某市杉杉东路道路、桥梁施工组织设计

杉杉东路道路、桥梁工程施工组织设计[正本]杉杉东路道路、桥梁工程（一标）投标文件（技术标）某建工集团股份有限公司二OO三年五月二十二日enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计[副本]杉杉东路道路、桥梁工程（一标）投标文件（技术标）某建工集团股份有限公司二OO三年五月二十二日enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计目录第一部分施工组织设计第二部分辅助资料表1、项目经理简历表2、主要施工人员3、主要施工机械设备表4、临时设施情况表5、施工现场平面布置enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计杉杉东路道路、桥梁（一标）工程项目经理简历表附表五姓名孙伟尔性别男职务项目经理职称助工学历大专年龄41岁参加工作时间1981.03从事项目经理年限10年已完成工程项目情况建设单位项目名称建设规模开竣工日期工程质量上海宝钢宝钢三期厂区道路2040万元1998.01-1998.12优良宁波化工局化工工业区内道路1293万元1998.12-2000.10优良宁波市政前期办江南公路2300万元2001.08-2002.07优良宁波市政前期办南外环Ⅱ标1200万元2002.05-2002.11优良备注在市政建设方面，曾施工过大榭开发区滨江路隧道段道路、滨江路南渡——北渡改建工程；中信绍兴钱清发电有限责任公司厂区及施工区道路等项目。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计杉杉东路道路、桥梁（一标）工程主要施工管理人员表附表六名称姓名职务职称主要资历、经验及承担过的项目一、总部1、项目主管2、技术主管3、质安主管卢祥康徐文卫胡春健经理处长处长工程师高工高工公司经理集团公司技术处长集团公司质安处长二、现场1、项目经理孙伟尔二级项目经理助工该项目部曾承建过的工程项目有：1、大榭开发区滨江路隧道段道路；2、滨江路南渡——北渡改建工程；3、中信绍兴钱清发电有限责任公司厂区及施工道路；4、上海浦东国际机场公司场道工程5、乐清市体育事业发展局道路工程；6、宁波江南公路改建工程；7、宁波南外环Ⅱ标道路工程等。2、项目副经理郑耀增三级项目经理助工3、技术管理李宗梁技术负责人工程师4、施工员斯定华中岗助工5、预算员王尧中岗助工6、质量管理王俊强中岗助工7、安全管理李德良中岗技术员8、材料管理徐友君中岗助经9、资料员徐海松中岗助工10、非典急救员贺菊培训合格11、备注enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计杉杉东路道路、桥梁（一标）工程主要施工机械设备表附表七序号机械或设备名称规格型号数量产地制造年份额定功率(KW)进场时间进场时间1履带式湿土推土机TS140A2上海95110KW第一个月2挖掘机PC2004日本951M3第一个月3装载机ZLA502柳州955M3第一个月4振动压路机ZQ-121徐州96112KW第一个月5轮式压路机ZQ-161徐州9870KW第一个月6汽车吊1日本9520T第一个月7振动压路机Yzj241徐州95120KW第一个月8柴油发电机SDJ93-22上海96120KW第一个月9砼拌和机J-3504上海98350升第一个月10砼搅拌站JZ-7502上海70升第一个月11钢筋切割机GQ6-40B2兰溪985KW第一个月12交流电焊机BX300-F2上海9812KW第一个月13打夯机HW-602温州982.2KW第一个月14木工圆盘踞1上海94第一个月15破碎机PC-2202日本26KW第一个月16卷扬机2上海955T第一个月17手拉葫芦（1.5T）2湖南991.5T第一个月18单级离心泵4"4萧山97第一个月19插入式振动机D30、D508宁波20001.5KW第一个月20平板振动机偏心4宁波20002.2KW第一个月21氧焊设备2上海95第一个月22摊铺机VOGELE25001德国9860KW第五个月23摊铺机VOGELE-2ⅡⅡⅡⅡⅡⅡ1德国9950KW第二个月24轮式压路机ZQ-162徐州9760KW第五个月25宝马振动式压路机BW1412德国9780KW第五个月26钻孔打桩机GPS-103中国9640KW第一个月enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计杉杉东路道路、桥梁（一标）工程临时设施情况表附表八用途单位数量小计备注一、临时用电1、施工2、生活3、合计KVAKVAKVA10003010301030KVA二、临时用水1、施工2、生活3、合计M3M3M3Φ25管径水管沿路线布置三、临时用房1、办公管理2、材料放置3、生活用房4、加工用房5、仓库用房合计：房屋堆场M2M2M2M2M2M2M215049064580809554901445M2备注enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计施工组织设计编制单位：某建工集团股份有限公司编制日期：2003-05-22enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计目录第一章概述一、编制依据二、工程概况三、地质条件第二章施工准备一、技术准备二、劳动力准备三、材料准备四、机械设备准备五、质量检验仪器的配备第三章施工管理体系一、施工管理网络二、管理人员职责第四章施工总体布置一、工区划分二、施工整体设想及工序安排三、施工平面布置及临时设施enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第五章地下管线及其他地上地下设施加固保护措施一、公用设施保护措施二、沿线地面建筑设施保护措施三、地下障碍物处理方案第六章道路工程施工技术方案一、土路基施工二、塘渣基层的施工三、水泥稳定层的施工四、沥青混凝土路面的施工五、侧平石施工六、人行道施工七、软弱地基处理第七章排水工程施工技术方案一、施工准备二、管道工艺三、窨井砌筑四、沟槽回填第八章桥梁工程施工技术方案enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计一、围堰施工技术措施二、钻孔灌注桩基础三、立柱和盖梁四、空心板梁制作安装五、挡土墙六、其他附属设施第九章沥青混凝土路面施工技术方案一、沥青混凝土路面施工二、沥青混凝土材料供应计划第十章质量承诺和质量保证措施一、质量保证体系二、质量保证计划措施三、施工技术措施四、夏、雨季施工防范措施第十一章施工总进度计划及工期保证措施一、工期目标二、保证工期措施第十二章安全生产、文明施工及环境保护措施enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计一、安全生产保证措施二、文明施工保证措施三、环境保护措施四、预防“非典”措施第十三章劳动力、主要物资及机械设备配备情况一、投入施工的机械设备二、劳动力配置第十四章与其他工程的配合协调enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第一章概述一、编制依据1、慈溪市交通设计院有限公司设计的《杉杉东路道路、桥梁（一标）工程施工图》。2、有关技术规范及标准：(1)《水泥混凝土路面施工及验收规范》GBJ97-87(2)《公路沥青路面施工技术规范》JTJ032(3)《公路桥涵施工技术规范》JTJ036-98(4)《宁波市市政排水工程通用图》(5)《城市道路路基工程施工及验收规范》CJJ44-91(6)《给水排水构筑物施工及验收规范》GBJ141-90(7)《沥青路面施工及验收规范》GBJ92-86(8)《道路照明设计标准》GB5768-86(9)《砖石工程施工及验收规范》GBJ203-83(10)《市政道路工程质量检验评定标准》CJJ1-90(11)《市政排水管渠工程质量检验评定标准》GJJ3-90(12)《市政桥梁工程质量检验评定标准》GJJ2-90(13)《浙江省市政工程预算定额》(14)《混凝土外加剂应用规范》GBJ119-88(15)《粉煤灰、石灰类道路路基道路施工及验收规范》（GJJ-97）(16)《粉煤灰、石灰类道路路基道路施工及验收规范》暂行规定GJJ4-83(17)城市绿化工程施工及验收规范（CJJ/T82-99）(18)混凝土结构工程施工及验收规范（GB50204-92）(19)安装工程质量检验评定统一标准（GBJ300-88）(20)电气装置安装工程电气照明装置施工及验收规范（GB50259-96）(21)建筑电气安装工程质量检验评定标准（GBJ303-88）(22)地基与基础工程施工及验收规范（GBJ202-83）(23)其他有关施工技术标准、规范和验收标准。3、enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计现场踏勘情况及我公司的技术力量、技术装备、施工经验。二、工程概况本工程位于望春工业园区内，为园区内南北道路，道路全长4778.14米。一标段为K0+000——K0+680，起点为鄞县大道，道路全长680米。道路标准断面宽度为36米，布置如下：2.0米绿化带——2.0米人行道——4.0米非机动车道——2.0米绿化带——16.0米机动车道——2.0米绿化带——4.0米非机动车道——2.0米人行道——2.0米绿化带。排水规化采用雨、污分流制。本工程范围内有四跨40米（每跨10米）简支梁桥一座（一号桥），桥中心桩号为K0+299。全线均以规划道路中心线为道路设计路脊线。（一）、道路工程本工程按城市主干路城B=汽-20设计，计算行车速度40km/h。车行道路面采用水泥混凝土路面，设计年限30年；交叉口和桥接坡采用沥青混凝土路面，设计年限15年。机动车道路面结构：22cm水泥混凝土面层—20cm厚6%水泥稳定层—≥70cm塘渣。水泥砼设计抗弯拉强度为4.5Mpa，设计抗压强度C30；水泥稳定层7天无侧限抗压强度为3.0Mpa，压实度95%（重型击实标准，下同），塘渣层计算弯沉值非机动车道3.5mm、机动车道3.2mm（测定车为BZZ-100，下同）。压实度95%。水泥稳定碎石基层顶面弯沉为1.30mm.水泥混凝土路面板块的基本分块为4x4.5米和3.5x4.5米。板块间横向采用不设传力杆的缩缝，纵缝采用平缝加拉杆形式，缩缝的嵌缝材料采用聚氨脂胶。沥青混凝土路面结构：机动车道接坡段为3cm厚细粒式（AC-13I）沥青抗滑面层—4cm厚中粒式（AC-20I）沥青混凝土-6cm厚粗粒式（AC-30II）沥青混凝土-沥青透油层——35cm厚6%水泥稳定层—70cm厚塘渣垫层。非机动车道为3cm厚细粒式（AC-13I）沥青混凝土-6cm厚中粒式（AC-20I）沥青混凝土-沥青透油层-15cm厚6%水泥稳定层-60cm厚塘渣垫层。沥青砼顶面容许弯沉值：机动车道0.50mm，非机动车道0.92mm。水泥稳定层抗压强度、压实度均同水泥混凝土路面。水泥稳定碎石基层顶面计算弯沉值：机动车道为1.15mm，非机动车道为1.45mm。人行道采用联锁型路面砖，抗压强度30Mpa，水泥稳定层7天抗压强度2.0Mpa，压实度轻型标准为91%。人行道上的盲道根据路面砖的材料再进行确定。道路上的侧、平石采用宁波市定型产品。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（二）、排水工程本工程的排水采取雨污分流：雨水就近排入河道；污水排入甬金线的污水总管中。雨水管路基宽36米段铺设在东侧非机动车道中心，距绿化带缘石2.0m；路基宽度50米段铺设在中央分隔带中心，距分隔带缘石2.5m；污水管铺设在西侧非机动车道中心，距绿化带缘石2.0(2.25)m。污水W1～W19段采用D300UPVC加筋管；W8～W9采用倒虹管。雨水口与检查井连接爱采用Ф300钢筋混凝土管，坡率i≥1%，碎石管基，水泥砂浆接口，覆土大于70厘米。雨水D400、D500管均采用国际钢筋混凝土I级管（承插式），O型橡胶圈接口，1350混凝土管基。雨水口采用边沟式单箅雨水口，采用新型模压井盖尺寸为400x500mm。各预留管处的检查井，在施工时应预留为今后管子接入的预留孔，并用砖砌封堵。(三)、桥梁工程本工程范围内有整体式三幅桥一座，中心桩号为K0+299，4跨10米，桥宽36米，断面布置为：4.0米人行道——4.0米非机动车道——2.0米绿化带——16.0米机动车道——2.0米绿化带——4.0米非机动车道——4.0米人行道。桥梁上部结构采用预应力混凝土空心桥板（10米）；下部结构采用柱式墩台，钻孔灌注桩基础。桥面连续，仅在两侧桥台设置伸缩缝，均设板式橡胶支座。三、地质条件本工程地基为稻田，施工时应挖除表面20厘米腐植土，设计地基回弹摸量取8Mpa，土基压实度80%，如遇到土质异常情况及时与设计联系。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第二章施工准备一、技术准备1、熟悉图纸，明确施工任务，学习有关技术标准及施工规范。2、会同甲方摸清原地下管线埋设情况，便于施工时采取保护措施，避免发生意外事故。3、做好各种原材料试验和砼、砂浆配合比的试验工作，并报监理方审批。4、施工前应对测量仪器如水准仪、经纬仪、钢尺进行校核。5、对建设单位所交付的道路中心桩、道路控制点、桥位中心桩、桥位控制点进行复核。6、按照施工需要加密控制网，为保证控制网的可靠性，应做好保护桩。对主控点等重要标志至少由二组相互检查核对，并作出测量和检查核对记录。7、桥梁平面测量采用三角网法测设桥轴线桩间距离。道路测量采用盘左盘右测回法。8、根据建设单位提供的水准点，建立施工临时水准点网，每100米设置一点，闭合差控制在±12√Lmm（距离L单位：km）。9、实测成果经内业计算，须符合设计及测量规范要求，并上报监理方复核检测认可后，方能使用测量成果。二、劳动力准备根据施工进度计划，组织施工班组落实进场，并对技术性工种的施工人员进行岗位培训，实行持证上岗。三、材料准备施工进度计划，制订材料供应计划，落实材料货源，使施工能按计划顺利进行，并根据实际情况及时调整。四、机械设备准备据施工进度计划，并结合施工实际情况，作好机械配备计划并做好保养工作，详见：主要施工机械设备进场计划表。五、质量检验仪器的配备enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计根据施工现场的实际情况，在施工现场建立临时土工试验室，对施工过程进行质量控制，配备一些必要的试验器具，诸如环刀、天平、灌沙筒、弯沉仪等，有专人负责保管。（现场试验的主要内容有：管道闭水试验、土和各结构层的土工试验、地基承载试验、泥浆测试等），难度较大的试验由总公司中心试验室进行测试。主要质量检验仪器的配备情况详见：主要测量检验仪器设备表enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计主要的材料试验、测量、质检仪器设备表序号仪器设备名称规格型号单位数量备注1压力试验机NYC-200台12轻重两用击仪DJ-2台23标准砼试模15×15组304砼强制式拌和机NBJ-30台15烘箱（1000KW）101A台16核子密度仪MD-BIV台17弯沉仪3.6CM台28灌砂法容重仪台29电子秤10KG台210分析天平1/10000台211土工试验仪台212砂浆试模3×7×7组2013磅秤100KG台514塔尺5M把215恒温水池LHM-2台116砼取蕊仪台117标准集料筛方圆孔套418水泥稠、凝度仪台119水泥砼试验设备套120坍落度筒只321全站仪SET2B台222水准仪C1台4enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计施工管理体系一、施工管理网络为保质保量按期圆满地完成整个工程，我公司拟设置一支强有力的项目经理部，建立项目经理负责制的机制，实施项目法施工，选派组织能力强，有丰富施工技术经验的人员担任项目经理。配备经验丰富的施工技术管理员、质量管理员、材料设备管理员、财务核算管理员、安全文明管理员等项目部成员。（管理机构网络图）二、管理人员职责1、项目经理（1）重点抓好工程施工组织和协调工作。（2）抓好工程质量和进度，确保工程如期完成。（3）抓好工程施工和生产计划，做好各项计划的协调、平衡和检查、督促工作。（4）抓好工程现场机械、设备、材料等管理。（5）抓好安全生产和文明施工管理，确保安全文明生产落实。（6）抓好工地职工的政治思想工作。（7）完成上级交给的各项工作。2、项目副经理：（1）主持编制月度计划，要求做到全面、准确、及时，负责检查落实，及时完成生产任务。（2）切实抓好工程质量、工程进度、现场施工管理，确保工程达到规定的目标。（3）切实抓好现场机械设备、安全生产和文明施工管理工作，确保安全生产和设备齐全。（4）做好现场班组等重要部位的防火和班组的管理工作。（5）抓好工程核算和成本分析工作。（6）办好项目经理交办的各项工程任务。3、项目技术负责人：（1）贯彻总公司质量方针目标，监督执行国家的关技术政策、技术标准、技术规范等有关规定。（2）组织和协调项目部技术质量工作，下达总公司技术质量监督命令，对工程质量负技术方面责任。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（1）负责推进科技进步，采用成熟新工艺、新材料、新技术，保证工程的工期和质量。（2）主持审核施工组织设计，研究和处理施工过程中出现的重大施工技术难题，对重大质量事故提出技术鉴定和处理方案。2、施工技术管理员：（1）熟悉施工图纸，了解工作章程，按图施工，按章工作，抓好进度、质量、安全。（2）编排分段、分组进度计划。（3）在技术主管负责人指导下，具体处理工程进行中的问题。（4）负责工程技术交底，工程变更设计联系单，记好施工日记。（5）协调各工种交叉施工，真写物料需求计划。（6）会同技术负责人，及时做好工序的自检工作。（7）完成项目经理、负责人交办的各项工作。3、质量管理员：（1）在项目技术负责人和项目经理领导下，负责工程全面质量管理工作，认真做好质量管理工作中的组织协调、检查落实工作。（2）负责工程的质量管理工作。（3）认真做好每道工序的质量检查的技术资料验收，及时办理好技术资料和签证手续。（4）及时做好材料的试验、级配及试压件的制作、保养和送检工作。（5）配合质检部门做好质量检查工作。（6）完成项目经理和技术负责人交办的各项工作。4、材料设备管理员：（1）根据生产计划和生产实际情况，及时编制机械设备需用计划，做好机械设备的进退场工作，确保工作正常施工。（2）周密安排设备，合理调用机械设备，提高设备利用率。（3）根据施工进度和生产计划，及时编制出材料需用计划，做好落实工作。（4）办理好各类材料的验收工作，材料领用符合手续。（5）enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计办理好各类材料的运输工作，做到进场及时，堆放合理，多余材料清理迅速。1、安全文明管理员：（1）全面负责管理施工现场的安全文明生产。按照“五同时”要求和配合施工技术负责人抓好工地安全文明生产。（2）严格按规范检查落实施工现场的电器线路设置、安装工作，确保安全用电。（3）认真检查落实施工现场平面布置是否符合安全生产要求。（4）做好施工现场的防火安全工作，认真检查落实民工工棚灭火设备。（5）做好施工现场安全检查工作，发现隐患及时纠正，做好记录。（6）管理施工现场各类安全运输工作，之前检查，之后保养，落实工作。（7）做好施工现场的交通管理。（8）抓好工地安全宣传工作及安全路标、路牌、安全标志工作。（9）抓好工地安全月活动，提高现场管理人员及民工的安全意识，管理现场安全，保卫工作及文明生产工作。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第四章施工总体布置及交通组织管理一、工区划分第一工区K0+275——K0+315，4跨10米简支梁桥工程第二工区除K0+275——K0+315外的道路及排水工程二、施工总体设想及工序安排（一）施工总体布置1、施工部署我公司本着以保证质量的前提下加快施工进度，充分依靠和动用公司多年在大型市政道路、桥梁施工中积累的成功经验，选择优化合理的施工方案，并充分发挥工程技术人员和施工管理人员的聪明才智，建立完善的质量体系，贯彻质量标准，完成本工程的建设任务。2、路面、管线施工阶段部署根据目前设计提供的施工图，本工程考虑先行施工地下管线及窨井部分，然后开始施工路面，拟考虑塘渣垫层、水泥稳定层、沥青碎石、沥青混凝土、沥青玛蹄脂碎石混合料全部由与本公司合作多年的专业厂家进行供应（包括SMA沥青防滑层）。3、桥梁施工阶段部署1号桥施工与道路、管线、共同进行，桥的施工主要采取土体围堰截水、钻孔灌注桩在河道清除淤泥的横梁上采取混凝土硬地坪施工工艺进行施工，钻孔灌注桩计划分两节浇筑，施工缝留在河道底标高，上部接桩部位拟采取清水混凝土施工工艺，横向联系梁、立柱、横梁采用Ф48排架支撑，涂塑七夹板为横板面板，混凝土均采用商品混凝土，零星砼采用自拌，并在桥旁设置JD-350强制式搅拌机一台。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计4、空心板梁吊装部署本工程使用KH-50吊机单机进行架梁。吊装顺序以先里后外，先难后易的原则进行安排。板梁由现场集中制作，用平板车运至吊装现场，一次吊装就位。板梁吊装要求在摊铺沥青前完成。施工准备定位放线地下管线施工塘渣施工水泥稳定层沥青透油层粗粒式沥青砼中粒式沥青砼人行道地砖施工人行道施工河道围堰施工桩基施工基础施工下部结构施工上部结构施工桥面系施工SMA抗滑层竣工验收（二）施工总体流程enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计三、施工平面布置及临时设施<一>、布置原则：1、根据现场踏勘、及提供的施工场地总平面图布置要求，针对本工程实际施工场地要求进行相应的总体布置。2、按施工阶段划分施工区域和堆场场地，保证目前交通的畅通和桥面板梁吊装位置的合理布局并在施工各阶段满足材料运输方便。3、符合施工流程及分段施工要求，减少各施工段之间和吊装机械通行及道路施工等方面干扰。4、各种生产设施便于工人的生产开展，且满足安全防火，劳动保护的要求。<二>、临时用电布置:根据业主提供的电源，设专用配电室，采用集中管理，从配电室接出。现场施工用电线路采用三相五线制，临时用电的电缆采用架空与地面埋设相结合，并做好相应的警示标志，电缆分配箱将根据工程的施工流向分别逐一设置，凡途经路口时，采用套管上回填黄砂，浇捣砼加固处理，整个施工现场的夜间照明，采用Ф48钢管搭设灯架，设置投光灯。每60m设置一只标准电箱。<三>、临时用水布置：1、本工程临时用水根据业主指定接入口分两路接出，一路沿施工方向通长布置施工生产用水，另一路沿施工流向通长布置消防用水，所有施工现场水源均在各需要部位留出水笼头，本工程施工用水管采用Ф50管。2、工程消防用水管一律使用Ф50管，并配备足够数量的消防软管。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计3、所有水管均沿施工路面设置，采用管上回填黄砂，浇捣砼加固处理，走向均设专用标志。<四>、临时道路布置：本工程的临时道路、据施工要求设置，施工便道沿场地中线附近填筑，路宽6米在K0+299处搭建临时便桥一座，要求通行20吨载重汽车。<五>、临设搭建平面布置临时设施：因业主未提供确切临时设施位置，现按现场考察后暂定。待后有确切位置，再重新布置更合理的施工平面布置图。根据现场情况和进度安排，进行施工平面布置（具体详见施工平面布置图）。办公室临设占地面积为150M2，施工人员宿舍占地面积为500M2，选用二层活动房材料搭设，钢材、模板加工仓库等用房采用简易房搭设，占地面积250M2。施工生产及生活区合计占地面积1575M2，此临设用地在施工范围内根据生产进度适当调整。<六>、施工现场布置总说明1、根据本工程现场道路工程施工特点，原则采用封闭施工，在村庄路口及通道处设置通道口。2、维护：在本工程起点路口端（鄞县大道）设置砖墙围护，中间开设5m-8m宽大门，上端盖红色波形瓦装饰，墙体书写宣传标语，并树施工图牌。道路两旁根据施工需要用彩色彩钢板与临近建筑物隔离，确保文明施工需要。3、施工道路：场内道路为新填塘渣道路，宽度4-6米。作临时施工道路。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计4、临时设施：项目部办公用房、施工班组用房及职工宿舍采用现场搭建，生产用房按平面布置要求搭建。材料堆场、加工场地，搅拌机械按平面布置要求进行布置。临时用地表用途面积（M2）位置需用时间1、办公用地2、宿舍3、食堂4、木工、钢筋加工区5、仓库6、砼搅拌场7、浴室8、厕所9、设备堆场10、生活用地1505008080802503035240130K0+200K0+200K0+200K0+200K0+200K0+200K0+200K0+200K0+200K0+200150150150150150150150150150150合计1575<七>、临时排水及污水排放：1、施工污水排放：施工现场排水系统必须设置沉淀池，各施工阶段的污水必须经二级沉淀后方可排入附近河道。2、成立现场排水系统日常维修班组，专人负责定期检查和消除排水沟以及沉淀池中积存物，确保排水沟畅通。3、逢雨季、汛期增加潜水泵、提高排水流量，流速，确保排水畅通迅速。4、雨季汛期成立防汛抗台工作小组，做到人员到位、职责分明、防汛抗台物资储备充裕。现场平面布置图（见附图）enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第五章地下管线及其他地上地下设施加固保护措施一、公用设施保护措施1、开工前的准备工作：（1）严格执行上级部门对市政工程建设在文明施工方面所颁发的条例、制度和规定。（2）由业主组织召开公用管线单位配合会议，施工单位进一步收集管线资料，开挖外样洞，并请管线单位监护人员到场，核对每根管线确切的标高、走向、规格、数量、完好程度等，做好记录并填写《管线施工配合业务联系单》，交与有关单位签认。（3）开工前三卡一单手续必须齐全，并建立严格的“三卡一单双监护”制度。向有关管线单位早办绿卡：管线监护申请卡、公用管线监护交底卡、管线交底卡、公用管线施工配合、业务联系单。2、施工过程中的保护措施：（1）开工前和实施过程中，施工负责人应认真向班组长和每一位操作工人进行管线技术交底，明确责任。（2）应设置工地专人负责管线保护工作，要经常检查保护措施的可靠性，发现现场条件变化，措施失效时应及时采取补救办法，要敦促操作人员包括民工遵守操作规程，制止违章操作，违章指挥和违章工。（3）开挖沟槽和基坑，无论人工开挖可机械挖掘（在地下管线边线两侧2m范围内严禁用机械挖掘），均需分层进行。每层挖掘深度线控制在20cm-30cm，一旦遇到异常情况，必须仔细而缓慢挖掘，进行探索性开挖，把情况弄清楚后或采取措施后再继续开挖。（4）施工时遇到露出的管线，必须采取有效措施进行吊托、拉攀、墩砌等固定措施，并与有关单位取得联系，配合施工，以求施工安全可靠。（5）在进行高空作业（如吊管），运输作业或机械在操作的回转半径内，对各种建筑物，高压电线及各种架空电线、管道应采取切实的安全保护措施，确保操作安全。（6）enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计施工中发现管线现状与交底或图纸内容、样洞资料不符或出现直接危及管线安全异常情况时，应及时通知管线单位到场研究，商议补救措施，在未做出统一结论前，施工人员和操作人员不得过早擅自处理。（1）施工结束或沟槽复土前，应请管线单位认可签认。（2）一旦发现管线损坏事故，必须在24h内报告主管部门和业主，不得隐瞒，并按“三不放过”的原则进行处理。二、沿线地面建筑设施保护措施因下水道开挖最大深度为3.0m，对道路红线边的建筑设施有一定的影响，在沟槽施工时要调查清楚，对建筑设施有一定影响的沟槽要采用以下措施：1、保护段加打密排钢板桩，上、下两层钢管支护。要采用先定线挖槽，再打钢板桩，开挖与支护同步的方案。2、保护段的施工安排要紧凑，尽量缩短沟槽暴露时间，避免淋雨坍塌。3、及时回填，回填时要分层对称进行，用铁夯头人工夯实或小型振动碾压实，确保回填的压实度，上层回填采用50%塘渣+50%土的形式，回填结束后再拔除钢板桩。三、地下障碍物处理方案本工程范围触及居民区和厂区，施工时往往会遇到诸如旧房基础等地下障碍物。若障碍物在道路结构层内或与管道发生冲突，必须用破碎机破除，决不可使管道贴着障碍物而过，以免管道在受压时容易破裂。障碍物的存在也可能阻碍路基的均匀沉降而造成路体破坏。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第六章道路工程施工技术方案一、土路基施工1、道路路床挖土由低向高分层循序进行，以利于排水。当开挖至接近路基设计顶面时，根据土质情况注意预留碾压沉落高度，并由人工挖土整平。挖土时随时进行高程测量，保持一定的纵横坡度，不得挖成坑塘，严禁掏空挖土或超挖。2、填方处路床需在挡土墙砌筑到高于设计路面高度后方可夯填塘渣形成路床。3、路基碾压采用振动压路机和二轮压路机配合的方法，遵循先轻后重以及轮迹要重叠的原则，碾压轮应超过两施工段的接缝。二、塘渣基层的施工塘渣垫层施工1、由图纸设计标高计算塘渣用量，分堆堆放并用机械摊铺，所有进场的塘渣都要有质保书，而且级配透水性良好，质地坚硬。2、塘渣摊铺碾压，先用平地机按一定厚度摊铺，然后用人工局部平整后用双轮压路机自路边向中方向反复碾压，碾压时轮迹应重叠宽度大于30CM。压实后，垫层表面平整度坚实，且宜连续铺筑基层。无法连续铺筑高处应安排专人保养，整平后禁止通行，以免破坏。3、要求颗粒均匀，粒径不超过去时20cm，无严重风化，为保证密实度分20-25cm一层分层摊铺，用三轮压路机和振动压路机振动碾压，并严格控制平整度。在管道施工完成后，复测标高，如发现沉降不足用细塘渣找平碾压。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计三、水泥稳定层的施工水泥碎石稳定层施工工艺流程图如下：施工测量、放样路基验收通过立模备料拌和机搅拌混合料摊铺翻斗车运输振动压路机碾压湿治养护报监理公司验收进入路面施工人工修整enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（一）施工要求1、对下基层，必须用12-16t三轮压路机或等效的碾压机械进行碾压检验（压3-4遍）。在碾压过程中，如发现土过干、表层松散，应适当洒水；如土过湿，发生“弹簧”现象，应采用挖干晾晒、换塘渣或掺石灰及粒料等措施进行处理。2、对于底基层，应进行压实度检查，对于柔性底基层还应进行弯沉值测量，凡不符合设计要求的路段，必须根据具体情况，分别采用补充碾压、加厚底基层、换填好的材料，挖开晾晒等措施，使其达到标准。3、底基层或老路面上的低洼和坑洞，应仔细填补和压实；搓板和辙槽，应铲除；松散处应耙松、洒水并重新碾压，达到平整密实。4、新完成的底基层或土基，必须按本规范的规定进行验收，凡验收不合格的路段，必须采取措施，使其达到标准后，方可进行上部水泥稳定层施工。5、应逐个断面检查下基层标高是否符合设计要求。6、该基层是道路的承重层，关系到道路的使用寿命，要求整体性和密实性。本工程为保证工程质量，改善其和易性和密实性，施工中拟掺用15-20%粉煤灰。7、具体数字经试验室试配确定。水泥碎石稳定层施工气温应在5℃以上，雨天不能铺筑。各种原材料及水应分批按照配合比进入，拌和时间不少于30秒，以保证拌和均匀。8、混合料应及时摊铺，及时用振动压路机碾压，压路机自路边向路中,双轮迹应重叠30cm，碾压至无明显轮迹为止。松铺系数由现场试铺决定（一般为1.2-1.enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计4）。混合料机械摊铺不到位应采用人工整平。以“宁高勿低，宁铲勿补”为原则，切忌薄层加铺。9、严格控制平整度及标高，施工中要求沿对角线方向控制平整度及标高，发现误差及时修整，标高及平整度控制在正负10mm。水泥碎石稳定层标高应根据路面高程做也拱度。10、摊铺后的混合料必须当天碾压完毕，碾压时间应掌握在接近最佳含水量时进行。碾压应先轻后重，严禁在刚压实的路段上作压路机或送料车的转弯，调头。碾压完成后应开始湿治养生，使稳定层表面保持湿润。每个施工段碾压完毕需覆盖草袋浇水湿养。养护天数不少于7天。（二）测量放样1、在底基层、老路面或土基上恢复中线。直线段每15-20m设一桩，平曲线段每10-15m设一桩，并在两侧路肩边缘外设指示桩。2、进行水平测量。在两侧指示桩上用明显标记标出水泥稳定层边缘的设计标高。（三）搅拌本工程按业主要求采用厂拌拌制，根据设计要求，工期安排，原材料的选用及质量要求全面地向加工厂交底，具体搅拌方法按加工厂施工工序执行。搅拌时严格控制搅拌深度，并设专人跟随拌和机检查监督。（四）摊铺enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、摊铺机采用自动找平摊铺机，摊铺机找平时，采用由一侧钢丝绳引导的调和和控制方式。表面层采用6米长铝合金引导的高程控制方法，以使摊铺层质量符合平整度、横坡的规定要求。2、各交叉口采用方格网法进行控制，首先对控制标高的样桩进行加密即先根据交叉口等高线计算各点高程。3、松铺系数水泥稳定层混合料的松铺系数应根据实际的混合料类型、施工机械和施工工艺确定，一般控制在1.20-1.30，最终经现场试铺决定。（五）碾压对摊铺机摊铺后的水泥稳定层进行碾压，先选用8-10T二轮压路机进行轻压，再用16T振动压路机进行复压，压至表面无明显轮迹为止。四、沥青混凝土路面施工本工程沥青混凝土路面结构：机动车道接坡段为3cm厚细粒式（AC-13I）沥青抗滑面层—4cm厚中粒式（AC-20I）沥青混凝土-6cm厚粗粒式（AC-30II）沥青混凝土-沥青透油层——35cm厚6%水泥稳定层—70cm厚塘渣垫层。非机动车道为3cm厚细粒式（AC-13I）沥青混凝土-6cm厚中粒式（AC-20I）沥青混凝土-沥青透油层-15cm厚6%水泥稳定层-60cm厚塘渣垫层。沥青混凝土路面施工工艺详见第十章。五、侧平石的施工1、侧平石的制作侧平石的施工采用石料、规格、尺寸根据设计要求制作，现场收料时需认真进行成品质量检验，合格后方可使用。2、侧平石铺砌enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计侧平石施工根据施工图确定的平面位置和顶点标高排砌。道路直线段用100cm侧平石。弯道半径大于15m时，用60cm的侧平石；曲线半径小于15m或曲线圆角部分，采用60cm或30cm的侧平石，相邻侧石接缝必须对齐，缝宽为1.0cm。平石和侧石需错缝对接，平石缝宽0.5cm，与侧石间的隙缝≤1.0cm。施工中要注意：1、采用架子车搬运，要小心轻放，掉角及破损侧平石不得用于本工程。2、侧平石基础采用C10细石混凝土，侧石、平石用1：3水泥砂浆铺砌，灌浆必须饱满嵌实，平石勾缝以平缝为宜，侧石勾缝为凹缝，深度0.5cm，接缝要进行三三以上的湿治养护。3、在做完基层后，按照设计边线或其它施工基准线，准确放线、定桩。侧石、平石安放须稳固，做到线段直顺，曲线圆滑；侧石顶面平整无错牙，勾缝饱满严密，整洁坚实。4、雨水口处侧石、平石安放，应与雨水口施工配合，做到安放牢固，位置准确，平式雨水口的标高应比平石低落1cm，以利汇水。六、人行道施工本工程人行道设计的结构形式为6cm厚双向连锁路面砖，底层铺3cm1:3水泥砂浆，10cm的水泥稳定层，30cm塘渣基层。人行道彩色地面砖施工：1、土路基要在接近最佳含水量时，用小型压路机压实，要求做到表面平整，密实。2、人行道的垫层为25cm厚的塘渣垫层，施工工艺同道路塘渣垫层。3、人行道的基层为10cm厚的水泥稳定层，施工工艺同道路水泥稳定层。4、3cm厚的水泥砂浆用于找平和铺砌地面砖，施工时要严格控制含水量，一般要求是捏起来能成团，便于铺设上层的彩色地面砖。地面砖铺砌时要求表面湿润，有利于砂浆与地面砖的结合。5、铺砌地面砖一般采用“放线定位法”顺序铺砌，板底应紧贴砂浆层，砂浆应饱满、密实，不得有“虚空”现象。6、要经常用3米直尺纵横和斜角方向靠量面层平整度，发现不符合要求的及时整修。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、盲道触感导向块材料的色彩与相邻无触感背景区有明显对比，块材表面为深黄色。2、盲道停步快块块材距离缘石及障碍物30cm，导向块材和停步块材成垂直向铺装。3、盲道在缘石尽端处及缘石坡道位置要避开雨水口位置。4、人行道中地下管线井盖与地面接平。5、美观是彩色地面砖人行道施工质量控制的关键，砖底的水泥砂浆找平层应平整、密实，彩色地面砖完全坐实，上下层结成整体，相邻块紧贴，表面平整，线条挺刮，图案拼装正确。七、软土地基处理措施1、施工前的准备工作（1）、软土地区路基施工前，应充分作好准备，注意解决可能出现的路基盆形沉降、失稳和路桥沉降差等问题，并作周密部署，制订各项有关措施，报送有关部门批准后开工。（2）、根据现场情况和工程等级、规模，需作试验路段时，应修筑地基处理试验路段。2、排水与基底处理措施（1）、路堤填筑前，应排除地表水，保持基底干燥。淹水部位填土应由路中心向两侧填筑，高出水面后。按要求分层并压实。（2）、软土地基，应根据软土、淤泥物理力学性质、埋层深度、路堤高度、材料条件、道路等级等因素分别采取合适措施。本工程地基处理根据设计要求采用换土与土工织物相结合。3、填筑路堤用料规定要求enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计软土地区下层路堤，应采用渗水材料填筑；路堤沉陷到软土泥沼中部分，不得采用不渗水材料填筑；其中用于沙砾垫层的最大粒径不宜大于5cm，小于0.074mm的颗粒含量不大于3%，有机质含量不大于1%，压实后最大密度100%时，渗透系数应大于5m/s。4、取土坑位置要求填筑路堤用土取自采石场塘渣，禁止路堤两侧取土。5、路、桥衔接部位填土要求与措施（1）、路、桥衔接部位，要求台背和锥坡填土同步分层夯实，并考虑到减少接坡（近桥台路段）处路桥沉降差，应尽量提前填筑，所用填料宜采用渗水性土，分层碾压厚度控制为15cm。（2）、为减少路桥沉降差，桥头接坡路段，宜采取与路堤高度、土壤地质、水文等条件相适应的处理措施，如袋装砂井、塑料排水板，以及配合加载预压等促进其提早沉降固结度的提高。6、路堤必须分层填筑压实及沉降期和固结度要求（1）、填筑路堤分层搭接，上下层应相互错开，搭接阶梯（错台）宽度一般宜不小于2m，分层压实。（2）、软土地段路基填筑，应考虑提前安排施工，以使路堤完成后得以留有沉降期，设计有明确要求时，应按要求执行，设计无规定时，一般不应少于六个月，沉降期内不应在路堤上进行任何工程。（3）、铺筑路面结构之前，必须使路基沉降以基本趋于稳定，地基固结度能满足设计要求，如设计无规定时，应达到90%以上。7、填筑过程施工监测软土地段路堤填筑过程，应作好必要的沉降和稳定监测工作，并严格控制施工填料和加载速度。监测沉降板应安装在路中线，纵向间距为200m，桥头引道路堤则除安装路中心线监测沉降板，在两侧路肩边缘上亦须设置，第一块沉降板距桥台背10m处开始，其余每50m间隔设置。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计施工期间，路堤每填一层应进行一次监测，路基加载速度应控制水平位移量每天不超过0.5cm，垂直位移量不大于1cm，以保持地基稳定。8、水稻田路基（1）、排水疏干排水疏干是水稻田筑路的首要工作。水稻田几乎常年受水浸泡，农田土壤松软，有时夹有淤泥杂物。因此，在筑路施工前必须在全路幅范围两侧先筑土埂，并开挖排水沟，将水引出（必要时抽除积水）接通出水口，使地面水及时得到排除。（2）、清基压实当地面水被排除后，应将淤泥杂物进行清理、清除，一般除过厚淤泥作必要挖换好土外，多数情况下在土被疏干后填砂砾等，即可压实，如遇淤泥不厚，仅属表面一层时，对二级以下公路亦可抛填片石挤淤；也可在湿土中掺石灰或粉煤灰用以吸收多余水分。一级以上公路应按软土地区情况进行处治。（3）、竹笆垫层在水稻田地基的急速处置，必要时亦可采取竹片扎成竹笆，平铺搭接（重叠接头约10-15cm）摊铺于基底，然后上铺片石、砾石砂，进行碾压，再行填筑路基。（4）、边坡防护水稻田地区的路堤边坡，一般应作护墙或浆砌护坡。当土质和气候适宜时，填方边坡也可采用种植草皮、灌木等植物防护。（5）、保持正常灌溉体系enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计跨越水田的路基应确保农田灌溉不受任何影响，当有设计与农用灌溉要求（如涵洞等）不相适用、位置不当、数量不足等，应及时按程序提出变更设计，经有关部门批准后执行。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第七章、排水工程施工技术方案一、施工准备1、工程交底对施工图及所有的设计文件认真学习研究，了解设计意图和要求，并进行现场踏勘，重点核查环境保护，公用管线，交通配合，地区排水等措施，结合工程实际情况，在图纸会审时提出意见。认真分析建设单位提供的地质勘探报告中的工作水文地质资料，了解现场可利用的水源、电源、道路、堆场、临时设施搭建场地及施工通道等情况，核对各种地下公用管线及地上杆线情况。2、测量放样对建设单位或设计单位提供的道路控制桩进行复核并做好保护桩，根据道路边线，桩测设管道中心控制桩，并妥善保护。根据提供的水准点，每隔100米放设施工用的临时准点，要求设在不受工程施工影响处。与各施工段施工衔接处，应相互调准水准点和中心桩，以防误差。测量放样前所有测量仪器必须经计量测试所校核，所有测量要做好原始记录，并保存完整。工程完工后，随所有的竣工资料一起存档。测量放样工作由测量组完成，工程项目总工程师校对，并签证认可。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计二、管道工艺根据地质情况，结合雨污水管道的埋深，在管道开挖，挖深小于3.0米时，原则采用放坡开挖中，单侧弃土。当挖深大于3米时，采用钢板桩支撑开挖。当局部地段管道埋设离地面较浅时，可采用先对原地面清除耕植土或建筑垃圾后，用振动压路机将原地面压实，然后再进行开挖。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计测量放样开挖沟槽、排水基础(大片)砼平整安管立模管座砼接口、抹带砌检查井污水闭水试验回填压实路基施工测量标高拆模密实度试验管道流程图enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计沟槽开挖（1）采用挖掘机机械开挖，单侧弃土。一般开挖放坡1：1.0左右，当挖深大于3.0米时，采用钢板桩支撑开挖。支撑开挖详见下图：（2）为防止超挖或扰动槽底土层，机械挖土应控制在距槽底高20CM时停止，再用人工除剩余土方至设计槽底，并边挖修坡，立即实施管基垫层。如发现超挖，必须进行处理，严禁用土回填。一般需采用塘渣回填，或加厚管基垫层。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（3）做好沟槽排水工作，修整槽底时，单侧设盲沟，并设集水井排水。（4）在开槽埋管施工工程中，采用液体挖掘机拔桩机或挖掘机拔除支撑，达到随挖土、随支撑、随排管、随填土、随拔撑的开槽埋管施工要求，有利于快速、安全、文明施工。管道基础（1）管道基础按《宁波市排水管道通用图》进行施工。砾石垫层以及混凝土基础，视不同的管材或管径按设计图纸采用不同的厚度。（2）基础的底层土应无淤泥和碎土，如有超挖应用砾石砂或塘渣填实，不得用土回填，槽底也应无积水。基础施工前必须复核高程样板的标高，在沟槽底部每隔4.00M左右钉一只样板，并用样尺检查桩项标高，以控制挖土面、垫层面和基础面。（3）管道基础的砾石砂垫厚度为15cm，砾石垫层应按规定的沟槽宽度满堂辅设、摊平、拍实。砾石砂辅设结束后，在铺好的砾石砂垫层上浇筑砼基础，其具体尺寸、宽度均根据不同的管径，按排通图分别列出。混凝土的级配应由试验人员按设计的混凝土强度进行配合比设计。（4）砾石砂垫层上安装混凝土基础的侧向模板时，根据管道中心位置的高程样板上拉出中心线，用垂球和搭马（宽度与混凝土基础一致）控制侧向模板的位置。搭马每隔2.50m安置一个以固定模板之间的间距，搭马在浇席混凝土后方可拆除，随即清理保管。混凝土基础侧向模板应具有一定的强放刚度以便于装拆和周转使用，安装缝隙应紧密、支撑牢固。根据茂盛结构尺寸要求选用钢撑板。管道基础模板示意图：enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1-底层模板2-钢杆3-上层模板4-立坊和支撑位置（5）施工基础的混凝土的材料、拌和、运输和浇筑等应符合混凝土施工规范的所有要求。碎石垫面上有水时，不得浇筑混凝土。混凝土应用拍板用振动器振实。混凝土浇筑完成后，12小时内不浸水，并进行养护。混凝土强度达到2.60mpa以后，方可拆模。UPVC施工方法（1）开槽埋管：管道基础采用碎石，碎石粒径为25-38mm。（2）管疲乏应直线敷设，需利用柔性接口折线敷设时，管道每个承接口处相对转角一般情况下不得大于3度。（3）管道与检查井连接采用短管连接，管道承口应放在检查井的进水方向，插口应放在检查井的出水方向。（4）沟槽回填从管底基础部位开始到管顶以上0.3米范围内采用粗砂回填、整平、夯实，其余采用塘碴回填，管道回填压实度轻型标准为83%，路基压实度重型标准为90%。（5）沟槽回填从管底基础部位开始到管顶以上0.7米范围内必须人工回填，严禁机械推土回填：管顶0.7米以上部位的回填，可采用机械从管道轴线两侧同时回填，夯实或碾压。（6）在车行道下，管顶的覆土高度不宜小于0.6米。（7）管道接口用的橡胶圈其性能应符合：邵氏硬度50±5MPaenforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计，伸长率≥50%，拉断强度≥16MPa，永久变型≤20%，环刚度≥8KN/m2，冲击强度TIR≤10%。管道铺设（1）混凝土基础浇筑2天后方可开始排管。（2）采用管材雨水管采用Φ400-Φ500国际钢筋砼Ⅰ级承插管；污水管采用Φ300-Φ400国际钢筋砼Ⅱ级承插管。（3）雨水井与窨井连接的Φ300mm砼管道，I≥1%碎石管基，覆土大于70CM。当雨水窨井与雨水口间连接管覆图厚度小于70厘米时采用360°砼管基进行抱管。（4）管材运至现场放置在所排井位段的一侧，根据现场的实际情况，对雨水管选用8-12T的汽吊或挖掘机起吊，卸管以及排管用的吊车地撑点落在沟槽2.00m以外的实地上。装卸过程中，严禁用钢丝强穿心吊运。起吊时轻起轻落，防止碰撞损坏管端。卸管及排水管用的钢丝绳吊索应用允许力在于管重5倍的相应直径。（5）成品管道运至施工现场，应按照产品标准进行逐节检验，不符合标准的不得使用并做好标志及时处理。运至光线槽边待用的管节应垂直槽边放置并垫稳。吊车卸管时应有专人指挥，操作人员集中思想，听从指挥，并应遵循下列要求：<1>根据起吊设备的机械性能合理选用，严禁超载；<2>在吊臂回转半径的影响范围内不得障碍和站人；<3>操作人员上下沟槽时，应采用扶梯，扶梯应高出地面1m，并应密切配合；<4>如发现设备有故障，严禁带病作业；enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计<5>起重作业完成后驾驶人员必须对停放在施工现场的起重设备做好完全防范措施后，方可离开现场。(6)排管时应清除基础表面污泥、杂物、积水、复核好高程样板（龙门板）的中心位置和标高。管节在沟槽内移动时，操作人员应密切配合，防止碰撞。(7)Φ400-Φ500混凝土承插管的排管方法：<1>根据高程样板定出的管道中心位置，先在二端排二节管节。标高、方向和中心位置应符合要求。<2>在承口外壁1/2高度外拉一条定位边线，边线离外壁10mm左右。<3>排管应从下游开始向上游，承口向上插口向下，承口和插口用水清洗干净。<4>用水平尺校正坡度，用管边直线校正中心位置，每排两节用高程板复核一次管底标高。<5>稳管垫块上应涂水泥砂浆，以加强管道的稳定性。垫块离管端的距离不小于15cm。（8）重型钢筋混凝土排水管排管方法：<1>承口内表和插口外表均应将油污、杂物清除干净。<2>四周应均匀平顺、无扭曲。<3>将一只管节凿成两个半节管子，带承口的外节管子排在窨井的进水方向，带插口的半节管子排在窨井的出水方向。当窨井底板与管道深度一致时，需对受扰动的土基用C20混凝土和砾石砂填实。窨井底板离承口的管端或尾部距离大于250mm，应加设管枕及垫板。<4>根据高程样板定出管道中心位置，垂直引出铁撑柱上，拉好中心线，吊上垂线。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计<5>管节合扰时，采用起吊设备吊排，手拉葫芦电动卷机进行管节就位。有用手拉葫芦Φ600以内管节宜用两只1.5t-3.0t手拉葫芦，如果采用电动卷扬机时根据不同的管径选用不同的吨位卷扬机。管节合拢前，在圈表面均匀涂刷中性润滑剂；合拢时管节两侧的手拉葫芦同时起步拉动，使橡胶密封圈正确就位，不扭曲，不脱落，管节中心线离承口的端部和尾部均匀保持220-230mm。<6>排管时，用水平尺校正管道坡度，每排两节管道用高程样板复核一次管底标高。每节管道应垫实稳固，排好后不得摇动。排管顺序从下游往上游，插口向下，承口向上。（9）管道铺设的质量标准：<1>管道顺直，管道稳定，管底坡度不得有倒流水；<2>排管时，基础面无淤泥等杂物；<3>管节接缝宽度保持均匀；<4>管座混凝土应捣实，与管壁紧密结合；<5>管道内不得有泥土，建筑垃圾等杂物。管道接口（1）雨水管为自应力管柔性接口；雨水管自应力管采用“O”型橡胶密封接口。管道柔性接口采用橡胶密封圈止水，管节的承口的几何尺寸与光洁度以及橡胶密封的几何尺寸、物理力学性能和操作环境要求均应符合有关质量标准。像胶密封圈应安放在阴凉、清洁环境下，不在阳光下暴晒堆放。排水管道连接示意图如下：enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计管座浇捣管道管座形式：Φ300-Φ400管用135°砼管座，Φ600-Φ1100管为180°砼管座。管座标准采用《宁波市排水工程通用图集》。管座立模前应将管壁、基础表面上的沉积的污泥、杂物清除干净，砼基础面层不积水。模板应沿砼基础边线垂直支立，砼的材料、拌和、运输、浇捣筑和养护均符合有关规定。管座表面应拍平抹光，管座砼要用插入式振捣密实，与管壁紧密结合，坚固稳定。钢筋砼平接丝伸入管座中，使抹带与管座联结紧密。三、窨井砌筑本标段雨、污水管所采用的窨井均为砖砌窨井。（1）施工准备：清扫冲洗基础表面，无积水污泥；替换窨井部位的支撑；砖材浇水湿润；水泥砂浆根据水泥品种进行配合比搅拌。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（2）施工要求：在砌筑的基础面上先铺底浆；砌砖必须做墙面整齐，宽度一致，井体不得走样，砌砖时应夹角对齐上下错缝内外搭接；砖缝中砂浆饱满，不得通缝，缝宽10mm误差≤±2mm；砌砖时应将挤出的砂浆刮平，并将砖墙表面残余砂浆及时清理干净。（3）在管材上半部窨井处砌拱圈。（4）用1：2水泥砂浆抹面：洒水湿润墙壁体，抹面分两次进行，先刮糙打底后用直尺刮平再用木搓搓平表面粗有纹路，此粗糙厚度10mm,在粗糙的水泥砂浆初凝后及时粉刷第二道水泥砂浆，并压实抹光。抹面工序先外墙后内墙，在必要时内墙一抹完成。（5）窨井流槽：窨井流槽用砖砌筑，高度为管径的1/2，两边略向中间落水，同样流槽必须用1：2水泥砂浆分两次抹面。（6）窨井尺寸为800×800～1200×1800工作室顶铺钢筋混凝土预制盖板。在安装钢筋砼预制盖板必须清洁，上下面不得搞错；盖板为偶数进两侧对称布置，为奇数时仅允许有一块的偏错，在盖板底部先铺25mm的1：2水泥砂浆。雨水口采用360×480铸铁盖，雨污水井采用Φ700铸铁盖。（7）预留管处理：窨井上的预留管的管径、方向和标高必须符合设计要求。预留管应与墙体接平，在窨井与接管的边接外用1：2水泥砂浆抹成45°三角接缝。预留的管材如果管材管径较小，如预留的Φ300的雨水边管头子，为了达到沟槽填时的土方密实度要求，用切割机将雨水管子材割切，以便沟槽回填，同时也较好地处理预留的管材接缝。闭水试验根据规范要求，污水管每仓需进行闭水试验。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计试验可利用管节两端窨井作为闭水水头，要求水头在上游管道内顶2m以上，闭上试验前应先灌水24小时，使管道充分浸透。加水至标准高度，观察水位下降值，若在30min内水位下降在规范值以内，则闭水试验合格。闭水试验合格后，应及时抽干内水，拆除管内封堵。四、沟槽回填管道以隐藏工程验收合格后，准许沟槽回堵。（1）沟槽回填沟槽回填土，对于不同的部位有不同的要求，以达到即保护管道安全，又满足上部承受动、静荷载；即要保证施工过程中管道安全又保证上部修路、交通放行后的安全。（2）沟槽回填的技术要求和质量保证措施：<1>沟槽回填土在管道隐蔽过程验收合格后进行，复土时沟槽内积水排除干净，严禁带水作业，并不得回填淤泥腐植土及机物质，大于10cm的石料等硬块也应剔除，大的泥块要敲碎。<2>为了保证工程质量按照宁波市《市政工程施工及验收技术规程》进行施工。当管道铺设好之后，二侧及管项以上50cm范围内的覆土，采用素土分层对称平整夯实。再用50%塘渣，50%素土回填、压实。<3>一般属于1：1.enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计0开挖，极个别人受地质影响，采用钢板桩，对钢板桩影响质量的拔除工作中，拔除之后应及时灌注黄砂，并适中冲水帮助砂下沉，插入机振捣。（或者根据建设方的要求压密注浆）以填充钢板拔除后留下空隙。拔桩派专人指挥，谨慎操作确保安全。拔除的钢板桩应及时分开堆放。沟槽拔桩或拆除支撑后，原地面不应发性明显沉陷或开裂，沟管接口无裂缝和渗漏。<4>如果采用横列板施工的沟槽，回填复土应自上而上的顺序逐层进行。每次拆板块数一般不得超过三块，若遇土质较差或支撑易走动时，则不得超过两块。拆板和复土交替进行。当天拆板，当天复土，当天夯实。<5>沟槽回填顺序。应按沟槽排水方向由高到低分层进行；沟槽两侧同时回填夯实，以防管道位移；回填土不得将土直接砸在抹带接口上窨井等附属构造物回填土应四周同时进行；与其他管道交叉的地方回填土时，要做妥善处理。<6>胸腔以上复土时，应分层整平和夯实，每层厚度应根据采用的夯实工具和密度要求而定。在使用推土机或压路机械，管项以上的复土厚度不小于70CM。沟槽复土时，槽边应保护等安全措施，沟槽上下应统一指挥，相互协周，以免发生事故。<7>拆下的横列板、竖列板、铁撑住、钢管、原木、槽钢等设备应及清理、保养、并堆放整齐，做到工完场清。<8>回填土的质量按回填土的密实度进行控制。<9>沟槽土沟回填土质量控制图表见下图。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计沟槽土方回填质量控制图表学习操作规程和质量标准书面交底操作人员参加中间抽查自检办理回填土隐蔽验收签证清理现场，文明施工自检记录质量评定记录隐蔽验收记录施工记录准备工作技术交底施工质量评定资料整理确定回填方案测量仪器准备回填机械准备清理现场，作好排水清除基底杂物和草皮回填分层控制厚度验评标准道渣间隔土清除大土块分层测量填土标高分层检验填土质量胸腔部分及管顶以上500m每层一组(三点)学习图纸和技术资料回填土夯实干密度试验记录enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第八章桥梁工程施工技术方案本工程范围内有一座4X10M跨径的简支梁桥，桥面连续，桥梁与道路正交，桥头设搭板，桥梁上部结构为10米预应力钢筋混凝土空心板梁，下部结构采用盖梁式墩台，Φ100钻孔灌注桩基础。现就本桥各部位的施工方法和技术方案作详细阐述如下：桥涵工程施工要点1、严格按照现行有关施工规范和标准进行施工。2、水泥搅拌桩施工前应先将顶面杂填土、淤泥清除，将松散素土夯实。3、路桥侧石高度、路桥横坡均要求在桥梁两侧25米范围内同道路接顺。4、格栅摊铺前应将场地平整好，摊铺时应尽量张紧但不得损坏土工格栅。摊铺后立即用级配碎石覆盖层回填，厚度≥20厘米。5、桥头地基处理时，应根据不同的地基条件，按设计要求采取不同的方法进行加固，做到既经济又有效。6、灌注桩施工需穿越淤泥层和砂层，施工时应注意采取有效措施以防坍孔。7、钻孔灌注桩施工时应注意地层变化，在地层变化处均应取样，判明后记入记录表中并与地质剖面图校对。8、钻孔灌注桩应进行清空，钻孔灌注桩桩底沉渣厚度应小于20厘米。，不得用加深钻孔深度方式代替清孔。9、应防止雨水浸泡基坑，若被浸泡，应挖除被浸湿部分并用与基础同的材料回填。10、桥梁采用先张法预应力混凝土桥梁，存梁时间不宜过长。11、板桥预制时应注意板梁预制发祥和角度。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计12、预应力张拉程序应符合设计要求，预应力放张时混凝土强度须符合设计规定。13、盖梁浇筑时应采取有效措施，防止模板或支架不均匀下沉产生裂缝。14、模板和支架应采用钢材、胶合板或符合设计要求的材料制作，钢材可采用现行国家标准《碳素结构钢》（GB700）中的标准。15、预制板顶面混凝土要按施工要求进行拉毛处理，浇筑混凝土前用水冲净，不得积水以利现浇混凝土与其结合。16、桥面铺装以前不容许车辆在梁板上行驶。17、夯填塘渣粒径≤10厘米，要求级配均匀。18、制作伸缩缝之前应清理板梁端缝，以防止在施工过程中施工杂物进入缝隙内，影响梁体的自由伸缩。19、台背土的回填应在板梁搁置完成后进行。一、围堰施工技术措施<一>、施工原则：1、为确保整个工程施工的顺利，创造一个文明安全的施工现场环境，决定采取围堰施工，围堰高度的坡度根据水文站提供的水深、流速、历年洪水水位高程记录、降雨量记录、未来气象中期预报资料及考虑一定的安全予留量确定，围堰内土体基层处理以见到老土为标准，然后采用黄色粉质粘土回填，道渣抄平，最后用素砼回填至横梁底标高。2、围堰施工以桥中心为界分二次进行，确保雨期、汛期河道水位正常。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计<二>、围堰法施工1、对于桩基础拟采用草袋围堰然后按照陆上施工的方法进行。2、围堰外侧边坡取1：0.75,内侧为1：0.2，顶宽2-2.5米。草袋内装松散的粘性土，装土量为袋容量的1/2至2/3。袋口用麻线缝合。为防止渗水，围堰中心设0.5米粘土心墙。草袋堆码时互相错缝，堆码整齐。堰顶高出施工最高水位0.75米左右。在对围堰体系进行全面检查合格后，进行抽水并用高压水冲除淤泥后再抽水，回填土至原地面高度，经沉积压实处理后拼装桩架，以后进行的桩基础、承台立柱施工同陆上作业。二、钻孔灌注桩施工技术措施<一>、概述：本工程桩基础为钻孔灌注桩施工选用GPS一10型工程钻机，钻孔直径为F100。正循环法施工。钻至设计标高后即终止，进清孔，安放钢筋笼，下入导管后进行第二次清孔，钢筋笼的长度与焊接质量、孔底标高、泥浆指标等均符合设计的规范要求后，进行混凝土灌注，直至规定标高方止，钻孔中及混凝土所排出的泥浆抽入泥浆罐车运弃。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计<二>、施工流程平整场地®清除障碍¯¯桩位放样泥浆箱¯护筒埋设¯钻机就位¯钻孔¬钢筋笼制作¯一次清孔¯®测量孔深®检查孔底沉渣¯检验钢筋笼¬下笼®钢筋笼就位¯下导管¯二次清孔¯®检查二次清孔沉渣¯测砼坍落度¬砼灌注®做砼试块¯拔除钢护筒enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计<三>、施工准备1、熟悉工程设计图纸和地质资料，包括地质分层、土层含水量、特性以及地下水位。熟悉周围环境资料和施工区域以及区域内的地下地上管线、地下障碍物的资料。2、施工现场平面布置在基坑内侧离围护桩500mm开挖两条400x400的泥浆沟。基坑四个角落设置四只3mx3mxlm的泥浆池。现场暂设二个钢筋笼制场地，位置在基坑中央近泥浆箱；四只泥浆箱两俩组合(一只作储浆用，一只作废浆用)，位于基坑中间，距基坑两端1／4处。<四>、测量放线1、对建设单位提供的现场测量点(红线点和水准点)进行妥善的保护。2、根据红线点测放出桩位，用红漆在砼地坪上作好标记3、测量内业及外业均由技术人员复核。<五>、护筒施工1、护筒采用钢板卷制，根厚4mm，护筒内径比桩身设计桩径大100mm。2、护筒埋设采用人工开挖。护筒埋设位置应正确，其中心线与桩位中心线允许偏差不大于20mm，并应保证护筒垂直。3、护筒埋设尝试应使护筒座老土(黄灰色填土哉褐黄色粉质粘土)20cm，并露出地面(标高十4．20m)以上60cm。4、开挖埋设后，护筒周围应用粘土分层回填夯实。<六>、成孔施工根据现场条件及施工进度，拟投入4套钻机施工。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计<七>、成孔操作1、在围护桩两侧铺设高60cm的路基箱，其上放枕木，钻机就位后，钻机底座应平衡、坚固，滑轮与钻盘个心、护筒的中心，应在同一铅垂线上．2、钻具下放前，应做好检查工作，钻进过程中，应注意第一、二根钻杆的进尺，保证钻具与孔的中心垂直，同时需要吊紧钻具，均匀钻进，须指定专人操作．3、钻进中需要根据地层的变化而变化钻进参数，在整个钻进过程中应指定专人操作。在粘土层中钻进速度宜为70-120转／分，在淤泥质土、亚砂土及粉砂层的钻进速度宜为40—70转／分，同时还根据钻机负荷、地层的变化、钻孔的深度、含砂量的大小等具体情况，及时采用相应的钻进速度，从而保证成孔质量，防止钻孔偏斜。4、在容易缩径的地层中，应采取钻完一段再复扫一遍功方法。在提拔钻具时，发现有受阻现象的孔段，应指定专人进行纠正。复扫的工作，必须认真对待和操作、处理。5、钻进中泥浆的控制：在粘土、亚粘土地层中，泥浆的比重一般控制在1.1—1.3；在砂层和松散易塌的地层中，泥浆的比重一般控制在1.2—1.4，粘度18-24秒。6、加接钻杆应先将铃具稍提离孔底，待泥浆循环2—3分钟后再拧却加接钻杆．<八>、清孔施工1、第一次清孔：钻孔至设计深度后，停止进尺，稍提钻具离孔底10—20cm，保持泥浆正常循环，定时空转钻盘，以便把孔底残余泥块磨成泥浆排出，清孔时间约为30分钟。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计2、第二次清孔：第一次清孔后，提出钻具，测量孔深，接着应抓紧时间安放钢筋笼及砼导管，随后进行第二次清孔，时间一般为0．5—l小时。3、第一、二次清孔后，分别测量孔深及孔底沉渣。4、第二次清孔后，孔底沉渣厚度应<20cm，泥浆指标为1.15-1.20，粘度为18—24秒，含砂量为4％左右。<九>、钢筋笼制作及安放1、制作标准2、焊接过程中，应即时清渣，钢筋兔两端的加强箍与主筋应全部点焊，必须焊接牢固，其余部分按设计要求进行焊接。3、每切钢筋笼上、下各设置一道钢筋定位控制件，每道沿圆周布置3只。保护层厚度为50mm。4、钢筋笼主筋连接根据设计要求，采用单面焊接，焊缝长度＞10d，主筋接头间距＞45d，且同一截面接头数＜50％。<十>、钢筋笼安放要求1、钢筋笼的安放标高，可由护口管顶端处的标高来计算，安放时必须保证桩顶的设计标高，允许误差为土100mm。2、钢筋笼下放时，应对准孔位中心，一般采用正、反旋转慢慢地逐步下沉，防止碰撞，放至设计标高后应立即固定。护筒施工1、护筒埋没中心位置与桩位允许偏差＜20mm，埋设必须进入老土20cm。2、护筒埋设完毕后，桩位中心点插上12钢筋，以利桩架就位对中。3、护筒埋没后。四周需用粘土田填、展实，防止钻时浆液漏失。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计4、成孔直径必须达到设计桩径，成孔用钻头应有保径装置(采用双腰钻头)。钻头直径应经常检查核验足寸。4-9-5、成孔施工应一次不间断地完成，不得无故停钻。为确保成孔施工顺利，防止设备故障，现场配备足够的机械配件。6、成孔过程中，孔内泥浆坡面应保持稳定，并高出地下水位1n以上且不低于自然地面30cm。相邻两钻孔不宜过近，在刚灌注完混凝土的桩邻近钻孔时，其安全距离不小于4d，或时间间隔大于36小时。7、成孔过程中泥浆循环槽应经常疏通，泥浆箱、沉淀箱也要定期清理。清孔施工1、清孔结束后，孔内应保持水头高度，并应在30分钟内灌注混凝土。若超过30分钟、必须重新测定泥浆指标，如超出规范允许值，则应再次清孔。2、钢筋笼制作前应清除钢筋表面污垢、锈蚀，钢筋下料时应准确控制下料长度。3、钢筋笼采用环形模制作，制作场地保持平整。4、钢筋笼焊接选用ФB50焊条，焊缝宽度不应小于0.7d，厚度不小于0.3d。5、成型的钢筋笼应平卧堆放在平整干净的地面上，堆放层数不应超过2层。6、钢筋笼安装入孔时和上下节笼进行对接施焊时，应使钢筋笼保持垂直状态，对接钢筋笼时应两边对称施焊。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计7、孔口对接钢筋笼完毕后，需进行中间验收，合格后方可继续下级进行下一节笼安装。混凝土施工1、混凝土参数：混凝土采用25#水下混凝土，在施工过程考虑采用商品砼。2、混凝土灌注混凝土灌注前、清孔完毕后，应迅速安放混凝土漏斗与隔水橡皮球胆，并将导管提离孔底0．5m。混凝土灌量必须保证能埋住导管0．8—1．3m，初灌量选用2．5m。3、每次灌注，必须按规定测坍落度二次，应做好试块一组(三块)，试块应标明桩号、日期、并放入水中养护。4、灌注过程中，导管理入深度宜保持在3m—9m之间，最小埋入深度不得小于2m。浇灌混凝土时随浇随提，严禁将导管提出混凝土面或埋入过深，一次提拔不得超过6m，测量混凝土面上升高度由机长或班长负责。5、如运到现场的混凝土发现离析和易性不符合要求时；应再进行拌制，以防堵塞导管。6、桩身实际浇注混凝土的数量不得小于桩身的计算体积的1.05倍，不应超过计算值的1.1倍。7、为了保证项目质量符合设计要求，混凝工实际浇灌高度应到护筒口，且要保证混凝土中不夹泥浆。8、混凝土浇灌完毕后，应及时割断吊筋，等地面以上混凝土初凝并提出护筒，清除孔口泥浆和混凝土残浆。9、施工时实际采用的混凝土强度应比设计桩身强度提高一个等级，混凝土初凝时间为正常灌注时间的2倍。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计10、混凝土如因运输周转产生离析现象应重新搅拌后才进行灌注。11、混凝土灌注必须保证连续紧凑地进行，单桩浇灌时间必须在30分钟内浇灌完毕，如超过30分钟，需重新清孔。灌注严禁中途中断，导管埋入砼中不得小于2米。12、混凝土灌注的充盈系数不得小于1．05，也不宜大于1.1。 13、导管使用后应及时清除管壁内外粘附的混凝土残浆，以防再次使用时阻塞导管。14、混凝土初灌量应保证混凝土灌入后，导管理入混凝土中深度为0.8-1.3m，混凝土初灌量为2.5立方米。15、混凝土浇灌中应防止钢筋笼上浮，在混凝土面接近钢筋笼底端时灌注速度应适当放慢，当混凝土进入钢筋笼底端1—2m后，可适当提升导管，导管提升要平稳，避免出料冲击过大或钩带钢筋笼。16、混凝土实际浇灌高度应高出地面60cm，保证桩顶混凝土达到设计要求。三、立柱及盖梁施工技术措施A、立柱施工立柱清水砼的表面平整、光滑、无缺陷、无接搓、色泽一致。本标段主线立柱砼均考虑采用厂拌砼。一、施工顺序立柱弹线复核®标高测定®钢筋绑扎®®模板安装，支架搭设®验收®砼浇筑®养护®拆模二、前期准备：enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、对承台立柱的交接面,做好施工缝的处理。凿毛，用水冲洗并清除积水。2、在承台内埋设必要的固定立柱模板用的Φ28钢筋。3、搭设脚手支架,支架采用Φ48钢管扣件组合。三、模板选型加工1、本标段立柱采取一次到顶法施工，故定型模板配制高度取若干块标准块，每只立柱另加非标定型模板组成。2、立柱模板由四块定型钢模组合而成，面板用4mm厚钢板，角部制成园角，横龙骨用[10@750,竖龙骨用80×100方钢@300，拼接处用[10，拼缝螺栓用Φ12@300。四、立柱定位、高程控制根据测量提供的轴线、水准测点，在承台上弹出立柱控制线和标出标高控制点。五、立柱钢筋1、钢筋绑扎前必须把立柱与承台接触面浮浆和松动石子凿除，露出砼中粗骨料，用水冲洗干净，同时把承台面柱预留筋刷干净。2、为防止钢筋骨架变形，箍筋除按图纸绑扎外，间隔1.5m左右点焊搭接主筋。3、钢筋布置就位后，按规范进行验收，发现不符合要求及时整改，并填写自检单。六、立柱模板安装与拆除1、立柱模按分段浇捣长度在地面上一次拼装成型，拼缝内夹定型橡胶条密封，拼装后用腻子拼密批平。模板表面刷地板蜡后再面刷脱模剂。2enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计、成型后模板用吊车配合安装，水平位置按控制线，垂直度用经纬仪控制，并用钢丝绳为攀线，在立柱四角一端固定于模板一端固定于地锚，通过花兰螺丝调整模板至垂直，地锚采用脚手架钢管入土1m，必须坚固稳定。同时在承台内预埋Φ28钢筋，以用作固定立柱模板。3、立柱模拆除为分片拆模，为保证清水砼质量，拆模时要求不得强行拉撬模，以不损伤清水砼表面光洁为前提。4、拆下的模板由专业人员保养，清除表面砼斑，用砂皮修整模平面，并整修几何尺寸，确保模板正常周转使用。5、暂时不用的模板应堆放整齐，并按要求支点位置搁置楞木，避免模板翘曲。七、立柱砼1、立柱砼考虑采用商品砼。水平运输采用砼泵车直接注入立柱。2、砼浇捣前，对模板拼缝进行特别检查。并做好新老砼接浆。3、浇砼时，设置串筒或等同装置垂直向下送料。送料及振捣分层进行，分层厚度50cm左右。振动机按有效直径60cm分布，同步施工，每浇筑一层，提升一层，振捣上层时插入下层5-10cm，操作上要求快插慢拔，尽量避免碰撞钢筋模板。砼需振捣到停止下沉，无显著气泡上升，表面平整一致，呈现薄层水泥浆为止。4、立柱拆模后，立柱外包覆塑料薄膜，以达到保温、保湿养护的目的。八、清水砼施工工艺上的控制为确保立柱清水砼的色差基本一致，要求做好厂拌砼的材料选用和计量工作。1、立柱混凝土材料必须选用同一产地，同一厂家的同一品种厂拌砼，将有关证明文件报请监理工程师审阅。2、优化配合比，并掺入适量的引气剂，减少水灰比，减少汽泡。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计3、钢筋：为了避免出现露筋现象，半圆形砂浆垫块卡在箍筋上。立柱钢筋扎铁丝全部采用镀锌铅丝，绑扎好后将每个铅丝头朝里弯。立柱模板吊装好后，经校正固定后在模板上口用定型钢箍将钢筋与模板之间保护层厚度保证好。4、摸板拼装：模板底部找2-3cm厚水泥砂浆找平层，找平层内口与模板面平齐，为了防止漏浆，吊脚、砂带现象，在模板就位之前在找平层上垫一层马粪纸或海绵条。大模与大模拼装时用海绵条填充接缝。大模拆除后翻转使用之前，必须清理大模上的砂浆，模板拼缝被砂浆嵌满的要铲清，然后在模板面层上刷脱模剂。5、砼浇捣：清水砼坍落度比普通砼稍微小些，坍落度小可以减少砼表面气泡。砼浇捣时采用串筒，因为柱子高度较高，砼直接布料容易造成砼离析，对清水砼出现二种影响。(1)、色泽不匀，(2)、砼表面气泡增多。砼每一次布料厚度控制在30cm以内。砼振捣是一道关键工序，振捣方式采用先周边后中间，增加振捣点控制振捣时间，快插慢拔，将模板周边的气泡引至中间，然后引出砼面。6、砼的养护及产品的保护：2—3天后进行拆模，拆模后立即用塑料薄膜将柱子包起来，使柱子内的水份不易蒸发，形成自然养护，表面塑料薄膜不易使砼表面受油渍，砂浆等污染。九、质量保证措施和质量检验标准1、质量保证措施：立柱钢筋定位是保证立柱位置的重要部份，故在立柱主筋固定前要复测其位置，保证其位置准确。2、模板是保证砼质量的一个重要条件。（1）模板的本身要表面平整、尺寸准确、拼缝密实，故在模板加工过程中，由专门人员对其进行检查。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（2）模板在安装之前，预先在地面试拼装，试拼符合要求后，再安装就位。（3）模板接缝采用海绵条，保证模板在砼浇捣过程中不漏浆。（4）模板面采用涂地板腊后再刷脱模剂，以利方便拆模，保证在拆模过程中不影响砼表面质量。十、立柱施工安全技术要求1、立柱脚手施工，模板采用大模板一次到顶，因此，脚手搭设同步进行至盖梁底，脚手立柱间距为1.1×1.8m，内立柱离砼面的间距为700，脚手的立柱下垫槽钢，砼基层表面平整，脚手架与墩身拉结采用四周箍紧，脚手的外侧面设45°斜刀撑，整个脚手外挂密眼安全网。2、在结构施工阶段，教育所有施工人员不得向施工区域外乱抛物，以确保行人、车辆的安全。B、盖梁施工本工程因工期紧施工时原桥要作交通通道，进度计划考虑砼浇捣后7天安装空心板梁，所以本盖梁渗砼早强剂来提高砼早期强度，让上部早日施工。一、施工顺序盖梁定位®标高复核®支架搭设®底模铺设®弹线®钢筋绑扎®侧模安装®混凝土浇筑®拆侧模®混凝土养护®拆底模及支架二、盖梁定位1、盖梁定位采用原承台施工的轴线引出控制线，用经纬仪垂直投影到柱顶上定出盖梁中心线。2、在立柱上定出标高控制点，作为盖梁施工的标高依据。三、盖梁支架enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、盖梁考虑全部采用排架支撑。2、排架结构为Φ48×3.5钢管组成落地支撑，纵横距按施工设计取定，一般不大于50cm，并要求每平方不少于8根。单根立杆选用较长的钢管，以减少接长接头数量，立杆的接头构造为上下一立杆用2只回转扣件扣紧，排架每1.8m高加水平连接管，排架外面四边全部按规定加剪刀撑，并在排架四周拉通并与立柱箍紧，空隙处用硬木榫紧，以确保支撑体系的稳定。3、排架上部加3″×6″搁栅，间距同排架立杆，且安放于立杆边，确保盖梁受力于排架立杆。支撑排架是上盖梁关键工序，排架搭设好后由专人对排架进行专门验收，验收合格后方可支模。四、盖梁钢筋钢筋的一般要求见承台施工的相关内容。盖梁钢筋绑扎顺序底板布筋弹线----钢管脚手搭设骨架靠架----放箍筋、底板分布筋----骨架安放与钢管靠架临时固定----安放箍筋----骨架角钢限位、骨架面分布筋绑扎----骨架侧面分布筋绑扎-----支座网片筋----钢筋扎完毕校正五、钢筋骨架加工要求1、首先必须按图纸要求列出清单和钢筋排列图，根据梁的内力情况，制定钢筋的碰焊接头，并同时满足市政桥梁规范要求。2、钢筋骨架制作宜就近进行，选择平整硬地，便于加工，并考虑吊机的吊运安装。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计3、骨架成型吊装时，因本身长度较长，自身刚度较差，起吊易变形，因此采用长铁扁担四点垂直吊。对骨架局部易变形处设置临时支杆。起吊时，骨架两端各拉一根缆风绳，以防在空中转动，影响就位。4、骨架下的砼垫块选用级配较高的砼垫块，并根据实际情况缩短垫块间距，垫块中预留铁丝与钢筋固定。六、盖梁模板1、盖梁底模采用统一厚度的七夹板，表面批嵌平整并用环氧树脂刷光。模板拼缝采用清水685油漆批嵌，确保不漏浆。侧模采用涂塑定型模板，按剖面尺寸确定板块模数进行加工制作，便于拼装和重复使用，侧模采用对拉螺栓固定。2、盖梁侧模拆除在盖梁砼达到15MPa左右.3、盖梁搁置挑口标高设定根据纵坡控制要求。七、盖梁砼1、盖梁采用商品砼，安排每一根盖梁一次性连续完成。由于本工程的盖梁标高较低，在汽车泵使用范围之内。所以盖梁全部采用汽车泵悬臂送料。盖梁下料由两端向中间立柱部位分皮连续施工。砼坍落度控制在10-12cm，浇捣时要注意流淌砼的振捣，注意振动棒不碰撞波纹管。2、浇捣时由专职测量员，随时观测排架沉降情况，观测到浇砼结束后4小时，做好观测记录。观测过程中如发现沉降异常，应暂停浇砼，采取必要措施后再继续浇捣。3、砼浇捣完毕后表面用刮尺木蟹磨平。表面砼初凝后盖塑料薄膜加草包保温养护。4、商品砼要求供应厂家为同一厂家，同一级配，用同一牌号水泥、黄砂、石子同一产地，确保清水砼色差一致。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计四、板梁技术措施A、板梁制作一、板梁拟采用在现场集中预制加工，并布置在桥侧。具体位置根据现场情况另定。梁板预制后，应加强养护，其后的质量检查，符合预制厂出厂合格要求，如业主有要求采用加工厂预制，则按加工厂施工工序进行。二、侧模结构形式采用特制定型钢模，4cm厚冷轧钢板为面板，四道L60×60角钢横向肋条，5cm宽4cm厚钢板作纵向肋条，间距40cm。采用斜向支撑木和底顶铁顶固定侧模，上设1cm一道的栏杆，要求底模外侧设置埋预件，作为支撑点。三、施工要点和注意事项：1、模板具有必须的强度、刚度和稳定性，板面平整，接缝严密不漏浆。接缝采用螺栓连接，内衬海绵垫层，底模与侧模见也衬海绵垫层。2、模板与钢筋的安装工作应配合进行，方案绑扎钢筋的模板应待钢筋安装完毕后安设。3、模板安装完毕后，应对其平面位置、节点联系及纵横向稳定性进行检查，符合要求后方能浇筑混凝土。4、采用统一的优质脱模剂，以保证外观美观。四、钢筋制安1、钢筋成型前应先熟悉图纸，并进行技术交底和原材料试验。2、钢筋制作在钢筋车间实施，成型号的钢筋分类堆放。露天堆放钢筋应做好防雨措施。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计3、钢筋生锈后，应及时除锈，不得有严重锈蚀现象，严禁油渍等污染钢筋。4、钢筋调直采用冷拉方式，冷拉率不得超过规范要求。采用切断机或切割机下料。5、安装时，钢筋采用绑扎搭接；绑扎搭接长度不小于35d，同一截面接头不得大于50%，接头间距不得小于30d。6、安装完毕后应进行隐蔽工程验收，合格后方能进行下道工序。五、砼灌筑砼采用加工厂商品砼，振捣器具采用50#和40#插入式振捣器。其施工要点如下：1、施工前应事先由试验室给出设计配合比，坍落度控制按加工厂及商品砼要求控制，并做好各项原材料试验工作。根据生产进度可以渗入早强剂，其数量和型号由专业试验室给出。2、板梁浇筑顺序：底板→安放钢筋→两侧。实心板梁一次分层浇捣完成。砼分层浇筑厚度应在30cm左右，浇筑顺序为梁浇筑顺序为梁板一端向一端分层进行，并在下层混凝土初凝或能重塑前浇筑完上层砼。3、砼采用插入式振捣器振实，移动间距不应超过振捣器作用半径的1.5倍，振捣上一层时应插入下层砼面50mm，采取快插慢拔，查点均匀有序，不得遗漏，并避免振捣棒碰撞模板、钢筋。4、每一振捣部位必须振捣到该部位砼密实为止。浇筑完毕后，对顶面应及时休整抹平，定浆后，再抹第二遍并拉毛。5、浇筑期间设专人检查模板、钢筋等情况，发现问题及时处理。6、采用麻袋湿养护，并在梁板表明型号和制作日期，做好各项技术条件。砼强度达到2.5Mpa前不得拆模。B、板梁的移运、堆放和运输enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计一、吊点的位置按设计要求规定设置，用汽车吊进行起吊作业，设置扁担、起吊梁板，钢丝绳的角度应符合规范要求。二、砼强度达到2.5Mpa以上时方可拆除侧模板，强度达到75%以上方可移动和堆放。三、堆放场地应平整密实不积水。按吊运及安装次序堆放，防止越堆吊运。如堆垛时，板间应有垫木，支撑点与设计支撑点要基本一致。四、具体施工步骤如下：1、对各墩台进行测量放线，测量桥跨，确定各支座位置，并在盖梁和桥台上划出安装梁的边线。2、测量各支座点标高，检查其平整度和标高是否符合要求，否则应立即修凿平整，并以水泥沙浆抹平。同时对板梁支承面应予以清理整平。3、橡胶支座在安装前，应全面检查产品合格证书中有关技术性能指标，不合格者不得使用。4、对到场的汽车吊性能作进一步检查，架桥机采用2×2片双导梁贝雷桁架组拼，先进行试吊，确保安全。吊装和吊具应符合规范要求。对断丝的钢丝绳必须调换。5、吊装梁板前，在支座位置安置橡胶支座，仔细将梁安放至准确位置且与支座密贴；就位不准时，必须吊起重放，不得用撬棍移动。安装时，应准以梁板的编号和顺序，以防错放。6、检查验收梁板安装质量，合格后进行绞缝施工。绞缝时光前，应在梁底板间隙用水泥砂浆进行勾缝，以防漏浆。将制作好的绞缝钢筋放置在板间，分层浇筑砼，用插入式振捣器振实，顶面抹平拉毛。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计五、挡土墙施工方案一、挡土墙基础，应以地形和地质条件按设计要求埋入地面以下足够深度。施工前，应做好场地临时排水，除一般应随开挖，随下基，随砌筑并及时分层回填夯实（或压实）和做好墙后排水设施外，还应注意：1、对土质基坑应保持干燥。雨天施工坑内积水应随时排除，对受水浸泡的基底土（特别是松软淤泥）应全部予以清除，并换以好土回填[或以碎（砾）石夯填]至设计标高。2、挖基时如发现与设计不符的软弱地基，承载力不足时应通过变更设计程序，采取措施后方可施工。3、采用倾斜地基时，应按设计倾斜挖凿，不得用填补法筑成地面。二、墙体砌筑与分段设置伸缩（沉降）缝：1、砌筑基础前，应将基底松软、风化表面清除干净，然后铺满砂浆，石质基坑内，基础紧靠坑壁砌筑，并插浆塞满间隙，使之结成整体；对土质基坑或风化软石基坑，在雨季施工时，应于基坑挖至设计高程，立即满堂铺砌一层。2、重力式挡土墙分段砌筑，必须按设计要求间距，留出伸缩（沉降）缝，并按规定要求的挡墙断面（坡度）砌筑平整，缝成直线，为此可设立临时标准样架作准绳，使墙面正直整齐。三、回填用料选择与泻水孔设置：enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、砌体出地面后，砌缝强度容许（胶结强度达到70%），即可及时回填。有条件时尽量采用粗粒料，如砾石、碎石或矿渣，不用或少用细砂、粉土或软塑型粘土等，亦不允许夹有冻土块、木屑、树根、杂草等。回填土的含水量，不应超过最佳含水量的10%。2、土墙在砌筑过程中，必须随时掌握砌至一定高度后按设计要求尺寸位置设置泄水孔，并在进水孔口墙背做好反滤防渗隔水设施。3、第一排泄水孔应高于边沟底0.3m设置。浸水挡土墙应用砂、砾回填，其最低一排泄水孔应高出常水位0.3m。四、路肩墙顶护柱、护栏或护墙的设置规定：1、路肩挡土墙在下列情况下，应按设计要求设置护柱、护栏或护墙，以策交通安全。2、顶高出地面6m，且连续长度大于20m；3、墙顶高出地面4m，且靠近居民集中点；4、位于悬岩，陡坎或横坡度陡于1：0.75，且连续长度大于20m；5、在弯道处的路肩式挡土墙。护柱、护栏或护墙内侧距地面边缘应不小于规定的路肩最小宽度五、砌石工程材料质量有关规定：根据《公路路基施工技术规范（JTJ033-95）》要求，砌石工程的材料质量，应符合下列规定：1、选用的水泥、石灰、砂、石及水等，要求质地均匀，水泥不失效，砂石洁净，石灰充分消解，水中不得含有对水泥、石灰有害的物质。2、石料强度有的低于设计要求，并不小于30Mpa，无裂缝，不易风化。3、片石最小边长及中间厚度不小于15cm，宽度不超过厚度的二倍。块石形状大致正方，厚度不易小于20cmenforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计，长、宽均不小于厚度，顶面与底面应平整。用于镶面时，应凿去锋棱凸角，表面凸陷部分不得超过2cm。4、砂浆强度不低于设计标号，拌和均匀，色泽一致，稠度适当，和易性适中。六、砌石错缝、找平、密实、美观：1、砌体石块应互相咬接，砌缝砂浆饱满，砌缝宽度一般不大于3cm（浆砌块石），上下层错缝（竖缝）距离不小于8cm，并应尽量使每层石料顶面自身形成一个较平整的水平层，或通过适当的调整，每隔70-120cm找平一次，作为一个较平整的水平层。2、砌石时，一般应按平面上先砌角石，再砌面石，最后砌填腹石的顺序进行。其空隙必须用砂浆挤填密实。严禁通缝（上下竖缝同缝）、叠砌、贴砌和浮塞。3、砌体勾缝应牢固美观，当勾凸缝时，其宽、厚要求基本相称。六、其他附属设施侧平石施工方案一、侧平石的施工1、侧平石的施工采用水泥制品厂的混凝土制品，规格、尺寸根据设计要求制作，现场收料时需认真进行成品质量检验，合格后方可使用。2、侧石施工根据施工图确定的侧平石平面位置和顶点标高排砌。人行道进口坡处的侧平石一般比平时高出1-2cm，两端接头做斜坡（即牛腿式）。道路直线段用100cm侧平石，曲线半径小于15.00m侧平石或圆角部分时采用20-30cm的侧平石。曲线半径大于15.00m侧平石或圆角部分，视半径大小，用30-50cmenforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计侧平石，相邻侧平石接缝必须堆砌，缝宽为1cm。平石和侧石需错缝对中相接，侧平石缝宽1cm，侧石与平石间的隙缝≤1cm，施工时要注意：3、平石的垫层采用C10水泥砼，在其下基层为路基结构层。勾缝用100Mpa的水泥砂浆，灌浆必须饱满嵌实，平石勾缝以平缝为宜，侧石勾缝为凹缝，深度0.5cm，接缝要进行三天以上的湿润养护。4、做完基层后，安装设计边线或其他施工基准线，准确放线、定桩。5、侧石、平时安放须稳固，做到线段直顺，曲线圆滑；侧石顶面平整无错牙，勾缝饱满严密，整洁坚实。6、雨水口处侧石、平石安放，应与雨水口施工配合，做到安放牢固，位置准确。人行道板施工方案1、人行道施工前，必须精确进行放样定位，包括路缘石、安全带、栏杆基座；现浇混凝土的人行道板、梁等，倘遇预埋钢筋位置不准时，应予调整。2、人行道板必须在人行道梁锚固后方可安装（铺设），对设计无锚固的人行道梁，人行道板的铺设应按照由里向外的次序施工。3、人行道板安装高程控制，应依据桥中线标高换算成路缘石顶面标高，并于每孔梁的两端及跨中放出样桩，标志的高程为准。4、预制人行道板在铺设前要检查验收，凡发现有裂缝或破损时，不应使用。5、铺设好的人行道板应安放稳固不摇动、外侧边线顺直、相邻板的高差不大于5mm。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计6、在人行道面前，应先按设计要求安装人行道伸缩装置，与抹面粉刷相接的部位要立模，模底部应与人行道板密贴，防止水泥砂浆流入伸缩缝内。7、人行道板接缝外应用水泥砂浆嵌填，并打扫干净后，按规定绑扎钢筋网，充分湿润并清除积水，浇筑细石混凝土，于初凝前完成抹平操作，不应再加水泥浆抹面，以防脱落。8、人行道面的划线分格，应按设计要求执行，并在混凝土初凝前完成；当人行道考虑美观要求时，可在道面粘贴彩色人行道板，亦根据设计规定进行。9、本工程人行道施工设计的结构层形式为6cm彩色人行道板及4.0cm厚毛面花岗石铺面，底层铺3cm厚1：3水泥砂浆，垫层材料：一般道路为素土夯实并铺塘渣垫层，塘渣回填厚度为20-30cm至设计基层标高，并用水泥稳定层或C15细石砼厚10-15cm浇捣。所用的花岗石石材由建设单位和监理认可的厂家生产供应，现场验收需进行成品质量检验合格方可使用，要求表面光洁，色泽均匀清晰，强度符合要求。10、路基要在接近最佳含水量时，用小型压路机压实，要求做到表面平整、密实。11、人行道的基础为素土夯实并用塘渣回填至设计标高，再用10cm厚C15细石砼找平层，塘渣采用推土机铺，振动压路机压实，C15细石砼找平层采用现拌，一次性摊铺成型，施工方法与道路基层相一致。12、人行道板施工采用3cmenforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计厚的水泥砂浆用于找平和铺砌小方块的作用，施工时要严格控制含水量，一般要求是捏起来能成团，便于铺设上层的彩色人行道预制板。小方块铺砌时要求表面湿润，有利于砂浆与小方块的结合。13、铺贴人行道板一般采用“放线定位法”顺序铺砌，板底应紧贴砂浆层，饱满、密实，不得有“虚空”现象。14、经常用3米直尺沿纵横和斜角方向靠量面层整度，预制板底的水泥砂浆找平层应平整、密实，人行道板底完全坐实，上下层结合整体，相邻板块紧贴，表面平整，线条顺直，图案拼装正确。路缘石、栏杆及防撞护栏的浇筑和设置1、为减少从缘石与桥面铺装缝中渗水，缘石粗采用现浇混凝土，使其与桥面铺装的底层混凝土结为整体。2、对于现场浇筑混凝土的路缘石，宜采用光洁度较高的模板，立模必须支撑牢固，线型要顺直，纵坡和顺，标高误差不大于2mm。3、防撞护栏、栏杆及灯桩的位置必须精确定位，预埋钢筋的位置有出入时应予调整。4、防撞护栏与栏杆的伸缩缝应同桥面的伸缩缝在同一直线上。5、栏杆块件必须在人行道板铺设完毕后方可安装，安装栏杆柱时，必须全桥对直、校平（弯桥，坡桥要求平顺）竖直后用水泥砂浆填缝固定。6、采用钢管作为栏杆扶手时，钢管应在工厂内调直整形，并根据钢管长度合理选择接头的位置。扶手端部应焊接端盖，防止雨水侵入。用于栏杆的钢管宜在工厂内采用“酸洗”、“喷丸”等工艺进行充分除锈后接着喷涂防锈底漆。7、钢管扶手安装完毕后，应对电焊及脱落油漆的部位加以清理，补涂防锈底漆后统一涂刷面漆。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计8、表面不加任何装饰的栏杆，其预制件与现场浇筑的立柱混凝土宜采用同品种、同标号的水泥、以保持色泽一致。9、混凝土浇筑完成后，应立即对现场进行清理，将被水泥浆溅落的部位冲刷干净，防止粘结，保持外观整洁。附属设施施工技术方案一、防水层铺设的原则防水层材料应经检查，符合规定标准后方可使用。防水层通过伸缩缝或沉降缝时，应按设计规定铺设；防水层应横桥向闭合铺设，底层表面要求干燥、平顺、清洁；沥青防水屋不宜在雨天或低温下铺设。二、涂刷防水层施工要点：1、施工前必须检查结构基层，其表面要平顺（用2m直尺量测，最大差值应小于3mm不允许有凸出2mm的突出物和凹深3mm以上的小坑）；表面要有中够的强度，不能有松散、掉皮、空鼓和龟裂等现象；表面不得有尘土、杂物、涂刷操作前应用空压机或洁净水吹洗干净。2、选料要合格，用前由专业实验室做试配，配比与称量应准确，配制时须按操作细则执行，搅拌均匀，当日配制料当日用完；3、按工艺流程分层涂刷。厚度、技术性能等符合要求、涂刷均匀、厚薄一致，不得有气泡、起鼓、剥离存在，未干透前不得上人、堆物或进入下一道工序。4、涂刷时使用玻璃布，无纺布等做加强层时，摊铺应平整、不起皱、不翘皮、不起鼓、搭接长度不小于10cm。三、细部结构处的处理方法：enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、阴阳角的处理2、阴阳角是涂刷防水层的薄弱环节，容易产生漏刷和厚度不够的问题，因此事先要进行增强涂刷。3、增强结构中，增加防水层一道及一层玻璃布。玻璃布用防水层配料粘贴，要求铺平粘牢，随铺布随用橡胶刮板将粘接层中的气泡赶出，不允许出现皱褶和空鼓现象。4、栏杆地袱与桥面铺装相接处，除按阴阳角做法外，另留宽10mm，深40mm嵌逢，内嵌聚氨酯胶泥；嵌缝前，缝内吹洗干净，并保持干燥。胶泥采用挤压枪嵌入缝内，用砖墙勾缝工具压平，留10mm深用107胶水泥砂浆勾缝。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第九章沥青混凝土路面施工技术方案一、沥青混凝土路面施工1沥青砼施工工艺1、沥青砼路面施工工艺流程水泥稳定层及平石验收通过摊铺沥青碎石碾压摊铺中粒式沥青砼摊铺中粒式沥青开放交通碾压碾压初压6-8T双轮压路机复压10-12T三轮压路机终压6-8T双轮压路机检查标高平整度等透油层2施工准备1、沥青摊铺前，根据设计要求，摊铺工期安排、质量要求向摊铺人员和沥青混凝土原材料拌和厂作全面交底。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计2、沥青混凝土原材料主要由拌和厂控制，施工单位委派质量员跟踪监测。沥青混凝土必须按规定的配合比设计，按配合比设计确定矿料级配和沥青用量。3、施工前应对各种材料进行试验，经选择确定的材料在施工过程中保持稳定，不得随意变更。4、根据现场施工条件，摊铺单位配备各类施工机具及摊铺队伍，机具、设备按施工单位要求准时进场。施工前对各种施工机械应做全面检查，经调试并使其处于良好的性能状态。5、进行施工时，要做好临时交通维护和安全文明施工措施。摊铺作业时，应有专人指挥协调与施工单位紧密配合。6、沥青路面的基层应具备一定的强度、刚度，表面应平整、密实。基层的拱度与面层的拱度一致，标高符全要求。当基层验收通过后，才可以进入沥青路面的施工。3沥青混合料的配合比设计1、沥青混合料应选用符合要求的材料，充分利用同类道路与同类材料的施工实践经验，并以配合比设计确定矿料级配和沥青用量。2、经配合比设计确定的各类沥青砼混合料的技术指标，稳定度、流值、空隙率、沥青饱和度等都应符合规范要求，并应具有良好的施工性能。3、沥青碎石混合料的配合比设计应根据实践经验和马歇尔试验的结果，经过试拌试铺论证确定。沥青混合料的配合比设计需按下列步骤进行：目标配合比设计阶段——生产配合比设计阶段——生产配合比验证阶段。4、经设计确定的标准配合比在施工过程中不得随意变更。生产过程中，当进场材料发生变化，沥青混合料的矿料级配、马歇尔试验技术指标不符合要求的，应及时调整配合比，使沥青混合料质量符合要求并保持相对稳定，必要时重新进行配合比设计。4沥青混合料的拌制enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、沥青混合料必须在沥青拌和厂采用拌和机械拌制。各类拌和机均应有防止矿粉飞扬散失的密封性能及除尘设备，并有检测温度的装置。2、沥青材料采用导热油加热，拌和的沥青混合料出厂温度应符合要求。当混合料出厂温度过高，并影响沥青与集料的粘结力时，混合料不得使用，已铺筑的沥青路面应予铲除。3、沥青混合料拌和时间应经试拌确定。混合料拌和均匀，所有矿料应全部裹覆沥青结合料。5、拌和厂拌和沥青混合料均匀一致，无花白料，无结团成块或严重的粗细料分离现象，不符合要求时不得使用，并应及时调整。5透层、粘层1、为保证沥青路面结构层与基层之间的整体性，在半刚性基层上必须浇洒透层沥青。2、在基层表面稍干后浇洒。当其层完工后时间较长，表面过分干燥时，应对基层进行清扫，并在基层表面少量洒水，等表面稍干后浇洒透层沥青。浇洒时宜采用沥青洒布车一次浇洒均匀，当有遗漏时，用人工补洒。3、浇洒透层前，路面应清扫干净，应采取防止污染路缘石及人工构造物的措施。洒布的透层沥青应渗透入基层一定深度，不应在表面流淌，并不得形成油膜，当局部地方有多余的透层沥青渗入基层，应予清除。浇洒透层沥青后，严禁车辆、行人通过。4、在无机结合料稳定半刚性基层上浇洒透层沥青后，宜立即撒布石屑或粗砂，其用量为2-3m3/1000m2。在铺筑沥青面层前如发现局部地方透层沥青剥落，应予修补。当有多余的石屑或砂时，应予扫除，并应尽早铺筑沥青面层。5、与新铺沥青混合料接触的路缘石、雨水时水口、检查井等的侧面应用刷子时行人工涂刷粘层沥青。6沥青混合料的运输1、沥青混合料采用较大吨位的自卸汽车运输，运输时应防止沥青与车厢板粘结。车厢应清扫干净，车厢侧板和底板可涂一薄层油水混合液，并不得有余液积聚在车厢底部。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计2、运料车采用覆盖篷布等保温、防土、防污染的措施。连续摊铺过程中，运料车应停在摊铺机前10-30外，并不得撞击摊铺机。卸料过程中运料车应挂空挡，靠摊铺机推动前进。3、沥青混合料运至摊铺地点后应检查拌和质量，对明显花白，粗细料分离、结块成团、枯焦干散、油分明显过多过少，以及出厂温度超过范围或送到工地时温度低于规范的单纯合料则不得使用。7摊铺1、摊铺机采用自动找平摊铺机，摊铺机找平时，中、下面层宜采用由一侧钢丝绳引导的调和和控制方式。表面层采用6米长铝合金引导的高程控制方法，以使摊铺层质量符合平整度、横坡的规定要求。2、各交叉口采用方格网法进行控制，首先对控制标高的样桩进行加密即先根据交叉口等高线计算各点高程。3、松铺系数沥青混合料的松铺系数应根据实际的混合料类型、施工机械和施工工艺确定，中粒式为1.15-1.25，细粒式为1.20-1.30，黑色碎石为1.15-1.3，最终经试铺决定。4、沥青混合料温度控制：沥青混合料出厂温度到场温度摊铺温度碾压温度终压温度沥青砼140℃-165℃120℃-150℃110℃-130℃110℃-120℃80℃5、机摊铺速度为匀速3M/min，摊铺过程式中不得随意变换带度或中途停顿，在铺筑过程中，摊铺机螺旋浆送料器应不停旋转，两侧边保持不少于送料器高度2/3在混合料中，摊铺现场施工单位应配有专人联系材料、控制材料总量，并检查材料质量及供料时度。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计8碾压1、沥青混合料的压实应分初压、复压、终压三个阶段进行。压路机应以慢而均匀的速度碾压，压实机械应采用钢筒式静态压路机与振动压路机组合的方式；碾压分段宜控制在30-50M，压路机每次由两端折回的位置应呈梯形，随摊铺机向前推进，使折回处不在同一横断面上。2、压路机的碾压速度选用如下：压路机碾压速度（km/h）压路机类型初压速度复压速度终压速度适宜最大适宜最大适宜最大钢筒式压路机1.5-232.5-3.552.5-3.55振动压路机1.5-2(静压)5(静压)4-5(振动)4-5(振动)2-3(静压)5(静压)3、碾压应在混合料摊铺后较高温度下进行，并不得产生位移、发裂等情况。这样易提高路面的平整度，切忌一定要等候混合料降低到110℃左右才开始碾压；压路机应从外侧向中心碾压，相邻碾压带应重叠1/3-1/2轮宽，最后碾压路中心部分，压完全幅一遍。初压应采用轻型筒式压路机或关闭振动装置的振动压路机碾压2遍，初压后检查平整度、路拱，必要时适当修补。4、复压应紧接在初压后进行，碾压4-6遍，达到压实度要求，较无显著轮迹；采用轮胎压路机的总重量不少于15T，充气压力不少于0.5Mpa，相邻碾压带应重叠1/3-1/2宽度；采用振动压路机，振动频率为35-50Hz，振幅为0.3-0.8mm，相邻碾压带重叠宽度为10-20cm，振动压路机倒车时，应停止振动，并在向另一方向运动后再开始振动。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计5、终压紧接在复压后时行，终压应用双轮钢筒压路机或振动式压路机（静压）碾压，终压不少于2遍，温度符全要求；为避免碾压时混合料推挤产生拥包，碾压时应采用将驱动轮在前，从动轮在后的碾压方式；碾压路线方向不应突然改变，压路机起动、停止，必须减速缓行；对压路机无法压实的死角、接头等；应采用其它设备在高温中进行压实。6、压路机碾压过程中，有沥青混合料粘轮时，可向粘轮擦少量水，但擦水量不宜过大，以免影响压实效果。7、在当天碾压的尚未冷却的沥青混凝土面层上，不得停放压路机或其它车辆，并防止矿料、油料和杂物散落在尚未成型的路面上。9接缝处理1、摊铺时采用梯队作业的纵缝应采用热接缝。施工时将已铺混合料部分留下10-20cm宽暂不碾压，作为后摊铺部分的调整基准面，最后作跨缝碾压。2、相邻两幅及上下层的横向接缝均应错位1m以上。中下层的横向接缝可采用斜接缝，上面层应采用垂直的平接缝。铺筑接缝时，可在已压实部分上面铺高一些热混合料，并应使接缝预热软化。碾压前将预热用的混合料铲除。3、从接缝处起摊铺混合料前应用3直尺检查端部平整度，当不符合要求时，应予清除。摊铺时应调整好预留高度，接缝外摊铺层施工线结束后再用3直尺检查平整度，当有不符合要求者，应趁混合料未冷却时立即处理。路面与检查井井框高差控制措施enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、在沥青混合体摊铺前应检查摊铺范围内的井盖框，及专业管线的检查井是否已固定到设计标高，侧壁是否已涂好沥青粘层，顶面是否已有保护隔离措施。2、沥青面层各种井盖框衔接应紧密平顺，不得有积水现象，井框与路面高差控制在2mm以内。井框局部可采用人工摊铺，边摊铺边修整，及时整形，防止粗细粒料产生离析现象。10开放交通沥青混合料路面应待摊铺层完全自然冷却，混合料表面温度低于50℃后,方可开放交通。二、沥青混凝土材料供应计划本公司为确保工程施工需要已与宁波东兴沥青制品有限公司达成供货协议。该公司是道路沥青专业生产厂家，有足够的供货能力，将按照施工进度要求保证本工程的需要。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第十章质量承诺和质量保证措施“百年大计，质量第一”保证工程质量是工程建设的基本涵义，也是施工企业生存发展的前提条件，尤其是市政工程的施工：“修桥补路。行善积德”，在多年的市政工程施工中，我们一直视质量为生命。没有可靠的质量保证，企业就难以发展和生存。质量是企业实现兴旺发达的有力保证；工程质量优良，对施工企业来说既是一种社会荣誉，又是一种精神力量，具有巨大的激励作用；而且可以吸引人才、技术、资金和市场。确保工程质量，不仅是施工单位对业主负责，而且对整个社会负责为了确保工程质量，争创优良工程，本投标人将采取如下措施：1、质量保证体系为了加强领导，控制工程质量和进度，根据我公司的技术力量和装备投入最佳力量，成立工程质量管理部，建立相应的质量管理保证体系。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计质量保证体系网络图总工程师项目经理项目总工程师项目副经理试验室材料设备组质量组施工技术组材料员资料员机械员试验员桥涵施工员路面施工员路基施工员各施工班组兼职质检员enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计2、质量保证计划措施为确保项目的工程质量，本项目施工和管理全过程严格贯彻ISO2000版质量保证体系，将公司贯彻YD-ZS-2000（质量手册编制指南）、建筑业企业贯彻GB/T12000版质量管理和质量保证条例标准实施细则等标准而建立的质保体系延伸至项目部，保证工程如期优质交工。本质保计划、措施不包括设计要求，故不把其列入。质量保证计划和质量保证措施的有效条件：按照合同承诺，按合同要求产品的保修期限。3、施工技术措施质量工作目标工程质量目标：在确保本标段工程达到合格标准的同时，争创优良工程。确保本工程达到预期质量目标的质量保证体系及实施措施。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（1）、创优质目标管理网络质量责任制1、加强分包项目管理2、落实岗位责任制3、合分项按工种书面交底4、和分项质量验收质量控制1、指定质量控制点2、跟踪管理3、分析改进质量目标确保本工程一次性合格工作质量1、合理设置岗位指定专项制点2、跟踪管理检查制度1、加强自检互检专检2、落实整改措施3、评定及奖罚4、建立总承包质量例会enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（2）、确保工程选题保证体系运行图项目工程师质量管理活动运用循环，抓全过程质量管理抓质量攻关项目，开展QC质量活动，提高工程质量监督与控制各专业班组检查制度质量信息质量责任制方针计划督促部门质量管理措施落实保证部位（工序）合格率达到85%以上坚持每道工序前的质量控制管证管线一次成优质量成本分析与控制保证竣工工程一次成优生产经理项目经理实施质量三眯到位检查制收集、分析加强自检、互检、专检收集、反馈结果分析信息分析做好台帐每周举行现场质量交流会，严格落实（管理、作业层）质量责任制，加强自检，互检，专检制度enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计（3）、确保工程质量的保证实施措施根据本工程的工程规模、工程质量、工期及承包方式要求，建立以公司副总经理为挂帅的项目管理班子，挑选技术业务精干，参加过类似重大工程建设的工程技术管理人员参加本工程施工管理，实行项目经理、项目工程师技术质量负责制。强化项目质量管理保证体系，项目开工前，根据我公司ISO2000版质量保证手册及程序文件要求，编制相应的项目质量保证计划，加强施工过程的质量控制、施工全过程中，各工序工作必须进行事先交底控制，中间检查，事后验收制度，同时把材料验收制度和计量管理制度。在努力提高工程实物质量的前提下，同样必须自开工之日起自始至按照“钱江杯”工程的档案资料规定要求做到及时、齐全、正确、规范化的标准。施工过程中准确领会贯彻设计意图和要求，主动做好业主、监理、设计、政府有关部门及施工各方之间的配合协调工作，使工程进度顺利进行。施工过程中，认真做好各专业、各分包间的配合协调关系，及早解决各工种专业间矛盾，确保工程质量一次达标。确立确保工程质量的施工工序控制流程：enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计技术部门：技术交底施工准备不合格返工处理每道工序施工班组自检质量员专检技术部门：质量评定监督单位检查建设单位冬天检查部位工程工程部：检查技术部：检查项目工程师核定监理单位核定建设单位核定政府质量监督站核定每道工序施工班组自检质量员专检enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计3、具体技术质量控制措施1）、施工管理措施为切实搞好本工程管理，确保本工程按期完成，建立本工程管理网络如下：建立项目经理负责制，讨论分析工程质量、进度及安全文明施工问题，各部门负责人应做了本部门作，成立对外联络小组，负责协调与兄弟单位有关事宜，成立青年突击队，充分发挥年青人的好学、好动、灵活的优势。2）、一旦我公司中标，我公司将及时做施工前期工作，接收现场后对由业主提供的有关水准点，城市坐标控制点进行复核，验收接收并及时做好保护工作，做好有关书面资料的收集整理工作，为下道工序施工提供可靠的技术保证。3）、工程施工前，一待接收施工图纸，即由项目经理、项目工程师组织召集项目部全体施工、技术管理人员认真学习熟悉图纸，了解设计意图和关键部位质量要求和施工措施，并认真参加设计图纸交底，以及施工组织设计的会搞、编制工作，拟订保证各部位、工序质量措施，落实质量交底制度。4）、现场项目部根据项目质量保证计划的要求，制订一个更具体的质量控制体系，明确每道工序的事前交底，中间验收及最后验收环节的要求，严格执行质量三级验收制度，及时尽早发现问题及时整改，防患于未然，确保工程中每个工序直至部位的施工质量，来保证最终单位工程质量目标。5）、为确保实现本工程质量目标，各专业工种队伍的选择，必须从我公司范围内调配人员承建同类工程经验的施工队伍进场施工，同时对于项目部专业管理人员的配备方面，也必须配备有多年现场工作经验的管理人员进行现场质量管理，施工过程中加强过程工序控制，从而从队伍素质及管理水平方面确保创优目标的实现。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计6）、施工现场加强管理工作，现场各级管理人员都必须岗位明确，从管理体制上保证工程的施工质量。7）、工程施工过程中，同时必须加强计量工作和工程施工技术资料的整理归档工作，在抓好工程施工硬件的同时，必须抓好软件的管理工作，从而保证工程的施工质量。8）、建立以项目经理全面负责的质量负责人专职负责的管理体制，保证优良质量管理建立本工程QC攻关小组，由项目工程师任组长，开发先进施工方案、方法、解决工程施工技术质量难题，切实搞好工程质量。2)原材料质量控制措施加强材料的质量控制，凡工程需用的成品、半成品、构配件及原材料、设备等严格按质量标准采购，合理组织材料供应和材料使用并做好储运、搬运工作，供应部门必须提供所有供产品的合格证，按规程要求必须做好抽样复试工作，质量管理人员对提供产品进行抽查监督，凡不符合质量标准、无合格证明的产品一律不准使用，并采取必要的封存措施，及时退场。3）模板及支撑技术质量控制措施A、模板体系制作时，必须严格经过设计和按木翻样图要求进行工，运至现场后，必须加强验收，进行预拼装以确保模板就位前的平整度和刚度，所有定型模板都必须分区进行分别编号，加以区别，更有利于模板的安拆工作快速、便捷地进行。B、工程模板主要用于过河道桥墩基础承台，桥墩模板。基础采用组合钢模拼装，Φ48×3.5钢管围檀，桥墩立柱采用定型钢模，型钢围檀固定。C、模板拆除后及时清理归堆，并刷离剂保养。4）钢筋工程技术质量控制措施enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计A、钢筋进场由材料供应单位提供质保书，并由工地质量员负责校对标牌、生产厂家，并进行外观检查，外形尺复核，且在每批钢筋中取四个试样，分别做拉力试验和弯曲试验。B、钢筋的焊接加工，在钢筋正式施焊前，应按规格要求电焊工先进行试验焊接，经试验合格后方可进行正式焊接，施焊后从每批成品中切取试样进行弯曲拉伸（在同一班内同一焊接按同一参数完成的200个同类型接头为一批）。C、当施工时遇有钢筋品种和规格与设计不符时，可根据等强、等截面代换原则，由技术员经设计鉴证核定后方可进行。D、钢筋搭接，锚固长度应符合规范要求。E、砼浇捣前，钢筋工程各项隐检手续齐全，钢筋安装的允许偏差符合规范要求。5）砼工程质量控制措施A、组成砼各原材料应有出厂合格证（质保书）和复试报告，由质量员负责检验把关，无质保书的产品一律不得进入现场。B、砼原材料的计量严格按配合比要求标量，未经项目工程师同意不得任意更改材料数量和用水量，允许偏差控制在水泥±2%,粗细骨料±3％，水±2％。C、若为自拌砼，砼搅拌时的投料顺序为：石子—水泥—砂，每次装料数量不得超过搅拌同标准容量的10％，搅拌时间不少于90s，应充分搅拌均匀，每个工作班至少应做二组塌落度试验，并按规定要求制作好砼试块，拆摸后试验室进行标准养护。D、砼浇捣前，隐蔽工程验收已通过。模板内垃圾杂物清除干净，并浇水湿润。E、砼振动器操作时应注意按快插慢拔的原则，插点呈行列式或交错式排列进行。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计F、施工缝的留设位置准确，在施工缝处继续浇贡砼时，需用同等级水泥砂浆接浆，已浇筑的砼抗压强度应大于1.2Mpa。G、砼浇捣后，应及时做好浇水养护工作。6）轴线、标高控制措施在开工前做好业主提供的水准点，导线点永久性的保护工作。A、管线的轴线由施工人员负责按图纸放样，工地质量员、施工员进行自复，由公司质监科负责技术复核，然后提请业主或现场监理复核。B、道路应根据设计图纸由专职测理工程师放出道路中心桩，其桩距在直线地段一般为20米，曲线地段10米，地形变化处应实际情况适当加密，施工过程中应妥善保护。7）管道工程质量控制措施A、管沟土方开挖均采用机械挖槽，控制好开挖深度，开挖前做好技术交底，不准超挖，预留20cm人工清槽，边挖边清底，如果出现超挖应停止施工，由项目工程师召集有关人员进行研究处理后，方可继续施工，严禁用松土回填。B、各种管道的测量中心线位置和主要控制点位置的桩位应保护好，并做好认真复核工作，施工前须经过公司技术部门复核，复测无问题后才准施工。C、管道垫层不得铺筑在淤泥或松填土上，管道基础应表面平整，两井这之间应成直线。D、排管敷设应顺直，管道必须垫稳，管底坡度不得有倒落水，要严格控制管底标高。E、排管时，基础面应无淤泥等杂物。F、沟管接缝宽度应保持均匀，坞膀砼应捣实，与管壁紧密结合，坞膀回填砂应密实，砂的干容重不少于16KN/M3.enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计G、管道内不得有泥土，建筑垃圾等杂物。H、回填土时沟槽内无积水，严禁回填淤泥及腐殖土，复土应分层夯实，两侧同时进行，回填后无弹簧现象，回填土质量应符合规范要求。8）、道路施工的控制A、CBR指标作为路基填料选择依据来评定路基是否符合道路的路基要求，路基土的密实度和弯沉值作为路基验收指标。B、土路基压实后不得有松散、弹簧、翻浆及表面不平整现象，若下层未达到压实度要求，不得铺筑上层。C、塘渣从材料进场应严格控制，必须连续级配，其含泥量筛分析等必须符合规范要求。D、垫层表面平整、坚实、无粗细料局部集中现象，用10T压路机碾压后，其中压实干密度不小于2.1t/m3。E、水泥稳定层施工完毕后，必须按规定的质量要求进行检验，其中平整度小于等于5mm（3米长尺），弯沉值小于等于0.50mm。稳定性混合料拌和均匀程度应符合”拌和均匀性”要求，压实后基层平整、坚实、无松散现象，表面无明显粗细料分离现象，压路机碾压后轮迹深度不得大于5mm。F、沥青砼从进料到施工应严格控制其每道工序质量，严格按配合比要求确定矿料级配和沥青用量，对于粗料应为机轧的石灰石，颗粒形状接近立方体，有棱角，细集料则采用轧碎的0—5mm石屑，石屑的抗压碎、抗磨、酸碱度及抗剥落度要求同粗集料，矿粉必须全部采用石灰石粉。G、沥青表面活化剂，沥青再生剂必须符合检验要求，质量员应对沥青混合料的原材料定期进行质量检验。竣工后的沥青铺筑层应平整坚实，粗细均匀，不得有脱落。掉碴、裂缝、推挤、烂边等现象，压路机碾压后无明显轮迹；沥青铺筑上、下层接缝应错开，纵缝至少15cm，横缝至少1cmenforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计，各层接缝采用切割机切齐接平，接缝处涂沥青粘层油，接缝表面烫平，整齐但不枯焦，并不得有明显渗入石油类斑点迹。沥青面层与各种井盖框、平缘石和基他构筑物衔接应紧密平顺，不得有积水现象。H、为达到各层平整度指标，施工管理人员应跟踪检查，即用3米直尺及水平仪，在摊初压后，进行跟踪检查，发现超标即交摊铺单位进行整改。3、工程竣工档案资料的汇集整理1、本工程为我公司创优工程，故本工程项目各类档案资料的收集整理工作要求也相应的较高，它反应了整个工程在施工全过程中的技术、质量、进度等各方面的真实情况，作为本工程项目总承包方，我们还将以本工程的资料收集整理作为是常施工管理工作任务之一。2、本工程文件资料的排列组卷，应按各部位组卷；对于控制点、观察记录等要详尽完整，不得中断，并要求会签齐全，开工报告、竣工报告、图纸会审或专业技术交底等重要资料各项内容填写完全，并加盖各单位公章。3、根据招标文件合同要求本项目竣工验收时抽建设单位提交完整的竣工图纸及竣工资料。4、质量保修期间的服务在保修期间内，我们将指派专人定期对本工程各部位、工序进行质量检查，对于在质量检查中所发现的质量问题及时予以整改，在质量保修期内定期对业主进行质量回访，对业主反馈的工程质量问题，我们将组织我公司技术、质量、工程部门及时编制整改修正方案，并选择专业队伍进行修理。4、夏、雨季施工及软土地基施工措施enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计本工程道路、管道工程施工历经雨季、冬季（根据部进度计划安排），这些典型季节不可避免地给施工质量或多或少带来一些影响，特别是对桥梁结构砼、路面沥青砼及路基密实度等到的影响，因面我们疳对进入这些季节施工项目采取具有针对性的施工技术措施，将季节性的影响减少到最小程度，以提高整个工程施工质量。雨季施工措施1、雨季施工前，我们将根据现场和工程进展情况制定雨季施工阶段落性计划，并提交监理工程师审批后实施。2、雨季施工时，现场周围做好排水沟，边坡上做截水沟，现场排水系统应贯通，并派专人进行疏通，保证排水沟畅通。3、道路出入口做泛水，防止地面水流进入，保证施工道路不积水，潮汛季节随时收听气象预报，配备足够的抽水设备及防台防汛的应急材料。4、做好防雷、防电、防漏工作，保证施工正常进行。5、砼浇捣时，必须事先注意天气情况，尽量避开雨天，若不得已情况，必须做好防雨措施，预备好足够的少动雨棚，准备好薄膜、油布等。必要时，需严格按施工规范允许的方式方法，留置施工缝措施，事后按规范要求处理施工缝再进行续浇砼。6、若雨季必须连续施工的砼工程，应有可靠的防雨措施，备足防雨物资，加强计量测试工作，及时正确地测定砂石含水量，从而调整施工配合比，确保砼施工质量。7、沥青路面施工遇雨应及时通知拌和厂停止供料，已出厂和已铺好的沥青混合料，应立即快铺快压，抢工铺筑完毕，如细粒或中粒式混合料施工遇雨，除已铺筑的做齐施工缝抢压外，其作不得继续铺筑。8、雨季前应组织有关人员对现场临设、电机设备、临时线路等进行检查，针对检查出的具体问题，应采取相应措施，及时整改。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计2防汛、抗汛措施1、现场成立防台抗台、防汛抗汛领导小组。2、专人时时收听天气预报，在台风季节期内要密切注意台风活动情况，以便采及时采取抗台措施。3、台风影响期间停止一切水上施工作业，必要时疏散全体施工人员，撤离到安全地带。4、风到来时切断主要供电线路。5、对需要加固的设备、临棚等进行加固处理。6、采购足够的防台抗台、防汛抗汛物资，如草包、麻袋、水泵、电动照明灯等。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第十一章施工总进度计划及工期保证措施一、工期目标本工程计划工期目标为150天，采用立体交叉流水作业，其主要分部分项工程计划工期如下：道路：下水道30天塘渣层30天路面基层30天面层40天人行道及配套工程15天桥梁：下部结构90天上部结构120天（包括桥梁板预制）二、工期保证措施为了充分发挥专业施工队伍骨干力量和机械设备齐全的优势，本投标人仔细考虑了本工程的特点，决定采取以下措施来保证工程按期完工：一、从机械配备人员落实上保证抽调精干的工程技术人员和富有经验的项目经理组建项目经理部，统一指挥，协调施工；先派技术力量较强烈、机械设备先进的施工队伍，分成三个施工组投入和平共处施工，从人员落实和机械设备配备上保证工程按期完成。二、从材料供应上保证经理部安排一名专业人员负责材料的采购、运输、保管，领导和协助材料供应，确保工程需要，坚决杜绝停工待料现象的发生。工程所需和各种材料，视材料的性质和价格，分别采用外购和当地采购的办法予以解决，并作一定数量的储备。三、从施工计划编排上保证。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计按照工期要求，分阶段制定施工计划和实施方案，重点工程和难点项目，重点做好施工组织设计。合理安排各分项工程的施工顺序，充分利用投标人经验丰富的有利条件，缩短流水作业的流程，努力加快各环节的施工，进度，确保总体工程。四、从安全生产上保证。加强职工安全法规教育，增强安全和平的意识。各施工班组成立安全小组，设专队员人员负责日常生产的安全检查、督促，保证施工的顺利进行。五、从后勤生活上保证。加强机械设备和车辆的维修保养，保障施工机械的正常运转；搞好职工食堂，防病治病，保障职工身体健康，保证正常的出勤率，以确保工期。六、加强与业主的联系，尊重附近居民，做好与当地政府和群众的协调工作，维护人民群众的利益，取得当地政府与人民群众的支持，使工程施工进展顺利。七、从资金落实上保证在工程施工前期，除业主支付的开工预付款以外，本工程投入一定数量的自有流动资金，保证工程前期所需的人员材料和设备及时到位，确保前期工作顺利展开。对期中业主支付的工程进度款，实行专款专用。业主支付给承包人的工程进度款项，是材料周转和工程实施的重要保证，是广大队工生产斗志的有力保证，必须做到专款专用，不得挪作他用。八、积极开展技术攻关，及时处理施工中的技术难点根据以往施工的中存在的问题，以及当今路桥施工中普通存在的技术难题，积极开展群众性的技术革新活动，人人动脑筋，尊重科学，在应用和研制新技术、新工艺、新材料、新设备方面依靠技术进步，为优质快速地建设本项目服务。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第十二章安全生产、文明施工及环境保护措施一、安全生产一、安全生产保证体系项目经理制定有关安全规章制度监督指导安全措施贯彻落实安全奖惩工作项目工程师施工员安全员机管员编制安全技术方案安全设施设备验收特殊施工安全交底施工生产安全交底施工过程安全监督各班组的安全教育安全检查监督整改职工违章教育处理安全资料台帐积累机电设备检查保养维修机电安全实用制度落实电焊班组安全教育施工班遵守安全生产六大纪律加强自我保护意识听从管理人员指挥二、安全生产管理目标enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计安全生产以现行考核指标为依据，达标率为100％，确保无重大伤亡安全事故。三、安全生产实施原则施工现场应严格执行安全生产管理规定，健全和落实工程安全责任制，切实做好“安全第一”和“预防为主”的方针做到安全生产和文明施工。所参加施工的作业人员必须经过安全技术操作培训合格后方可进入现场进行施工。特殊工程必须持有操作证上岗作业，严禁无证上岗作业。各分包工程、工序施工前均应由施工负责人进行书面交底。本工程设立专职安全员，安全员根据本工程施工特点，结合安全生产制度和有关规定，经常进行现场检查督促整改，如发现严重的不安全情况时，有权指令停止施工，并立即报告项目经理，经处理后方可继续施工。我公司中标后，作为现场的总包方，有义务全面负责整个现场的安全生产正常秩序，并制定一整套针对本工程实际情况的安全制度条例，进行对各专业工种或各分包商的安全生产消防措施进行考核，以督促安全消防制度，措施的层层分解，落实到位。四、测量施工安全实施措施：测量钉桩要注意周围行人的安全，不得对面使锤、钢钎和其它工具，不得随意抛掷。测量人员在高压线附近工作时，必须保持足够的安全距离。遇雷雨不得在高压线、大树下停留。在高空测量时必需系好安全带，脚穿软底轻便鞋，在没上下登高和安全防护的情况下，不得进行测量工作。在交通繁忙的公路上测量放样时，必须专人警戒，防止交通事故。五、安全用电现场内临时用电设施及机械安全实施措施enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计现场内架设的电线必须绝缘良好，临时水电的布置以不影响地面交通为控制原则，过路的临时管线要做好相应的醒目标牌放在道路进口处。各种电器设备应配有专用开关，室外使用的开关、插座外装防水箱并加锁，在操作处加设绝缘垫层。电气设备的金属外壳做接零、接地保护，但不得在同一供电系统上有的接地，有的接零。施工现场的各种电器设备的检查维修要做停电处理，如必须带电作业时，要上报有关部门，在制定了有关措施并派专人监护后方能进行。现场的配电间必须备有灭火器材和高压安全用具，非电工人员严禁进入。施工现场使用高温灯具，要防止失火，并且要保证使用时1m以上的安全距离。移动式电气设备要用橡胶电缆供电，并注意经常理顺，跨越道路时，做穿管保护。施工现场的临时照明应用瓷夹固定，电线接头牢固，并用绝缘胶带包扎，保险丝要按用电负荷量装设。六、机械使用安全操作人员在工作中不得擅离岗位，不得操作与操作不相符合的机械，不得将机械设备交给无本机种操作证的人员操作。操作人员必须按照本机说明书规定，严格执行工作前的检查制度和工作中注意观察及工作后的检查保养制度。工作前应检查：1）、工作场地周围有无防碍工作的障碍物；2）、油、水、电及其他保证机械设备正常运行的条件是否完备；3）、安全、操作机构是否灵活可靠；enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计4）、指示仪表、指示灯显示是否正常可靠；5）、油温、水温是否达到正常使用温度。工作中应观察；1）、工作机械有无过热，松动或其他故障；2）、参照例行保养规定进行例保作业；3）、做好下一班的准备工作；4）、填写好机械操作履历表。驾驶室或操作室内应保持整洁，严禁存入易燃、易爆物品，严禁酒后操作机械，严禁机械带故障动转或超负荷运转。机械设备在施工现场停放时，应选择安全的停放地点，关闭好驾驶室（操作室），要拉上驻车制动闸。坡道上停车时，要用三角木或石块抵住车轮。夜间应有专人看管。用手柄启动的机械应注意手柄倒转伤人，向机械内加油时附近应严禁烟火。柴、汽油机的正常工作温度应保持在60℃-90℃之间，温度在40℃以下时不得带负荷工作。七、道路工程安全实施措施1、路基压实必须在压路机前后左右无障碍物和人员时才能启动。变换压路机前进后退方向应待滚轮停止后进行。压路机靠近路堤留有足够的安全距离。两台以上压路机同时作业，其前后间距不得小于3m。2、振动压路机起振和停振必须在压路机行走时进行，在坚硬的路面行驶，严禁振动。碾压松软路基，应先在不振动的情况下碾压1-2遍，然后在振动碾压。振动压路机的换向离合器、起振离合器和制动器的调整，必须在主离合器脱开后进行，不得在急转弯时用快档，严禁在尚未起振的情况下调节振动频率。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计3、装卸、洒铺及翻动粉状材料时，操作人员应站在上风侧，轻拌轻翻减少粉尘。4、沥青路面的操作人员均应进行体检，凡患有结膜炎、皮肤病及对沥青过敏反应者不得从事沥青作业。从事沥青作业的操作人员皮肤外露部分均需涂防护药膏，工地配有专职医务人员。5、沥青操作人员的工作服及防护用品要集中存放，严禁穿戴回家和进入集体宿舍。6、沥青洒布机的工作地段应有专人警戒，施工现场的障碍物应清除干净，洒油作业范围内不得有人。施工现场严禁使用明火。沥青洒布机使用前要检查机械、洒布装制及防护、防火设备是否齐全有效。7、严禁在压路机没有熄火下无支垫三角木的情总下，进行机下检修。在凿除开挖旧路面时，应并排前进，左右间距大于二米，不得面对面进行机械凿除路面施工。8、大锤砸碎旧路面时，周围不得有人站立、通行。锤击钢钎，使锤人应站在扶钎人的侧面，使锤者不得戴手套，锤柄端头应有防滑措施。9、利用机械破碎旧路面时，应有专人统一指挥，操作范围内不得站人，铲刀切入地面不宜过深，推刀速度要缓慢。二、文明施工一、文明施工及标化管理1、文明施工、标准化管理保证体系enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计项目经理制定标化制度监督标化措施落实建立标化奖惩制度项目副经理施工员标化主管编制合理场布图现场给排水布置检查标准化工作落手清交底施工过程中监督标化检查整改违章教育处理标化资料记录施工班遵守标化制度听从管理人员指挥加强标化意识2、文明施工、标准化管理目标现场实行标准化文明施工管理，确保达到宁波达标工地及宁波市市级文明工地标准。3、文明施工、标准化管理实施措施文明施工管理是全面体现一个企业的现代化管理水平，体现一个企业的总体精神面貌，也是杜绝安全事故发生的治本途径。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计针对现场条件情况，合理的圈围施工区域，以同时考虑后续开工工程的场地布置，配合项目管理公司共同做好现场总体布局的实施工作。1）、根据公司有关规定，按统一标准做好十牌三图，在十牌三图后设三根高12米的金属旗杆，合理布置现场各种临设，材料的储存、堆放点，组成以项目经理为首的工作班子，实施现场标准化动态管理，确保整人现场在有序的条件下组织施工。2）、一旦中标进入现场后，及时与周边有关部门单位，取得联系，共同联手抓好文明施工的工作。3）、施工区域重点关键部位，一方面需做好安全生产、消防安全等全面警标、宣传及布置相应的设施器材之外，同时必须加强有关文明标化施工的宣传、标识及相应的配套设施。4）、强调全员管理概念，对进入现场的所有施工人员进行必需品的教育及宣传，强化文明施工意识，做到谁施工，谁负责。5）、宿舍搭设的详细施工图应报公司有关部门批准后再搭建。公共场所有专人负责日常清扫，保持干净整洁，并配好有效的灭火器材。宿舍定期组织检查、评比，开展竞赛活动。6）、厕所在生活区设置男、女厕所，男厕所设小便槽。隔断巾白磁砖，定时启动小箱冲洗，有化粪池。有专人定时清扫、倾倒和保洁，并保持无外溢现象。7）、施工现场、生活区按标准制作有顶盖茶棚，茶桶必须上锁，茶水和消毒水有专人定时更换，并保证供水。8）、现场落手清推行定额消耗包干制，明确分包队伍和班组承包责任制。加强施工过程中落手清的检查、考核和奖罚。9）、仓库做到帐物相符。进出仓库有手续，凭单收发，堆放整齐，保持仓库整洁，专人负责管理。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计10）、对于现场文明施工及标化管理方面现场项目部有自律的检查考评制度外，公司标化领导小组定期对现场进行检查考核，以督促项目部在文明施工方面有更高层次的提高。11）、定期打扫和喷洒工地道路及工地周边市政道路，工地门口安装冲洗设备，确保离开工地的车辆上不能有泥土、碎片等类似物体带到公共道路上。12）、施工过程中，合理编制施工进度，采取合理的施工方案，性能良好的施工机械，减少和避免噪声，粉尘对环境及周边居民的影响。三、环保措施一、减少交通技术方案由于本工程有较大地土方工程，运土过程中必定对现有的交通状况有所影响，将采取以下三个措施：1、对交通繁忙的道路在经济许可条件下浇注临时便道。2、加快施工进度，在尽可能短的时间内完成开挖，排管、回填工作，并于当地交通管理部门协商，对于特别繁忙的道路辟开高峰，减少交通压力。3、技术负责做好土方平衡工作，尽可能减少土方的重复运输。二、减少施工现场扬尘的技术方案工程施工期间，挖掘的泥土通常堆放在施工现场，在天晴又刚好起风的情况下，使临近的建筑物蒙上一层灰尘。为减少扬尘对周围环境的影响，在天气好的时候，对弃土表面洒上一些水，防止扬尘，同进在土方平摊的原则下，及时外运弃土，减少堆放时间、三、减少土方外运影响的技术方案enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计会同甲方及当地有关部门，为本工程的弃土合理制定外运路线及弃土堆放地点，土方车在外运过程中应遵守交通规则，在装运过程中不得超载，装土车沿途不洒落。车辆驶出工地前应将轮子泥土清洗干净，防止沿途弃土洒落，影响环境整洁。同时派专人对工地门前及弃土地点实行道路保洁制度，一旦有弃土洒落及时清扫。四、减少噪音的技术方案施工期间的噪音主要来自施工机械和建筑物材料运输，车辆马达的轰鸣及喇叭的喧闹声。把噪音大的施工机械的施工以及材料运输尽量安排在白天，并尽量减少喇叭声。在夜间一般停止材料运输，并尽量采用低噪音机械，以免影响周围居民休息。五、施工中垃圾清除1、项目部严格对施工班组进行落手清考核工作，每月考评，做到奖优罚劣。确保落手清工作做到随做随清，谁做谁清；2、楼层面要求做到层层清，项目要派专人监护清扫，做好监控记录，保持楼层面安全、整洁；3、现场建筑垃圾必须采用围墙堆放，做到及时处理外运，保持现场文明、整洁。六、门、围墙及周围环境1、大门按要求设计，突出公司形象，并按要求施行封闭式管理；2、确保周围环境清洁卫生，做到无污水外溢，围墙外无渣土，无材料、无垃圾堆放；3、环境整洁，水沟通畅，生活垃圾每天用纺织袋袋培育外运，生活区域定期喷洒药水，灭菌除害。4、为确保现场施工员工身体健康，现场设立医疗点。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计七、现场的机械设备，按施工组织设计定点安置，摆放整齐，机身经常保持清洁、安全可靠，所有机械设备均不得带病运转。在搅拌机周围设排水措施。八、现场施工用电要符合安全用电操作规程，电线敷设要整齐美观，尽可能将架立线改为埋线。机电设备都设有防雨、防潮安全措施。九、环境卫生1、环境整洁，布局合理，道路畅通，明暗沟畅通，无积水、蚊子孽生地。2、车辆定点停放，无垃圾、痰迹、烟蒂。3、各办公室坚持一日一小扫，做到窗明地净，桌上用口堆放整齐，文明、报表、杂志悬挂整齐。报纸和用具、餐具、椅子等放在固定地点。4、仓库保持内部整洁，材料、工具、用具堆码整齐；仓库门窗牢固，并设有窗铁栅，门要上锁。5、集体宿舍内床铺统一整齐，地面整洁，无杂物，无生活垃圾。6、现场厕所男女分设、大小便槽铺设磁砖，墙面刷白，水箱冲洗；各楼层放置可移动的大小便桶。并有专人轮流天天打扫，做到清洁卫生，无积便和尿垢。7、现场食堂的墙面、地面、桌、凳、案板经常保持整洁、卫生，灶具及时洗净消毒，严格执行“食品卫生法”和“食堂管理制度”。8、加强文明礼貌教育和宣传，严禁在建筑物上乱涂乱画乱刻，在建筑物内随地大小便、吐痰。9、施工现场设立生活、施工垃圾堆放点，每天派人定时清理，确保施工现场环境清洁。四、治安、计生工作及预防“非典”措施治安、计生enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计1、贯彻执行《浙江省机关、团体、企事业单位治安保卫工作条例》和《宁波市建筑施工工地治安管理的暂行规定》。2、工地外来人员必须持有本人身份证、镇（乡）村证明、务工卡，三证不全人员，不准在工地工作。3、工地外来人员持有工地临时出入证，凭证住宿和出入工地。4、外来人员在工地工作，5天内必须上缴一寸脱帽照片二张，向当地派出所办理暂住证。5、加强国家法律法规和企业规章制度的学习宣传工作，严禁在工地内打架斗殴、偷盗、卖淫嫖娼等违法活动。6、配合当地有关部门搞好计划生育工作。严禁逃避计划生育或无计划生育证明孕妇来工地住宿、工作。7、建立专门的保卫机构，统一领导治安保卫工作；8、大门口设立门卫，严格执行出入制度。所有人员进入现场须佩带胸卡，非本工程人员进入大门须登记，通过门卫联系，待明确接待人员后才能进入；9、工作人员仅限于工程规定的施工区域内活动，非经许可禁止进入与工程无关区域逗留；10、工作人员不得在工地内酗酒或酒后进工地工作，不得携带违禁品进入，以维护财产和人员安全；11、材料车辆进公司装卸完毕后，应立即驶离现场，停放指定停车场；12、对施工现场的贵重物资，重要器材和大型设备，要加强管理，严格有关制度，设置防护设施和报警设备，防止物资被哄抢，盗窃或破坏；13、广泛展开法制宣传和“四防”教育，提高广大职工群众保卫工程建设和遵纪守法的自觉性；14、经常开展以防火、防爆、防盗为中心的安全检查，堵塞漏洞，发现隐患要及时采取预防措施，防止发生问题；enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计15、加强对外来人员的管理，设专人负责对外来人员进行法制、规章制度教育，对参加施工的民工要进行审查、登记造册，领取暂住证，发工作证，方可上岗工作。对可疑人员要进行调查了解。预防“非典”措施（一）加强对“非典”严峻形势的宣传；1、严以待阵抗非典重在预防莫大意、2、珍爱自己关心他人同舟共济共渡难关3、万众一心众志成城科学预防战胜非典4、坚定信心积极防治狠抓落实抗击非典5、做好施工现场预防非典工作关键在于严格控制人员流动6、全力以赴积极做好建筑工地防治非典工作7、搞好施工现场环境卫生保持食堂宿舍空气畅通8、一手抓非典防治一手抓施工生产9、预防非典做到“早预防、早发现、早报告、早隔离、早治疗”10、广泛开展爱国卫生运动努力营造清洁卫生环境（二）工地设专职的预防“非典”急救员，由集团公司医院统一培训合格的人员担任；（三）对食堂、宿舍、办公室等人员相对集中的地方，进行每日消毒；（四）现场施工人员以本地化为主，确需招聘民工的，须对其近期的出行情况进行详细了解，并做仔细登记；（五）每日对外出人员进行去向登记制度，对出现发热、干咳等症状的人员立即送往医院就诊。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第十三章劳动力、主要物资及机械设备配套情况一、投入施工的机械设备1、桥梁工程的主要机械设备配置（1）钻孔灌注桩施工设备：配置GPS-10型钻孔机3台，3PN型泥浆泵3台。（2）钢筋工程：GJ40钢筋切断机2台WJ40钢筋弯曲机2台GZH-36电焊机2台（3）砼工程：配备一台JZ500拌和机1台，HZ6X-50插入式振动器6台，PZ-50平板振动器4台，柴油发电机组1台。（4）桥梁安装工程：50t汽吊1台加长车载重运输汽车2辆由预制厂配置2、排水工程的主要施工机械设备配置（1）沟槽挖土：KATO挖掘机2台（2）排管：QY8T汽车式起重机2台5T电动卷扬机2台3、道路工程施工的主要机械设备配置（1）路基施工：CA25振动压路机2台18T重型压路机2台T140型履带式推土机2台8-10T自卸汽车10辆（2）路面施工：JZ500拌和机1台enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计CA25振动压路机2台BW213型振动压路机1台CB70t/h沥青砼搅拌机2台摊铺机ABG4251台BW141型振动压路机1台BW160型振动压路机1台附：主要施工机械设备表一、劳动力配置依据工程总进度、定额用工计划和劳动力计划，在劳动力方面作如下配置安排：（1）本工程施工高峰时配置劳动力317名。（2）桥梁需安排劳动力50名，其中钻机工12名，钢筋工8名，电焊工2名，木工6名，砼工10名，机修工1名，普工11名。（3）管道工程需安排劳动力40名，其中管道工12名，泥工10名，起重工4名，普工14名。（4）道路工程施工需安排劳动力30名，其中道路工10名，普工20名。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计主要施工机械设备表序号机械或设备名称规格型号数量产地制造年份定额功率(KW)进场时间进场时间1履带式湿土推土机TS140A2上海95110KW第一个月2挖掘机PC2004日本951M3第一个月3装载机ZLA502柳州955M3第一个月4振动压路机ZQ-121徐州96112KW第一个月5轮式压路机ZQ-161徐州9870KW第一个月6汽车吊1日本9520T第一个月7振动压路机Yzj241徐州95120KW第一个月8柴油发电机SDJ93-22上海96120KW第一个月9砼拌和机J-3504上海98350升第一个月10砼搅拌站JZ-7502上海70升第一个月11钢筋切割机GQ6-40B2兰溪985KW第一个月12交流电焊机BX300-F2上海9812KW第一个月13打夯机HW-602温州982.2KW第一个月14木工圆盘踞1上海94第一个月15破碎机PC-2202日本26KW第一个月16卷扬机2上海955T第一个月17手拉葫芦（1.5T）2湖南991.5T第一个月18单级离心泵4"4萧山97第一个月19插入式振动机D30、D508宁波20001.5KW第一个月20平板振动机偏心4宁波20002.2KW第一个月21氧焊设备2上海95第一个月22摊铺机VOGELE25001德国9860KW第五个月23摊铺机VOGELE-2ⅡⅡⅡⅡⅡⅡ1德国9950KW第二个月24轮式压路机ZQ-162徐州9760KW第五个月25宝马振动式压路机BW1412德国9780KW第五个月26钻孔打桩机GPS-103中国9640KW第一个月enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计劳动力配置分配计划工种时间分配第1月第2月第3月第4月第5月管理人员1212121212机修及电工44444钢筋工1515151510机驾员1010101010机操员66666泥工3030303030木工2020202010普工5050505050沥青工3030砼工1010101010路灯工5203030交通设施工5203030管道工3030303020公交设施工4101015桥涵施工4040403025高峰时人数合计227241277317292enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119 杉杉东路道路、桥梁工程施工组织设计第十四章与其他工程的配合协调本工程由于工期紧，且与二标、三标相连接，因此做好各种协调工作，确保按质按期完成施工任务。1、由于本标段紧邻鄞县大道，交通便利，另两个标段的工程材料将从本标段场地内的施工便道通过，因此及时修通施工便道不仅可以加快本标段的施工速度，同时对二、三标的施工也造成很大影响。2、本标段K0+050——K0+250段，现为土建施工场地，我方开始施工后，将逐步进行封闭，可能将对其施工带来一定不便，在我方施工质量不受影响，工期可以保证的前提下，我方将尽量为相关施工单位提供交通方便。3、在施工中，优化各种施工方案，重点突破关键性项目，缩短流水作业的流程，努力加快各施工环节的施工速度。enforcedthermalinsulationstartscheckingsystem,issuedbythethermalinsulationconstructionbeforeyoustarttonotice,transferinspectionofupperandloweroperationandtransferofrecords.Foroutdooroperation,pipelineequipmenttoeffectivelycarryouttheinsulationwaterproofmeasuresfailtoinstallprotectivepanelsinpartwiththreetarpaulincover,topreventinsulationfrommoisture.InsulationseamMichaelJackson5mm,joints,joints>100mm,insulationthicknesstolerance(+10MM~–5mm),appropriatematerialelasticbanding,spacingaccordingtothedesignrequirements,rigidinsulationsoftmaterialsforconstructionjointstight;Andlarge-diameterverticalpipeforhightemperaturepipelineinstrictaccordancewithdesigndrawingscalledfortheestablishmentofexpansionjointsandholdingbracket;Designrequirementsintoaremovabletypeofinsulation,instrictaccordancewithspecificationsdisconnectfromtheotherinsulation;Surfaceinsulationboardsinthetechnologyofplasteringconstructionofwovenclothtopreventpollutionandprotectivepanelsflushwiththesurfaceinterface,tightandclean.Sitemeasurementofinsulationboardsforelbowshapecutting,ensurethateachpieceoflappedtraffic,arctransitionofnatural,beautiful,screwsup.Stampedeoutsideconstructionpersonnelisstrictlyprohibitedandshelveobjectsdirectlyontheoutershield.Inordertopreventthepollution-proneheater,channelareaofsecondarypollutionoflarge-diameterpipesandotherequipment,weavingcloth,anderectionoftheseparationplatformforpreservation.Thermalinsulationconstruction,on-hooktackweldedtotheconsolidatedline,toensureevenlyspaced,andthehooknaileddown...Seenextpageflowchartmanagementprocess.7.2Generalrequirementsforprotectiveproductprotection119