地下车库地下停车场施工组织设计

施工组织设计------某住宅楼地下车库学院姓名学号一、工程概况constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 本工程为住宅楼地下车库。楼间绿地以下，为地下一层单建掘开式人防工程。平时为小型汽车停车库，设停车位369个，采用倒进顺出垂直停车方式。共设7个直通室外的人员安全出入口，两个汽车坡道出入口。本工程平时设火灾自动报警系统、自动喷淋灭火系统、消火栓灭火系统、给排水系统、配电照明系统、机械进排风排烟系统。本工程耐火等级为一级，设三个防火分区，为六个防烟分区，防火分类为一类。本工程防水等级为二级，采用钢筋混凝土自防水（C30、S6），外围两层1.5厚PET湿铺专用型聚酯复合防水卷材。本工程采用钢筋混凝土板柱结构，顶板上覆土1.5~2.2米，±0.000相当于绝对高程值3.30m。本工程长229.75m，宽123m，总占地面积11383.6m²，总建筑面积11083.6m²(不包含坡道敞开段)，坡道敞开段建筑面积300m²。本工程内部砌体采用烧结粉煤灰砖。车库底板厚450mm，底板顶标高－5.10m；顶板厚400mm，顶板上皮标高为－1.500m；柱截面尺寸为600×600，带柱脚、柱帽；外墙厚300mm。垫层混凝土为C15，结构混凝土为C30（不得掺入早强剂），本工程顶板、底板、外墙及水池为防水混凝土，抗渗等级S6，其它部位为C30普通混凝土。一、施工部署3、安全及文明施工目标：constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 杜绝死亡、重伤及消防、机械事故。4、方案总体安排1)、施工顺序划分：在车库开工前，将E-2、E-6楼西侧的临时道路修通，确保E-2、E-6装修材料进场。车库施工顺序：3月15日E-7楼西北侧21#~37#线挖土→5月15日达竣工条件→5月15日E-6楼北侧车库挖土→7月15日达竣工条件→6月15日E-2楼南侧开始挖土→8月15日达竣工验收条件。2)、模板工程：基础底板利用防水导墙做模板，所有墙体、柱采用定型组合钢模板，钢管加固；顶板模板采用竹胶板，顶板脚手架采用满堂红脚手架。3)、钢筋工程：所有钢筋均现场加工制作，D≥16mm的钢筋采用直螺纹连接，D<16mm的钢筋接头采用绑扎搭接。4)、混凝土工程：混凝土全部采用商品混凝土，汽车泵送施工，机械振捣。5)、垂直运输：因地下车库规模较大，建筑布局分散，垂直运输不能设塔吊，模板、钢筋等材料的垂直运输采用人工倒运和50T汽车吊配合施工，台班发生数量届时再定。二、主要施工方法(一)、土方工程车库土方的开挖和回填均由业主直接分包，我单位负责放线、清槽、钎探等配合工作。1、土方开挖constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 准备工作→测量放线→土方开挖→人工修槽→钎探→验槽→垫层1)、由于车库基底标高为-5.70m，而E-6/E-7楼基础底标高为-4.41m，车库底标高要低于主体结构基础底标高，为了保证边坡以及楼主体结构的稳定，挖第二层土方时，随挖随修坡。2)、基槽土方开挖按1：1坡度进行施工，开挖过程中防止土方坍塌。在雨期开挖基坑时，应距坑边1m远处挖截水沟或筑挡堤，防止雨水灌入淹泡基坑或冲刷边坡，造成边坡失稳塌方。3)、基底清槽时，测量人员抄出距槽底50cm的水平标志线，然后在基坑底部钉上木楔，清理底部土层时用来控制标高。根据轴线及基础轮廓检验基槽尺寸，修整边坡和基底。用机械挖土时必须注意，坑底应留出200mm厚土体人工清理，避免扰动挖面以下的坑内土体。4)、土方开挖后，对基底要进行钎探。钎探孔间距1500mm，梅花型布置，距槽边200mm，钎探深度2000mm。5)、验槽：由业主组织有关各方人员进行验槽，对不符合要求的部位进行记录并做出处理。6)、注意事项(1)、清槽过程中，严格控制基槽尺寸，基坑底部的开挖宽度要考虑工作面的增加宽度，并在开挖过程中把基槽内浮土清理到位，避免大面积的二次开挖。施工时尽量避免基底超挖，个别的地方如需超挖，需与设计单位洽商确定处理方案。(2)、constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 开挖基坑时，有场地条件的，一次留足回填需要的好土，多余土方运到弃土处，避免二次倒运。(1)、土方开挖时，要注意保护标准定位桩、轴线桩、标准高程桩。1、土方回填回填土施工采用人工铺摊、机械配合、分层夯实。1)、回填土一般选用含水率在10%左右的干净粘性土（以手攥成团、自然落地散开为宜）。2)、深浅基坑相连时，要先填深基坑，填至与浅基坑标高一致时，再于浅基坑一起填夯。分段填夯时，交错处做成阶梯形，上下层接槎距离不小于1000mm。基坑回填应在相对两侧或四周同时进行。回填土必须检验每层的干密度，合格后进行上一层的回填土施工。3)、回填土要分层铺摊夯实，蛙式打夯机每层铺土厚度为200mm～250mm。每层至少夯击三遍，要求一夯压半夯。4)、雨期施工时，防止地面水流入坑内，免得边坡塌方或浸泡基土。5)、注意事项(1)、施工时，基础墙体达到一定强度后，才能进行回填土的施工，以免对结构造成损害。(2)、基槽回填土，必须清理到基础底标高，才能逐层回填。(一)、降水工程本工程地下车库排水控制方法采取集水井加明沟排水法组合使用。用于降低地下水位，在车库四周以及转角部位设一个直径800mm，深度为1000mm的降水井，并设潜水排污泵进行降水，每段constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 基坑设六台泵抽水。降水井可以采用砖砌筑，也可以采用碎石袋子四周围成。基坑四周挖一条300×300的排水沟，坡度保证坑内水顺利排走，采用碎石填充。坡顶周边做挡水土墙，将渗透水、地面水、雨水等有序的排出场外，防止浸泡基坑和边坡，保证支护结构泄水孔的长期畅通。(一)、模板工程1、基础、墙体、柱模采用定型组合刚模板，顶板模板采用竹胶板模板。模板在使用前必须清理将表面的灰渣清理干净，并且涂刷水性脱模剂。模板接缝处粘贴密封条，防止漏浆。定型组合钢模板水平接缝处相互错开，有利于保证模板的整体性。2、基础底板模板1)、基础底板厚450mm，外墙水平施工缝设计要求设在底板以上500mm高位置，底板侧面模板利用防水导墙。在基础底板四周砌500高、240宽砖墙即防水导墙，防水施工完毕后将防水甩头用砖压在导墙顶部，砖墙内侧抹20厚水泥砂浆找平层做防水基层，阴阳角做圆弧，圆弧半径不小于50，在浇筑混凝土前导墙外侧须回填夯实。内侧500高模板（即外墙施工缝以下、底板以上部分）采用定型组合钢模板吊模施工，横竖楞采用钢管加固，支撑水平间距1500mm一道。2)、后浇带模板：后浇带设置按照设计平面位置布置，后浇带利用木方进行加固。3、墙体模板墙体模板采用定型组合钢模板，Φ14对拉螺栓，竖向间距600mm，水平方向间距700mm，中间焊70×70×constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 3止水片。在墙体两侧搭设双排脚手架，做为操作平台和加固、支撑墙体模板之用。墙体模板拼装时竖放，加固楞Φ48×3.5的钢管，水平方向间距600mm，竖向间距700mm，采用双管对拉螺栓紧固。模板支撑采用Φ48×3.5钢管，水平方向间距1400mm一道，竖向上中下各一道，防止模板倾斜和涨模。1)、在安装模板前，将洞口模板与墙体钢筋固定，并安装好预埋件等；由于人防工程的特殊性，密闭门、防护门的门框由专业厂家安装，并由人防部门验收合格后方能合模。2)、安装模板宜两侧模板同时安装。在底板上设两道钢筋地锚，并弹出500控制线。第一步模板边安装锁定边插入穿墙螺栓，安装横竖楞和支撑系统，调整两侧模板的垂直度。3）、墙体对拉螺栓强度验算φ14A=153.86mm2对拉螺栓横向间距取700mm，竖向间距取600mm。新浇混凝土对模板的侧压力取混凝土自重标准值24KN/m³β1=β2=1F=0.22Rc（)β1β2=0.22×24×()×1×1×=42.66KN/m²倾倒混凝土时对模板产生的水平荷载取4.0KN/m²。每根螺栓承受的拉力N=（42.66×1.2+4×1.4）×0.7×0.6=23.85KN每根螺栓可承受拉力为：S=153.86×215=33.08KN>23.85KNconstructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 故强度满足要求。3、柱子模板：柱模定型组合刚模板拼装，底板砼施工时，四面距离柱边线180mm预埋Ф16钢筋地锚，便于底部支撑模板。安装柱模时先在基础面上弹出纵横轴线，焊定位钢筋。柱截面尺寸为600×600mm，外侧用Φ48×3.5双管柱箍加固，竖向间距600mm。校正柱子的垂直度，用钢管斜向进行支撑，上、中、下各一道，防止发生偏移。柱子钢管验算φ48x3.5钢管I=12.18cm4W=5075mm3i=15.78mmA=4.89cm2新浇混凝土对模板的侧压力取混凝土自重标准值24KN/m³β1=β2=1F=0.22Rc（)β1β2=0.22×24×()×1×1×=42.66KN/m²F=RcH=24×3.6=86.4KN/m²取二式中的较小值，F=42.66KN/m²倾倒混凝土时对模板产生的水平荷载取2.0KN/m²。（1）强度验算Q=（42.66×1.2+2×1.4）×0.6=32.4KN/m²钢管支撑长度L=0.8m，钢管按双管设置按简支梁计算，其最大弯矩为：Mmax=ql²=×32.4×0.6×0.6=1.458KN·m钢管承受应力为：σ===144N/mm²<215N/mm²constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 故强度满足要求。（1）刚度验算Q=32.4KN/m²钢管最大挠度为w===1.1mm<=2mm故刚度满足要求。4、顶板模板1)、顶板模板采用竹胶板，满堂红脚手架做为支撑系统，立杆间距900mm，底部设扫地杆，纵横向设水平拉杆，步距不得大于1800mm。上顶可调“U”形托，下垫木方，设扫地杆，中间设两道横杆；模板主龙骨为100×100mm木方，间距900mm，次龙骨50×100mm木方，间距250mm，跨中考虑1/1000~3/1000的起拱。2)、支撑搭设完毕后，要认真检查模板板木楞与支柱连接及支架安装的牢固与稳定，根据给定的水平线，认真调节“U”托的高度，将主木楞找平。3)、铺设竹胶板并与次木楞固定，以防止竹胶板端部翘边。4)、顶板模板支撑强度验算砼板厚400自重9600N/m2钢筋自重标准值1100N/m2模板及其支架自重750N/m2施工人员及设备荷载1000N/m2振捣混凝土时产生的荷载2000N/m2倾倒混凝土时产生的荷载2000N/m2constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 计19340N/m2①立柱验算立柱间距按照1m考虑，轴力N=19340×1×1=19340Nφ48×3.5钢管I=9.48cm4i=1.47cmA=4.56cm2强度f=N/A=19340/4.56=4241N/cm2<[f]=20000N/cm2稳定校核两端铰支μ=0.5l=3.6mλ=(μl)/i=(0.5×360)/1.47=122.4查表φ=0.440f=N/(φ×A)=19340/(0.440×4.56)=9640N/cm2<[f]=20000N/cm2满足要求5、集水坑模板集水坑模板采用12厚竹胶板按照图纸要求做成桶状，里侧用100×100木方做龙骨，做成“米”字撑。6、导墙模板导墙模板采用竹胶板拼装，并用钢管以及对拉螺栓进行加固，对拉螺栓竖向设一道，水平间距为600mm。(一)、钢筋工程1、施工工序1)、底板钢筋：底板放线并预检→(钢筋原材检验)钢筋成型（直螺纹连接）进场→安装集水坑及底板下层钢筋→安装马凳钢筋→底板上层钢筋绑扎安装→柱、墙插筋定位→检查验收constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 1)、墙体钢筋：水平施工缝处理、钢筋清理→墙体暗柱钢筋直螺纹连接→墙体钢筋安装→水电预埋、预留→检查验收2)、顶板钢筋：施工缝、钢筋清理→模板表面弹出钢筋位置线→绑扎底层钢筋→管道预留洞、电气预埋→安装马凳钢筋→上层钢筋安装→检查验收。1、钢筋加工钢筋加工严格按钢筋加工工艺表进行加工，加工前应看清钢筋标识。钢筋加工时发现问题要及时反映，及时解决。本工程所有钢筋均现场加工制作，D≥16mm的钢筋采用直螺纹连接，D<16mm的钢筋接头采用绑扎搭接。对于绑扎搭接接头，从任一绑扎接头中心至搭接长度的1.3倍区段范围内，接头数量不超过25%。底板下排钢筋应在跨中连接，上排钢筋在支座连接。顶板钢筋上铁在跨中连接，下铁在支座连接。钢筋绑扎时每个交叉点均绑牢，以防止钢筋移位变形。底板和底板均为双层双向钢筋，根据在防水保护层和模板上弹好的钢筋位置线，按设计要求先铺下层下排钢筋，然后铺下层上层钢筋，钢筋在后浇带位置必须贯通。底板和顶板钢筋为双向双层设置，为保证上层钢筋位置的准确，在底板下层钢筋绑扎完成后，在其上设置钢筋马凳，钢筋马凳采用Φ20螺纹钢筋焊接而成，钢筋马凳撑脚间距1m，马凳间距2m，沿一个方向通长设置。constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 安装柱子和墙体插筋。根据放好的柱子和墙体位置线，将柱子和墙体插筋绑扎就位，并和底板钢筋绑扎固定，要求接头均错开50%，与上部钢筋采用焊接连接。1、墙体和柱子钢筋安装墙体钢筋绑扎采用双排双向钢筋，竖向筋在外，水平钢筋在内，双排钢筋之间用∮6@400×450的拉筋梅花型设置，拉筋应钩住墙体横向筋及竖向筋外侧交点。钢筋搭接长度按照03G101-1第34页要求选用。锚固长度，HPB235：las=25d，HPB335:las=32d。柱子箍筋的开口四角错开。2、顶板钢筋安装同底板钢筋。(一)、直螺纹连接1、钢筋下料：钢筋先调直后下料，下料用无齿锯，不得用气割下料。钢筋下料时，要求钢筋断面与钢筋轴线垂直，端头不得弯曲，不得出现马蹄形。2、套丝机必须用水溶性切削冷却润滑液，当气温低于零度时，应掺入15％-20％的亚硝酸钠。不得用机油润滑。3、钢筋丝头的牙形、螺距必须与连接套的牙形、螺距规相吻合，有效丝扣内的秃牙部分累计长度小于一扣周长的1/2。4、检查合格的丝头，应立即将其一端拧上塑料保护帽，另一端拧上连接套，并按规格分类堆放整齐待用。5、经自检合格的丝头，应按要求对每种规格加工批量随机抽检10%，且不得小于10个，并要求填写丝头加工检验记录，经再次检验合格后方可使用。constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 6、已检验合格的丝头应加以保护，钢筋一端丝头应戴上保护帽，一端拧上连接套，并按规格分类堆放整齐待用。7、连接套规格与钢筋规格必须一致，所使用的套筒提供单位应提交有效的型式检验报告。8、连接之前应检查钢筋螺纹及连接套螺纹是否完好无损，钢筋螺纹丝头上如发现杂物或锈蚀，可用钢丝刷清除。9、对于标准型和异径型接头连接：首先用工作扳手将连接套与一端的钢筋拧到位，然后再将另一端的钢筋拧到位，活连接型接头连接：先对两端钢筋向连接套方向加力，使连接套与两端钢筋丝头上扣，然后用工作扳手旋转连接套，在水平钢筋连接时，一定要将钢筋托平对正后，再用工作扳手拧紧。10、被连接的两钢筋端面应处于连接套的中间位置，偏差不大于一个螺距，并用工作扳手拧紧，使两钢筋端面顶紧。11、每连接完1个接头必须立即用油漆作上标记，防止漏拧，与未作出检查的接头分开，单边外露丝扣长度不应超过1个丝扣。12、接头连接好以后，按规定进行取样。13、丝扣加工尺寸钢筋直径剥肋直径螺纹尺寸丝头长度完整丝扣圈数Ф1615.1±0.2M16.5×220～22.5≥8Ф1816.9±0.2M19×2.525～27.5≥8Ф2018.8±0.2M21×2.527～30≥8Ф2220.8±0.2M23×2.529.5～32.5≥9constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 (一)、混凝土工程1、基础底板混凝土1)、基础底板为C30抗渗混凝土，抗渗等级为S6，厚度为450mm，采用商品混凝土，搅拌车运输，汽车泵泵送入模。2)、基础底板同车库外墙水平施工缝以下墙体一同连续浇筑。先浇筑底板，再浇筑墙体混凝土。3)、配置4条振捣棒，严格控制振捣时间、移动间距和插入深度，振捣标准砼不再下沉为准。特别是在墙体施工缝处要加强振捣，防止漏振。振实后，混凝土表面用木抹子进行找平，初凝前用塑料薄膜及时覆盖，初凝后撤出塑料膜，换麻袋覆盖，并浇水养护，养护不少于14天。2、车库墙体、柱子混凝土1)、车库外墙混凝土为C30抗渗混凝土，抗渗等级S6，采用商品混凝土，搅拌车运输，汽车泵泵送入模。2)、墙体柱子浇筑混凝土前，应在新浇混凝土与下层混凝土接槎处均匀浇筑约50厚与墙体混凝土配比相同的无石子水泥砂浆。3)、混凝土分层浇筑振捣，第一层浇筑厚度控制在500左右，余下按每层1000mm左右浇筑，浇筑混凝土应连续进行，间隔时间不得超过混凝土初凝时间。4)、浇筑门窗洞口处混凝土时，应两侧对称下灰，两侧同时振捣，振捣棒应距洞边150mm～200mm。constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 1)、混凝土振捣时，振捣棒插入下层混凝土内深度不得小于50mm，振捣棒的移动间距不得大于300mm。振捣以表面呈现浮浆和不再沉落为准。既要保证振捣密实，又要避免过振造成漏浆跑浆。2)、混凝土浇筑完毕后，将上口、施工缝处的钢筋用钢丝刷清理干净并及时将落地灰清扫干净。1、车库顶板混凝土同底板混凝土。2、施工缝留设1)、底板和顶板的垂直施工缝留在后浇带处。2)、车库外墙水平施工缝留置在底板以上500mm处和顶板板底以上20mm-30mm处。水平施工缝必须剔掉浮浆并用水冲洗干净。3)、柱子和内墙水平施工缝留置在底板顶部和柱帽、顶板的下部。4)、墙体的垂直施工缝留置在纵横墙的交接处和门窗洞口处。5)、楼梯平台的垂直施工缝留置在楼梯梁的中心线。一、施工进度总计划二、施工平面布置图三、工期保证措施1、组织措施1)、建立以项目经理为首的工期保证体系。2)、将总进度目标分解到月、周，以周计划控制保月计划，进而保证总进度计划的实现。3)、constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 选择能力强、有良好信誉、有过长期合作经验的优秀的施工队伍进行劳务分包。1)、根据施工方案和进度总目标要求，配备相应的劳动力、机具和设备，每天安排三班作业。2)、根据总进度计划，制订材料采购和设备进场计划，提前安排半成品的加工订货，保证工程施工需要。3)、建立工程例会制度，每周召开一次进度分析会，及时解决施工中存在的不协调因素，保证工程按计划正常进行。4)、对进度偏差要分析原因，制订纠偏措施。1、管理措施1)、采用工程网络计划的形式编制进度计划，严谨分析和考虑各项工作之间的逻辑关系，确定关键工作和关键工序以及非关键工作的时差。2)、各项分包、供货等合同的签订都要满足工期总目标和主要阶段性进度目标，通过合同把总目标分解到分包单位和有关部门，定期检查合同执行情况，发现问题及时解决。2、技术措施1)、合理安排施工工序，科学组织流水施工。2)、做好施工图纸的自审、会审工作，提前解决图纸中的问题。3)、制订有针对性的季节性施工方案，确保冬雨季期间工程正常施工。3、经济措施1)、constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 制订每月资金使用计划，项目资金专款专用，尤其要确保施工人员的工资按时发放。一、质量保证措施1、组织保证措施1)、项目经理、工长、质检员、安全员、试验员、技术员等管理人员,均为取得相应的专业技术职称或受过专业技术培训,具有较为丰富的同类型工程的施工及管理经验者，并持证上岗。2)、工程专业技术人员,均具备相应的技术职称，并按照有关规定要求进行相关知识的培训。3)、新工人、变换工种人员和特种工种作业人员,上岗前必须对其进行岗前培训,考核合格后方能上岗4)、施工中采用新工艺、新技术、新设备、新材料前必须组织专业技术人员对操作者进行培训。5)、严格实行质量责任制，每项工作均由专人负责。2、建立健全以下管理制度1)、技术交底制度2)、工序交接检制度3)、隐蔽工程签证检查制度4)、施工测量复核制度5)、施工过程的质量三检制度6)、严格执行材料半成品、成品采购及验收制度7)、仪器设备的标定制度8)、坚持持证上岗制度constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 1)、实行质量否决制度2)、“样板制”制度1、技术保证措施1)、技术资料管理：(1)、设专职资料员负责技术资料的收集、整理、归档等日常管理工作，及时检查、督促有关人员做好原始资料的积累，使施工技术资料在时间、内容、数量三交圈。(2)、执行施工技术资料管理的岗位责任制，实行项目总工程师技术资料总负责制，并做到分级把关。(3)、物资部负责提供钢材、水泥、防水材料、外加剂等进场原材料的材质证明。(4)、技术部负责编制施工技术交底，提供原材料、半成品试验报告，办理隐蔽工程检查，办理设计洽商。(5)、施工部负责提供质量评定、预检等原始资料。(6)、安质部负责质量核定、预检、隐检的把关，严格按验评标准做到核定准确，签字齐全。(7)、严格执行《建筑安装工程资料管理规程》（DBJ01-51-2000）做到施工技术资料与施工进度同步，施工日志、试验报告、隐检记录、预检记录、质量评定记录在时间、内容、数量三个方面交圈。2)、钢筋工程(1)、要保证钢筋工程的施工质量，要控制好材料关、加工下料关、绑扎成型关、验收关。constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 (1)、认真熟悉图纸，明确节点要求，合理配料，保证接头位置、接头数量、搭接长度、锚固长度满足设计及施工规范要求。(2)、钢筋料表要经主管技术人员复核无误后方可下料加工。(3)、钢筋的品种、规格、形状、尺寸、间距、锚固长度、接头位置等,必须保证正确，箍筋加工应认真控制。钢筋绑扎前，认真做好弹线工作，保证钢筋位置和截面尺寸准确，钢筋绑扎成型后，要求横平竖直，整洁美观。(4)、认真做好钢筋保护层垫块、定位钢梯的支垫工作，消除钢筋位移通病。(5)、钢筋分项工程合格率达到100%，优良率达到80%以上。1)、模板工程(1)、模板工程是保证砼内实外美的关键，必须精心设计、精心制作、精心施工。模板在设计过程中，对拼、对拉螺栓的数量、多块板的排板配置，除满足强度、刚度要求外，严格按照均匀、对称、有规律的原则进行设计，在施工过程中，严禁随意更改变动，模板加工、制作、安装的质量要求，要严于国家标准，分项工程合格率达到100%，优良率达到80%以上。(2)、根据模板相互位置及各部位尺寸，经计算后确定模板支设方案，大模板应拉通线校正，以防侧模里出外进，确保线型顺直。(3)、墙模支设完毕必须进行校正，且支撑牢固，以免偏移扭歪。(4)、模板安装时标高、尺寸、轴线要准确。(5)、constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 模板在拼装时一定要严密，模板的支设尺寸要利用负误差，防止胀模。(1)、墙模板支模前,先在其根部粘海绵条,防止柱、墙根部混凝土漏浆。(2)、顶板模板采用防水竹胶合板，拼缝处采用硬拼，以确保面板拼缝平整、严密。(3)、混凝土浇灌时要有木工跟班作业，要认真检查模板有无漏浆，拉结是否有松动，模板是否变形等。(4)、施工缝处模板应设双层钢板网加木模垂直堵严，防止砼因振捣而流成坡槎。(5)、拆模时混凝土强度要符合规范要求，拆模应经主管技术人员批准，并不得损坏混凝土的棱角。(6)、板、墙拆模时，不得死撬硬砸,按照先装后拆的顺序拆模，不得破坏混凝土。模板拆除后及时清洁，刷好脱模剂，模板在运输、堆放过程中，注意保护，避免损坏。1)、混凝土工程(1)、本工程拟采用预拌混凝土，应选择合格分供方，并应在合同中明确水泥品种、砂、石骨料的粒径要求；混凝土有无抗冻、早强要求，明确技术指标及混凝土出厂温度和塌落度要求。(2)、商品混凝土资料要求齐全。(3)、按规范规定留置混凝土试块。按每一流水段每100m3，每一工作班取样一次，每次均需留置标养试块、同条件拆模试块外，还应留置备用试块以及同条件600℃·d试块。对于抗渗混凝土每500constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 m3还需留置一组抗渗试块。(1)、混凝土浇筑前，应将模板内杂物清理干净，并用水充分湿润。预留、预埋必须完毕，隐蔽检查通过后，填写混凝土浇注申请单，经监理签认后方可浇筑。(2)、混凝土应分层浇筑，分层厚度应为振捣棒有效振动长度的1.25倍，振捣时振捣棒应伸入下层混凝土50mm，振点交错均匀排列（间距不大于400），振捣时要快插慢拔，严格控制混凝土振捣时间，以表面泛浆且不再下沉为原则。(3)、钢筋较密处混凝土浇注时，要精心操作，不得漏振、过振。(4)、施工缝处理：施工缝处接缝前要剔除原混凝土表面浮浆和松动石子，用风泵吹净，并浇筑30-50厚的同配比的减石子水泥砂浆，以确保施工缝处的质量。后浇带位置需进行凿毛处理，并浇水湿润后浇筑高一强度等级的补偿性混凝土。(5)、混凝土养护：混凝土终凝后立即按施工方案确定的方法进行养护，一般混凝土养护时间不得少于7天，抗渗混凝土养护时间不得少于14天。(6)、拆除混凝土模板，要先行试压同条件养护试块，达到要求后，提出拆模申请，经主管人员批准后，方可拆模。(7)、混凝土在强度未达到1.2Mpa前不得上人操作。(8)、constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 混凝土质量必须达到清水砼标准：即表面平整有光泽，阴阳角线型顺直、流畅、角度方正，施工缝无错台。混凝土分项工程实测实量合格率达100%，优良率达80%，混凝土强度等级满足设计要求。一、安全保证措施1、组织保证体系1)、建立安全保证体系，切实落实安全生产责任制，项目部设置安全生产领导小组，项目经理为安全第一责任人；管生产的施工负责人必须管安全；项目部设安质部，并设专职安全检查工程师、安全检查员，做到分工明确，责任到人。2)、进行安全责任目标的分解，在经济承包书中实施对安全生产指标的考核。2、资金和信息保证体系1)、保证足够的安全生产资金投入和物资投入。2)、建有完整、可靠的安全生产信息系统，保证及时、准确地传递、处理和反馈各类有关安全生产的信息。3、建立健全以下管理制度1)、安全生产责任制；2)、安全生产管理制度；3)、安全生产检查制度；4)、安全生产验收制度；5)、安全生产教育培训制度；6)、安全生产技术管理制度；7)、安全生产奖罚制度；8)、工人职员因工伤亡事故报告制度；constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 1)、重要劳动防护用品定点使用管理制度；2)、特种作业及外协力量安全管理制度。1、安全生产教育安全教育内容分别为安全生产思想教育、安全知识教育、安全技能教育。我单位的安全教育分三个层次进行，一是对各级领导和管理人员的安全教育。二是对基层单位领导、工地施工负责人、安全员开展的安全业务培训。三是对工地施工人员的入场教育，每一批工人进场，由项目部组织进行岗前安全培训，由安全部门统一命题考试，合格者才能上岗，并在分项工程施工前由施工负责人进行安全技术交底。2、安全技术措施和保证制度1)、建立健全各级各部门的安全生产责任制，责任落实到人，各项经济承包及分包合同均有明确的安全指标和奖罚办法。2)、在编制施工组织设计，制定施工方案和下达施工计划时，必须同时制定和下达施工安全技术措施。无安全措施技术交底，不得施工。3)、生产工人应掌握本工种操作技能，熟悉安全技术操作规程，经考试合格，持证上岗，认真建立“职工安全教育记录卡”，及时做好记录。4)、constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 进入施工现场必须戴安全帽，每天有佩带袖章的安全员值班。现场设有安全生产管理制度牌、防火须知牌、安全无重大事故计数牌、安全责任区划分牌。在主要施工部位、作业点、危险区、都必须挂有安全警示牌。1)、安全防护用品、钢管、扣件、螺栓、电力线等材料的质量必须符合规范规定的要求。2)、中小型施工机具均必须专人使用，专人保养，并挂安全操作牌。3)、夜间施工配备足够的照明，电力线必须由电工人员架设及管理，并按规定设红灯警示。4)、基础开挖前要对地下管线及障碍物进行调查，有地下管线的地段，改机械开挖为人工开挖，挖出的管线必须进行保护。5)、各种大型施工机械，使用前要认真检查，确认良好，并经试运转正常后，方可使用。6)、外脚脚手架须检算合格，并报上级技术部门审批，且必须经过验收与方案相符才能使用。7)、参加施工的驻地管理人员一律持证上岗。佩证内容有姓名、职务和本人像片，安全员的配证为红色以示醒目。8)、建立定期和不定期的现场安全检查制度。9)、定期检查：项目经理部每半月进行一次安全检查；10)、安全员和作业班组随时注意安全检查。11)、基坑四周做1.2米高的临时围栏，并用密目网封闭，1米以内不得堆土堆料。夜间设红色警示标志。constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 1)、严格要求边坡的放坡，在施工中如发现局部边坡位移较大，须立即停止开挖，通知围护单位做好加固或加锚杆处理，进行边坡喷砼，待稳定后继续开挖。2)、在基坑开挖期间，设专人检查基坑稳定，发现问题及时上报有关施工负责人员，便于及时处理。　18）、如施工过程中发现水量过大，及时增设积水井进行降水处理。　一、主要材料及机具计划主要材料及机具计划表序号名称规格单位数量备注1钢筋10以内T1802钢筋20以内T17203钢筋20以外T104混凝土C15M312005混凝土C30M3130006混凝土C35M31507砌块烧结粉煤灰砖M3508竹胶板12厚M2320009钢管M2250010混凝土振捣器台211混凝土振捣棒50条612钢筋成型机台113钢筋剪断机台114钢筋调直机台115电锯台1constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25 16直螺纹套丝机台217潜水排污泵台6constructionworkareaintheformofconferencereviews.(2)reviewprogramreviewdateisdeterminedbytheprojectmanager;AccordingtotheprojectmanagerofprojectqualitycontrolDepartmentrequirespreparationofamanagementplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;ReviewProjectOfficeissuednoticesofmeetings;Projectmanagerfacilitatesthereviewmeeting,scheduledcontentunderreview;QualitycontrolDepartmentisresponsiblefortherecords,thepreparationofthereviewreportandcorrectiveactionplan,representativeofthemanagementauditoftheproject,approvedbytheprojectmanager;QualitycontrolDepartmentisresponsibleforthepreparationofrecordsandreportsthedistributionlist,orpublishtotheInternetbyengineeringpartoftheprojectstaffanddepartments.OrganizedbythequalitycontrolDepartmentisresponsiblefortrackingtheimplementationofcorrectivemeasuresinspections.3.4.5theoutputfromthemanagementreviewshallincludethefollowingelements:theeffectivenessandsuitabilityofthequalitymanagementsystem,whetheritbemaintainedandrevised;Qualitypolicyandqualityobjectivesareachievedandtomeetcustomerrequirements,whetheritbemaintainedandrevised;Theallocationofresourcestomeetrequirements,whetheryouneedtoaddoradjust.3.4.6correctiveactiontrackingandverificationontheissuesraisedinthereview,bytheprimaryresponsibilityofdepartmentsdrawupcorrespondingspecificcorrective,preventiveandcorrectivemeasures,andseriouslyimplemented.ProjectqualitycontrolDepartmentisresponsibleforthetracking,verificationandevaluationtheeffectofcorrectiveandpreventiveactions.3.4....(1)thesafetyprogramsanddepartmentsdealingwiththeformationofurbanspatial25