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某某卫生院建设项目施工组织设计某某有限责任公司
第一章编制依据1.1、招标文件及施工图纸;1.2、国家、地方现行有关规范标准;1.3、国家、地方现行有关法律法规;1.4、公司质量管理体系文件。第二章工程概况本工程为某某卫生院建设项目,建筑面积804.24.4M2。本工程为砖混结构,钢筋混凝土带形基础,现浇钢筋混凝土楼板。装修情况:外装为涂料外墙面及面砖外墙面;内装:抹混合砂浆墙面及刷涂料,局部贴釉面砖墙面,PVC钢塑窗,木质夹板门。设备安装情况:本工程设有普通采暖、给排水、电气照明、广播电视及防雷系统。第三章施工总部署3.1.管理目标:工程质量目标:合格。工期目标:工期日历天数120天各主要分部持续时间详见横道图。安全生产及文明施工目标:有效地控制工伤事故,杜绝重大恶性事故,一般年负伤率<2.5‰;3.2.施工准备3.2.1技术准备:
开工前组织施工技术人员仔细阅读施工图纸及相关文件,参加由建设单位组织的图纸交底,并做好图纸会审会议记录。各专业技术人员认真领会设计意图,对工程施工内容做到心中有数。项目技术负责人编制施工组织设计,并组织土建和专业技术人员编写各分项工程施工方案,施工组织设计和各项施工方案,必须上报公司,经公司总工审批后,才能在施工中应用。项目技术负责人根据我公司内部制定标准的要求,编制本工程的施工《质量计划》,上报公司总工进行审批。根据本工程的特点,对本工程的特殊工种进行全面培训考核;对本工程涉及的新技术、新材料、新工艺进行培训;对工程中各项重点施工技术工艺进行培训。本工程培训计划包括:①新的施工质量验收规范②冬雨期施工技术措施③质量、职业安全健康与环境管理体系3.2.2、生产准备制定本工程的劳动力进场计划,劳动力按计划进场;进行现场临建搭设;工程使用各种原材料、机械和各种周转工具,按照工程施工进度计划做好进场计划,各种原材料、机械、机具进场做到有条不紊、井然有序。基础施工阶段施工机械进场,并完成安装、调试。3.2.3、组织管理准备
如果我公司中标,将组织精干的二级项目部全方位负责本工程施工。制定项目承包协议书、编制各项项目管理制度、施工组织设计、质量计划、检验计划、施工预算、材料进场计划。施工前组织施工管理人员进行施工管理培训,推行岗位职责培训,加大组织管理力度,为保证施工顺利进行做好组织管理准备。我公司将对本项目进行微机管理。项目部配置两台微机,一台为预算管理,一台为生产技术综合管理。充分利用微机搞好科学管理、动态管理。A、由微机进行数据管理的主要有以下方面:1)概、预算全部操作;2)作业计划;3)施工组织设计与作业指导书;4)程序文件及体系文件;5)常用施工规范与工艺标准等创建小型库文件,供随时查阅与调用;6)砼、砂浆试压强度汇总表;7)工程施工大样图。第四章主要项目施工方案4.1.施工测量整个工程轴线点位误差要符合施工验收规范要求,但又不允许有过大积累误差,否则轴线闭合就会超限。其次,由于开工后场区内将全面施工,众多施工机械、材料堆场、操作脚手架,给控制桩的保护带来很大困难,也难以保证现场的控制点位相互通视。因此,为了保证轴线闭合符合验收标准和轴线控制随时向施工作业面提供建筑物轴线,我方经过多次专题研究,确定测量方案的基本原则:整体控制局部、高精度控制低精度、长方向控制短方向。
根据本工程的特点及质量目标,成立在项目部技术负责人领导下的测量小组,人员均持证上岗,仪器配置情况:TDJ2E经纬仪1台,DS3水准仪1台,50m钢尺3把。定位依据:甲方提供的原始坐标点及水准点以及设计出的坐标定位图。4.1.1控制网的布置起始依据校测:首先室内计算甲方提供的依据条件、资料与工程的关系是否准确无误,当准确无误可正确使用时,再行对现场进行实测实量,对原始依据点进行保护和标识。定位过程中依据《工程测量规范》GB50026-93及满足该工程实际需要,采用建筑物二级平面控制网的技术要求:测角中误差<8",边长相对中误差≤1/15000。在实际定位测量过程中为达到技术要求,测角采用两测回法,测距为单向测两次,取平均值。4.1.2平面控制以先整体后局部的方针,首先确定工程的位置,设置控制点,采用坐标法定出工程的主点、主轴线,经校核无误后定出工程的平面控制网。根据主轴线的平面控制网,在地质坚固、便于通视且能长期保存的地方设置轴线控制桩点,红三角标志,用经纬仪根据控制桩点和红三角标志,把轴线投射到每层结构面上。4.1.3、测量步骤检验测量仪器精度是否符合要求,合格后根据图纸标出施测位置的相互关系图,然后进行测量。弹线的同时,放出控制线,自检合格后,由监理工程师检验,合格后进行标识,并作为施工依据。4.1.4、标高控制
以甲方提供的水准点为依据,基础标高用水准仪和塔尺直接引测控制,楼层标高用钢尺沿结构外墙向上传递,再用水准仪校测自下层传上来的标高,合格后进行测量放线。在施测过程中,同时考虑温差、高差传递及尺本身存在的误差。4.1.5测量放线时,严格执行测量规范,测距精度不低于1/15000,测角精度不低于8",层间垂直度偏差不应超过3mm,建筑全高垂直度偏差不应超过10mm,建筑楼层标高由首层±0.000标高控制,层间不超过3mm。总高不超过±10mm。4.1.6、控制点引测根据工程控制网导线点在场区内引测3-4个控制点,要求埋深0.5m,用混凝土浇注并以钢柱标记,并测定高程作为工程定位放线依据。4.1.7、控制点的保护控制桩按测量规程规定的标准进行埋设,一般埋设在坚固地方,桩顶周围砌筑20cm高的保护台。4.2、土方工程4.2.1地基钎探本分项工程的工艺流程为:放钎点线——就位打钎——记录锤击数——拔钎——检查孔深——灌砂。
人工清理基底后,进行人工钎探,其钎探深度1.8米,满槽部点,梅花型布孔,间距1.5米。每30CM深记录一次锤击数,绘制探点平面布置图,合理安排钎探顺序,防止错钎或漏钎。做好钎探记录,基坑检验合格后,探孔方可灌砂,注意每填30CM左右用钢筋棒振实一次,如发现槽底有古墓、洞穴、暗沟等,要及时向技术人员汇报,并通知设计院作出处理意见,按方案处理并做好相关资料及记录。4.2.2回填土方施工方法本分项工程的工艺流程为:坑底清理——检验土质——分层铺土、耙平——夯打密实——检验密实度——修整找平——验收。基础办完隐验手续后,基础强度达到规定要求时,方可进行回填土方工作。回填素土必须过筛,采用新近挖出的不含有机杂质的土,土的粒径不大于50MM,使用前必须过筛,灰土按比例拌匀,人工分层铺设,严禁用机械倾倒入槽,机夯夯打不少于三遍,边角用木夯夯实,每层夯实后,均要做好干密度的测定和记录工作。室内、外回土时要注意结构两侧或四周同时进行,以免使基础位移或变形,影响基础强度。4.2.3试验及质量控制措施(1)在回填土前,先送实际填用土料到当地具有权威性的试验室做标准击实试验,定出回填时控制干容重及含水率的标准。(2)正式回填时严格分层夯实,每层虚铺25cm厚左右,夯实至20cm厚左右,然后用环刀法取样,测实际干密度,合格后才能往上填下一层。每层环刀取样要记录所填层次的起始标高及在附图上标明取样位置。1)标准击实试验:必须送当地检测机构做,土料送30kg,若是灰土,加送石灰10kg。2)现场回填土时,分层用环刀取样,测其干密度不小于预先控制指标,含水率在最佳含水率的±
2%内,经双方协商此项试验。试验报告由检测机构签字盖章,才能生效。取样数量:A、基坑:每层100~500m2一点,不少于一点。B、地面、路面:每层100~500m2一点,不少一点。4.3、钢筋工程钢筋工程是主体结构工程质量中的重要一环,要把住材质、焊接、加工、绑扎的质量关和成品保护关,熟悉图纸,认真交底,跟踪质检,确保钢筋工程质量。4.3.1、钢筋材质要求及连接方法1)材质要求:进场钢筋应有出厂质量证明书或厂方试验报告单,钢筋进场后必须做复试,不合格产品不准使用。外观检查:钢筋表面或每捆(盘)钢筋均有标识,钢筋表面不得有裂纹、折痕和锈蚀现象。力学性能试验:对进场钢筋,按现行国家标准的规定抽取试样作力学性能的试验,合格后方可使用。2)连接方法⑴闪光对焊焊接机具:机具设备为UN系列对焊机。质量要求:接头外观检查每批抽查10%的接头,并少于10个,接头外观应具有适当的镦头和均匀的金属毛刺,钢筋的表面无横向裂纹,Ⅰ、Ⅱ
级钢筋无烧伤,接头处钢筋轴线折不得大于4度,接头处钢筋轴线的偏移不得大于0.1d,且不大于2mm。强度检验按同一焊接参数完成的300个同类型接头作为一批,从每批成品中取6个试件,3个做伸拉试验,3个做冷弯试验,对焊接头的抗拉强度均不得低于该级别钢筋的标准抗拉强度取值,且断裂位置应在焊缝每侧20mm以外,并显塑性断裂。冷弯试验后接头外侧不得出现宽度大于0.15mm的横向裂纹。注意事项:焊接前应检查焊机部件和接地情况,调整变压器的级次,开放冷却水,合上电闸,钢筋接头应顺直,15cm内的铁锈、污物应清除干净,两钢筋的轴线偏差不得超过0.5mm;不同直径钢筋焊接时,其直径不宜大于2-3mm,焊接时按大钢筋直径选择参数;焊接完毕待接头处由红色变为黑色,才能松开夹具平稳到出钢筋以免产生弯曲;当调换焊工或更换钢筋级别和直径时应按规定制作对焊试样进行冷弯试验,合格后才能成批焊接。(2)绑扎搭接:搭接长度应符合规范规定。每个接头必须有3个绑扣。4.3.2钢筋加工及半成品的堆放施工现场设钢筋集中加工区并统一管理,备有各种机械加工、形成流水线,对≤φ12的盘圆钢筋由调直机调直。加工前由钢筋工长提出翻样单,经项目部专业技术人员核对签字后,方可交给施工队钢筋班组加工。钢筋班组要按配料单下料,对钢筋原材统筹考虑,长短结合,以提高钢筋的利用率。钢筋加工过程中对发生脆断、劈裂、焊接性能不良等力学性能显著不正常现象的钢筋,加工人员要立即上报钢筋工长、质检员、试验员及技术负责人,并停止继续加工,还要将已加工完成的同一批钢筋封存。
钢筋采用切断机切断。弯曲成型的钢筋,弯钩弯折角度和平直段长度必须符合抗震及设计等有关规定。加工成形的钢筋要分规格、型号、使用部位,分别挂明显的标识牌进行堆放,经质检员检查标识合格后,方可运到现场作业面绑扎安装。施工时要定时收听天气预报和随时观察天气变化情况,在雨来临前,及时对钢筋进行遮盖保护、防止遇雨锈蚀和沾污。为减少浪费,对施工中的短钢筋采用焊接连接,做为顶板施工用马凳。4.3.3、钢筋运输加工成型的钢筋用卷扬机运至作业面。4.3.4、钢筋绑扎4.3.4.1、构造柱筋的绑扎:构造柱筋接头位置、箍筋加密区应符合标准图集的要求,箍筋绑扎前,先在四角的主筋上划出箍筋的分档标志,然后才开始绑扎。每个节点均需绑扎,箍筋距楼面50mm处为第一道位置。由上往下按所标好的间距位置,将箍筋逐一绑扎牢固,箍筋应垂直于钢筋,箍筋弯钩叠合处应沿柱子主筋交错布置,绑扎牢固。构造柱筋的插筋与每层伸出楼层的上端钢筋,必须用双箍筋绑扎,以防浇筑砼时钢筋散开和位移,并加设柱筋定位撑,为保证柱顶上层预留钢筋不因浇筑砼而污染,将主筋用塑料管套好。4.3.4.2、梁、圈梁钢筋的施工梁上部主筋的接头位置应设置在跨中1/3范围内,下部主筋的接头位置应设置在节点处。箍筋绑扎前先在主筋上划出分档标志,保证箍筋间距均匀,位置准确。
有钢筋接头的受力筋截面面积为受力筋总截面面积的百分率,受拉区不得>25%,受压区不得>50%。圈梁阳角处、与构造柱交接处钢筋连接处节点做法应符合相关的标准图集要求。本工程圈梁钢筋长度在9米以内的,宜采用闪光对焊连结,以方便接头位置的安排和减少加密箍筋的数量。4.3.4.3、楼板钢筋的绑扎板筋绑扎时,应先弹好分格标志,然后开始绑扎。下层筋绑完后,通知水、电预埋管线,预留洞,然后才开始绑上层负筋。上筋负筋与下筋之间设钢筋马凳,以保证钢筋位置正确。负筋绑好后,严禁在上面乱踩乱踏。钢筋绑扎完后,首先自检,自检合格后,报监理工程师隐检验收,验收合格后方可进行下一道工序。4.4、模板工程本工程模板构造柱、圈梁采用钢制定型模板,用木方作为竖肋,用钢管加固,以达到整体刚度大、易操作,减小了施工难度,保证交接处的外观尺寸及质量;顶板采用竹胶板50*100木枋龙骨,脚手架钢管满堂支撑,以达到清水砼目的。模板要及时刷脱模剂。模板的强度、刚度、平整、拼缝、稳定性都要满足要求。模板间缝隙要用胶带纸或海绵条粘贴堵塞,防止砼漏浆,影响砼质量及观感。拆模时必须有专业工长和质量检查员的书面通知方可进行,否则对拆模人员和班组进行大力度处罚。拆模后要注意模板的清整和涂刷隔离剂,并按规定放到指定的地点,不得随意乱扔乱放。
4.5、砼工程本工程结构施工采用现场搅拌砼.(1)浇筑方法:砼构造柱浇筑时,先在底部加入50mm厚水泥砂浆。楼板砼浇筑时,先浇筑梁,浇筑梁砼时,采用赶浆法。梁浇筑到距顶板上表皮标高处时,再浇筑楼板,砼虚铺厚度略大于实际板厚,浇筑时使用钢插尺检查、控制砼虚铺厚度。(2)楼梯混凝土浇筑:楼梯混凝土自下而上浇筑,先振实底板混凝土,达到踏步位置时再与踏步混凝土一起浇捣,不断连续向上推进,并随时用木抹子(或塑料抹子)将踏步上表面抹平。(3)施工缝的留置于处理:梁施工缝留在跨中1/3范围内,楼梯施工缝留置在踏步板的跨中1/3范围内;板施工缝留在平行长边的跨中1/3范围内,但尽量避开大开间。施工缝的表面应与梁轴线或板面垂直,不得留斜槎。施工缝用钢丝网挡牢。施工过程中班与班要衔接,无专业工长和质量检查员的书面施工缝留置技术交底,不得随意留设施工缝,砼梁、柱上更不允许随意留设管盒、洞口等。在施工缝处继续浇灌砼时,应清除垃圾、水泥薄膜、表面上松动的石子和软弱砼层,同时还必须进行凿毛,用水冲洗干净,并充分湿润,残留在砼表面的积水应清除,浇筑前先浇一层水泥浆,然后继续浇筑混凝土,应细致操作振实,使新旧混凝土紧密结合。
(4)试块留置方法:标准养护试件:基础按同强度等级每100M3砼留置1组;主体按同强度等级每层留置2组;同条件养护试件:基础留置3组,作为实体砼强度检测之用;主体按同强度等级每层留置6组,其中4组试压后分别作为每施工段顶板、阳台模板拆除依据,2组养护至6000/天及时试压,作为主体实体混凝土强度检测之用。设专人按规定进行试块留置,并对试件及时洒水养护。4.6、砌筑工程本分项工程的工艺流程为:放线准备——确定组砌方法——排砖撂底――拌制砂浆——墙体砌筑――质量验收。本工程拟采用内脚手砌筑,240以上墙双面挂线。砌筑砂浆要按配合比计量配料,多孔砖要提前一天洇水湿润,同时,由技术人员进行交底,认清轴线洞口位置及墙体厚度,排砖撂底,确定统一合理的组砌方法,分清层次。看准皮数杆,质检员、专业工长及时检查验收每层的墨线及皮数杆。砌筑时要有安排,不能只砌一处墙体,其它墙体不能及时跟上,以致造成直槎现象。墙面要横平竖直,砂浆饱满,不能出现通缝,底层灰厚超过20mm时要用细石砼找平,砌筑时要勤吊勤靠,保持墙面垂直平整,并要及时刮掉舌头灰。砌完后要保证工完活底清,砌筑砂浆不能过夜,不得用硬物碰砸墙面。每班砌筑高度不得超过1800mm。构造柱处留马牙槎,三进三出,先退后进,进马牙槎最下一皮砖要割45度角,拉结钢筋提前制作,及时按照标准图、规范要求放置,不得遗漏。预制过梁、木砖、铁件要及时预留、预埋。
施工洞口及配电箱洞口上增加预制过梁板。砌筑门口过梁底皮砖时,要留60MM破口砖,以便安装门框。外墙装修水平向架眼自外墙内皮240MM处留第一个,中间不大于1000mm留一个,竖向在窗台以上第四皮砖留一个,在圈梁底第三皮砖留一个。120墙洞口预埋木砖必须采用砼块预埋。工地质检人员每天下班前要进行当天砌体验收,加大检查力度,实行操作者人名、级别、质量三上墙制度及合理有效的奖罚制度。4.7、屋面、防水工程本工程为不上人屋面。4.7.1屋面保温层本工程屋顶保温层采用55厚挤塑聚苯板保温。在施工前应先用细石砼堵塞穿结构的管道根部,施工时要按屋顶平面图拉线找坡,打点冲筋拉线,刮杠刮平,铁磙压实,注意边角处的齐整、顺直,以免影响找坡、找平和排水。4.7.2屋面找平层本工程的工艺流程为:基层清理——管根封堵——标高坡度弹线——洒水湿润——施工找平层——养护——验收。屋面保温层验收合格且各种穿屋面预埋管件、烟囱、女儿墙等根部均已处理好后,方可进行水泥砂浆找平层的冲筋,找平、上杠,搓平、压光,冲筋前洒稍许水湿润,以便于水泥砂浆与基层的结合,但水量不要大,施抹后达到表面平整无积水。纵横不大于5~6m留通气缝,缝宽20mm。在纵横缝相交处安装Ф100钢制通气孔。天沟要按图纸要求找坡,且不许出尖角,沟底、沟沿宽度要一致,坡、弧要均匀,通风孔、女儿墙根部做圆弧墩,
泛水高度不小于250mm。完工后24小时浇水养护7天。4.7.3屋面防水层本工程防水层为SBS高聚物改性沥青卷材防水层。原材料进场必须有材料出厂合格证,进场后做原材料试验。进行操作的人员必须持证上岗。屋面找平层验收合格且各种穿屋面预埋管件、女儿墙等根部均已处理好后,方可进行屋面防水层的施工。防水层应从雨水口、檐沟等低处向高处施工,并严格按施工工艺标准操作,以防漏刷、搭接不够、起鼓、破裂等通病出现。4.8、内外装饰工程本工程外墙装修为涂料和面砖墙面。内装修为内墙涂料墙面;楼面为水泥砂浆楼面和地砖楼面及地砖防水楼面。为达到工程施工按原计划顺利进行,装修工程是非常重要的环节。为此,在装修工程施工前,必须制定切实可行的装修工程施工方案,并按要求进行严格审批,施工时先进行装修样板间施工,经建设单位、监理单位认可后方可进行大面积施工作业。4.8.1、内墙抹灰内墙抹灰的工艺流程为:浇水湿润——吊垂直贴灰饼——抹水泥踢脚——做护角——安装窗台板、抹水泥窗台——冲筋——抹砂子灰——抹罩面灰。室内抹灰前先施抹样板间,并检查上道工序的质量,含预留预埋是否正确无遗漏,墙面及楼板的孔洞已堵,做到不留破活,门窗框口已安。做好隐蔽工程验收记录,
经建设单位、监理单位、施工单位验收后,由工地监理工程师和质检员签发装饰令。墙面冲筋、线管内穿引线,50线已二次校正,房间内已找直找方正,横线找平,立线吊直,弹出踢脚板线,提前浇水湿润。底灰分层施抹,完后进行全面检查,做到墙面平整,阴阳角顺直,竖向管道后墙面顺直,预留洞箱盒四周墙面平整、边角方正,其表面为罩面灰底面。罩面灰要提前月余淋制,从灰坑尾部使用,严禁使用熟化时间不够的灰膏。4.8.2、内墙贴磁砖本工程的工艺流程为:基层处理——吊直、套方、找规矩——贴灰饼——抹底灰——弹控制线——贴面砖——调缝——擦缝。室内墙面磁砖镶贴前,必须认真在底灰上找方、弹线、排砖,并设专人洇砖、挑砖、磨砖。内墙阳角磁砖必须磨成45(或稍小于45)度角,磁砖套割必须用专用工具,同时水卫、采暖、电气专业施工人员必须与土建装修人员协调,设计好管卡、支架的位置。做到施工方便、美观实用。4.8.3、内墙面刷涂料、油漆工程墙面抹灰已基本干燥,室内预埋均已完成,样板间已经有关单位认可后,清理墙面,先进行局部腻子找平后满刮三遍,刮时应横竖刮,并注意接槎和收头时腻子要刮净。浆料要统一配制,拌合均匀,保证颜色一致,稠度适当。刷浆时先用排笔将门窗口周圈刷好,再大面积自上而下满刷,头遍浆后要复找腻子。油漆工程工艺流程:基层处理→打底→满刮腻子→刷混色油漆基层处理:对基层表面的尘土、杂物必须清扫干净,也不得将附近的墙面或其他物件损坏。木材表面粘有胶痕时,均宜刮除干净,不平处用腻子修补平整,然后用砂纸磨平,打磨时要顺木纹进行。
打底:用干性油打底,常用的干性油有亚麻仁油、桐油、苏籽油等,为避免刷油时滴油、流坠,将刷子蘸油后,要在小桶边轻拍一、二下,刷油要顺木纹将油漆铺开涂刷,木门的打底油宜在门扇安装前涂刷。如刷好后表面仍有不平处,要在局部不平处刮腻子后并用砂纸磨平磨光,再在磨光处涂上干性油。满刮腻子:腻子要不软不硬,不出蜂窝为好,刮腻子时要将腻子刮入钉孔、缝隙、榫接处,以及门心板边缝隙内,特别是上下冒头一定要刮实刮满,刮时顺木纹刮平刮光,接头处不留槎,不污染其他物件。刷油漆a刷木门底漆与打底操作相同。b刷第一遍油漆:刷油漆时,要顺木纹涂刷,线用处宜薄,以免起皱,阴角处应用油刷轻按,将余油粘起来使油流开,小面积狭长部分用油刷侧面上油,在大面积木材面的门心板处刷油漆时,将油刷蘸油后,顺木纹上下直刷,每刷一条间隔50-60mm,再刷一条,即“开油”,刷完后用不蘸油漆的油刷,将直条上的油漆先横向由上而下刷开,然后再斜向刷赶。横、斜向刷完后,将油刷上的油漆在小桶边上刮净,用刷子第一遍由上而下,紧挨第二刷由下而上,轻轻地进行“理油”。大面“理油”后,刷掉边棱上的多余油漆,使大、小面上油漆均匀、整齐,然后全面检查一遍,有无流坠、透底等缺陷,以便及时修补。c复补腻子:待第一遍油漆干透后,查看有无腻子收缩或残缺现象,如有类似现象应用第一遍的腻子复补一遍,做法同前。d磨光:待复补腻子干透后,用1号砂纸打磨平整光滑。
e刷第二遍油漆:刷法同第一遍。f磨光:用0号木砂纸轻轻磨一遍,使表面光滑,但不得划破油膜及楞用,磨完后仍用潮布将磨下的粉末等擦净。g刷第三遍油漆:刷第三遍油漆前,应将房间内清理干净,这一遍油漆为罩面用,因而刷油动作要快,刷得周到、颜色要均匀,刷出光亮、光滑、无透底、流坠、皱皮等缺陷。刷完后,必须将门上小五金沾有油漆处及时擦干净,要保持环境清洁,木基层上油漆,含水率不大于12%,金属面上刷漆,表面应除锈,不得有灰尘污物。油漆涂刷要适度,以刷时不流坠,无刷痕,光亮均匀,色泽一致为度,成活后严禁有脱皮、漏刷、返锈等现象。4.9.楼、地面工程4.9.1地砖楼、地面工程本工程工艺流程为:基层处理——找标高弹线——抹找平层砂浆——弹铺砖控制线——铺砖——勾缝、擦缝——养护——踢脚板安装。厨卫间防水层材料应符合规定,防水层施工完毕,经浸水试验合格,才能进行下道工序。防滑地砖面层:先在墙面上弹好+50cm水平线,以此为准做好找平工作,并清理基层洒水润湿。a地砖的质量要求符合产品标准及现行国家标准,并满足建设单位的要求。b在正式施工前,做出样板地,经建设单位质检部门、监理单位确认满意,才能大面积施工。
c铺贴时宜用1:4干硬性水泥砂浆,面砖应紧密、坚实、砂浆饱满,并严格控制标高。d地砖的规格尺寸,外观质量,色泽等进行预选,并应浸水湿润后晾干待用。e大面积施工,应采取分段按顺序铺贴,按标准拉线镶贴,做好工序检查和验收。f铺贴应在24小时内进行擦缝、勾缝和压缝工作。铺完后,面层应坚实、平整、洁净、线路顺直,不应有空鼓、松动、脱落和裂缝、缺棱、掉角、污染等缺陷。板块楼、地面工程在墙面抹灰之后,由上而下进行,施工前先进行检查,清理工作是否彻底,穿楼板孔洞是否认真堵塞。基层处理干净洒水湿润后,从弹好的面层水平线下量至找平层上皮标高,抹灰饼间距1500mm,再从房间一侧抹标筋,找好坡度后,进行装档找平,并用大木杠检查其平整度,同时检查其标高和泛水坡度是否正确,24小时后浇水湿润。找平层达到规定强度后,上人排砖弹面砖控制线。铺设前在找平层上涂刷素水泥浆,拌结合层材料要随拌随用,每铺完2-3行,应随时拉线检查缝格的平直度,如超出规定应立即修整,但注意一定要在结合层凝结之前进行。勾、擦缝的水泥一定要用同批、同标号、同颜色的产品。铺完砖24小时后,洒水养护,时间不得少于7天。4.10、门窗工程4.10.1、钢塑门窗工程本工程的工艺流程为:弹线找规矩——门窗洞口处理——
门窗洞口内埋设连接铁件——钢塑门窗拆包检查——按图纸编号运至安装地点——检查门窗保护膜——门窗安装——门窗口四周嵌缝、填保温材料——清理——安装五金配件——安装门窗密封条——质量检验——纱扇安装。在顶层找出窗口边线,用大线坠将门窗口边线引下,在每层窗口处划线标记,确定窗框安装位置后安框,采用暗固定,埋件数量、位置、连接方法、防腐处理等均要符合设计要求及施工规范规定。框四周用聚氨脂发泡材料填塞,打密封胶,底框留流水槽。4.10.2、木门工程本工程的工艺流程为:弹线找规矩——决定门框安装位置——决定安装标高——门框安装——门扇安装。木门框在墙面冲筋后安装,门窗扇在楼面施工一周后安装。所有门框安装前一律先吊线、弹立向墨线,然后按线固定,水平线以墙面50CM线为依据。门扇安装均需经几次反复修刨,做到扇开关灵活,五金配件安装位置正确,为成品保护起见,门框上于车轴处钉临时铁皮做保护。4.11、水卫、采暖工程A、给排水、采暖管道工艺流程:施工准备——加工预制——测量放线——栽支架——安装干管——安装立、支管——给水附件、散热器及采暖附件安装——刷油——打压试验——清洗——交工验收。排水管道工艺流程:施工准备——加工预制——测量放线——栽支架——安装干管——安装支管——卫生器具安装——交工验收。B、卫生设备安装:
(1)卫生间中的卫生设备穿楼面孔洞按标准图执行的同时,所定设备接口尺寸应与标准图一致,否则应修正。卫生设备安装参见相关标准图。(2)卫生设备定位应反复核对图纸,了解卫生间墙面装饰厚度。(3)卫生设备安装配合装饰进行。C、PVC-U排水管道安装工艺:1)PVC管预制加工:根据图纸要求并结合实际情况,分立管按预留口位置测量尺寸,绘制加工草图。根据草图量好管道尺寸,进行断管。断口要平齐,用铣刀或刮刀除掉断口外飞刺,外棱铣出150角。粘结前应对承插口先插入试验,不得全部插入,一般为承口的3/4深度。试插合格后,用棉布将承插口需粘结部位的水分、灰尘擦拭干净。如有油污需用丙酮除掉。用毛刷涂抹胶粘剂,先涂抹承口,后涂抹插口,随即用力垂直插入,插入粘结时将插口稍作转动,以利胶粘剂分布均匀,约30s至1min即可粘牢固。粘牢后立即将溢出的胶粘剂擦拭干净。多口粘连时应注意预留口方向。2)水平干管与引出管安装:首先根据设计图纸要求的坐标、标高预留槽洞或预埋套管。埋入地下时,按设计坐标、标高、坡度开挖槽沟并夯实。按设计坐标、标高、坡向,将预制加工好的管段,按编号运至安装部位进行安装。各管段粘连时也必须按粘结工艺依次进行。全部粘连后,管道要直,坡度均匀,各预留口位置准确。引入管至第一层检查口安装完后应做灌水试验,出口用充气橡胶堵封闭,达到不渗漏,水位不下降为合格。地下埋设管道应先用细砂回填至管上皮100mm,上盖过筛土,夯实时勿碰损管道。托吊管粘牢后再按水流方向找坡度。最后将预留口封严和堵洞。
3)立管安装:首先按设计坐标要求,将洞口预留。安装前清理场地,根据需要支搭操作平台。将已预制好的立管运到安装部位,首先清理已预留的伸缩节,将锁母拧下,取出U型橡胶圈,清理杂物。复查上层洞口是否合适。立管插入端应先划好插入长度标记,然后涂上肥皂液,套上锁母及U型橡胶圈。安装时先将立管上端伸入上一层洞口内,垂直用力插入至标记为止(一般预留胀缩量为20~30mm)。合适后即用自制U型钢制抱卡紧固于伸缩节上沿。然后找正找直,并测量顶板距三通口中心是否符合要求。无误后即可堵洞,并将上层预留伸缩节封严。排水立管转弯处应用2个45°的弯管与水平管段(埋地引出管段)相接,立管末端的弯头处应做C10混凝土墩。管道穿楼面应安装套管,套管高出楼面50mm。4)支管安装:首先剔出吊卡孔洞或复查预埋件是否合适。清理场地。按需要支搭操作平台。将预制好的支管按编号运至场地。清除各粘结部位的污物及水分。将支管水平初步吊起,涂抹胶粘剂,用力推入预留管口。根据管段长度调整好坡度。坡度应符合设计要求,合适后固定卡架,封闭各预留口的堵洞。横支管与横干管、横干管与立管连接处均采用45°斜三通或斜四通连接。5)器具连接管安装:核查建筑物地面、墙面做法、厚度。找出预留口坐标、标高。然后按准确尺寸修整预留洞口。分部位实测尺寸做记录,并预制加工、编号。安装粘结时,必须将预留管口清理干净,再进行粘结。粘牢后找正、找直,封闭管口和堵洞。打开下一层立管扫除口,用充气橡胶堵封闭上部,进行闭水试验。合格后,撤去橡胶堵,封好扫除口。
6)成品保护:管道安装完成后,应将所有管口封闭严密,防止杂物进入,造成管道堵塞。管道应加强保护,尤其立管距地2m以下时,应用木板捆绑保护。严禁利用管道作为脚手架的支点或安全带的拉点、吊顶的吊点。不允许明火烘烤塑料管,以防管道变形。油漆粉刷前应将管道用纸包裹,以免污染管道。4.12、建筑电气工程电气工程的工艺流程:施工准备——预制支吊架、铁件、管弯——稳筑盒、箱——管路连接——暗管敷设——地线焊接——防腐处理——扫管穿带线——穿导线——线路摇测——灯具等电器设备安装。4.12.1、连接宜采用插入法或套管法,接口必须牢固、密封,严禁将管割开包扎连接,注意防止暗配管路堵塞,配管后应及时扫管,发现堵管应及时修复,配管后及时加管堵把管口临时堵严。4.12.2、接线盒、开关盒、插座盒在墙体或现浇砼中埋设标高不准,深浅不一,位置不正。土建与电气专业要密切配合,预埋时要测位准确并牢固固定。4.12.3、各种开关必须控制相线,为保证接线准确,最好用颜色分开。4.12.4、绝缘电阻、接地电阻应按回路和接地体逐个测试,并认真做好测试记录存入档案。4.12.5、墙面只差一遍涂料时,进行灯具和配电箱、面板开关的安装,箱盒内要清洁、平整、位置准确、安装牢固。4.13、脚手架工程及垂直运输脚手架采用单排钢管脚手架;垂直运输,结构施工阶段采用1台TC4208塔吊和3台24米高物料提升机。4.13.1、脚手架构配件的质量标准
4.13.1.1、钢管及扣件钢管宜采用外径48mm,壁厚3.5mm焊接钢管,宜采用力学性能适中的Q235A(3#)钢,其力学性能应符合国家现行标准《碳素结构钢》GBT700中Q235A钢的规定,扣件应符合BG15831-1995《钢管脚手架扣件》的规定。4.13.1.2、底座扣件式钢管脚手架的底座有可锻铸制造的标准和焊接底座两种。可锻铸铁标准底座的材质要求与扣件相同。焊接底座应采用Q235A钢,焊条应采用E43型,几何尺寸符合图示要求。4.13.2、脚手架的用途及极限荷载值砌筑用脚手架、装修用脚手架及外围封闭脚手架,搭设高度22米,脚手架外立杆内侧满挂密目网全封闭。脚手架的荷载:结构架3000N/m2,装修架2000N/m2。4.13.3、脚手架的搭设方法4.13.3.1、搭设顺序
放置纵向扫地杆,自角部起依次向两边竖立底立杆,底端与纵向扫地杆扣接固定后、装设横向扫地杆并也与立杆固定(固定立杆底端前,应吊线确保立杆垂直),每边竖起3-4根立杆后,随即装设第一步纵向水平杆(与立杆扣接固定)和横向水平杆(小横杆,靠近立杆并与纵向水平杆扣接固定)、校正立杆垂直和水平杆水平使其符合要求后,按40-60NM力拧紧扣件螺栓,形成脚手架的起始段,按上述要求依次向前延伸搭设,直至第一步架交圈完成。交圈后,再全面检查一遍脚手架质量和地基情况,严格确保设计要求和脚手架质量,设置连墙件(或加抛撑),按第一步架的作业程序和要求搭设第二步、第三步……,随搭设进程及时装设连墙件和剪刀撑,装设作业层间横杆(在脚手架横向杆之间架设的、用于缩小铺板支撑跨度的横杆)、铺设脚手板和装设作业层栏杆、挡脚板及密目网全封闭。4.13.3.2、基础做法首先进行搭设场地的平整、夯实工作,从建筑物主体向外围3-5‰找坡。回填土夯实后,上面铺设厚5cm、20cm以上宽木脚手板沿建筑物周围通长装置,之后在木脚手板上放置钢底座,钢底座上放置立杆,之后按设计的立杆间距进行放线定位,铺设脚手板要平稳,不得悬空。4.13.3.3、排水措施在距脚手架外排立杆外侧0.5米处,设置一排水沟,在最低点,设置积水坑,水流入坑内,用潜水泵将水排出,排水沟坡度为3-5‰。4.13.3.4、构造要求4.13.3.4.1、立杆的间距、垂直度立杆间距选用1.5,允许搭设偏差±5cm,立杆垂直度允许搭设偏差±10cm。4.13.3.4.2、扫地杆设置从垫板往上20cm处,设置扫地杆,扫地杆采用对接接长。扫地杆在端头与立杆交接处伸出扣件长度不小于10cm。4.13.3.4.3、横杆间距、平整度横杆步距采用1.8米,用对接方法接长,一根横杆两端的高差,不能超过2cm,纵向水平杆全长平整度不能超过±10cm。4.13.3.4.4、立杆、横杆接头的详细做法
立柱上的对接扣件应交错布置,两个相邻立柱的接头不应设在同步同跨度,两相邻立柱接头在高度方向错开的距离不应小于500mm,各接头中心距主节点的距离不应大于步距的1/3。纵向水平杆对接接头应交错布置,不应设在同步、同跨内,相邻接头水平距离不应小于500cm,并应避免设在纵向水平杆的跨中。4.13.3.5、架体与建筑结构拉接要求4.13.3.5.1、构造形式采用刚性连接方式,连墙件的连墙杆用两根50cm短管用直角扣件中间夹垫木固定于墙上。4.13.3.5.2、布置要求连墙杆在垂直间距不应大于4米,水平间距不大于6米的位置上设置,设置时尽量靠近主节点,偏离主节点的距离不应大于30cm。必须从底部第一根纵向水平杆处开始设置,布设形式可以采用花排,也可以采用并排,宜优先采用花排。门窗洞口采用短向拉接,钢管长度过门窗洞口边缘250mm以上。4.13.4、撑的搭设方法在建筑物四周转交处,必须要设置剪刀撑,每道剪刀撑跨越立柱的根数宜在5-7根之间,每道剪刀撑的宽度不应小于4跨,且不小于6米。斜杆与地面的倾角宜在45度-60度之间,同底至顶连续设置,中间每道剪刀撑的净距不应大于15米。
剪刀撑斜杆应用旋转扣件固定在与之相交的横向水平杆的伸出羰,或立柱上,旋转扣件中心线距主节点的距离不应大于15cm。剪刀撑接长采用搭接接长,搭接长度不小于50cm,用3个扣件等距离布置,扣件扣在钢管端头处不小于10cm处。剪刀撑下端一定要落地。4.13.5、小横杆的设置每一主节点处必须设置一根横向水平杆,并采用直角扣件扣紧在纵向水平杆上部,端头处伸出长度不小于10cm。该杆轴线偏离主节点的距离不应大于1580cm,在双排架中,靠墙一侧的外伸长度不应大于50cm。单排架的小横杆一端采用直角扣件,固定在纵向水平杆上部,另一端应伸入墙内240mm以上。4.13.6、脚手板的防护栏杆脚手板一般应设置在3根小横杆上,要铺满、铺严密,在两侧设置180mm以上高踢脚板,操作层上部护身栏杆1.2米高,下部护身栏杆距踢脚板0.6米处。4.13.7、脚手架体与建筑物之间封闭办法4.13.7.1、密目网垂直封闭4.13.7.1.1、密目网的质量要求1)密目网要四证齐全,要有阴燃性能,其续燃、阴燃时间均不得大于4秒。要符合GB16909的规定。10cm*10cm=100cm2的面积上,有2000个以上网目。4.13.7.1.2、密目网贯穿试验做耐贯穿试验时,将网与地面成30度夹角拉平,在其中心上方3米处,用5kg重的钢管(管径48-51mm)垂直自由落下,不穿透即为合格产品。4.13.7.1.3、密目网的绑扎方法
用系绳将密目网绑扎至立杆或大横杆上,使网与架体牢固的连接在一起。系绳的材质应符合GB16909的规定。4.13.7.2、兜网封闭用大眼安全网(平网)将脚手架与建筑物之间封闭起来,每隔10米封闭一道。4.13.8、脚手架的上下通道脚手架体要设置安全马道:1.马道宽度不小于1米,坡度以1:3(高:长为宜)。2.马道的立杆、横杆间距应与脚手架相适应,基础按脚手架要求处理,立面设剪刀撑。3.人行斜道小横杆间距不超过1.5实。4.马道上满铺脚手板,板上钉防滑条。5.设置护身栏杆,上部护身栏杆1.2米,下部护身栏杆距脚手板0.6米,同时设180mm宽挡脚板。4.13.9、脚手架的卸料平台卸料平台上面要挂牌标明控制荷载;要有荷载计算书;要有专门搭设方案;要严格按照搭设方案施工。4.13.10、手架交底与验收脚手架必须严格按照施工方案搭设,要有严格的技术交底,要有节点构造详图,操作人员必须严格执行,所有偏差数值必须控制在允许范围内。要由专门人员对已搭设好的脚手架按照搭设方案进行验收,验收时要有量化内容,如:横、立杆之间距数值,立杆的垂直度,横杆的平整等都应详细记载在验收记录当中。不能简单的用“符合要求”来代替。4.13.11、脚手架的拆除方法
制定拆除方案,方案应包括拆架的步骤和方法、安全措施等。拆除顺序应遵守由上到下,先搭后拆、后搭先拆的原则。即先拆栏杆、脚手架、剪刀撑、斜撑、而后小横杆、大横杆、立杆等,并按一步一清原则依次进行,要严禁上下同时进行拆除工作。拆架子的高空作业人员应戴安全帽,系安全带,穿软底鞋上架作业,同时,周围设围栏或竖立警戒标志并有专人指挥,以免发生伤亡事故。4.13.2、脚手架搭设时注意事项1)外径48mm与51mm的钢管严禁混合使用。2)主节点处,固定横向水平杆(或纵向水平杆)、剪刀撑、横向支撑等扣件的中心线距主节点的距离不应大于150mm。3)各杆件端头伸扣件盖板边缘的长度不应不于100mm。4)以接扣件的开口应朝向架子的内侧,螺栓朝上,直角扣件的开口不得朝下,以确保安全。5)当脚手架外侧遇有高压线时,而且外侧边缘距外电架空线路外侧边线的安全距离小于规范规定时,应做专门外电防护方案,并严格执行。6)上架作业人员必须持证上岗,戴安全帽,系安全带。7)严格按搭设方案施工;连墙件和剪刀撑应及时设置,不得滞后超过两步。搭设过程中,应注意调整脚手架的垂直度,最大允许偏差100mm。4.14、季节性施工措施冬雨期施工措施A、雨期施工技术措施
1).密切注意天气变化,避免雨天浇筑混凝土,如施工中遇大雨立即停止混凝土的浇筑,并及时对施工完的混凝土进行草包覆盖保护。2).采用硬地施工,即施工现场临时道路采用150mm厚混凝土浇筑,这既给雨期施工带来很大的便利,给工人提供了良好的工作环境,又防止了尘土、泥浆被带到场外,保护了周围环境,加强了现场文明施工。4).现场室外使用的中大型机械必须按规定加设防雨罩或防雨棚,闸箱防雨,漏电接地保护装置应灵敏有效,定期检查线路的绝缘情况。5).现场尽量少备用灰料,如必须备用,则须做好如下防潮工作:下铺木板和两层彩条布,要求石灰袋下部离开地面的架空高度不小于500mm,石灰堆上铺一道彩条布,雨期增加一道。6).做好现场排水系统,将地面雨水及时排出场外。B冬季施工技术措施1).认真制定针对性强的冬季施工安全措施,开展冬季施工安全生产知识的宣传、教育和培训,提高作业人员的自我防范意识和安全操作技能。2).根据气候变化,灵活安排不同工种工作,在遇到大风、雨、雪等恶劣天气时应立即停止室外作业,及时清除施工现场的积水、积雪,在采取有效的防冻、防滑措施后方可进行正常施工。3).加强作业人员生活区的管理,严禁将未完工工程的地下室作为住宿场所,工人宿舍取暖设施应设专人管理,严禁明火取暖和乱拉、乱接电器,严防烟气中毒、火灾和触电事故。4).加强对室内防水工程、装饰装修工程中进行焊接等明火作业的管理,对各类易燃、易爆物品要严格管理,合理有效配置消防器材,严防发生火灾、爆炸事故。
第五章质量保证措施本工程质量目标为合格,质量保证措施如下:5.1、严格执行质量管理岗位责任制,建立健全质量保证体系,领导小组分工负责,集中管理,层层把关,严格审批,从原材料、成品、半成品进场到每个分部、分项工程,进行全方位、全过程的质量监察与控制。建立健全质量台账制度及例会制度,及时分析,果断处理,把质量问题消灭在萌芽状态之中。5.2、选派具有丰富施工经验的老师傅任专职检查员,并给予教育、纠正、停工、罚款等权力,行使质量否决权。5.3、认真坚持执行“三检”(自检、互检、交接检),对返工浪费的责任者24小时内按公司经济处罚规定做出处理,并在工地挂牌通报,开专题会议讨论,使大家接受教育,以达到提高质量意识的目的。5.4、施工过程中严格实行书面技术交底制度,每一分项工程开工前由工长向作业班组进行交底,必要时进行培训或示范交底,使每一个操作者明了交底内容,清楚操作要点、标准、要求及注意事项,并由接受人签认。5.5、认真执行图纸会审、技术交底、材料试验、隐蔽工程验收、测量放线复测、设计变更、工程签证等质量保证和质量管理技术资料的收集整理等技术管理制度,确保工程资料同步性、真实性、准确性。5.6、严把原材料、成品、半成品进场、采购关,对价格实行“货比三家”,对质量实行认真抽检,重要材料甚至实行全数检查。5.7、
施工现场所有管理人员均要按各自的分工做好质量记录,填写要规范、准确、清楚,杜绝当时不做记录,事后再补的不良现象,现场设一名文档管理员,需要报送技术部门的资料要及时报送,并建立好文件收发台帐。5.8、水、暖、电预留、预埋项目均设专人负责,定位要准确,安装要牢固,在砼浇筑过程中设专人看护,以免造成位移或破坏。5.9、装修工程施工前先施工样板间、样板墻,经有关人员验收达到要求后方可大面积施工。5.10、对防水工程等关键部位,施工前编制详细的作业指导书及质量控制措施,施工时层层把关,道道监控。5.11、水、暖、电等设备工程严格执行二次调试、检验、试运转,以确保使用功能的满足。5.12做好计量仪器、设备、工具的检测工作,按国家及地方规定对计量器具定期校验,以确保提供的数据准确、真实、可靠。5.13搞好施工过程中的成品、半成品保护工作,尤其在装修阶段,建立各级成品保护责任制,严格执行成品、半成品保护方案及奖罚制度。5.14开展全面质量管理活动,对工程质量预测预控,充分运用PDCA循环进行管理,发挥工人的聪明才智,总结经验、教训、探讨科学的施工方法。在整个施工过程中,项目经理是工程质量的第一责任人,项目工长负责将施工方案贯彻实施,项目质检员对每道工序都要进行全过程的质量控制,施工过程的质量控制要求见附表。第六章安全生产及文明施工技术组织措施6.1、安全目标:杜绝伤亡事故,轻伤负伤率不超过0.24%;6.2、安全工作方针:
安全第一,预防为主。6.3、安全生产保证措施:6.3.1、建立从总公司到生产班组的安全领导机构(见附图),认真落实安全生产岗位责任制,分工明确,责任到人,所有管理人员和操作人员必须牢记“安全第一,预防为主”的方针,任何人对安全不能存在侥幸心理。6.3.2、建立健全各种安全生产规章制度,并制定奖罚措施,作好记录。坚持周一安全教育制度,特殊作业人员必须持证上岗,增强职工自我安全保护意识。6.3.3、每日上班前,班组长视现场情况布置生产任务的同时要进行安全技术交底。6.3.4、临电线路整齐完好,漏电保护、电机接地等措施可靠有效。6.3.5、施工现场建立安全、防火、保卫领导小组,并设立各种醒目的安全标牌、标志、板报。6.3.6、安全员在巡查中要注意发现安全隐患,并及时排除,对于违反安全操作规程者要及时制止并进行教育,直至停工和经济处罚。6.3.7、安全生产条件不具备,工人有权拒绝施工。6.3.8、施工现场应依据标准、规范,按规定做到施工安全员管理资料的标准化。6.3.9、各种机械设备要按要求设防护装置。6.3.10、实行安全生产定期检查制度,根据安全生产的突出问题和施工季节的特点组织专项检查,做好检查,实行事故隐患通知书制度,要定人、定时间、定措施进行整改,整改合格后,履行签字手续。
6.3.11、根据工程施工特点制定相应的安全技术措施,并审批签字。施工员在分项工程施工前必须向分项作业负责人作书面安全技术交底,各持一份,工地安全员根据安全技术交底内容检查落实。6.3.12、实行目标管理,对项目责任目标层层分解,做到“安全生产,人人有责”,对项目部各级管理人员签订责任状。通过责任目标分解,使安全工作层层有人抓、有人管,从组织上对安全保证体系的有效运行奠定了基础,通过责任目标考核,提高了安全管理人员的工作积极性和责任心。6.3.13、制定基坑防护、模板设计、脚手架验算、“三宝”“四口”防护、塔吊使用、机具防护、施工用电等专项技术安全措施,切实保障安全生产文明施工。6.4、安全技术措施6.4.1、模板工程施工前,进行支撑系统的设计,并由技术负责人编制模板工程施工方案。6.4.2、脚手架工程搭设前要编制施工方案,技术负责人要向施工人员进行安全技术交底,签字生效。搭设完毕,经验收合格后方可使用。6.4.3、模板拆除前必须确认砼强度达到规定标准(有强度报告)并填报拆模申请书,经专业工长批准后方可进行。6.4.4、施工现场按“三级配电、两级保护”的要求布置配电箱及配电设备。6.4.5、施工现场所有机电设备,应由专人操作、维护和保管,他人不得随意使用。现场的电气设备必须设置漏电保护装置,操作人员离开用电设备时,拉闸断电,锁好闸箱。
6.4.6、建立现场安全、防火、保卫工作管理制度,并在现场设立各种安全标志、标语、板报,设置消防栓及消防器具。6.4.7、实行安全隐患通知书制度,发现问题限期改正。6.4.8、建筑物四周施工出入口搭设安全防护棚。6.4.9、脚手架拆除前必须由专业工长签署拆除令,由有安拆资质的脚手架专业人员进行拆除,拆除的架管、扣件等物品必须用绳索吊落,不得随意从高处乱扔乱抛。6.5安全防火措施6.5.1、项目部成立防火专业小组,在施工中认真搞好消防工作。6.5.2、施工现场设消防设施、水龙头,位置见施工总平面布置图,木工棚内要严格管理,并设置消防水管。6.5.3、易燃、可燃材料要分开堆放,留出间距,如受条件、场地限制,要采取其它相应防火措施。6.5.4、对专业从事防火人员进行专门消防知识培训,采取专业消防人员负责制,对全面操作人员加强防火教育,发动群众,人人重视消防工作。6.5.5、做好消防检查工作,公司联合每月检查一次,项目部每周检查一次,发现安全隐患,及时纠正,防患于未然。6.5.6、施工现场不得动用明火作业,如果必须明火作业时,须提前向消防员及项目部提出申请,经批复后方可动用明火。6.6、安全治安保卫措施6.6.1
、建立治安保卫网络,健全以岗位责任制为中心的各项治安保卫管理制度,层层落实,分级管理,各负其责,把治安保卫工作的考核列为项目部一项主要任务来抓,推动职工对治安保卫的积极性、主动性。6.6.2、经常对职工进行“遵纪守法”的教育,督促职工遵守各项治安保卫管理制度。6.6.3、组织开展治安保卫工作检查,每月检查一次,并对检查出的问题提出整改措施。6.6.4、项目部所在施工现场要及时与所在地区治安联防、派出所联系,并保持良好的工作关系,共同搞好治安保卫工作。6.6.5、施工现场不准酗酒闹事、打架斗殴。违者按公司有关规定处理。6.6.6、施工现场贵重材料和器材设备应指专人看管,严格领用借用交接手续。6.6.7、加强职工的遵纪守法意识,提倡礼貌待人,施工人员无要事不得随意到场外闲逛。6.6.8、制定各级治安保卫人员职责:服从领导,听从指挥,忠于职守,高度负责,上岗期间不准酗酒、睡觉和进行各种娱乐活动,严格物资的出入检查登记手续,严格交接班制度。护场人员不得外借任何料具,对场内料具负责保护,且要做到心中有数。发现异常情况及时处理,并上报上级有关部门。6.7.文明施工措施6.7.1、场容场貌6.7.1.1、建立文明施工管理体制,严格按施工总面图划分施工责任区,并落实到人。6.7.1.2、施工现场“七牌二图”
齐全、醒目,进出口设警卫室,并有值班人员及现场保卫制度。6.7.1.3、施工现场严格按施工平面图布置,料具堆放整齐,道路及排水通畅,出口路面硬化。6.7.1.4、施工现场周围墙面刷白色涂料,书写与企业管理内容有关的宣传标语。6.7.1.5、临水、电埋地,设储水池,临水做到不跑、冒、滴、漏。6.7.1.6、机械设备要定期检查维修,挂操作规程标牌,定人定机。6.7.1.7建筑物外采用密目式安全网封闭,防止施工粉尘外扬,污染环境。6.7.2现场卫生6.7.2.1职工生活及施工区分开,做到食堂机关化,住宿公寓化,用水、职工的饮食均符合卫生要求。6.7.2.2、生活用电、施工用电严格按施工组织设计规定架设或埋地,严禁乱拉线,防止事故发生。6.7.2.3、现场设置饮水处,保证职工随时喝上干净的开水。6.7.2.4、现场设水冲式厕所并设专人管理。6.7.2.5、搞好现场宿舍的环境卫生,做到整洁、舒适、干净。6.7.3、环境保护6.7.3.1、现场路面及各用水点设置明沟,由明沟有组织地将污水排到沉淀池,然后经临时管道进入城市排水系统。6.7.3.2、建筑、生活垃圾按指定点堆放,并及时清运。6.7.3
.3、合理安排作业时间及工作内容,控制噪音污染。积极与附近居民搞好关系,创建一个良好、和睦的施工环境。6.7.3.4、优先采用噪声较小的施工机具,尽可能创造条件采用密闭或半密闭作业方式。6.7.3.5、防止扬尘措施:严禁自高处向下倾倒垃圾;施工道路要设专人洒水;运输土方、垃圾的车辆出场要覆盖;现场存放的土方要用塑料布覆盖6.7.4、文明建设6.7.4.1、在现场适当位置设置宣传栏,标语要整齐、醒目,激发广大职工的积极性和工作热情。6.7.4.2、现场管理人员和作业人员分工种佩戴上岗证和安全帽。6.7.4.3、易燃易爆物品设专用仓库堆放,并标注警示字样。6.7.4.4、施工现场制定消防措施,建立消防领导小组,分清职责。配备充足的灭火器材和经过培训的消防人员。6.7.4.5、严格按河北省文明施工要求组织施工。6.7.4.6、开展创文明工地竞赛活动,定期检查评比。6.8减少扰民噪音、降低环境污染技术保证措施6.8.1.现场噪声的控制:⑴所有施工机械优先选用低噪音的施工机械,对工人做好教育,杜绝人为环境噪声污染,装卸模板及拆除架管时轻拿轻放,浇筑混凝土时,混凝土振动棒严禁贴靠模板和钢筋振捣。(2)夜间22时至次日凌晨6时期间不进行施工作业。(3)本工程墙柱使用提前组合成的片模,顶板使用竹胶板模板,模板安装和拆除时可降低噪声。
6.8.2.污水的控制⑴生产污水:主体施工阶段,生产污水主要是由主体施工时楼板混凝土养护所产生;污水排入市政管网前必须经过沉淀处理,在现场设立三级沉淀池,所有生产污水经处理后,才能排入市政管网,或者现场回收,用于降尘等工作。⑵生活污水:现场临时厕所污水全部排入现场化粪池,并经化粪池过滤后排入市政污水管道。食堂污水要经过简易有效隔油池过滤后,再排入市政污水管道,现场设置临时三级隔油池,隔油池要定期掏油,保证下水管道疏通,以免造成水污染。⑶现场排水:施工现场道路、场地做好排水坡度,保证现场不积水,现场设雨水排水井,将雨水引入市政管井,雨水排水管道定期清理,防止杂物堵塞雨水管道,保证排水畅通。第七章施工进度计划与保证措施本工程开工日期为日历天数120日历天。为确保工程如期完工,必须合理安排,本工程主要由控制计划、月计划、各专业控制计划、周计划等组成计划体系。计划由公司、项目分级管理,以土建为主,水暖电为辅,相对独立,互相配合。各关键施工部位开、竣工日期详见网络图。7.1、管理措施7.1.1、组成以公司生产科—
项目经理为主体的二级施工计划保证体系。工长负责安排好现场各班组的任务分配、协调、督促,以保证工期目标的实现。7.1.2、组织强有力的项目经理部,实行项目经理负责制,项目经理对工程的各个环节统一指挥,对人员机械、材料组织调配和进行现场生产安排。7.1.3、项目在总控制计划的控制下,制定出月计划、专业计划。施工员根据月计划进一步作出周计划,在每月25前上报分公司、建设单位、监理单位,并根据施工实际情况及时调整阶段计划,保证中、长期计划的顺利实现。7.1.4、建立例会制度,项目经理部每日召开生产碰头会,检查日计划,安排日生产,及时解决施工中出现的问题。做到日保旬、旬保月,月月向前赶。7.1.5、建立周协调会制度,做好与建设单位、监理单位、质监单位的配合,为他们的工作提供方便,认真接受监督,认真对待他们的意见和建议。总结本周的计划落实情况,并制定下周的作业计划,总结经验,查找原因,吸取教训,排除影响进度的障碍。7.1.6、认真落实各级承包责任制度,把整个工程分解到班组,杜绝大锅饭现象。在施工工艺上不断创新、改革,提高劳动效率,对施工进度实行阶段目标管理,以加快施工进度。7.1.7、精心安排,合理组织小节拍流水和立体交叉作业,和施工段在施工环节中互相配合,确保工程施工的连续性。必要时安排两班倒,日夜兼程。7.1.8、制定奖罚制度,对按规定提前完成的进行奖励,对延误工期的进行处罚,调动工人的积极性。
7.1.9、制定严密周详的季节性施工措施,使处于季节性施工的主要工序能够保质保量地完成。7.1.10、梁柱采用钢木组合模板,并采用早拆技术,加快模板周转速度。7.1.11、采取新技术、新工艺、新材料,提高机械化程度,缩短工期。7.1.12、采取有效的成品保护措施,避免损坏、污染等造成返工、修补时间。7.2、劳动力配置7.2.1、按施工进度计划提前向公司报所需的工种人数,选择技术实力雄厚的班组。7.2.2、特殊作业人员持证上岗,不准无证的非技术人员进行特殊工种作业,以保证施工质量和施工安全,杜绝返工和安全事故造成的延误工期。7.2.3、坚持好中求快,干一项成一项,避免返工,一次成优。7.2.4、开展劳动竞赛,比质量、比速度、比安全、比文明施工。7.3、材料、机具设备供应7.3.1、制订科学合理的材料、设备进出场计划,对工程所需的材料早计划,早安排,届时进场,及时试验。7.3.2、特殊材料提前一个月向公司报计划,以保证材料及时进场。7.3.3、项目所使用的机具设备要定期进行保养、维修。7.3.4、公司每月组织管理、维修人员对施工现场所用设备、机具进行机体检查和操作检查。第八章项目班子组成情况
本工程由公司选派骨干组成项目部,下设工程管理、施工技术、工程测量、试验计量、质量监控及物资管理等部门,详见项目部成员表,并组成质量和安全保证体系,同时我公司将在本工程上充分发挥管理优势,在施工计划编制及管理、工程预决算、档案资料、财务、人事等方面实行微机网络管理,以便能及时了解现场及各部门的运行情况,在公司内及时调度、统筹安排。以上各部均全力以赴,以“为用户提供优质的产品和满意的服务”为目标,实现工程质量达到优良。本工程由我公司第一项目部组织现场施工,该项目部的特点是技术过硬、管理能力强、人员年轻、富有朝气,大多是具有大专以上文化程度并有丰富工作经验的管理人员组成,人员整体素质高。该工程将实行项目法施工,以生产为龙头、技术、安全为保障、质量为目标,采用统一计划协调、统一现场管理、统一组织指挥、统一物资供应、统一资金收付等一整套规范化的管理程序,确保工程目标的顺利完成。项目经理部组成人员序号职务职责1项目经理主持工程全面管理工作2技术负责人主抓技术、质量管理工作3土建施工员负责施工生产计划的全面实施现场文明施工4电气施工员负责电气安装工程施工组织落实5水暖施工员水暖卫工程施工组织落实工作。6瓦工工长负责砌体施工7砼工长负责砼工程施工管理工作8木工工长负责模板、门窗、扶手、木制品安装等工作
9钢筋工长负责钢筋翻样、施工、验收工作10架子工长负责脚手架搭设工作11质检员工程质量检查12材料员负责料具供应13安全员负责安全生产指导、监督14资料员负责工程技术资料收集整理工作。15定额员负责工程量、定额工日及材料用量的计算。16预算员负责施工预算及统计工作17计划员负责进度计划、材料计划制定、落实工作18取样送样员负责材料取样、送检19机械管理员负责机械设备管理20劳资员负责考勤、工资、奖金的发放21财务会计负责成本核算、财务管理22材料会计负责材料管理第九章拟投入的主要施工机械设备及进场计划9.1、施工机械设备针对本工程特点及工期要求,选择能减轻劳动强度、提高生产率、加快工程进度、保证施工质量、适用性及多用性兼顾的施工机械,做到技术先进性与经济合理性的统一。尽可能发挥施工机械效率和利用程度。详见拟投入施工机械设备表。第十章劳动力安排计划
10.1、为了更好的完成招标书规定的进度、质量、安全等要求,公司将提前选择好劳动力队伍。本工程劳务施工队伍的选择采用招投标制(进场后3天内完成),以选出技术素质好、管理水平高、质量意识强、组织机构健全、纪律严明的劳务施工队伍,来承担施工任务,由项目经理部对其进行全方位协调管理。10.2、本工程结构施工中计划选用土建、水、电施工队伍各一支,进入装修阶段将再通过招投标的方式择优选择支专业装修队伍。10.3、在施工过程中公司将组织所有劳务队开展劳动竞赛活动,奖勤罚懒,奖优罚劣,做到奖罚分明,责任落实到人,以提高施工人员的劳动积极性。10.4、劳动力组织(劳动力计划表)合理而科学的劳动力组织,是保证本工程顺利进行的重要因素之一。根据工程实际进度、及时调配劳动力。我们将通过考察指定最优秀的成建制的劳务队伍进驻本现场,并分级签订劳务合同。进场前进行入场安全知识教育,认真组织技术交底。特殊工种持证上岗,按时入场后迅速进入工作状态。在主体结构施工时,瓦工、钢筋工、木工相对投入较多。根据施工进度计划,及时投入装修和水电安装工人。根据施工总体控制计划、工程量、流水段的划分、装修、水电安装的需要,现场劳动力投入见下表第十一章施工平面布置11.1、临时道路、排水、围墙
对施工现场进行整体规划布置。在符合石家庄市及建设单位、监理单位要求的前提下,执行公司统一标准。施工现场临时道路及材料堆放场地全部硬化,路边进行绿化,保证现场不扬尘,不积水。施工现场设沉淀池,废水经过沉淀后作为养护用水二次利用。11.2、临时生产性暂设安排根据现场条件合理布置搅拌站、砂、石料堆场、架设工具堆场、钢筋堆场、钢筋加工车间、木材堆场、模板堆场、木工车间、办公室、库房等建筑物(具体布置详见施工总平面图)。11.2.1、办公室采用彩钢板临时用房,塑钢门窗,房间面积按2~3m2/人设计。11.2.2、临时用电安排11.2.3、临时用水安排11.3、临时生活设施安排(进场后10天内完成)第十二章防止扬尘污染治理措施12.1、施工工地的食堂必须使用煤气、液化气、燃油等清洁燃料,不得燃烧煤炭、柴草等。除设有符合规定的装置外,不得在施工现场熔融沥青或焚烧油毡、油漆及其它会产生有毒有害烟尘的物质。12.2、散碎料和建筑垃圾应随时清理,集中外运,保持场地的整洁卫生,防止污水、泥浆溢流,污染临街路面。建筑施工现场的场地应坚实平整、干净,出入口道路及作业场地必须硬化,排水系统处于良好的使用状态。12.3、防治建筑施工中产生的环境污染,加强建筑施工中的环境保护工作,在建筑施工现场我们会采取必要的围挡作业。在主干道两侧的施工现场周围连续设置不低于2.5的围挡;在一般路段的施工现场周围连续设置不低于1.8米的围挡。围挡应做到坚固、美观。
12.4、在建工程外侧按照有关部门的要求使用密目式安全网全封闭。另外搞好施工现场绿化、净化、美化。一切将按照建筑业主管部门及环境保护行政主管部门的要求进行。12.5、施工现场应经常洒水降尘,及时清扫,保持清洁的卫生。现场土料进行覆盖。12.6、建筑垃圾与生活垃圾应分开堆放,设固定地点,及时清理。
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