内蒙古某高校学生公寓(emt方案)施工组织设计课程设计

目录第一章工程概况1第二章施工方案1第一节基础工程1（一）土方开挖1（二）毛石基础砌筑2（三）土方回填4（四）地圈梁4第二节主体工程4（一）钢筋工程4（二）模板工程8（三）混凝土工程10（四）砌筑工程13第三节脚手架工程15第四节屋面工程16（一）屋面保温16（二）找平层16（三）屋面防水16第五节装饰工程18（一）外装修工程18（二）楼地面装修19（三）内装修22第六节安装工程24（一）门窗工程24（二）电气工程25（三）暖卫工程32第三章施工措施36第一节雨期施工措施：36第二节技术质量及创优保证措施37-49- （一）创优规划37（二）创优管理体系37（三）技术质量保障措施38第三节现场安全文明施工措施41（一）安全文明施工目标41（二）施工安全42（三）消防安全43第四节环境保护措施44（一）污水处理措施44（二）降低扬尘措施44第五节技术节约及降低成本措施44（一）技术措施44（二）管理措施45第六节成品保护措施45第四章施工进度计划表见附录第五章施工现场平面布置图见附录-49- 内蒙古某高校学生公寓（E1MT方案）施工组织设计第一章工程概况本工程为内蒙古某高校拟建学生公寓3幢，位于该校区内，都为砖混结构。1#楼为五层，建筑面积为2828㎡；2#楼、3#楼为六层，建筑面积3393.6㎡，总建筑面积9615.6㎡。室内外高差450mm，底层层高3.3m，二-六层层高3m。屋面防水用改性沥青油毡做，铺100厚聚苯板作做屋面保温。外墙采用涂料饰面，外贴50厚聚苯板作为外墙保温，内墙刮两道腻子。窗为塑钢窗，楼梯为铁艺楼梯。该建筑基础结构为毛石条形基础，用M5水泥砂浆砌筑。主体结构为砖混结构，采用M7.5混合砂浆砌筑MU10机制红砖；钢筋等级为HPB235（直径大于20mm的钢筋等级采用HRB335）；所有现浇混凝土强度等级均为C25。第二章施工方案第一节基础工程基础施工前必须按《建筑场地墓坑探查与处理现行规程》进行探查处理。如果遇到异常情况或与地质勘查报告不符时，应与建设单位、设计院商定处理方案。基础工程施工工序：场地平整→测量放线→定位→(由西向东)土方机械小开挖→运输→边坡加固→清理基坑→问题坑处理→验槽→毛石基础→回填土→地圈梁。（一）土方开挖1`.工程概况：基底标高-2.4m，地下水位位于标高-20m以下，不需降水。室外标高-0.45m，现场交通良好。2.施工准备：（1）审查设计图纸，核对平面尺寸和坑底标高，摸清地下构筑物及地下管线分布情况，与甲方确认。（2）施工方案及施工队伍准备就绪，并将土方施工方案下发给专业施工队伍。-49- （3）在现场外就近找临时堆放土方的场地。3．开挖方案及机械选择：（1）依据本工程现场条件地质勘察报告及地基基础的特点，采用机械开挖为主，人工为辅的办法，开挖基槽，并用装载机作出入口坡道。（2）开挖选用反铲挖掘机WY-60一台、装载机一台及自卸汽车。（3）挖土方白天进行，土方存放在场外的临时场地，晚上再将土运走，以免影响学生的休息。4．土方开挖：（1）因开挖深度不大，土方开挖一步到位，开挖时，为防止机械破坏原土，留150mm厚，采用人工清运。土方开挖后，及时请有关人员进行地基验槽，并做好验槽记录工作。（2）在开挖过程中，对平面位置、边坡坡度和标高等进行测量，校核其是否符合设计要求。（3）基坑排水：基坑排水用抽水泵把水抽出基坑外的排水沟5．注意事项：（1）挖土过程中应有测量工及时将标高引测至槽帮上，并随时校核基底标高，避免超挖。（2）基坑挖完后，严禁在基坑边大量堆载或载重车辆穿行，并设专人看护边坡，发现问题及时上报和处理。（3）坑内施工中，应派专人负责远望，一旦出现危险预兆应及时通知撤离。（4）基槽上口1000mm处设1.2m高钢管护栏，并用红白漆做出突出标记，外挂密目安全网，并悬挂红色警示灯，钢管立杆下口砌120mm宽，200mm高的挡水墙，内外抹水泥砂浆。（二）毛石基础砌筑1.材料：基础采用M5.0水泥砂浆和毛石砌筑。（1）石料：其品种、规格、颜色必须符合设计要求和有关施工规范的规定，应有出厂合格证。风化石严禁使用。-49- （2）砂：宜用粗、中砂。配制小于M5的砂浆，砂的含泥量不得超过10％；等于或大于M5的砂浆，砂的含泥量不得超过5％，不得含有草根等杂物。（3）水泥：一般采用P.O32.5级矿渣硅酸盐水泥和普通硅酸盐水泥，有出厂证明及复试单。如出厂日期超过三个月，应按复验结果使用。（4）水：应用自来水或不含有害物质的洁净水。（5）其它材料：拉结筋，预埋件应做好防腐处理。2.施工机具：应备有搅拌机、筛子、铁锨、小手锤、大铲、托线板、线坠、水平尺、钢卷尺、小白线、半截大桶、扫帚、工具袋、手推车、挂线架等。3.准备工作：基槽清理干净，表面不能有浮土；放好基础轴线及边线；根据基础截面形状，做台阶形砌筑挂线架（一般间距15～20m，转角处均应设立)，以此作为砌石依据。4.工艺流程：砂浆搅拌→作业准备→试排撂底→砌毛石→验收（1）砂浆拌制：砂浆配合比应用重量比，水泥计量精度在±2％以内，砂，掺合料为±3％以内。宜用机械搅拌，投料顺序为砂—水泥—掺合料—水，搅拌时间应符合下列规定：水泥砂浆和水泥混合砂浆不少于2min；水泥粉煤灰砂浆和掺用外加剂的砂浆不少于3min；掺用有机塑化剂的砂浆应为3～5min。砂浆应随拌随用，一般水泥砂浆和水泥混合砂浆须在拌成后3h和4h内使用完，不允许使用过夜砂浆。当施工气温最高超过30℃时，应分别在拌成后2h和3h内使用完毕。基础按一个检验批，且不超过250m3砌体的各种砂浆，每台搅拌机至少做一组试块（一组六块），如砂浆强度等级或配合比变更时，还应制作试块。（2）砌筑前，应对弹好的线进行复查，位置、尺寸应符合设计要求，根据进场石料的规格、尺寸进行试排、撂底，确定组砌方法。（3）毛石砌筑：毛石基础第一皮砖应座浆，并将大面朝下，最上面一皮宜选较大的毛石砌筑。毛石基础水平灰缝厚度不宜大于20mm-49- ，大石缝中，先填1/3—1/2的水泥砂浆，再用小石子、石片塞入其中，轻轻敲实。砌筑时，上下皮石间一定要用拉结石，把内外层石块拉接成整体，且拉结石长度应大于基础宽的2/3，在立面看时呈梅花形，上下左右错开。基础石墙长度超过设计规定时，应按设计要求设置变形缝，分段砌筑时，其砌筑高低差不得超过1.2m。毛石基础的转角处和交接处要同时砌筑，如不能同时砌筑，则应留成大踏步磋。当大放脚收台结束，需砌正墙时，该台阶面要用水泥砂浆和小石块大致找平，便于上面正墙的砌筑。基础石墙每砌3～4皮为一个分层高度，每个分层度高应找平一次；外露面的灰缝厚度不得大于40mm，两个分层高度间分层处的错缝不得小于80mm。（三）土方回填1.本工程土方回填为基槽3∶7灰土。2.回填土施工前，首先应进行土壤击实试验，根据回填土的最佳含水率及干容重，来确定回填用土的含水率控制范围及压实遍数。3.回填前应对基础进行验收，混凝土强度达到设计强度后方可进行。4．回填前应将填土部位的垃圾及杂物等清理干净。5．土质应优先选用原土，但回填前应检测土质内不得含有有机杂质，使用前应过筛，确保粒径不大于50mm。6．3∶7灰土应做到配比准确、拌和均匀、含水率适中。7．回填土施工时应分层铺摊，每层铺土厚度控制在250mm内。8．回填土采用蛙式打夯机夯实，每层至少夯实三遍，并做到一夯压半夯，夯夯相连，行行相连，纵横交叉，并加强对边缘部位的夯实。9．回填土每层夯实后，应按规范进行环刀取样，测出干土的质量密度，根据设计要求，干容重不得小于15.5KN/M3，取样合格率不得小于90%。10．回填土的质量控制：基槽取样每层按长度每30m取样一组，取样部位应在每层压实后的下半部。（四）地圈梁采用现浇钢筋混凝土。其宽度与墙体厚度相同，圈梁的高度为120mm,与砖的皮数尺寸相匹配，按构造配置钢筋。第二节主体结构工程（一）钢筋工程-49- 1．材料进场与标识进货验收：钢筋采用通过ISO9001体系认证的企业购货，产品的质量等级和技术标准必须符合现行国家标准，并符合图纸要求。产品必须附有经计量认证的质量检验机构专门出具的检验报告和合格证。钢筋进场时，应有二个标识（生产厂家、生产日期、钢号、炉罐号、钢筋级别、直径等标记）。2．检验存放（1）钢筋进场必须有出厂证明，进场后按同炉号、同批量、同规格、同等级60T为一组做复试，从中选择两根钢筋，每根取两个试样分别做拉力实验和冷弯实验。如有一项不符合要求，另取双倍数量的式样重做各项实验，如仍有一个式样不合格，则该批钢筋为不合格，不合格品严禁用在工程上。（2）钢筋进场后必须严格按分批同炉号、同规格、同等级等分别挂牌堆放，不得混放。（3）钢筋堆放时下垫垫木，离地不小于200mm，以防钢筋锈蚀和污染。3．钢筋加工该工程所用钢筋均在施工现场制作，现场设立钢筋加工棚，设立原材料及成品钢筋堆放场地，各种构件的钢筋在施工前均由工程技术人员按图纸要求作出下料表，经技术负责人审核后下发到工地，方可进行下料，各种成品钢筋必须严格做到按规格堆放整齐，并挂牌标识。（1）调直除锈：对于盘园钢筋，用调直机进行调直，同时也达到除锈的目的，对于粗钢筋，采用电动钢丝刷除锈。（2）钢筋切断：用机械式钢筋切断机，确保钢筋断面垂直，无马蹄或翘曲现象，以便于连接或焊接。（3）弯曲成型：此步是下料的重点，先画弯曲点位置线，再用机械成型，下料中因细致耐心，达到以下质量要求：a.钢筋加工的形状、尺寸必须符合设计要求；b.所用的钢筋表面应洁净、无损伤、无局部曲折。无油渍、漆污和铁锈等。c.调直钢筋时，采用Ⅰ级钢筋的冷拉率不宜大于4%，Ⅱ级钢筋的冷拉率不宜大于1%。d.Ⅰ-49- 级钢筋末端作180度弯钩，其弯曲直径不应小于钢筋直径的2.5倍，平直部分长度不宜小于钢筋直径的10倍，Ⅰ、Ⅱ级钢筋末端作90度或135度弯曲时，Ⅱ级钢筋的弯曲直径长度不宜小于钢筋直径的4倍。弯起钢筋中间部位弯折处的弯曲直径不应小于筋直径的5倍。e.箍筋末端应作弯钩，弯钩形式应符合设计要求。如设计无具体要求时，用Ⅰ级钢筋作箍筋，其弯钩弯曲直径应大于受力钢筋直径，且不小于箍筋直径的2.5倍；弯钩平直部分的长度，不应小于箍筋的10倍。箍筋两端作135度弯钩。f.各弯曲部位不得有裂纹。g.弯曲成型的钢筋中，受力钢筋顺长度方向全长净尺寸允许偏差为±10mm；弯起钢筋的弯折位置允许偏差为±20mm4.钢筋绑扎(1)构造柱钢筋绑扎：a.工艺流程：工前面的空格删；下同预制构造柱钢筋骨架→修整底层伸出的构造柱塔接筋→安装构造柱钢筋骨架→绑扎搭接部位箍筋。段首空两格，第一行箭头后的空格删掉b.预制构造柱钢筋骨架：工前面的空格删；下同一直到e先将两根竖向受力钢筋平放在绑扎架上，并在钢筋上画出箍筋间距。根据画线位置，将箍筋套在受力筋上逐个绑扎，要预留出搭接部位的长度。为防止骨架变形，宜采用反十字扣或套扣绑扎。箍筋应与受力钢筋保持垂直；箍筋弯钩叠合处，应沿受力钢筋方向错开放置。穿另外二根受力钢筋，并与箍筋绑扎牢固，箍筋端头平直长度不小于10d（d为箍筋直径），弯钩角度不小于135°。在柱顶、柱脚与圈梁钢筋交接的部位，应按设计要求加密柱的箍筋，加密范围一般在圈梁上、下均不应小于六分之一层高或45cm，箍筋间距不宜大于10cm（柱脚加密区箍筋待柱骨架立起搭接后再绑扎）。c．修整底层伸出的构造柱搭接筋：根据已放好的构造柱位置线，检查搭接筋位置及搭接长度是否符合设计和规范的要求。底层构造柱竖筋与基础圈梁锚固；无基础圈梁时，埋设在柱根部混凝土座内，d．安装构造柱钢筋骨架：先在搭接处钢筋上套上箍筋，然后再将预制构造柱钢筋骨架立起来，对正伸出的搭接筋，搭接倍数不低于35d，对好标高线，在竖筋搭接部位各绑3个扣。骨架调整后，可绑根部加密区箍筋。-49- e.绑扎搭接部位钢筋：构造柱钢筋必须与各层纵横墙的圈梁钢筋绑扎连接，形成一个封闭框架。在砌砖墙大马牙槎时，沿墙高每50cm埋设两根φ6水平拉结筋，与构造柱钢筋绑扎连接。当构造柱设置在无横墙的外墙处时，构造柱钢筋与现浇或预制横梁梁端连接绑扎构造，要符合《多层砖混设置钢筋混凝土构造柱抗震设计与施工规范》（JGJ132）第3.2.5条的规定。砌完砖墙后，应对构造柱钢筋进行修整，以保证钢筋位置及间距准确。(2)圈梁钢筋的绑扎：空格a.工艺流程：画钢筋位置线→放箍筋→穿圈梁受力筋→绑扎箍筋空格删b.支完圈梁模板并做完预检，即可绑扎圈梁钢筋，如果采用预制骨架时，可将骨架按编号吊装就位进行组装。如在模内绑扎时，按设计图纸要求间距，在模板侧帮画箍筋位置线。放箍筋后穿受力钢筋。箍筋搭接处应沿受力钢筋互相错开。c.圈梁与构造柱钢筋交叉处，圈梁钢筋宜放在构造柱受力钢筋内侧。圈梁钢筋在构造柱部位搭接时，其搭接倍数或锚入柱内长度要符合设计要求。d.圈梁钢筋的搭接长度要符合《混凝土结构工程施工及验收规范》（GB50204）对钢筋搭接的有关要求。e.圈梁钢筋应互相交圈，在内墙交接处、墙大角转角处的锚固长度，均要符合设计要求。f.楼梯间、附墙烟囱、垃圾道及洞口等部位的圈梁钢筋被切断时，应搭接补强，构造方法应符合设计要求，标高不同的高低圈梁钢筋，应按设计要求搭接或连接。(3)板钢筋绑扎：板钢筋绑扎前首先要清理模板上的杂物，并用粉笔在模板上划好主筋、分布筋间距。然后按划好的间距先摆放受力主筋后放分布筋，板上下筋之间放钢筋马镫，以确保上部钢筋位置。预埋件、电线管、预留孔等及时配合安装。钢筋的绑扎接头不宜位于构件最大弯矩处，绑扎接头的搭接长度应符合规范要求，绑扎接头位置应相互错开，在受力钢筋直径30倍区段范围内（不小于500mm）有绑扎接头的受力钢筋截面面积占受力钢筋总面积的百分比，受拉区不得超过25％，受压区不得超过50％,钢筋保护中间多个空格层厚度符合设计及施工规范的要求，施工中应在钢筋下部或侧面设置砼垫块或水泥砂浆垫块来保证，现浇板当钢筋遇到直径小于300mm-49- 的洞口时，板的钢筋绕过洞口，不能截断。(4)楼梯钢筋绑扎：楼梯钢筋绑扎在楼梯底模上确定主筋和分布筋位置，按图放主筋和分布筋绑扎时先绑主筋，后绑分布筋，每个交点均绑扎，板底筋绑完后，应按规定垫好保护层垫块，主筋接头数量和位置要符合设计和规范要求。5.钢筋安装质量检查：空格(1)根据设计图纸检查钢号、直径、根数、间距等是否正确，特别是要注意检查负筋位置；项次项目允许偏（mm）检查方法１、网的长度、宽度±10尺量检查２、箍筋、构造筋间距±20尺量连续三档取其最大值３、绑扎网眼尺寸４、骨梁宽度、高度±５尺量检查５、骨梁长度±10６、受力主筋间距±10量两端半中间各一点取最大值排距±５７、钢筋弯起点20尺量检查８、受力筋保护层基础±１０梁±５墙板±３９、焊接预埋件中心位置５平整度３(2)检查钢筋接头的位置及搭接长度是否符合规定；(3)检查混凝土保护层是否符合要求；(4)检查钢筋绑扎是否符合要求；(5)钢筋表面是否有油渍、漆污和颗粒状（片状）铁锈；(6)安装钢筋时的允许偏差，不得大于下表规定:空行删钢筋工程属于隐蔽工程，在浇筑混凝土前应对钢筋及预埋件进行验收，并做好隐检工程记录。(二)模板工程-49- 模板均以多层复合板模板为主，辅以部分钢模。支模前要刷隔离剂，梁底及柱模部分现浇模板一定要安装牢固，为了不使构造柱外侧12墙浇筑砼时外涨，支构造柱的同时也应对12墙墙外侧采用临时支撑加固，构造柱下部要留清扫孔。模板拆除时，要经过施工员同意后方可拆除，施工班组不得自行拆除。悬挑结构模板待主体施工完毕后再拆除，防止上面掉落杂物砸坏。1．施工工序：施工准备→模板的选择→拼装→支撑柱、梁、板模板→安装→校核→浇砼→拆模→清理→再周转使用2．准备工作由木工工长按设计要求，对各分部制定配模及支撑方案，按照方案确定几何形状、尺寸、规格、数量、间距，不得任意加大，防止产生结构变形。并提前提供《材料需用量计划表》按施工进度要求确定模板、材料进场时间，因施工现场比较狭小，材料随进随用，尽量减少堆放场地3．模板的支设为保证施工质量，模板的施工实行样板引路，经三方认可后再进行大面积施工。（1）模板支设严格按模板配置图支设，安装前先弹出模板就位线，为防止模板下口跑浆，在模板下口用海绵条或直径为2cm左右的橡胶管封严。（2）安装模板前板面必须清理干净并刷好隔离剂。水电预埋箱盒、预埋件、门窗洞口预埋完毕，保护层厚度满足要求，并办理完隐检手续。（3）顶板模板顶板模板采用多层复合镜面板，支撑采用硬架钢管综合脚手架，站杆按照1000～1200等间距设置，设三道水平拉杆。模板支设时，按开间深选定养护支撑位置，养护支撑间距不大于2.4m且保证支撑位置为小块模板，以不防碍拆除，留其不动，砼强度达到设计强度的75%时，可拆除分板模和顶撑，只留养护支撑不动。砼的强度以同条件养护试块的抗压强度为依据，养护支撑在砼达到设计强度后拆除。（4）楼梯间模板楼梯间模板采用木模板，模板支设必须满足行人通行。（5）楼梯间平台模板-49- 楼梯间平台模板也采用多层板，主次龙骨同板模，支撑上下层在同一垂直线上，和板模一样采用早拆养护支撑体系。4.模板拆除(1)板模拆除，砼达到设计强度75%后即可拆除，保留养护支撑不动。砼达到设计强度后拆除养护支撑。(2)挑沿模板拆模时，侧模拆除时间同梁模，底模拆除时间同板模，养护支撑在砼达到设计强度后拆除。(3)及时进行板面清理，涂刷隔离剂，防止粘连灰浆。(4)现浇板上层有施工荷载时，本层模板未达到设计强度不得将模板全部拆除，必须保留跨中1/3范围内模板及支撑。6.模板堆放模板堆放时向后倾斜了70度～80度，且不得堆放在施工层上，如急于堆放。选择有可靠支撑的地方。堆放场地要平整并硬化，且要两块模两两面对面放置。7.质量标准模板必须有足够的强度、刚度和稳定性，且不发生不允许的下沉与变形，接缝严密不得漏浆。行距和别的段落调整一致(三)混凝土工程1.施工工序：制作模板→安装模板→安装钢筋骨架→拌制砼→浇捣砼→养护砼→拆模→模板修。2.混凝土拌制（1）原材料及外加剂选用水泥选用复合硅酸盐水泥，到现场后进行复试，合格后才能使用。砂选用中粗砂，含泥量<３％，不允许使用细砂。卵（碎）石根据砼性能，选用粒径0.5～25mm，含泥量<１％卵（碎）石。外加剂：选用市建委认可的产品，在不增加拌合物用水量的条件以下增加砼的坍落角，增加流动性，从而获得良好的可泵性。以上材料及时送有关实验室检验，合格后方可用于工程。（2）计量：a．根据试验完给出的配合比，保证车车过磅，配料准确。-49- b．使用袋装水泥时，必须经常抽样检查其重量误差是否在１％范围内，并做好记录。c．砼搅拌站计量工作由专人负责。d．外加剂应预先计量袋装后备用。e．计量允许误差：水泥、水、外加剂允许称量误差为±2％，砂、石子的称量允许误差为±3％。f．配合比：配合比由实验统一下达，施工时严格按配合比搅拌混凝土，砂、石含水率发生变化后需及时测定，并及时调整施工配合比。细料堆放：水泥与外加剂应按同品种、同规格分仓堆放，要有明显的标记，堆放时应备墙50mm以上，地坪高出室外地坪30mm左右，地坪上满铺防潮材料，防止雨水浸入库内。这段的行距（3）拌制a．水泥、外加剂的投料要设专人负责，交接班时一定要交代清楚。b．搅拌时间，砼的搅拌时间不少于90S，宜控制在120S。c．严格控制加水量，砼坍落度控制在160～180mm.3.混凝土浇筑（1）浇筑前的准备工作：模板内的杂物和钢筋上的油污等清理干净，模板缝隙和孔洞应予堵严，模板及其支架、钢筋、预埋件和管线等必须经过检查，做好予检、隐检记录，符合设计后方可浇筑砼。（2）结构工程混凝土施工缝的设置：梁、板设置在梁、板跨1/3范围内，楼梯施工缝应设在楼段1/3范围内。（3）施工缝处理：-49- 在施工缝处继续浇筑砼时，应把已硬化砼表面的水泥薄膜和松动石子以及软弱砼层清除干净并加以充分湿润和冲洗干净且不得积水，在浇筑砼前宜先在施工缝处铺设一层与砼内配比成分相同的约50mm厚水泥砂浆，然后浇筑砼。（4）砼浇筑方法：使用插入式振捣器应快插慢拨，插点要均匀排列逐点移动，顺序进行不得遗漏，振捣延续时间作到均匀振实（表面呈现浮浆不在下沉）移动间距不大于振捣棒作用半径的1.5倍，振捣上一层时应插入下层5cm，消除两层间的接缝，砼浇筑振捣完毕若砼表面上浮5公分以内的浮浆，应加干净的与砼内同级配的石子，人工拍实，若浮浆过多应清除。a.梁板混凝土的浇筑:梁板混凝土要同时浇筑，浇筑时要从一端开始用“赶浆法”即先浇筑梁，根据梁高分层浇筑成阶梯形，当达到板底位置时再与板的混凝土一起浇筑，随着阶形不断延伸，梁板混凝土浇筑连续向前进行。浇筑板的混凝土时，混凝土的虚铺厚度要略大于板厚，用平板振捣器都和第7页的行距弄成一致，那一页的都是1.5倍行距垂直浇筑方向来回振捣，厚板可用插入式振捣器顺浇筑方向拖拉振捣，并用铁插尺检查混凝土厚度，振捣完毕用长木抹子抹平。b.楼梯混凝土浇筑：楼梯段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筑，不断连续向上推进，并随时用木抹子将踏步上表面抹平。(5)拆模养护：模板的拆除需按有关规定进行，拆模后，立面结构涂刷薄膜养生液养护，平面结构则需在混凝土浇筑完毕后12小时以内进行覆盖和浇水养护，并保持湿润状态不得少于7昼夜。-49- 浇水次数以能够保证砼具有足够的湿度为宜，养护初期，水泥水化作用较快，需水量较多，浇水次数要多，气温高时应增加浇水次数。养护水的水质同拌制混凝土的水相同，均为饮用水。(6)混凝土拆模：不承重的侧模，在砼强度能够保证其表面及棱角不因拆除模板而受损坏时即可拆除，承重模板跨度≥8m的梁板应在砼强度达到设计强度的100％跨度＜8m的梁板应在砼强度达到设计强度的75%以上方可拆除。浇筑的砼强度达到1.2N／m２时，方可在其上往来人员和进行下一道工序。现浇板上层有施工荷载时，本层模板未达到设计强度不得将模板全部拆除，必须保留跨中1/3范围内模板及支撑。(7)砼质量的检查：a.砼在搅拌和浇筑过程中的检查：其内容包括：A.砼组成材料的质量和用量每一工作班检查不得少于2次；B．在一个工作班内，如砼配合比由于外界影响而有变动时，应及时检查，调整施工配合比；C．砼搅拌时间应随时检查；D．检查砼的拌制地点及浇筑地点的坍落度每一工作班至少两次。b.砼强度的检查：为了检查砼是否达到设计强度的要求等级或砼是否达到拆模时间的规定的强度，应制作砼同条件试块，作抗压强度的试验。(四)砌筑工程空行都删1.材料工程：-49- 砌体结构主要由砖和砂浆组成。（1）砖：全部上采用粘土空心砖，施工时要严格按照《建筑抗震设计与施工规程》的要求施工。砖使用前必须达到以下要求：砖必须做标号检验、耐久性、外观检查，几何尺寸要符合规范规定，砌筑前应该提前浇水湿润，含水率为10─15%。（2）砂浆准备工作：砌筑由水泥砂浆和混合砂浆两类组成。砂浆各项性能指标须满足以下要求：流动性、保水性、强度、粘接力、变形。（3）脚手架：砖墙砌筑时采用搭设内脚手架。2．砌筑工序砖墙砌筑的一般顺序是抄平→放线→摆砖→立皮杆数→盘角→挂线→砌筑→勾缝→清理.句号3．砌筑的质量要求：在施工过程中，选择有丰富施工经验的人员，保证砌体具有良好的整体性、稳定性、受力性能。施工把好原材料关、工艺水平关。质量达到：灰缝横平坚直、砂浆饱满、薄厚均匀。砌块上下错缝、内外搭接。接搓牢固。4．施工方法砌砖采用一顺一丁的组砌方法，砌筑前在弹好线的墙基上或楼板上，首先摆砖撂地以调整砖竖缝的大小保证砌筑时竖缝均匀一致，第一皮砖两山墙排丁砖，前后墙排条砖，砌砖前必须提前1天浇水湿润，干砖不得上墙，砌筑砂浆必须随砌随用，严禁使用隔夜砂浆。砌体施工时双面挂线，砂浆一定要饱满，灰缝要均匀一致平整通顺，灰缝厚度为8－12mm，根据楼层标高以皮数杆控制，灰浆饱满度保证85%以上。砖砌体转角和交接处应同时砌筑，对临时间断处应砌成斜槎，砌体相邻工作段的高度差，不得超过一个楼层高度，工作段位置宜留设在门窗洞口处。墙体与构造柱相接处沿墙高每500mm设二根Ф6拉接筋，且每边入墙长度不少于１米，构造柱与墙体交接处砖墙必须设马牙槎“五进五出”先退后进退台不少于50mm。底层及顶层外纵墙窗台处，从窗洞口下第一皮砖下算起，共计三皮，每皮砖下水平灰缝内通长设3Ф6钢筋。顶层挑梁末端下墙体第一皮砖算起共计三皮，每皮砖下的水平灰缝内通长设2Ф6钢筋，且钢筋应自挑梁末端伸入两边墙体不小于1米-49- 。顶层楼梯间的横墙和外墙每隔500mm设2Ф6通长钢筋。5.砌筑高度：当出现相邻建筑物高度不同时，施工顺序为先高后低，当分段施工时相邻施工段、高差要小于一层楼或小于4m，同时，为了减少灰缝变形引起砌体沉降，每日砌筑高度不宜越过1.8m。第三节脚手架工程脚手架的搭设必须符合规范要求，保证作业人员的安全。脚手架搭设完后，必须组织有关部门和人员进行检查验收，合格后方可使用。1．扣件脚手架的搭设要求：（1）用扣件、钢管搭设的脚手架，是施工临时结构，它要承受施工过程中的各种垂直和水平荷载。因此，必须有足够的承载能力、刚度和稳定性。（2）在大横杆与立杆的交点处，必须设置小横杆并与大横杆卡牢。整个架子要设备必要的支撑点与连墙点，以保证脚手架成为一个稳固的结构。（3）外脚手架的搭设：沿建筑物周围连续封闭，如因条件限制不能封闭时，应设置必要的横向支撑，端部设置连墙点。2．脚手架支撑的设置脚手架纵向支撑在脚手架的外侧，沿高度方向由下而上连续设施。纵向支撑宽度宜为3─5个立杆纵距，斜杆与地面夹角度为45──范围。纵向只撑应用旋呈件与立杆和横向水平杆扣牢，连接点与脚手架节点不大于200mm；纵向钢筋支撑的接长，宜采用对接扣件对接连接，当采用搭接时，搭接长度不小于400mm，并用两只十字扣件扣牢。为便于施工操作层处的横向支撑可临时拆除，待施工转入另一施工层再设置。脚手架的横向支撑不宜随意拆除。3．钢管脚手架的拆除拆除脚手架必须有拆除方案，并认真对操作人员进行安全技术交底，拆除时应设置警戒区，设立明显标志，并有专人警戒。拆除顺序：自上而下进行，不能上下同时作业。连墙壁点必须脚手架同时拆除，不允许分段分立面拆除。拆除下得扣件和配件应及时运至地面，严禁高空抛投。4．脚手架的安全设施-49- （1）安全网是建筑施工安全防护的重要设施之一，按悬挂方式分为垂直与水平设置两种。（2）垂直设施安全网于脚手架的外侧，一般用密封安全网，四周满挂围护，安全网封闭严密，与脚手架固定牢固。由建筑物的二层起，设水平安全网，往上每隔一层设置一道。第四节屋面工程（一）屋面保温：1.工艺流程：基层清理→弹线找坡→管根固定→隔气层施工→保温层铺设→抹找平层2.施工机具：搅拌机、平板振捣器、平锹、木刮杠、水平尺、手推车、木拍子、木抹子等。3.做法：（1）基层清理：预制或现浇混凝土结构层表面，应将杂物、灰尘清理干净。 （2）弹线找坡：按设计坡度及流水方向，找出屋面坡度走向，确定保温层的厚度范围。    （3）管根固定：穿结构的管根在保温层施工前，应用细石混凝土塞堵密（4）隔气层施工：2～4道工序完成后，按设计做二道马蹄脂隔气层，涂刷均匀无漏刷（5）用沥青胶将100厚的聚苯板进行黏贴。（二）找平层结构结束时压实压光一次，施工时，每6m设分隔缝。经干燥后作防水层，保温后再找平一次4mm。（三）屋面防水1.工艺流程：基层清理→沥青配料熬制→喷刷冷底子油铺→铺贴卷材附加层→贴屋面第一层油毡→铺贴屋面第二层油毡→铺设保护层2．基层清理：空格删防水屋面施工前，将验收合格的基层表面的尘土、杂物清扫干净。3.沥青熬制配料：-49- （1）沥青熬制：先将沥青破成碎块，放入沥青锅中逐渐均匀加热，加热过程中随时搅拌，熔化后用笊篱（漏勺）及时捞清杂物，熬至脱水无泡沫时进行测温，建筑石油沥青熬制温度应不高于240℃，使用温度不低于190℃。（2）冷底子油配制：熬制的沥青装入容器内，冷却至110℃，缓慢注入汽油，随注入随搅拌，使其全部溶解为止，配合比（重量比）为汽油70%、石油沥青30%。（3）沥青玛帝脂配制：按照《屋面工程技术规范》附录A中的规定执行，沥青玛帝脂配合成分必须由试验室经试验确定配料，每班应检查玛帝脂耐热度和柔韧性。4.喷刷冷底子油：沥青油毡卷材防水屋面在粘贴卷材前，应将基层表面清理干净，喷刷冷底子油，大面喷刷前，应将边角、管根、雨水口等处先喷刷一遍，然后大面积喷第一遍，待第一遍涂刷冷底油干燥后，再喷刷第二遍，要求喷刷均匀无漏底，干燥后方可铺粘卷材。5.铺贴卷材附加层：沥青油毡卷材屋面，在女儿墙、檐沟墙、天窗壁、变形缝、烟囱根、管道根与屋面的交接处及檐口、天沟、斜沟、雨水口、屋脊等部位，按设计要求先做卷材附加层。6.铺贴屋面第一层油毡：（1）铺贴油毡的方向：因本工程采用水泥粉煤灰页岩陶粒找2%的坡，屋面坡度小于3%，采用平行于屋脊的铺贴方式。（2）铺贴油毡的顺序：铺贴应从最低标高处开始往高标高的方向滚铺，浇油应滑油毡滚动的横向成蛇形操作，铺贴操作人员用两手紧压油毡卷向前滚压铺设，应用力均匀，以将浇油挤出、粘实、不存空气为度，并将挤出沿边油刮去以平为度；粘结材料厚度直为1～1.5mm。冷马蹄脂厚度直为0.5～1mm。（3）铺贴各层油毡搭接宽度：长边不小于70mm，短边不小于100mm。若第一层油毡采用花、条空铺方法，其搭接长边不小于100mm，短边不小于150mm。7.铺贴屋面第二层油毡：油毡防水层若为五层做法，即两毡三油，做法同第一层。第一层与第二层油毡错开搭接缝不小于250mm-49- 。搭接缝用蚂帝脂封严；设计无板块保护层的屋面，应在涂刷最后一道玛帝脂时（厚度直为2～3mm）随涂随将豆石保护层撒在上面，注意均匀与粘结。8.落水口做法：落水口连接的各层卷材应牢固地粘贴在杯口上，压接宽度不小于100mm。落水口周围500mm范围，泛水不小于5%；基层与落水口杯接触处应留20mm宽、20mm深凹槽，用马蹄脂嵌填密实。9.伸出屋面管道根部做法：根部周围做成圆锥台，管道.与找平层相接处留凹槽，嵌密封材料，防水层收头处用钢丝箍紧，并嵌密封材料。第五节装饰工程（一）外装修1.工艺流程：基面检查、修整→第一遍腻子施工→基面养护48小时→第二遍腻子施工→基面养护48小时→ 底漆施工→第一遍面漆施工→第二遍面漆施工。箭头前后空格2.基层处理(1)在施工前，将由监工、质检员、技术总监检查基层是否平整、光滑、坚固、无孔洞、脱皮、起壳、粉化等现象，并将验收意见书面汇总给业主方或总包方，由业主方（总包方）向施工方提供书面意见说明（附件1）。(2)施工前基层表面无灰、浮灰、油污、附着物。(3)对于墙面施工洞、脚手架拉结口必须用快干水泥砂浆或墙体修补砂浆进行清理修补。由于新抹砂浆湿度、碱度较高，对涂膜质量有影响，因此这些修补的砂浆达到养护要求，经过测湿仪等测量，基层含水率低于8%后，PH值在10以下，才能施工。其他地方抹灰后亦必须等到PH值小于10，基层含水率＜8%时，才能开始涂刷。 (4)对于穿墙构件，四周必须的防锈、防水处理。 (5)基底表面应平整、纹理质感均匀一致，否则由于光影作用，会造成深浅不一的错觉，影响装饰效果。 -49- 3.施工步骤 (1)局部修补：对于窗台和粉光面部位的细小孔洞和缺损，用外墙腻子修补并打磨。 (2)刮涂外墙专用腻子：采用一遍找平腻子两遍细腻子进行配套对墙体大面满刮找平，刮涂每遍腻子前先用清水湿润墙体（目的：增强腻子层之间附着力及强度，因为水泥系腻子需要吸收足够的水分才可达到硬化）。最后一道腻子干燥后用砂纸进行打磨，打磨符合要求后，用清水对腻子层进行浇水养护，待干二至三天，达到腻子要求强度即可。（注：外墙腻子如果太厚容易造成开裂现象，所以腻子的总厚度不宜超过二毫米，如超过二毫米的缺损，请土方修补。） (3)辊涂底漆：用HD28高封固水性抗碱底漆稀释配比，并充分搅拌均匀，均匀辊涂一遍于墙体。要求涂膜均匀、无漏涂等。涂膜待干燥4小时，经检验合格后即可进行下道工序。 (4)辊涂H67面漆：在刷一道面漆以前，检查整个施工面，确定无漏刷底漆，确定无污染源，确定对容易被污染的物品已采取保护措施后，方可施工第一道面漆（无需稀释）。第一道面漆完成后、颜色及光泽均匀一致，辊痕纹理分布均匀、方向一致、避免重叠，不能有流挂、起皮、疙瘩等现象。 (5) 成品保护：在第二道H67柔性厚质外墙面漆涂刷完工后，对施工时污染的部位清理，并对以完工的部位进行成品保护，如发现被污染的情况后，立刻联系相关单位协调解决（二）楼地面装修1你其他的标题都是顶格的1.材料要求 (1）地砖：应为检验合格的产品，符合设计要求的规格、品种及花色。外观颜色一致、表面平整，图案花纹正确，边角整齐，无翘曲、裂纹等缺陷； (2）水泥：当地合格的普通硅酸盐水泥、矿渣硅酸盐水泥或硅酸盐水泥。施工中，禁止混用不同品种、不同标号的水泥； (3）砂：当地中砂或粗砂，用时过筛，含泥量不大于3%； 4）、主要材料需具备出厂合格证及材料质量证明，进场检验合格。 2.施工机具 -49- 砂浆搅拌机、石材切割机、铁铣、灰桶、筛网、钢卷尺、水平管、水平尺、水平仪、直角尺、墨斗、墨斗线（小线）、木抹子、铁抹子、橡皮锤或木锤、靠尺及常用楼地面施工工具。 3.工艺流程 清理基层—→弹线—→铺砖—→拨缝、修整—→勾缝、擦缝—→养护。4.施工要点 (1）基层处理：将地面上残余污垢、灰尘等清理干净，凸出基层表面的灰渣等粘结杂物要铲平，然后用水冲洗干净； (2）弹线：在四边墙脚及独立柱面弹出完成面标高＋50厘米上水平线（根据不同部位，已完成面不需弹+50cm水平线，可用水平仪器直接找面层标高线）。根据墙上的+50cm水平标高线，往下量测出面层标高，并弹在墙上及独立柱面上。根据设计图纸（地面铺装图）的排版和地砖板块规格尺寸及已确定的砖数和缝宽，在地面上弹纵、横控制线。公共区域在缝宽20mm及10mm处弹控制线，其它部位每隔4块砖弹一根控制线； (3)铺砖：为了找好位置和标高，在面积较大的公共部位，应根据墙柱面上的完成面标高线拉横竖水平标高线，再根据地面的分格控制线先横纵分别各铺设1行砖，然后再分块进行铺设。对于其它面积较小的房间，应从门口开始，纵向先铺2-3行砖，以此为标筋拉纵横水平标高线，铺时应从里向外退着操作，人不得踏在刚铺好的砖面上，每块砖应跟线，操作程序是： a．铺贴前将砖板块放入泡料桶中浸水湿润，晾干至表面无明水时，方可使用； b．在找平层上洒水湿润，均匀涂刷素水泥浆（内掺建筑胶），涂刷面积不要过大，随铺随刷，铺多少刷多少； c．铺结合层水泥砂浆，结合层采用1：3干硬性水泥砂浆，干硬程度以手捏成团不松散为宜。砂浆根据铺砖先后顺序进行摊铺，铺好后用大杠刮平，再用抹子拍实找平。干硬性砂浆应随拌随用，初凝前用完，防止影响粘结质量； d．铺砖时砖的背面朝上，抹10mm～15mm厚水泥细砂浆，铺贴到已拍实找平的结合层上，砖上楞略高出水平标高线，找正、找直、找方后，砖上面垫木板，用橡皮锤拍实，做到面砖砂浆饱满、相接紧密、坚实，与地漏相接处，用切割机或角磨机将砖加工成与地漏相吻合。铺地砖时最好一次铺一间，大厅等公共区域大面积施工时，应采取分段、分格、分部位铺砌； -49- e．公共区域铺贴至分格缝时，接缝处的粘结砂浆不能形成整体，以免影响到变形缝的作用，可用10mm泡沫聚苯板进行临时分格填塞，待地砖完全凝结后勾填缝前再将缝内清理干净。 （4）拨缝、修整：铺完2至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，将缝拨直，并用橡皮锤拍实。此项工作应在结合层凝结之前完成； （5）勾缝、擦缝：面层铺贴应在24h内进行擦缝、勾缝工作，并应采用同品种、同标号、同颜色的水泥或专用勾缝剂。分格缝采用黑色玻璃耐候胶进行勾缝； a．勾缝：用1:1水泥细砂浆或专用嵌缝剂勾缝，缝内深度宜为砖厚的1/3，要求缝内砂浆或专用嵌缝剂密实、平整、光滑。随勾随将剩余水泥砂浆或专用嵌缝剂清走、擦净； b．擦缝：如设计要求不留缝隙或缝隙很小时，则要求接缝平直，在铺实修整好的砖面层上用浆壶往缝内浇水泥浆，然后用干水泥撒在缝上，再用绵纱团擦揉，将缝隙擦满。最后将面层上的水泥浆擦干净； c．勾分格缝：将缝内杂物清理干净后填塞泡沫棒，留出4mm-6mm深的缝槽，在缝两边瓷砖上粘贴纸胶带进行找直和保护后，用注胶枪将玻璃胶均匀的注入缝内，用专用刮板将多余的玻璃胶挤刮掉，在玻璃胶凝结前将纸胶带撕丢，完成后的胶缝要求密实、光滑、顺直； （6)养护：铺完砖24h后，洒水养护，时间不应少于7d。5．质量标准 （1）主控项目 a．地砖板块的品种、质量必须符合设计的要求； b．面层与基层的结合必须牢固，无空鼓；基层必须彻底清理干净。（2）一般项目 a．地砖板块面层的表面洁净、图案清晰、色泽一致，接缝均匀，周边顺直，板块无裂纹、掉角和缺楞等缺陷； b．面层临接处的镶边用料及尺寸应符合设计要求，边角整齐、光滑； c、楼梯踏步和台阶板块的缝隙宽度应一致、齿角整齐；楼层梯段相邻踏步高度差不应大于10mm；防滑条要顺直； c．-49- 楼梯踏步和台阶板块的缝隙宽度应一致、齿角整齐；楼层梯段相邻踏步高度差不应大于10mm；防滑条要顺直；d．面层表面的坡度应符合设计要求，不倒泛水、无积水；与地漏、管道结合处应严密劳固，无渗漏。 e．铺贴前，对砖要进行预先挑选，对于薄厚相差较大的砖，分别摆放，镶贴在不同的部位，并严格按水平标高线进行控制，避免高低差。 6.成品保护 （1）在铺贴板块操作过程中，对已安装好的门框、管道都要加以保护，如门框钉保护木板，运灰车采用窄车等； （2）切割地砖时，不得在刚铺砌好的砖面层上操作； （3）当铺砌砂浆抗压强度达1.2Mpa时，方可上人进行操作，但必须注意对面层进行覆盖保护。 7．注意事项 （1）板块空鼓：基层清理不干净、洒水湿润不均、砖未浸水、水泥浆结合层刷的面积过大风干后起隔离作用、上人过早影响粘结层强度等因素，都是导致空鼓的原因； （2）板块表面不洁净：主要是做完面层之后，成品保护不够，油漆桶放在地砖上、在地砖上拌合砂浆、刷浆时不覆盖等，都造成面层被污染 （3）有地漏的房间倒坡：做找平层砂浆时，没有按设计要求的泛水坡度进行弹线找坡。因此必须在找标高、弹线时找好坡度，抹灰饼和标筋时，抹出泛水； （4）地面铺贴不平，出现高低差：对地砖未进行预先选挑，砖的薄厚不一致造成高低差，或铺贴时未严格按水平标高线进行控制。（三）内装修1.工艺流程：墙面浇水→吊垂直抹灰饼→抹水泥踢脚或墙裙→做护角→抹水泥窗台→墙面充筋→抹砂子灰→抹罩面灰。2.墙面浇水：抹灰前一天，应用胶皮管自上而下的浇水湿润。3.一般抹灰质量要求：室内砖墙抹灰层的平均总厚度，不得大于下列规定：中级抹灰20mm。-49- 根据设计图纸要求的抹灰质量等级，按基层表面平整垂直情况，吊垂直、套方、找规矩，经检查后确定抹灰厚度，但最少不应小于7mm。墙面凹度较大时要分层衬平（石灰砂浆和水泥混合砂浆每层厚度宜为7～9mm），操作时先抹上灰饼再抹下灰饼；抹灰饼时要根据室内抹灰的要求（分清抹踢脚板还是水泥墙裙），以确定下灰饼的正确位置，用靠尺板找好垂直与平整。发饼宜用1∶3水泥砂浆抹成5cm见方形状。4.抹水泥踢脚板（或水泥墙裙）：用清水将墙面洇透，尘土、污物冲洗干净，根据已抹好的灰饼充筋（此筋应冲得宽一些，8～10cm为宜，因此筋即为抹踢脚或墙裙的依据，同时也是抹石灰砂浆墙面的依据），填档子，抹底灰一般采用1∶3水泥砂浆，抹好后用大杠刮平。木抹子搓毛，常温第二天便可抹面层砂浆。面层灰用1：2.5水泥砂浆压光。墙裙及踢脚抹好后，一般应凸出石灰墙面5～7mm，但也有的做法与石灰墙面一平或凹进石灰墙面的，应按设计要求施工（水泥砂浆墙裙同此作法）。5.做水泥护角：室内墙面的阳角、柱面的阳角和门窗洞口的阳角，应用1∶3水泥砂浆打底与所抹灰饼找平，待砂浆稍干后，再用107胶素水泥膏抹成小圆角；或用1∶2水泥细砂浆做明护角（比底灰高2mm，应与石灰罩面齐平），其高度不应低于2m，每侧宽度不小于5cm。门窗口护角做完后，应及时用清水刷洗门窗框上的水泥浆。6.抹水泥窗台板：先将窗台基层清理干净，松动的砖要重新砌筑好。砖缝划深，用水浇透，然后用1∶2∶3豆石混凝土铺实，厚度大于2.5cm。次日，刷掺水重10%107胶素水泥浆一道，紧跟抹1∶2.5水泥砂浆面层，待面层颜色开始变白时，浇水养护2～3d。窗台板下口抹灰要平直，不得有毛刺。7.墙面冲筋：用与抹灰层相同砂浆冲筋，冲筋的根数应根据房间的宽度或高度决定，一般筋宽为5cm，可充横筋也可充立筋，根据施工操作习惯而定。8.抹底灰：-49- 一般情况下充完筋2h左右就可以抹底灰，抹灰时先薄薄地刮一层，接着分层装档、找平，再用大杠垂直、水平刮找一遍，用木抹子搓毛。然后全面检查底子灰是否平整，阴阳角是否方正，管道处灰是否抹齐，墙与顶交接是否光滑平整，并用托线板检查墙面的垂直与平整情况。散热器后边的墙面抹灰，应在散热器安装前进行，抹灰面接搓应平顺。抹灰后应及时将散落的砂浆清理干净。9.修抹预留孔洞、电气箱、槽、盒：当底灰抹平后，应即设专人把预留孔洞、电气箱、槽、盒周边5cm的石灰砂浆刮掉，改抹1∶1∶4水泥混合砂浆，把洞、箱、槽、盒周边抹光滑、平整。10.抹罩面灰：当底灰六七成干时，即可开始抹罩面灰（如底灰过干应浇水湿润）。罩面灰应二遍成活，厚度约2mm，最好两人同时操作，一人先薄薄刮一遍，另一人随即抹平。按先上后下顺序进行，再赶光压实，然后用铁抹子压一遍，最后用塑料抹子压光，随后用毛刷蘸水将罩面灰污染处清刷于净第六节安装工程（一）门窗工程１、塑钢窗：(1)工艺流程：弹线找规矩→门窗洞处理→连接件安装→窗框安装固定→窗扇安装→门窗口四周密封嵌缝→安装五金配件→安装纱窗密封条。(2)操作工艺：a.从顶层向下弹外窗口纵向边线，横向弹窗口水平位置线，对有偏差的窗口进行处理，确保纵横跟线。b.窗框安装在安装线后调整正侧面垂直、水平度和对角线尺寸合格后，用对拨楔子临时固定。c.窗框与墙体连接采用墙内安装膨胀螺栓与窗框连接件紧固的方法，连接件间距为380mm。该做法的特点是：塑钢窗与结构固定牢固，同时减小窗与墙体的缝隙，使固定件由受弯变为受剪，可大大增加塑钢窗体的风压抵抗能力。d.窗框与洞口墙体采用弹性连接，框四周缝隙内分层填入玻璃棉毡条，框边留5-8mm深的槽口，嵌填防水密封胶。e.密封条安装时要留自伸缩余量，要长出装配边长20-30mm，在转角处应斜面断开并用粘结剂粘牢。２、木门安装：-49- (1)工艺流程：弹线找规矩→门框安装→门扇安装。(2)操作工艺：a.根据＋50cm水平线弹出门框安装标高，使同一楼层内门框安装高度一致。b.木门框靠墙、靠地一面应刷防腐涂料，其他各面及活扇均应涂刷清油。c.木门框安装在地面工程施工前完成，安装时先将门框就位，用木楔将门框临时固定，调整正侧面垂直、水平度和对角线尺寸合格后，用电钻在门框内侧打φ8孔，一直打进混凝土墙6cm深，然后在门框处钻8mm深φ10孔，最后安装M6内膨胀螺栓固定，每边３点固定。d.门扇安装前检查门口尺寸、边角方正，合格后方可安装。e.根据门口尺寸对门扇进行修刨。修刨分两次进行：第一次修刨应使门窗能塞入门口；按门扇与口边缝合适尺寸画出二次修刨线；第二次修刨后即可安装合页。f.合页安装时门框和门扇要同时剔槽，并在剔槽时弹线，防止剔槽过大或过深，影响门的安装质量。(二)电气工程１．施工依据（1）根据设计提供的施工图纸。（2）根据国家和内蒙古有关电气规程规范做为电气工程技术施工依据和标准。（3）根据建筑专业提供的土建条件。２．施工范围：钢管暗敷设，开关盒、插座盒暗固定安装，管内穿线，配电箱安装开关、插座安装，灯具安装，电缆敷设，电缆桥架安装，供配电系统，照明系统，灯具安装，电视、电话系统，计算机网络配线系统，消防系统，防雷接地系统等。３．供配电系统：本工程供电负荷等级为三级，电源采用双路380/220V供电，由学校配电室引入公寓一层的配电室（实现双路互投自负）后沿竖井及走廊吊顶内桥架敷设，分别为各层设备、动力、照明系统供电。本工程电源电缆采用VV22-3×185+1×-49- 95电缆穿SC150的钢管穿墙引入（3路SC150的钢管作为本工程的穿墙套管，做法详见92DQ5图集5-4）一层配电室内的低压配电柜。由低压配电柜引至各层的配电箱，除ALE1、ALE4配线采用BV-5×6的铜线穿SC40的钢管沿吊顶内桥架暗敷设和AL1-8、AL2～7、AL8-1、AL1-5、AL2～7-5配线采用VV-4×25+1×16电缆穿SC40的钢管暗敷设外，其余均采用VV-4×50+1×25电缆穿SC50的钢管暗敷设。供配电干线采用电缆在竖井及走廊吊顶内沿桥架敷设，末端为钢管沿顶板、墙体暗敷设。插座支路采用BV-500V-3×2.5铜线穿钢管沿地面暗敷设，照明支路采用BV-500V-2×2.5铜线穿钢管沿顶板暗敷设，其余均按施工图纸注明规格、型号配线。另外，根据甲方要求，每室设电费计量，采用DDSY35C磁卡表，设于用户终端箱内。4.钢管暗敷设：（1）材料要求：钢管的壁厚均匀，焊缝均匀、无裂缝、砂眼、棱刺和凹扁现象。除镀锌钢管外，其它管材需预先除锈，管内刷防腐漆。镀锌管和刷过防锈漆的钢管外表完整无落、剥落现象，所有钢管应有产品合格证，并有供应商加盖的红章。护口有用于薄、厚管之区别，护口要完整无损。（2）管路敷设与连接：所有管路敷设应沿墙或沿顶板内暗敷设，管子的连接均采用套管连接，套管长度为连接管径的1.5∽3倍，连接管口的对口处应在套管的中心，焊口应焊接牢固严密，管路过长的应加装接线盒，在管进盒、箱应排列整齐，并与管径相吻合。管入盒要求一管一孔，开孔时不得开长孔，铁制盒、箱严禁用电焊、气焊开孔。如果用定型盒、箱，其敲落孔大而管径小时，用铁皮垫圈垫严或用砂浆加石膏补平齐，不得露洞。管口入盒、箱暗配管可用跨接地线焊接固定在盒棱边上，严禁管口与敲落孔焊接，管口露出盒、箱应小于5mm，露出锁紧螺母的丝扣为2∽4扣，两根以上管入盒、箱要长短一致，间距均匀，排列整齐。钢管暗敷设于钢筋网中，在钢筋绑扎完应及时敷于钢筋网中间，并使用绑扎线绑扎牢固。如遇有过梁的钢管时，应先予埋套管，避免切割钢模板，盒子要用锯沫或纸塞满。现浇混凝土板墙固定盒加支铁固定，踞外墙需小于30mm。钢管超过下列长度，应加接线盒，其便于穿线，无弯时30m，有弯时20m，有二个弯时15m，有三个弯时8m。-49- 钢管在吊顶内敷设：如在吊顶内敷设，采用丝扣连接，管箍两端必须采用卡扣式的跨接地线，并使用双色的PE线，其截面应小于相线的1/2。敷设在吊顶内的钢管采用镀锌钢管。在竖井内、吊顶内、及必须穿钢管明敷设的地段，钢管表面涂刷3道防火漆。在施工过程中特别注意板上接线盒应设在维修方便位置上，屋面电机回路的管路需要加接线盒，也要设在顶板下维修方便位置上。（3）暗配管敷设工艺流程：暗管敷设→预制加工、冷烧管、切管→测定盒箱位置→稳住盒箱→管路连接、管箍丝扣连接、焊接套管连接、管进盒箱→暗管敷设方式：随墙配管、大模板现浇混凝土墙配管、现浇混凝土楼板配管→地线连接、跨接地线、防腐处理。（4）安装要求：敷设与多尘和潮湿场所的电线管，管口连接处均应做密封处理，暗配管管路宜沿最近的路线敷设，应减少弯曲。埋入墙或混凝土的管子离表面的净距不应小于15mm，管口应高出设备基础面不小于50mm并加防水弯头，在穿过建筑物基础时应加保护管。水平或垂直敷设明配管允许偏差值:管路在2m以内时偏差为3mm，全长不应超过管子内径的1/2；明敷设管子应顺直，金属钢管埋入土层内，应刷沥清包缠玻璃丝布后，再刷沥清油或采用水泥砂浆全面保护。（5）质量标准：连接紧密，管口光滑，护口齐全，排列整齐，管子弯曲处无明先折皱，油漆防腐完整，暗配管保护层大于15mm。管子入盒、箱内露出的长度应小于5mm，用锁紧螺母固定的管口露出螺纹为2∽4扣。（6）成品保护：敷设管时不要踩坏钢筋，土建浇筑混凝土时，电工人员应留人看守，以免振捣时损坏配管及盒位移，如有损坏应及时修复。其它专业在施工中，注意不得碰坏电气配管，严禁私自改动电线管路及电气设备。暗配管路堵塞配管后应及时扫管检查，发现堵管及时修复处理，，配管后应及时加管堵把管口堵严实。５．管内穿线：（1）材料要求：-49- 本工程采用的导线，支线除图纸上注明的外，照明支线采用BV-2×2.5导线，插座支线采用BV-3×2.5导线。绝缘导线的规格、型号必须符合设计要求并有产品合格证。（2工艺流程：选择导线→穿带线→扫管→放线及断线→导线与带线的绑扎→带护口→导线接头→接头包扎→线路检查绝缘遥测。(3)穿线：穿线之前应先把带线穿入，目的是检查管路是否通畅，管路的走向及盒箱的位置是否符合设计及施工图的要求。导线根数较少时可将导线前端的绝缘层削去，然后将导线芯直接插入带线的盘圈内并折四压实，绑扎牢固，使绑扎处形成一个平滑的锥形过渡部位。导线根数较多时或导线截面较大时，可将导线前端的绝缘层削去，然后将线芯斜错排列在带线上，用绑扎线缠绕，绑扎牢固，使绑扎接头处形成一个平滑的锥形过渡部位，便于穿线。(4)质量标准：导线和规格、型号必须符合设计要求和国家标准的规定。照明线路的绝缘电阻值应不小于0.5MΩ，动力线路的绝缘电阻值不应小于1MΩ。接地（接零）线截面选用正确，连接牢固，严密包扎，绝缘良好，不伤线芯，导线在管内无接头。不同回路、不同电压和交流与直流的导线不得穿入同一管内。导线做电气连接时，必须削掉绝缘再连接，而后加焊。导线接头不能增加电阻值，不得降低绝缘强度。６.桥架安装：(1)材料要求：电缆桥架使用经过镀锌处理的定型产品，其规格、型号应符合设计要求。线槽内外应光滑平整，无棱刺，不应有扭曲翘边变形现象，并有产品合格证。(2)工艺流程：弹线定位→予留孔洞、予埋吊杆吊架、金属膨胀螺栓安装、予埋铁→螺栓固定、焊接固定支架与吊架→线槽安装→槽内敷设电缆→线路检查及遥测。(3)电缆桥架安装：安装方法为吊装，并使用吊杆固定在顶板上，固定电的间距均按规范要求一般不应大于1.5-2m。根据北京市建设工程质量监督总站037-49- 号文件规定使用镀锌电缆桥架可以不做跨接地线，搭接处应使用镀锌螺母、平垫、弹簧垫等、电缆桥架和线槽等金属构件根据设计要求应喷耐火涂料。具体安装方法参考92DQ5-图号5-58角钢吊架方式施工安装。７.开关、插座安装：(1)材料要求：所有开关、插座规格、型号必须符合设计要求并有产品合格证。(2)开关安装：所有开关为合格产品，扳把开关均采用暗装，走廊楼道灯开关采用声光控延时开关。开关安装高度距地面为1.4m，操作应灵活，节点接触可靠，同一场所的开关切断位置应一致，相线经开关控制，开关距门口为150-200mm。开关面板应端正，严密并与墙面平，开关位置与等位相对应，同一室内开关方向应一致，成排安装的开关高度应一致，高低差不应大于2mm。(3)插座安装：插座均采用安全型，距地0.3米安装，卫生间安装防水型插座，空调、热水器插座距顶0.3米安装。所有插座回路加装漏电开关，面对插座的右极接相线，左极接零线，单相三孔及三相四孔的接地或零线均应在上方。同一室内安装的插座高低差不应大于5mm，成排安装的插座高低差不应大于2mm，暗装的插座应有专用盒，盖板应端正严密并与墙面平。电源插座和弱点插座相距大于500mm。８.配电箱安装：(1)材料要求：根据设计要求，本工程采用的配电箱有照明、动力、应急照明电源等。所有配电箱均采用暗装。箱体应有一定得机械强度，周边平整无损伤，油漆无脱落。各种电气开关应安装牢固。配电箱门开启自由，导线排列整齐，导线压接牢固，并有两部和北京市供电部门生产许可合格证。（2）配电箱固定：根据设计要求，各配电箱的位置和预留孔洞尺寸先将箱体找好标高及水平尺寸，并将箱体固定好然后用水泥沙浆填实周边并抹平整，周边间隙对称，贴脸平整不歪斜，螺丝垂直受力均匀，其垂直度允许偏差为3mm。强电箱距地1.4M安装，弱电箱距地-49- 0.5M安装，用户终端箱距地1.8M安装。配电箱（柜）上的母线应涂有黄（A）绿（B）红（C）黑（N）黄绿（PE）。安装高度距地面1.4m。９．灯具安装：（1）材料要求；本工程采用的灯具主要有：荧光灯、吸顶灯、筒灯、壁灯、应急灯、标志灯等。所有灯具的型号、规格必须符合设计要求和国家标准的规定，灯内配线严禁外露，灯具配件齐全，无机械损伤、变形、油漆剥落、灯罩破裂、灯箱歪翘的现象，所有灯具应有产品合格证。（2）灯具安装：a.荧光灯的安装：本工程采用的荧光灯安装方式分为吸顶式安装和吊链式安装。吸顶式安装应用自攻螺丝将灯箱固定在龙骨上，然后将电源线压入灯箱内的端子板上，灯具安装应顺直，不应有缝。吊链式安装应根据灯具的安装高度将全部吊链编好，将导线依顺序编叉在吊链内，并引入灯箱，在灯箱的进线孔处应套上软塑料管，并且灯具应高低一致。b.安全出口标志灯与疏散指示灯安装：本工程采用的安全标志灯和疏散标志灯都采用嵌入式壁装，安全标志灯应装在门上方0.1m处，疏散指示灯安装在距地0.4m处，安装时应注意高度一致。应按灯具的外型选择合适的柜使其平正不歪斜。c.吸顶灯具的安装：吸顶式灯具的安装应用自攻螺丝将灯箱固定在龙骨上，然后将电源线压入灯箱内的端子板上，灯具安装应顺直，不应有缝。吊链式安装应根据灯具的安装高度将全部吊链编好，将导线依顺序编叉在吊链内，并引入灯箱，在灯箱的进线孔处应套上软塑料管，并且灯具应高低一致。安装时应根据预埋的螺栓和灯头盒的位置在灯具的托板上用电钻开好安装孔和出线口，用螺母将其拧紧，调整各个灯口并起装饰作用。d.壁灯安装：先根据灯具外型选择合适的木台或木板，把灯具摆放在上面。四周留出余量对称。开好出线孔、安装孔，灯头线从出线孔中甩出，在墙壁上的灯头盒内接头并包扎严密。然后用机螺丝或胀管将木台或木板固定，调整使其平正、不歪斜。最后将灯具固定，配好灯泡、灯伞或灯罩，安装距地为2.5m。-49- e.筒灯安装：筒灯安装方式为嵌入式安装，全部安装在吊顶上。安装注意预留孔的大小、尺寸一定要准确，间距平均，距离一致。走道内筒灯应在中间位置，安装时要注意吊顶内其它的热力管道，所有灯具安装一定要与土建专业密切配合。10.消防系统：本工程设消火栓系统，发生火灾时可通过按钮发出信号，传输到室外水泵房内的消防泵控制箱，启动消防泵。消火栓信号指示灯配线均采用BV-2×2.5铜线穿SC20的钢管暗敷设。事故照明配电箱为双路电源引入（由总配电室引入），采用自动互投，所有电气消防管路均为暗敷设，并且所有金属箱体、标志灯外壳、钢管均须可靠接地。总配电室引出线为VV-5×6穿SC40的钢管暗敷设，六、七层为BV-3×25穿SC15钢管暗敷设，消防信号引至室外水泵房采用KVV22-7×4电缆穿SC32的钢管埋地暗敷设。11.弱电系统：(1)电视配线系统：系统干线采用SYDV-75-9的电缆穿SC40的钢管由校园网引入一层的弱电设备间内的前端箱。支线采用SYV-75-7同轴电缆沿弱电桥架敷设，末端穿SC20的钢管沿吊顶、墙体暗敷设。分支线采用SYV-75-5同轴电缆穿SC20的钢管沿地面、墙体暗敷设。所有电视插座均距地0.5M安装。(2)电话配线系统：系统干线采用HYV-300×2×0.5的电缆由校园网穿SC150的钢管引入一层弱电设备间内的总线箱。干线采用HYV-50×2×0.5电缆穿SC50的钢管或HYV-30×2×0.5沿弱电桥架敷设，末端穿SC40的钢管沿吊顶、墙体暗敷设。支线采用RVB-2×0.5电线沿弱电桥架敷设，末端穿SC15的钢管沿吊顶、墙体暗敷设。所有电话插座距地0.5M安装。(3)计算机网络配线系统：系统干线采用PDR006CB3510-6芯多膜光钎穿钢管由校园网引入一层弱电设备间的光端盒和集线器。支线采用53014（CB-T）8芯超5类UPT电缆沿弱电桥架敷设，末端穿钢管沿吊顶、墙体暗敷设。所有用户插座距地0.5M安装。12.防雷接地系统：-49- 本工程为三级建筑防雷。在屋顶采用Æ8的镀锌圆钢做接闪器，屋面上任意一点距避雷带不大于20M。利用结构主筋焊接作为防雷引下线，间距不大于25M。另外，每三层利用圈梁主筋作均压环与防雷引下线可靠焊接，暗装断接卡子的做法详见92DQ图集13-29。屋顶避雷线引下做法详见92DQ图集13-12。屋顶防雷装置做法详见92DQ图集13-13。突出屋面的标志物及金属窗体均与避雷带连接。本工程配线采用TT方式，在入户处做一组接地线，引出保护线-40×4至低压配电室（出线采用三相五线制）做法详见92DQ图集13-42。基础圈梁做贯通焊接并与引下线可靠焊接。接地母线采用-40×4镀锌扁钢，接地极采用L50×50×5镀锌角钢，做法详见92DQ图集13-40。防雷接地、电源重复接地、弱电接地组成联合接地系统，接地电阻不大于1Ω。另外注意，接地线距建筑物出入口或人行道不足3M的，在接地线上敷50-80mm厚的沥青层。(三)暖卫工程1．施工方法：（1）安装前对各系统的所有管道和设备综合考虑，同时要熟悉与管道有关的土建、电气设备管线情况，做好施工前预想。（2）采用分系统与分区域施工相结合的方法，各系统按先地下后地上、先干管后支管、先大管后小管、先里后外的施工工序进行。（3）管道与部件尽量采用提前预制或工厂化加工，现场安装的方式。（4）根据土建施工情况凡具备施工条件的应及早插入。（5）为保证施工进度质量施工中各系统采取分段安装→试验→复验的方式。（6）严格执行样板制，做好样板工序，样板间、样板层。（7）设备吊装就位前须制定统一吊装方案，大型设备由专业起重人员吊运，并请厂家现场指导。2．基本操作方法：（1）丝接：采用丝扣连接的管道，丝扣螺纹应端正光滑、无毛刺，断丝缺扣不得超过螺纹全长的10%，螺纹松紧度适宜。具体要求详见图标GB7363-87。接口填料可选用铅油麻丝或聚四氟乙烯生料带，安装完成后，联接牢固，管螺纹根部外露丝扣2-3扣，无外露麻头，防腐良好。-49- （2）焊接：采用焊接的管道，可根据现场情况选择电、气焊。焊接后焊口平直度不超过壁厚的1/4，焊缝加强面不超过1mm。焊口表面无烧穿、裂纹、结瘤、夹渣和气孔等缺陷，焊皮均匀一致，检查合格后，焊缝防腐处理及时。具体要求见GB50236-98.（3）UPVC管粘接：UPVC管采用粘接，粘接前应根据管件实测承口深度在管端标出插入深度，然后根据标记依次在承口内侧和插口外侧迅速、均匀、适量刷涂粘接剂后，立即找正方向将管子插至标记处，并旋转90℃，粘接后将挤出的胶粘剂擦净，粘接后的管段，应静置至接口固化为止，接口应整洁，牢固、密封。具体要求见行标CJJ/T29-98。（4）散热器安装：散热器经试验合格后方可进行安装，安装位置、标高须符合验标规定，散热器固定卡及立、支管卡架需提前预栽。具体做法详见91SB1，待卡架稳固后进行安装。（5）用水器具安装：卫生器具的固定采用预埋镀锌固定件或膨胀螺栓的方式，面盆支架安装必须牢固，器具与支架接触紧密，支架与器具之间不得用垫灰，垫块方式固定标高。台盆支架应有二道横撑支撑台盆，支撑应靠近台盆。蹲便器与排水管接口须加环型腻子抹严抹光，冲水皮碗应使用喉箍卡严或14号铜丝缠绕二道，皮碗处不得用砂浆灌死。给水附件应采用平面扳手或自制板手安装，镀铬件安装垫橡胶板。５．施工技术措施：（1）采暖：工艺流程：安装准备→预制加工→卡架安装→干管安装→立管安装→支管安装→试压→冲洗→防腐→保温→散热器安装→调试。a.管道变径不得使用补芯，应采用异径管箍或摔大小头，管径相差15%以上抽条变径。b.所有垫料必须使用标准橡胶制品，垫外露不得超过2mm。c.管道对口焊缝或弯曲部位不得焊接支管，接口焊缝距起弯点不得小于100mm。接口焊缝距支、吊架边缘应不小于50mm。d.干、立管分支采用两个弯头连接，横长度300mm，坡度1%。e.采暖干管分支不得使用丁字直管段连接，应采用羊角形式分支。-49- f.管道弯头采用压制弯头的，弯头外径须与管道外径相同。g.固定支架应按要求制作，生根须牢固，并设止动板。(2)给水（消防）：工艺流程:安装准备→预制加工→干管安装→立管安装→支管安装→管道试压→管道防腐和保温→管道冲洗。a.立管须按要求设置卡架，卡架设置应美观不妨碍使用。b.镀锌层破损即使处理并加强保护，铜管应有保护措施，防止表面被硬物碰伤。c.洁具与支撑支架应接触紧密，不得用垫灰、垫块方法固定标高。d.所有洁具固定应使用镀锌件并用橡胶垫压紧。e.蹲便冲洗管1m处须设置单管卡固定牢固。f.给水附件安装时铜件须用带橡胶板的扳手或自制保护性的工具。g.管道支吊架应托架在靠近管道承口部位吊架圆钢不得小于Æ10。h.用水器具须有北京市用水器具准用证。i.消火栓箱与栓口标高应符合规定，消火栓固定牢固后，方可填塞与墙体的接缝。(3)排水系统:工艺流程：安装准备　®　预制加工　®　干管安装　®　立管安装　®　支管安装　®　卡件固定　®　封口堵洞　®　闭水试验　®　通水、通球试验。a.PVC管粘接所用粘接剂最好选用同一厂家配套产品，连接时应将承插口擦试干净，如有油污用丙酮除掉。b.管道粘接前必须进行预装配，经预装配无误后方可进行粘接。c.管道粘接应避免在湿度较大的环境中进行。d.初粘接好的接头应避免受力，须静置固化牢固后方可继续安装。e.预制好的PVC管应防止曝晒，以免变形。f.采用金属管卡固定管道时，管卡与管道间应采用塑料袋或橡胶物隔垫。g.安装时须按规定设置伸缩节，夏季5-10mm，冬季15-20mm，并做好支承点。h.地漏水封深度应不小于50mm，交工前应消除水封污物，铸铁篦子应做好防腐并开启灵活。i.透气帽高度:上人屋面高度+2000mm；不上人屋面高度+700mm-49- ，可依附于结构的应做支架支撑，出屋面透气管施工时应将透气帽虚捻，也可做临时封堵，待通球试验合格后方可完工。　　（4）统一要求：a.支吊架按T607规格制作，预埋件或镀锌螺栓埋入部分不得油漆，如有油污应除去。b.安装好的管道不得用做支撑，不得踏压。支托吊架及管道不得作为其它用途的受力点。c.管道在土建湿作业时须加以保护，防止灰浆污染。d.一个施工阶段完成，管道应做临时封堵，临时封堵不得随意打开。e.截门手轮、给水附件、配件等安装时应卸下，交工前统一安装。f.钢材、管件等金属制品堆放时应有防雨雪措施，以免锈蚀。6.施工要点：（1）采暖：a.为保证散热器支管坡度，采用以下方法提前确定坡降值，数值如下：支管长１m以内1－1.5m1.5m以上坡降值5－10mm15mm20mm施工时根据坡降值做灯叉弯，并根据１米线安装校核。b.散热器支架：如为普通墙体可采用单管抱卡，抱卡材料为2.5×3的扁钢，轻质隔墙卡架应提前预栽。本工程采暖系统为上供下回单管垂直系统，支管水平长度超过1.2米即应加支管卡架,卡架位置距三通或弯头250－300mm。c.与土建交叉施工的成品保护：因工期、气候等原因，散热器安装时墙面饰面尚未完工，与土建协商可先将散热器后墙面面层先施工完毕，然后进行散热器安装。土建进行其余墙面施工时，散热器稍加遮挡保护即可。（2）排水：a.排水横支管安装时，应根据管径和管长提前确定坡降数值。坡降数值应符合管道标准坡度，且不小于最小坡度。b.管道甩口封堵应保证封堵去除时杂物不入管道，可用８＃铅丝做一凹形护网，挂入管口，内衬牛皮纸或塑料布，再用水泥砂浆封堵，使用时敲掉砂浆，提出护网即可。-49- c.安装卫生洁具时，返水弯丝堵先取下缓装，竣工前将返水弯清除干净后装上进行试验。（3）套管安装：为保证预埋质量和钢筋混凝土质量，在结构施工时，将套管绑扎固定在钢筋网中，并在套管上焊接附加筋，通过附加筋与结构钢筋绑扎固定。严禁将套管与结构筋点焊固定。第三章施工措施第一节雨季施工措施1.材料及机具准备：提前准备好雨布、水泵、雨靴等防雨材料。2.提前做好路面，修设路边排水沟，做到有组织排水以保证水流畅通，雨后不滑不陷、现场不存水。3.水泥库要高于室外地面300mm，在底层铺油毡一层，杜绝渗水现象，水泥码放要离开墙四周300mm，外墙四周排水通畅。4.所有机械棚要搭设严密，防止漏雨，机电设备采取防雨防淹措施，安装接地装置，机动电闸箱的漏电保护装置要可靠。5.屋面防水工程安排在雨期前完成，为室内装修创造条件。6.工地成立雨施领导小组，定期或不定期对各项工作进行检查落实，发现问题及时解决。第二节技术质量及创优保证措施（一）创优规划：根据创优要求，并结合我单位创优经验，将单位工程质量目标分解到各分部、分项，根据质量目标进行重点监控，以分项保分部，以分部保单位工程，实现工程质量一次成优。1.分部工程合格率100％，优良率达80％以上。2.单位工程观感质量得分率达到90％以上。3.质量保证资料准确、齐全。（二）创优管理体系：-49- 根据创优规划及质量目标分解安排，使所有参建人员明确创优目标、创优责任，从施工准备到施工过程以及竣工交验，达到对每个施工阶段的有效控制，确保一次成优目标的实现。1.成立创优部，设专人负责工程创优工作。2.制定奖惩制度，把质量目标分解落实到每个操作人员，实现创优过程的奖优罚劣。3.做好技术准备工作，包括图纸会审、分部分项工程施工技术方案编制及审定，确保施工过程的有效控制。4．加强施工队伍的优选和岗位培训工作，确保操作者具有较高的操作技能。5.实行材料供应“四验”（即验规格、验品种、验质量、验数量）、“三把关”（材料人员把关、技术人员把关、施工人员把关）制度，确保只有检验合格的原材料才能进入下道工序，给工程创优打下坚实基础。6.认真执行“样板制”，推行“样板墙、样板间、样板层”明确标准，增强可操作性，便于监督检查。7.严格按《过程控制程序》、《产品标识和可追溯程序》实行对施工工序的监控、标识，实行工序操作“挂牌制”，质量检查“三检制”提高自我控制能力，杜绝返工。8.加强成品保护工作，装修阶段制定系统的成品保护制度，实行“持证进楼制度”、“进出楼交验制度”，并成立专职成品保护队伍，实现定人定岗24小时值班，杜绝成品交叉污染、破坏等现象。（三）技术质量保证措施：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）落实建立施工技术资料的岗位责任制，做到分口把关，共同负责。a.物资部负责提供钢材、水泥、防水材料、外加剂等进厂原材料的材质证明。b.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。c.施工部负责提供质量评定、预检等原始资料。d.-49- 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。（3）严格执行《北京市建筑安装工程施工技术资料管理规定》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.分部分项工程质量保障措施（1）钢筋工程：a.钢筋做到进场验收，使用前试验，对纵向受力钢筋核算其屈强比，合格后方可使用。b.钢筋料表要经主管技术人员复核无误后方可下料加工。c.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。d.钢筋绑扎前，认真做好弹线工作，保证钢筋位置准确。e.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。f.钢筋焊工做到持证上岗，按施工规范要求做好焊接接头的检验试验，合格后方可进行下道工序的施工。g.电焊工进行焊接作业时，不准在受力筋上打火，以免损伤钢筋，影响结构承载力。h.钢筋工程质量控制程序（附后）（2）模板工程：a.各部位的模板均按照模板工程施工方案的要求进行设计加工。b.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。c.成排柱支模时应先立两端柱模校正复核无误后，顶部拉通线并进行兜方找平。d.柱模支设完毕必须进行校正，且支撑牢固，以免偏移扭歪。e.模板安装时标高、尺寸、轴线要准确。f.模板在拼装时一定要严密，板缝处用海绵条密封，模板的支设尺寸要利用验标允许的负误差，防止胀模。g.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。h.混凝土浇灌时要有模板支设人员跟班作业，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。-49- i.混凝土拆模时混凝土强度要符合规范及设计图要求，并应经主管技术人员批准，拆除时不得损坏砼的棱角。j.模板工程质量控制程序（附后）（3）混凝土工程：a.与商品混凝土生产厂家签定商品混凝土供应合同时要明确水泥品种、水灰比、外加剂、初凝时间、坍落度、终凝时间、抗渗要求、混凝土强度等级、总用量、同配比砂浆供应时间、混凝土供应速度等要求，确保商品混凝土供应质量。b.混凝土进场后要根据合同要求认真核查验收，不符合者退货。c.按每一流水段每100m3，每一工作班留置一次混凝土试块，每次均需留置标养、同条件养护、标养备用试块。d.混凝土浇筑前，应将摸板内杂物清理干净。e.混凝土浇筑时要先确定其浇筑高度，浇筑高度＝层高－板厚（梁高）＋浮浆层厚度＋5mm，使施工缝留在梁板内，以便在下次浇筑前剔除其表面的浮浆和松动石子后，施工缝位置与规范要求相吻合，且便于施工。f.混凝土应分层浇筑（400mm），分层振捣（并伸入下层混凝土50mm），振点交错均匀排列（间距不大于400mm），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。g.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30-50mm厚的同配比的减石子水泥砂浆，以确保施工缝处的质量。h.混凝土养护：混凝土终凝后立即进行保温，包裹或覆盖塑料布和保温被。混凝土养护时间不得少于7天。i.拆除砼模板时，要先行试压同条件养护试块，达到要求后，提出拆模申请，经主管人员申请后，方可拆模。j.混凝土工程质量控制程序（附后）。（4）防水工程：a.-49- 选用的防水施工队伍应取得北京市建委颁发的《施工企业资质等级证书》（在有效期内）。施工人员应持证上岗，杜绝无证作业。b.防水材料应有“三证一标志”，即市建委颁发的准用证、材料使用说明书、材料检测报告，同时还应有防伪标志。c.防水材料进场后及时送试，并按规定进行有见证取样，检验合格后方可使用。d.进行防水层施工时，基层处理和每一道防水层完成后均指定专人进行检查并做好隐检记录。e.防水卷材铺贴时要用橡胶刮板朝卷材横向顺序用力刮压一遍，彻底排除卷材与基层间的空气。f.每次作业后应将卷材长边、短边接缝处用胶进行粘结，并用手持压辊认真用力滚压一遍。g.防水卷材搭接时上下两层和相邻两幅卷材应错开1／2幅宽。卷材铺贴接缝应严密、不皱褶、鼓泡和翘边。上下两层卷材不得垂直铺贴，搭接缝距墙根应大于600mm，重叠部位用密封膏封闭。h.防水层未固化前不得上人走动。i.防水层施工完后，禁止用小车腿、铁锹等硬物砸碰防水层。（5）暖卫工程：a.在施工中与各专业密切配合，严格执行自检，互检、交接检，做好预留、预埋工作。b.浇筑孔洞，堵抹墙洞工作应在土建精装修前完成，所用混凝土或砂浆强度不得低于原结构强度。c.所有材料应严格执行进场检验和试验程序，用水器具须有“准用证”。d.型钢支架开孔应采用专用机具，必须用气焊开孔、切割的，应做到表面光洁，孔径规范。e.管井支架应统一制作，统一布置，以达到稳固、合理、检修方便的目的。卡架固定应牢靠，稳固，非现浇墙上的卡架要预埋。f.支管管径小于DN25，管中距墙不超过60mm的均用单管卡做托架，管卡扁钢须不小于25×3mm。g.为保证厕浴防水质量，所有立管，套管根部均做防水台度，套管高度应保证³50mm-49- 。套管制做完毕后，内壁与切口应马上防腐，埋设前外壁除锈应彻底。固定牢固，标高准确。管道试压合格后及时堵塞。h.进行保温施工时须保证保温层厚度，保温应严密、光滑、无漏损。i.施工中加强过程控制，严格执行过程检验和试验程序。j.施工前要制定专项和整体成品保护措施，防止交叉污染和成品受损。（6）电气工程：钢管预埋前，认真核对专业图纸，按最近距离敷设，敷设在主体结构中的钢管口要封补好；安装在结构钢筋中的预埋箱在钢筋绑扎时将箱壳预埋好。采用丝口连接的钢管要焊跨地线。第三节现场安全文明施工措施（一）安全文明施工目标：1.为提高现场管理水平，确保安全生产和文明施工，本工程确立创北京市文明安全工地管理目标。采取切实措施，使施工现场管理井然有序，标准、规范。工地整洁卫生、围挡严密，各种防护措施明确到位。2.施工现场设置企业统一标准的围挡、大门形式，在大门内侧设置企业统一格式的平面布置图、施工标志牌、安全制度板、消防保卫制度板、环境保护制度板、文明施工制度板，施工现场道路进行硬化处理。按照平面布置设立临建设施。施工现场材料、成品、半成品严格按平面布置图堆放，并做到码放整齐美观，保证场区整洁。3.施工现场设排水坡，运输道路平整、坚实、畅通。4.明确划分施工区和生活区，并实行责任区分工负责制，确保施工现场整洁、环境优美。（二）施工安全：1.建立以项目经理为领导的安全生产管理体系，明确各级人员的安全生产岗位责任制，分级搞好安全宣传、安全交底、安全教育、安全检查工作，做到思想、组织、措施三落实。2.运用安全系统工程方法，开展安全预想活动，提高全体职工的安全意识和自我保护能力。3.施工人员进入施工现场必须戴好安全帽，特殊工种要做到持证上岗，进场新工人（包括民工）必须进行安全教育。4.施工机械不得带病运转，安全装置齐全有效。各种机械必须遵照安全操作规程进行操作，垂直运输工具的安装、使用必须严格按机械管理部门的技术方案进行施工。-49- 5.分项工程施工前必须结合现场做好书面的安全技术交底，并将安全技术措施交底到每个操作者。6.严格按规定支设安全网。双排脚手架外立面挂竖网，底层支设水平兜网，操作层下加随层网。7.在进行高空作业时，必须按规定系好安全带，安全带应高挂低用。8.搞好“四口”防护：（1）楼梯口防护：楼梯及休息平台临边设两道Φ48×3.5脚手管搭设分别为0.6m、1.2m高的牢固护身栏杆。（2）预留洞口防护：a.500×500mm以下的洞口，加固定盖板。b.500×500mm－1500×1500mm的洞口，预埋通长钢筋网，并加固定盖板。c.1500×1500mm以上的洞口四周必须支设两道防护栏杆，中间支挂水平安全网。（3）出入口：设固定出入口，其余首层建筑周边全封闭。出入口处搭设长4m、宽于出入通道两侧各1m的防护棚，两侧用密目安全网封闭。9.临边防护：基坑周边1m内严禁堆土堆料、停置机具，四周设有高度不低于1.2m的两道护身栏，并用密目安全网封挡。夜间设置红色标志灯。10.施工现场临时用电，按照三相五线制，实行两级漏电保护的规定，合理布置临时用电系统，现场所用配电箱应符合部颁标准的规定，并经检查验收后使用。配电箱必须设置围栏，并配以安全警示标志。11.机械安全：（1）新进场的机械设备在投入使用前,必须按照机械设备技术试验规程和有关规定进行检查、鉴定和试运转，合格后方可投入使用。（2）塔式起重机等大型机械设备，设专人负责管理，建立设备档案、履历书和定期安全检查资料。（3）施工现场的塔式起重机严禁超载和带病运行，设备运行中严禁维护保养。（4）施工现场设固定信号指挥人员，吊装挂钩人员也应相对固定。吊索具的配备应齐全、规范、有效。（三）消防安全：贯彻“以防为主，防消结合”-49- 的消防方针，项目经理为该工地的消防负责人，工地公安派出所负责日常消防安全监督检查，并逐级建立防火责任制，落实责任，确保施工安全。1.施工现场设消防、警示等各种标牌，现场配备一定数量的消防器材及足够的消防水源，消防器材周围3m内严禁堆放其他材料，确保畅通。2.施工用料的存放、保管应符合防火安全要求，易燃材料设专库储存。3.电气焊作业，电器设备的安装必须由持证的电焊工、电工等专业技术工人操作。4.施工作业用火必须经现场保卫人员审查批准，领取用火证后方可作业，并设看火人。用火证在指定地点、指定时间内使用，不得转给他人。5.用火作业前，要清除周围的可燃物或采取浇湿、遮隔等安全可靠措施加以保护，用火作业后，必须检查确认无火种后，方可离开施工现场。6.焊割作业不得与油漆、喷漆、木工、防水等工种在同部位、同时间、上下交叉作业。7.冬施用保温材料不得使用可燃材料。8.施工现场严禁吸烟。9.施工现场搭设的临时建筑应符合防火要求，并不得用易燃材料搭设。第四节环境保护措施（一）污水处理措施1.搅拌机、大门洗车处等排放污水处均设沉淀池。施工污水经沉淀后可作现场洒水降尘，厕所冲洗之用。2.施工现场不设食堂和宿舍.食堂和宿舍设在我单位专用生活区.（二）降低扬尘措施1.施工现场路面进行表面硬化处理，降低扬尘，并按作业组划分区域管理，指定专人每天洒水清扫，保持清洁。2.建筑垃圾采用容器吊运，严禁随意凌空抛洒，并采用密闭容器及时外运，严禁随意倾倒。3.指定专人负责出入车辆的清洗及出入口周围环境及道路的清扫工作，运输车辆不带泥沙出现场，并做到沿途不遗洒。4.松散材料砌筑容器堆放，大风天气时用塑料布覆盖。-49- 5.施工现场使用电茶炉供应热水。6.土方开挖期间，每天作业完后，要及时将运输路线的沿途道路清扫干净。第五节技术节约及降低成本措施（一）技术措施：1.根据工程实际合理划分流水段，各工种按流水段施工，即节约模板、脚手架等周转料的投入，又减少了施工人员，做到了各工种合理有序的流动。2.混凝土中添加粉煤灰、减水剂，节约水泥用量，降低工程造价。3.剪力墙模板采用6mm厚的定型钢模板，厂家定做；顶板模板采用竹胶板，现场加工，按照创结构长城杯质量要求，使混凝土表面达到清水墙标准，减少了抹灰工序，既降低了成本，又缩短了工期。4.钢筋配料时，做到长料长用、短料短用，合理搭配使用。大于20的钢筋连接采用焊接连接，节约钢筋、减少用工。5.合理组织土方开挖、回填，减少土方倒运。（二）管理措施：1.推行全面质量管理、提高施工管理水平，合理组织，减少窝工、抢工现象，有效利用现有施工场地，减少二次搬运。2.合理组织水电、暖卫等专业施工，与土建密切配合，减少返工修补损失。指定专人负责施工用水、用电管理，消灭长流水、长明灯。3.严格材料管理制度，坚持按计划进料，做到不积压、减少退料，并严格限额领料，严格领退料手续，作好材料保管工作。4.施工现场设集中垃圾站，及时集中分拣、回收、利用、清运。5．施工人员操作做到工完料净场地清。第六节成品保护措施1.工地成立由项目经理、安全员、警卫班组成的成品、半成品防护领导小组，制定并定期或不定期检查落实成品、半成品保护措施。2.项目经理亲自过问指导防护工作，根据施工进度落实各阶段的成品半成品防护措施。-49- 3.成品、半成品保护要点：(1)定位桩防护：对定位标准桩、轴线引测桩、标准水准点，用钢筋笼罩住并做好明显标志，施工时不得碰撞，经常定期复测。（2）回填土工程保护：a.施工时应注意妥善保护定位标准桩、轴线桩、标高程桩，防止撞碰移位。b.夜间施工时应合理安排施工顺序，有足够的照明设施，防止铺设超厚，严禁汽车直接将土倒入槽内。c.基础回填时，严禁损坏预留管线、管道。d.已完成的填土应将表面压实，并做成一定坡度便于排水。（3）钢筋成品保护：a.钢筋进场后，应按规格、品种放置整齐并垫木方，做好标识。b.已加工成型的钢筋，按工程部位分规格、型号码放整齐，做好标识。c.绑扎墙柱筋时应搭设架子，不准蹬踩钢筋。d.予埋电线管与钢筋发生冲突时，应将钢筋上下、左右弯曲，严禁随意切断钢筋。e.钢筋绑扎完，禁止其它工种踩踏。楼板的弯起钢筋、负弯筋绑扎完后及时铺设板道，严禁踩在上面行走。f.浇筑混凝土时，设专人看筋，振捣混凝土时，不得振动钢筋、模板及予埋管、件，以免钢筋移位、模板变形、埋件移位。（4）模板支、拆保护：a.模板进场应整洁，放置合理，吊运时防止碰撞。b.模板涂刷脱模剂应在地面堆放场进行，严禁污染钢筋。c.大模板吊运就位时平稳准确，不得碰撞其它墙体，施工中调整模板时，注意保护模板下面的砂浆找平层。d.）拆除时按程序进行，禁止使用大锤敲击，防止砼墙面及门口等处出现裂纹、掉角现象。（5）屋面防水保护：a.施工人员应保护好已做好的找平层、保温层等成品。b.禁止在已做好的防水层上穿带钉鞋行走和放置坚硬物体和杂物，以免损坏防水层。防水层施工完毕，及时做好保护层。-49- c.防水层施工时，应配备足够灭火器材防止火灾，避免污染墙壁面、檐口及门窗等已完工程。d.对穿过板面、墙面等处已稳固好的管线加以保护，施工过程中不得碰损变位。（6）砌砖成品保护：a.进场的陶粒砖应在平面图所指定位置存放，按要求码放，不得超高，防止碰撞。b.装运时应轻装轻放，减少破损，对已砌好的墙体注意保护。（7）抹灰成品保护：a.抹灰前事先把门窗与墙边接合处的缝隙用水泥砂浆填塞密实。b.及时清擦留在门窗框上的砂浆，铝合金门窗框抹灰前应保护好保护膜。c.推车或搬运东西时注意不要碰坏门口、门角和墙面。抹灰用的大杠和锹不要靠放在墙上，严禁蹬踩窗台，防止损坏其棱角。d.拆除脚手架时要轻拆轻放，拆除后的各种材料要码放整齐，不要撞坏门窗、墙面和口角。e.要注意保护好墙上的预埋件、电线盒和各种管道。f.抹灰层未硬化前防止水冲、撞击、振动和挤压。（8）地面、楼梯的成品保护：a.通体砖面层施工完成后72小时内不准在上面行走或进行其它作业，以免损坏地面，适时做好养护工作。b.注意保护楼地面，不得直接在楼地面上拌灰。c.楼梯成品保护：对楼梯地面装修后进行临时封闭，待养护期过后要对棱角做好保护措施。（9）木门安装保护：a.门框进场后，应妥善保管，入库存放，垫起距地20-25cm。b.一般木门框安装后应用铁皮保护，其保护高度超过手推车轴，防止砸门框，破坏剪裁口，影响安装和装修质量。c.修刨门时应用大木楔将门边垫起卡牢以免损坏门边。d.安装门时严禁碰撞抹灰口角，调整修理时不得硬橇。e.五金的安装应符合图纸要求，严禁丢漏。f.对全部安装好的门，应设专人看护，不得损坏。-49- （10）塑钢门窗成品保护：a.塑钢门窗应入库存放，并将其垫起、垫平，码整齐，防止变形。b.门窗的保护膜要粘贴好再进行安装，安装后及时将门框两侧用木板捆绑好，防止碰撞损坏。c.塑钢门窗框在抹完灰后再安装，安装不得破坏塑料保护薄膜。d.塑钢门窗的保护膜应在交工前撕去，不得用铲刀铲，防止将表面划伤，影响美观。e.架子搭拆、管线施工严禁蹭、砸、碰撞塑钢门窗边框。（11）玻璃安装保护：a.对已安装完门窗玻璃的房间，须派专人看管，每日应按时开关门窗，尤其在风雨天气更应注意。b.门窗玻璃安装后，应随手挂好风钩或插上插销，防止刮风损坏，并把多余的和破碎的玻璃及时清理干净送往仓库。c.玻璃安装时，操作人员要加强对窗台及门窗口抹灰等项目的保护。（12）面砖成品保护：a.搬运装卸面砖时，要小心轻装轻放，在楼内施工时要防止磕碰地面，做好保护措施。b.要合理调整施工顺序，应提前做好各专业工种的预埋、预留工作，防止瓷面砖贴好后，凿墙损坏面砖。c.面砖镶贴完后，防止水冲，防止污染，防止碰撞阳角门口处和墙面。（13）专业工程成品保护：a.专业工程施工中，应严格按图施工禁止随意改动。b.专业材料，设备进入现场应妥善保管，堆放整齐、严密，严禁随意拆除。c.专业工程的各种设备、器件，禁止磕碰与踩踏。d.各道工序完毕后方能去掉包装，在竣工验收前全部彻底清理一遍，使其干净、整洁。e.注意工种配合，保护好各类成品。f.竣工清理时，应加强清理人员的成品保护意识，做好对已完工程的成品保护工作。-49- 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