★施工技术工法标准细则

'北欧知识城施工技术工法标准细则目录：(备注：做法与措施表不一致的以措施表为准)第一部分土建及室外工程屋面工程；外墙工程；保温工程；公共部位；内粉刷施工；楼地面工程；卫生间防水；门窗；油漆工程施工；室外道路工程；室外下水道工程；砌筑工程；第二部分电气安装工程电气管路敷设；管内穿线及柜箱搭头；箱柜安装；灯具、开关、插座安装；防雷接地、工作接地；屋面避雷带；第三部分给排水安装工程埋地管道安装；室内总管及支管安装；UPVC排水管道安装；消防管道及箱安装第三部分相关设置标准第一部分土建及室外工程第一条屋面工程（根据设计补充完善）1.1.屋面施工做法：A.上人屋面钢筋混凝土结构层，表面压实赶光→1.5厚JS防水涂料,卷起250，10厚1:3水泥砂浆保护层→泡沫砼保温兼找坡，表面压光，最薄处30，内设置φ32PVC透气管@6000，从外墙穿出，坡度在外墙为5%→冷底子油一道→4厚聚酯胎SBS改性沥青防水卷材一道→20厚1:3水泥砂浆保护层→40厚C20细石砼刚性层，提浆压光，内配φ6.5单层双向@200，设分格缝20宽≤6000×6000（钢筋必须断开），缝内嵌PVC防水油膏B.不上人屋面钢筋混凝土结构层，表面压实赶光→1.5厚JS防水涂料,卷起250，10厚1:3水泥砂浆保护层→泡沫砼保温兼找坡，表面压光，最薄处30，内设置φ32PVC透气管@6000，从外墙穿出，坡度在外墙为5%→冷底子油一道→4厚聚酯胎SBS改性沥青防水卷材一道→20厚1:2.5水泥砂浆保护层，设分格缝20宽≤3000×3000，缝内嵌PVC防水油膏1.2.屋面天沟：现浇钢筋砼屋面板→C15细石混凝土找坡→4厚砂面聚酯胎SBS改性沥青防水卷材一道→20厚1:2.5水泥砂浆保护层。1.3.屋面面层细石混凝土找平层分格缝必须事先嵌填木格条分割，待混凝土终凝前取出。钢筋应分仓绑扎，置于细石砼中间。1.4.SBS卷材粘贴采取满贴热作法。卷材短边，长边搭接宽度均为80mm，短边搭接缝应错开。施工前要弹出控制线，严格控制相邻卷材边缝顺直以及搭接宽度一致。施工时卷材应从屋面由西向东方向铺贴，从檐口处向屋脊处铺贴；从水落口处向两边“分水岭”处铺贴。屋面防水材料及保温材料必须具有出厂合格证和准用证，在使用前应进行检验复试合格后方能使用。1.5.30 对穿过屋面板的管道四周，需用C20细石混凝土浇罐密实。伸出屋面管道周围的找平层应做成30mm×30mm圆锥台，管道与找平层间应留下10mm×10mm凹槽，并嵌填防水油膏封堵。防水层在管道收头处用镀锌铁箍箍紧，高度不小于250m，同一屋面高度一致，并用防水硅胶封严。本条做法需做样板经监理及甲方代表认可后，方可进行全面施工。1.1.屋面垂直水落口杯标高比找平层低10～15mm，水落口周围使用细石砼做成半径为500mm，坡度＞5％的杯形坡。水落口杯与基层接触处应留20×20凹槽，凹槽内嵌填防水油膏。水落口应用套板做成盘子形，卷材铺贴时也需用套板成形做成水落口外形，做到所有水落口外形尺寸一致，卷材粘铺顺圆、服贴。垂直水落口应盖钟罩形落水帽。1.2.女儿墙上横向水落口进深方向应做成大喇叭口，洞口外形尺寸大小一致，并用专用模具成形，洞口周边（底边除外）粉刷成45度斜截面（10mm×10mm）。1.3.屋面基层与突出屋面结构（女儿墙、变形墙等）的连接处以及基层的转角处（水落口、天沟、屋脊等）均应做半径为150mm。圆弧应用套板成形，确保顺直、一致。在屋面与突出屋面的连接处泛水部位要较屋面多铺一层卷材附加层，和屋面卷材防水层交错铺贴。1.4.屋面排气管采用PVC塑料管组合成“T”字形。排气管设置在结构层上，穿过保温层的管壁应打排气孔。排气管口从女儿墙外侧出口，保证女儿墙内埋管坡度大于5%；或高出屋面300mm，埋设时确保其垂直度，根据水平标高保持各排气管高度一致，拉麻线控制相邻排气管间距一致，前后、左右呈一直线。1.5.屋面砖墙泛水处理。砖墙上留20×60mm凹槽，凹槽距屋面净高度≥250mm。凹槽内卷材端头用水泥钉固定，每幅卷材至少有两点固定，收头处采用防水油膏封闭。1.6.女儿墙压顶施工前，须在墙上弹出水平控制线，由此控制压顶的水平线，压顶粉刷时应用套板保证宽度一致。压顶面排水向内，坡度一致，排水坡度≥6%。压顶面要油得光亮，无铁板印。所有阴角、阳角都要同一的专用工具将其抽直、抽挺。女儿墙压顶檐口底部设置10mm×10mm滴水槽，滴水槽沿檐口外档缩进20mm。1.7.穿屋面（含楼地面）管的窝嵌做法：a.凿除洞口四壁松动石子、浮浆，清除垃圾和灰尘，支底模必须从下向上支撑，充分洒水湿润。b.管子外壁和预留洞壁刷一度掺107胶水水泥浆，然后分两次浇捣C20细石砼（掺10%UEA），细石砼比洞口低20mm左右，其表面须压实、抽平、打毛。窝洞后挂牌明示：24小时内不得碰动。c.渗漏检验：在管洞处用纸巾灰围成φ250蓄水圈，高30mm宽30mm，不得有裂缝。隔天放满水，盛水24小时，观察洞底平顶和立管四周是否有渗漏水现象，如有，找出原因、修补好，重新盛水24小时，直至不渗漏为止。d.隔1—2天，刷两度851防水涂料（厚1—1.5mm）。e.用1：2水泥砂浆（掺10%UEA）嵌实抹平洞口。f.30 以上做法须有专人操作及专人负责。g.施工过程中每道工序须经现场监理人员认可之后，方可进行下道工序施工。h.渗漏检验结果须经监理及甲方代表检查认可。1.1.屋面伸缩缝处做铝合金盖板。材料及施工方案须经监理、甲方认可，做法统一。1.2.烟道出屋面风帽四周挡风板用TK板并用铝合金条子封边。1.3.楼梯间上屋面处的外开门上部须设雨蓬。1.4.屋面保温层施工时须注意天气变化，雨天和雨天过后未达到施工要求时严禁施工。1.5.屋面盛水试验：在下列阶段须做24小时盛水试验，经监理及甲方代表检查认可后，方可进行下道工序施工：a.屋面结构完成后。b.SBS卷材完成后。d.整个屋面施工完成后。第一条外墙工程2.1.混合结构外（内）墙在每个楼层1400mm砌筑高度以下部位应同时砌筑，上部可用踏步塞头砌筑，但其长度不应小于高度的2/3。2.2.多、高层框架填充墙应按“施工规范”规定在框架柱上设置拉结筋，沿墙高每500MM设2Φ6拉结钢筋，每边伸入墙内不宜小于1M。预留伸出的拉结钢筋不得在施工中任意反复弯折，如有歪斜、弯曲，在浇灌砼之前，应校正到准确位置并绑扎牢固。2.3.混凝土小型空心砌块填充墙，必须严格按照设计提供的小型空心砌块框架填充墙构造图集有关规定施工。2.4.多、高层室内顶棚以及高层剪力墙、框架梁、框架柱，在粉刷之前采用界面剂（JCTA-400）处理，防止粉刷层起壳。2.5.外墙面分格条采用专用塑料条规格20×7mm，施工后不取出来，永久放在外墙饰面层内。外墙分格条坞嵌前，必须按设计图纸要求进行弹线控制，确保其水平度。2.6.外墙饰面以措施表为准，要求：a.外墙饰面，必须严格实行技术交底，样板引路制度。在开始大面积施工前必须做出样板示范，统一操作要求，明确质量目标。监理单位应当督促施工单位落实技术交底工作，参与样板示范工程（工序）的验收，避免返工。2.7.外墙花饰粉刷必须做套板，确保线条清晰、顺直、头角挺拔。2.8.所有窗盘、窗套、阳台板、空调板、雨蓬等必须上下对齐、左右水平呈一直线，进出墙面距离要一致。施工时应拉通长钢丝或麻线进行直线控制。阳台、雨蓬、空调板的底部外口粉出50mm宽8—10mm厚的双滴水线。外窗盘向窗洞两边伸出的长度应一致，且做成比窗盘面高出15mm的挡水凸肩。在窗台处浇筑厚度不小于60MM的现浇密实砼窗盘，纵向可设置钢筋，两端伸入墙内长度≥60MM。窗盘必须粉出20mm高差的排水坡，窗盘滴水线做成50宽滴水30 2.1.窗盘施工必须做套板，并由技术手艺熟练的工人施工操作，所有窗盘、阳台、空调板、窗套、雨蓬等粉刷用水泥应用同一厂同一标号同一品种。2.2.外墙补支模洞应由专人负责施工，专人检查，做好隐蔽验收，每道工序均须经现场监理人员验收认可方可进行下道工序施工，总监及甲方代表须抽查部分洞口补洞施工过程。a.砖墙支模洞：里面一半（即120mm）用半砖镶补，外面一半浇灌C20细石砼。镶补砖必须湿润，砖四侧满刮1：3水泥砂浆，砖镶入后，四周必须严密勾缝嵌实。C20细石砼塌落度为60～80mm，边灌边捣实，浇捣前应洒水湿润。细石砼面凹进砖墙10—15mm，待细石砼有一定强度后再用1：2水泥砂浆抹平墙面，表面须压实搓毛。b.砼墙支模洞：用发泡剂填实；或先用冲击锤扩孔，将塑料管打掉并扩深50mm。支模洞外口用木塞堵塞50mm深，然后用1：3水泥砂浆由支模洞里口向外塞嵌密实。隔天，拔除木塞，将防水油膏由外向内垫嵌15mm厚，然后分两次间隔一天用1：3水泥砂浆补嵌密至墙面平。2.3.外墙所有混凝土墙、粘土空心砖墙、轻质砌块相接处粉刷前应铺设钢丝网片，钢丝网用间距200×200的水泥钉固定，钢丝网片与墙缝两边搭接宽度为150mm。经监理验收合格后方可粉刷施工。2.4.外墙淋水试验：a.外墙门窗、饰面完成后，外墙清洗喷水，每个冲淋面持续时间不少于1小时，到房间逐一检查有无渗水现象，其结果亦须经监理及甲方代表验收认可。b.下大雨时，雨后及时到房间逐一检查有无渗水现象，其结果亦须经监理及甲方代表验收认可。2.5.外墙面砖工法要求：一）、材料：1）、外立面均采用295×295为一版的纸面面砖，纸面砖版面由45㎜×45㎜小匹面砖、5㎜宽的灰缝组成，共6×6匹（不同项目可调整）。2）、剪力墙穿墙丝杆洞中部用发泡剂填充，洞口端头20㎜范围用水泥砂浆（砂浆中掺水泥用量5%防水粉）填充。3）、外墙面不同材质界面处用钢丝网挂贴（宽度300㎜），做防裂处理，剪力墙基层用界面剂处理。4）、保温完成后完成工序交接开始粘贴纸面砖5）、外墙面砖粘贴砂浆专用粘接剂粘贴（需报审）6）、外墙面砖勾缝采用专用勾缝剂勾缝（需报审）二）、做法：1）、上人屋面女儿墙压顶取消挑耳，压顶满贴面砖，女儿墙内侧做外墙面砖至泛水；非上人屋面女儿墙压顶表面粘贴50㎜宽面砖挡水线。挑耳下做1：2水泥鹰嘴，女儿墙压顶挡水线以下表面及女儿墙内侧抹灰压光，表面涂刷氯丁胶防水涂料两遍（包括非上人屋面平面）。2）、滴水除注明做1：2水泥砂浆鹰嘴外，其余所以的滴水线均做一匹面砖（530 0㎜宽）。3）、所有大面均贴至凸窗板内一匹面砖，凸窗的窗台、窗眉均贴一匹面砖，窗眉面砖做成鹰嘴；凸窗板的正立面、侧面均贴三匹面砖（150㎜宽）。当大面与窗板相交颜色不同时，伸入凸窗板内的一匹面砖颜色与大面颜色相同。凸窗板面无窗或无百页时，表面满贴面砖，2%自然找坡。4）、空调板的正立面、侧面均贴三匹面砖，空调板下做滴水。空调板上有百页时做一匹面砖，面砖与板面的高差用1：2水泥砂浆自然找坡接平，坡度为5%；空调板上无百页时，表面满贴面砖，2%自然找坡。5）、当外墙或阳台立面有格栅或穿孔板时，格栅或穿孔板内侧的外墙或阳台仍然贴面砖或涂料（以措施表为准）。6）、外墙所有独立梁柱均满贴面砖；外墙除凸窗外的所以门窗洞口侧面四周面砖均向内返2匹面砖（100㎜宽，门窗楼地面不贴面砖）。7）、可变空间阳台为砖砌栏板，栏板外立面满贴面砖，压顶做2匹面砖（100㎜宽）；阳台为金属栏杆或穿孔吕板时，阳台梁立面满贴面砖，梁下口做滴水，当梁做挡水带或阳台上有挡水带时，挡水带满贴面砖（含内侧面）8）、阴台、入户花园范围外墙均做外墙乳胶漆，外墙面砖均贴至栏杆处梁的滴水为界，滴水以内（含大面）外墙乳胶漆颜色同相邻墙面的面砖颜色，乳胶漆墙面下部做150㎜高灰色外墙乳胶漆踢脚线，此处栏杆挡水带均满贴面砖（含内侧）。9）、除阴台、入户花园外所以的阳台范围外墙均满贴面砖，阳台内侧的门或门带窗面砖贴入门窗洞四周侧面2匹砖（100㎜宽，门洞楼地面不贴面砖）。10）、所以的凸窗板、空调板立面面砖水平缝不要求与相邻大面的面砖齐缝。独立梁、阳台立面的面砖水平缝与相邻大面的面砖齐缝。11）、独立梁柱、阳台梁立面贴面砖如排版模数不符合时，以50㎜模数面砖排版并计算粘贴面积；大于粘贴面砖与凸窗板、空调板上下水平相交不合模数时，砖排版≥3㎜时允许裁面砖。12）、未封闭露台，因是砖砌栏板，外侧按立面颜色粘贴面砖，栏板压顶及内侧均满贴面砖（深色），压顶挑耳下口80㎜宽贴2匹砖。13）、阳光房外空调处梁及独立墙满贴面砖。14）、1#～2#楼首层架空层，无填充墙的砼独立墙体的外墙面满贴面砖，面砖至天棚外墙梁滴水处分界。15）、阳台与凸窗板重叠时，凸窗上层板顶面周边与阳台之间的空隙用120㎜厚页岩实心红砖砌筑填充，填充后砌体与凸窗板立面、侧面满贴面砖（祥下图），凸窗板下面砖做鹰嘴。具体部位是：30 第三条保温工程：3.1.、住宅高层采用外墙外保温体系（外保温层厚度35mm）,具体做法如下：A：饰面层为面砖：墙体各层材料（由外至内）：第1层：面砖第2层：专用粘接剂第3层：抗裂防渗砂浆层，厚度5mm第4层：敷设一层热镀锌钢丝网0.7mm第5层：抗裂防渗砂浆层，厚度5mm第6层：中空波化微珠无机保温隔热层，厚度35mm第7层：界面剂与界面砂浆层第8层：钢筋混凝土剪力墙/页岩空心砖或多孔砖（总包施工），厚度200mm第9层：混合砂浆，厚度20mmB：饰面层为涂料/干挂石材：墙体各层材料（由外至内）：第1层：外墙涂料/干挂石材第2层：抗裂防渗砂浆层，厚度5mm，内敷抗碱玻纤网格布第3层：中空波化微珠无机保温隔热层，厚度35mm第4层：界面剂与界面砂浆层第5层：钢筋混凝土剪力墙/页岩空心砖或多孔砖（总包施工），30 厚度200mm第6层：混合砂浆，厚度20mm3.2.、保温施工平面图厨房、卫生间外墙是否做保温以设计正式书面文件为准。飘窗做法及分界：所有飘窗外沿100范围由总包收口，保温根据收口面高度进行顶面、底面及墙面的保温施工。保温施工完毕后由总包在空调机位处的板面抹灰i=5%，墙面满刮腻子二遍。保温延外墙上升至女儿墙顶，女儿墙内面不做保温。屋面花架处外墙保温延花架外立面伸至花架顶部。（具体详女儿墙及花架保温平面图）3.3.界面交接：3.1）保温进场后首先应同施工总包方进行界面交接，施工总包方应将验收合格的结构基层交给保温施工单位。3.2）主体结构墙面基层凹凸超过验收规范部分应由总包单位处理（施工总包单位对主体结构质量负责）。3.3）保温施工单位最后一道工序完成并自检合格后交总包单位，总包进行面砖粘贴时应先对保温基层进行检查，不合格基层应由保温单位及时处理。3.4..基本施工工序要求：3.4.1.总包单位根据外墙面砖模数进行外墙大角的冲筋打笆，同时对填充墙与梁交接处的滚砖灰缝密实度进行全面清补（杜绝外墙渗水隐患），墙面凹凸超过验收规范部位进行剔除或用1:3水泥砂浆找平（由总包负责处理）。3.4.2.保温单位进行基层处理：混凝土墙面、砖墙面、抹灰面满涂界面砂浆。3.4.3.总包单位安装穿墙套管、立管支架，并对管洞周边进行防渗封堵处理。3.4.4.保温分包使用中空玻化微珠无机浆料抹灰饼。3.4.5.抹中空玻化微珠保温浆料，两次成活，总厚度35mm。3.4.6.抹第一遍抗裂防渗砂浆。3.4.7.敷设0.7mm镀锌钢丝网，用塑料锚栓加以锚固。3.4.8.抹第二遍抗裂防渗砂浆，第一、二遍总厚度满足10mm要求。3.4.9.总包粘贴外墙面砖，外墙砖勾缝，外墙砖清洗。3.5、门窗洞口及节点施工要求：3.5.1.门窗洞口侧壁抹灰在外墙防水抗裂砂浆施工完毕后进行，收口时注意外墙面砖的排版模数（注意同总包单位配合），凡是保温墙体的门窗洞口外墙收边均由保温单位负责。用1:3水泥砂浆进行门窗洞口收边，外窗洞口水泥砂浆需加抗裂纤维和防水剂30 。窗台坡度要求：i≥15%，窗眉做成鹰嘴，内外高差i≥10%。3.5.2.所有飘窗板外沿100mm范围的正面、上口、滴水抹灰由总包单位在保温施工之前完成，及搁置空调室外机空间的板面、部分墙面由总包施工（有防水要求）。3.5.3.总包贴外墙面砖时，飘窗洞口内翻一皮砖（50mm），平窗及门洞口内翻二皮砖（100mm），窗台有明显的排水坡度，窗楣有明显的滴水线（槽）。3.5.4.总包单位在门窗洞口处的外墙面砖翻边完成后进行门窗框的安装，门窗框尺寸比实际洞口尺寸小8~10mm，安装时窗框矩离面砖边缘向内退5mm安装。3.5.5.窗框安装完成后对损坏洞口进行补烂与清理，洞口补烂必须按照施工规范要求进行。（总包收边的洞口补烂由总包负责，保温施工的洞口补烂由保温单位负责）3.5.6.）塑钢门窗发泡剂、密封胶施工按塑钢门窗施工规范要求进行。附件：门窗洞口各节点图3.6.施工注意要点3.6.1.总包外墙大角打笆时，除了要考虑外墙砖模数外，还应根据外墙保温厚度进行，确保保温层厚度偏差不超过规范允许值。熟悉保温范围图纸，不做保温的地方应严格区分。打笆完成后与保温单位交叉检查，符合要求后报监理、建设单位验收。3.6.2.因主体结构墙面平整度、垂直度偏差实事存在，墙面凹凸不平，局部平整度偏差可达50mm或以上，为确保玻化微珠保温层厚度的均匀性，到达良好的保温隔热均衡效果，避免传热的不均匀而产生结构变形的不均匀，因不均匀的结构变形而产生外墙面砖的剥落、结构裂缝、外墙渗水等质量安全隐患。因此界面砂浆不仅是处理基层，确保结构基层和保温层良好的粘接效果，1:3水泥砂浆局部找补还应达到初级抹灰的平整度要求，该道工序应严格验收，合格后方可进行玻化微珠浆料施工。3.6.3.界面砂浆优先选用成品。现场配备时比例为中砂：水泥：界面剂=1:1:1，搅拌成均匀的砂浆状，用滚刷或扫帚均匀涂刷，不得漏刷，厚度1~2mm。3.6.4.穿墙套管、立管支架在界面砂浆之后保温浆料施工之前进行预留和预埋，并做好密封和防水处理，不得事后凿打破坏保温层。套管周边封填密实，坡度正确，切口整齐光滑。立管支架安装牢固，出墙一致，上下一线。穿墙管及支架出墙尺寸应根据保温完成面厚度确定。外墙保温施工时应注意套管及支架的保护，发现松动需立即处理。30 3.6.5.玻化微珠保温浆料施工时注意防雨措施（严禁雨天施工），基层墙体应充分干燥，搅拌后的浆料应在3小时内用完，不许另外加水。保温层固化干燥一般需3~4天，因此分遍成活时间间隔应在3天以上（72小时），施工温度偏低时，间隔时间可延长。保温层厚度应均匀，不允许出现负偏差。基层未充分干燥、一次涂抹太厚、分层涂抹间隔太短、抗裂防护层未干燥稳定就进行饰面层施工等均会造成保温系统开裂、空鼓、分层及局部脱落现象。3.6.6.抗裂砂浆施工前必须检查保温层凝固、干燥程度，满足要求后方可进行，同时检查在檐口、窗台、窗楣、雨棚、阳台、压顶以及突出墙面的顶面坡度，下面滴水线槽是否符合标准要求。3.6.7.钢丝网固定锚栓每平方米不少于6个，有效锚固深度不小于30mm，A8的锚栓，塑料圆盘的有效直径80mm，空心砖墙体采用回拧式锚固件（自打结胀钉），实心墙体采用膨胀式锚固件（胀钉）。各种锚固件的使用部位应正确，样件须送监理、甲方封样。在涂抹第二次防水抗裂砂浆时其饱满度达100%，锚栓处抗裂砂浆不许出现漏抹、开裂、露网现象。3.6.8.面砖粘贴应在抗裂砂浆抹面层干燥、充分固化后进行，使用外墙面砖专用粘接剂及防水勾缝剂以达到外墙抗裂防渗的性能要求。（按照饰面砖相关规范规程进行）3.6.9.门窗框的安装方式为精洞口安装，门窗洞口由保温或总包单位处理成精洞口。无保温外墙的基层处理由总包负责（具体界面详附图），包括飘窗窗台板的外沿、室外空调机位处的墙面、板面等。3.7、保温单位须服从总包单位管理、进场前应签订安全文明施工责任书，保温单位付款时总包单位须签署配合意见。3.8、保温单位交总包水电费比例按照合同约定执行。3.9、保温单位施工进度必须同施工总包方的进度相协调，但不能以配合工期为由而忽视工程质量。必须在保证工程质量的情况下，通过合理的施工组织、总分包的紧密配合而确保工程进度。3.10、保温层托架的安装按保温施工专项方案执行。3.11、阳台挑梁、栏板等构件处为保证外立面的美观与安全性，外墙外保温顺势延伸，由保温单位负责处理。（部位详保温平面图）第四条公共部位4.1.梯段板、梁、平顶粉刷前应弹出水平线确保平整度。墙面出竖头、塌饼时要兼顾休息平台的方正，以保证休息平台的地砖不出现大小头。4.2.上、下跑楼梯的踏步口应在同一直线。踏步高度、宽度要弹线控制。楼梯的夹档应从上到下拉钢丝控制，确保上下夹档宽度一致。4.3.梯段板下口做50宽滴水线或挂落线内嵌专用10×10塑料滴水槽。梯段板阴、阳角用专用工具抽挺，并不得翘裂。30 4.4.楼梯平台遇窗洞缺口处应砌筑120厚挡水砖墙，踢脚线与之跟通。4.5.木扶手料按设计，弯头用整料做弯头。饰面做半混色，光亮通顺。4.6.楼梯栏杆需从第一踏步起开始设置。楼梯平台净深不应小于1.3米，并符合设计要求。第五条内粉刷施工5.1.基层处理：砖石、混凝土和轻质墙体基层表面凹凸太多的部位事先要进行剔平或用1：3水泥砂浆补齐。表面太光的要剔毛，或用界面处理剂薄薄抹一层，表面砂浆、污垢、油漆等均应事先清除干净，并洒水湿润。高层住宅不同基层的材料如砖石、砼、轻质砌块等相接处应铺设按设计要求设置网格布，搭缝宽度从缝边起每边不得小于150mm。5.2内粉刷：a.厨房、卫生间墙面：20mm厚1：2.5水泥砂浆刮两糙槎毛平整b.楼梯间墙面：20mm厚1：1：4混合砂浆刮两糙→腻子二遍、内墙涂料（设计定品牌）两度。c.内墙面及平顶：（以措施表为准）I)1：1：4混合砂浆20厚刮两糙（顶棚取消），要求：基本泛白后再进行下道工序II)面层：乳胶漆腻子两遍。（内粉刷前先做样板，）。d.严禁使用含有未熟化颗粒的石灰膏，以免墙体爆灰。5.3.内粉刷施工要求：a.为确保墙面的平整度、垂直度，粉刷前均应做好灰饼，并且冲好龙筋，由质量员验收合格后再行粉刷，粉刷时严格控制砂浆配合比和抹灰的厚度。b.顶棚施工时先基层清洁，斩毛或用界面剂处理。粉刷前在墙面四周弹线出好水平，由水平线上量至顶棚标高，根据标高设置好顶棚底板的灰饼。顶棚粉刷宜薄不宜厚，且必须杜绝顶棚的起壳；第一糙粉刷后，二糙宜隔夜施工，注意收光时不能用力过大，避免明显铁板压痕。c.内墙阳角及门窗洞处均做1：2水泥砂浆护角及粉刷，墙面护角高1800mm。5.4.踢脚线：a.踢脚做法：140mm高1：2水泥砂浆暗踢脚，厚度同所在墙面。b.抹水泥踢脚线时，前一天应将基层充分洒水湿润，实施作业时必须将基层表面清理干净，严格控制水泥砂浆水灰比（不大于0.55）。稠度应控制在35mm左右，抹灰层过厚应分层操作。踢脚线与地坪采用同一品牌、同一品种、同一标号的水泥。确保踢脚线与地坪色泽一致。c.内墙抹灰高度应加以控制，不要抹到踢脚板部位上。如在踢脚板部位上有混合砂浆，应认真将其清除干净，再抹水泥踢脚板面层，以免踢脚板起壳。d.本工程为暗踢脚线，故在内墙面层施工时应用粘胶带等物将踢脚线遮盖隔离，确保踢脚线与墙面分色清晰。踢脚线抹灰前，墙面应弹线，控制其高度和水平度。5.5内墙粉刷前先做样板，经监理及甲方代表检查认可之后，方可进行全面内粉刷施工。第六条楼地面工程30 6.1.为保证每间房地面水泥颜色的一致，应采用同一品牌同一品种同一标号的水泥，水泥应采用普通硅酸盐水泥，其标号不宜小于425号。6.2.地面水泥砂浆，砂为中粗砂，在客厅与走道交界、室内门洞处设置变形缝，变形缝可采用5厚玻璃条找平是设置。6.3车库细石砼面层不得留置施工缝（除分格缝处当施工缝）。6.4.车库地面细石砼采取随捣随抹的方法。当面层表现出泌水时，可加干拌的水泥和砂进行撒匀，其水泥与砂的体积比宜为1：2～1：2.5，并应进行抹平和压光工作。不得撒纯水泥操作，以免开裂、起壳。6.5.细石砼面层抹压应三次成活。第一遍在面层铺设后，第二遍在水泥初凝后进行，第三遍在水泥终凝前进行。第三遍抹压后不应有抹痕，面层要光滑平整。6.6.面层抹压后，一般情况下一昼夜后应洒水养护。洒水过早易起皮，过晚则易产生裂缝或起砂。养护时间常温下一般不少于七昼夜。最好采取筑坝养护，放水30mm，进行整体养护。6.7.细石砼强度必须达到5Mpa以上时，才准许在其上面行走或其他作业。6.8.厨房卫生间楼地面管道孔在管道安装后其空隙必须分层填补密实并做好渗水试验。6.9.厨房卫生间填充墙与楼地面管道孔周边上做200高C20细石混凝土挡水墙。6.10.门窗与洞口之间的缝隙超过30mm，应灌细石混凝土不足30mm的应塞灰，要从内、外分两次塞灰，后次塞灰应在前次塞灰硬化后进行。第七条卫生间防水7.1施工工艺要求：厨卫间防水施工工艺流程：厨卫间墙面抹灰→立管安装→管洞周边吊洞处理→板面基层清理→管洞周边防水附加层施工→1.5mm厚JS涂抹防水施工（加无纺玻纤网格布做给水管道加强层）→水泥砂浆保护层施工。7.2施工工法标准：7.2.1厨卫间墙面、地面抹灰之前，所有给排水管道安装到位。墙、地面给水管均隐蔽在抹灰及找平层内（含下沉式卫生间），给水管在隐蔽之前按要求做压力测试，合格后方可进入下道工序。7.2.2.厨卫间墙面抹灰完成后进行排水立管的安装，管道安装定位后其空隙用干硬性细石砼先填2/3板厚并捣实，待其凝固后再填剩余的1/3楼板厚度，预留10mm厚凹槽，凹槽内用堵漏剂（或防水油膏）坎填饱满。同层排水的穿墙管同样按此要求。7.2.3.地面找平层施工之前，排水立管、地漏、烟道周边均需做一道防水油膏+网格布防水附加层，周边不小于250mm，烟道上翻250mm。7.2.4.墙面与地面交接阴角做成光滑平顺的小R角，管道周边防水加强层施工完毕后进行防水施工，厨卫间为1.5厚JS涂抹防水。墙面上翻高度：厨房300高，卫生间淋浴房1800并超出隔断100，浴缸处900高，洗手盆处1200，其余地方300高。洞口侧壁、门槛外翻同墙体厚度。为避免交叉污染及防水损坏，厨卫间防水工程在竣工验收前施工。竣工验收及交房时均进行蓄水试验。7.2.5地面保护层施工，保护层表面搓平处理，地漏高出保护层完成面15mm。7.2.6三次蓄水试验要求：管洞周边处理完成，防水层施工之前第一次。防水施工完毕，第二次蓄水试验，并保持到竣工验收。业主收房时第三次蓄水试验。7.3.地坪做法：现浇钢筋砼楼板→30 1.5mm厚JS防水涂料在地漏、阴阳角、穿板竖管等部位局部加强，宽度250；→1:3水泥砂浆找坡1％坡向地漏，最薄处20厚，给水管道先铺设网格布两侧各挑出150。7.4.卫生间楼地面管道孔在管道安装后其空隙须先用干硬性细石砼填2/3楼板厚并捣实，待其凝固后再填其余1/3楼板厚度，细石砼与管道壁接触处留10X10凹槽，凹槽内用PVC防水油膏填封。7.5.JS防水涂料层及其加强层在墙角、竖管处上翻250高。7.6.卫生间四周填充墙上作200高C20细石砼挡水墙。7.7.卫生间盛水试验：在下列阶段须做24小时盛水试验，经监理及甲方代表检查认可后，方可进行下道工序施工：a.现浇钢筋砼楼板完成后；b.JS防水涂料层完成后；c.卫生间地坪全部完成后。第八条门窗（塑钢门窗或铝合金门窗）8.1.施工工艺要求：外墙门窗全部实行精洞口安装，即门窗洞口的抹灰或装饰面层（外墙面砖、文化砖）完成后再进入门窗框的安装等工序。精洞口施工工艺流程（外墙外保温）：外墙保温大面积施工→门窗洞口保温收边→洞口周边外墙面砖粘贴→内墙抹灰大面积施工→门窗洞口内壁四周抹灰（精洞口要求）→洞口门窗框就位与固定→门窗框固定拉片处修补（包括剔打造成空鼓的处理）→框周发泡剂施工→外墙密封胶施工→门窗扇及玻璃安装→内墙密封胶施工。8.2.施工工法标准：1)、外墙砖或文化砖在洞口处向内翻边完成后进行洞口侧壁、窗台的抹灰，窗台向外有明显的排水坡度，不小于10mm，檐口做成鹰嘴。设计为内+外保温的，门窗洞口在外墙保温完成，洞口文化砖角砖粘贴后再进行洞口侧壁的保温施工，一次性抹平文化砖。2)、外墙保温在洞口处向内翻边留槎顺直，以保证同内墙保温（抹灰）面的接槎质量。3)、内墙抹灰在洞口处接槎时，基层应清理干净，充分湿润后刷素水泥浆一道，确保粘接牢固，避免空鼓、开裂现场发生，抹灰砂浆加入5%的抗裂纤维。抹灰应抹平外墙砖（文化砖），窗台处略高3~5mm。厚度超过30mm的洞口抹灰必须采取加强措施。4)、门窗框安装时，有文化砖角砖翻边的洞口，框边距文化砖15mm安装定位，外墙面砖翻边的洞口框边距面砖10mm安装。5)、门窗框固定拉片安装时，局部剔打抹灰层，采用机械切割方式，不能因剔打产生大面积空鼓现象。固定拉片的安装深度应大于20mm，确保在补烂后不发生拉片显露、修补开裂和空鼓现象。6)、发泡剂在门窗框精确校正并固定后进行，施打前缝隙内灰尘、建渣等杂物用专业吹风机清理干净，缝内发泡剂填塞饱满。溢出框边发泡剂切割整齐。用于调校的木楔必须清理干净。7)、外墙密封胶在门窗扇、玻璃安装前施打，光滑连续、均匀，粘接可靠。内墙密封胶在竣工验收收尾时进行，为防止内墙密封胶开裂脱落，内墙腻子表面刷一道801胶水进行界面处理（由塑钢分包单位负责处理）。8)、成品保护措施：外墙门窗施工全过程中注意成品保护、交叉污染。9)、外窗安装竣工后需进行淋水试验。（竣工交验后，物业统一进行外墙的清洗时进行）30 10)、对墙体洞口的要求：a.门窗的洞口应采用预留洞口法安装，不得采用边安装边砌洞口的做法，对多孔砖和砌块砖的墙体门窗洞口周报必须预埋好砼砖或采用标砖砌筑。b.门窗及玻璃安装应在墙体湿作业完工且硬化的前提下进行，当需要在湿作业前进行施工时，应采取防护措施。c.对于同一类型的门窗及其相邻的上下、左右，洞口应保持通线，洞口应横平竖直，洞的允许偏差应在规范允许范围内。d.安装门窗时的温度不宜低于5℃。e.门窗洞口尺寸验收合格后，并办好工种交接手续后方可进行安装。11)、施工前的准备工作：a.门窗及其部件、配件等，在运输保管和施工过程中，应采取防止其损坏或变形的措施。b.门窗的堆放地点应洁净、平整，以免砂石、灰尘等杂物进入玻璃槽、排气孔内，不得堆放在露天，避免日晒雨淋，并不得与腐蚀物质接触，不应直接接触地面，下部应用方木垫，且应立放，立放的角度不应小于70°，并采取防倾倒措施。c.温度对塑钢门窗的影响较大，所以它的贮存温度不应大于50℃，与热源的距离不应小于1m。门窗在现场的安放应不超过二个月即行安装。当存放门窗的地方环境温度低于0℃时，安装前应在室温下放置24小时。d.安装用的主要机具和工具应完备，材料应齐全，量具应定期检验，当达不到要求时应及时更换。e.门窗安装前，应按设计图纸的要求检查门窗的数量、品种、规格、开启方向、外形等，门窗的五金件、密封条、紧固件等应齐全，不合格者应予以更换。f.门窗安装前应先进行样板房塑钢门窗成品安装。由甲方组织供货商对施工单位进行门窗安装示范及技术指导培训。安装完成后由施工单位、供货商、监理、甲方共同对样板房塑钢门窗进行外墙喷淋试验，喷淋时间不少于30分钟，依次检验塑钢门窗及门窗洞口渗漏情况，验收合格甲方才允许供货商开始批量供货。12)、门窗安装：a.应将不同规格和型号的门窗搬到相应的洞口旁竖放，当发现保护膜脱落时，应补贴，并应在框的上下边划好中线。b.在窗洞口也划好中线和水平标高线，检查上下边的位置及其内外的朝向，并确认无误后再行固定。c.当门窗装入洞口时其上下框的中线应与洞口中线对齐。上下的四角及横框的对称位置应用木楔塞紧作临时固定。然后按设计要求确定门窗在墙体厚度方向的位置，并调整好垂直度、水平度及直角。d.门窗框与洞口之间的缝内腔采用发泡剂填实e.门锁与执手等五金配件应安装牢固，位置正确，开关灵活。f.门窗安装边框与墙体洞口之间发泡剂充填、硅胶槽留置方式等应符合JGJ103—96标准。13)、门窗安装后的成品保护：a.30 门窗在安装过程中及验收前，采取可靠的保护措施不得污损。b.已安装的门窗框洞口不得作为运料通道。c.严禁在门窗框上、扇上安装脚手架，悬挂重物。外脚手架不得顶压在门窗框上，并严禁蹬踩窗框、窗扇或窗撑。d.应防止利器划伤门窗表面；应防止电、热和焊花烧伤或烫伤面层。e.门窗框的上槛及两侧用胶带纸、薄膜保护好，下槛用九夹板制成马蹄形盖板保护。14)、门窗淋水试验：a.在外粉刷及塑钢门窗安装完成后，用水喷淋墙面，每个冲淋面持续时间不少于1个小时，到房间内逐一检查门窗有无渗水现象，其结果须经监理及甲方代表验收认可。b.下大雨时，雨后及时到房间逐一检查门窗有无渗水现象，其结果亦须经监理及甲方代表验收认可。15)、内门框不做。第九条油漆工程施工9.1.施工条件：a.油漆工程应在抹灰工程、地面工程、木装饰工程、水暖电气工程全部完成后方可施工，油漆工程应保持周围环境清洁。b.一般油漆工程施工时的环境温度不宜低于10℃，相对湿度不宜大于60%，遇大风、雨雾等情况时，油漆工程不宜施工。c.冬期施工室内油漆工程时，应在采暖条件下进行，室温保持均衡。d.油漆干燥前应防止尘土的沾污和热空气的侵袭。e.油漆施工时应将不涂油漆的部位遮盖严密，以防污染。f.油漆工程施工前应根据设计要求做样板间或样板件，经设计、监理及甲方代表同意认可后，方可进行大面积施工。9.2.基层处理：a.在油漆时，构件表面含水率不宜大于12%，砼和抹灰面的含水率不宜大于8%，金属面基层表面不可有湿气。b.油漆工程涂抹腻子应坚实牢固，不得有起皮和裂缝。c.厨房、卫生间内的油漆，应使用具有防水性能的腻子，腻子干燥后应打磨平整光滑，并清理干净。9.3.混色油漆：a.刷底油时，木料表面、门窗玻璃口四周内需刷到刷均，不可遗漏。b.木材表面的缝隙、毛刺、戗茬和脂囊修正后，应用腻子填补，并用砂纸磨光，较大的脂囊应用相同材料的木材用胶钻嵌。c.打磨砂纸要光滑，不能磨穿油底，不可损坏棱角。d.涂刷油漆时应横平竖直，纵横交错，均匀一致。涂刷顺序应先上后下，先内后外，先浅后深，按木纹方向理平、理直。e.每遍油漆应涂刷均匀，各层必须结合牢固，下一遍油漆应待前一遍油漆干燥后进行施工。30 9.4.金属面油漆：a.油漆施工前金属表面的油污、锈斑、鳞皮、毛刺、尘土等必须清理干净。b.防锈油漆不得遗漏，且涂刷要均匀到位c.防锈漆和第一遍油漆应在设备管道安装就位前涂刷，最后一遍应在刷浆工程完成之后涂刷。d.金属表面除锈后应在8小时内（湿度大时为4小时）尽快刷漆，待底漆充分干燥后再刷后一道油漆，其间隔时间视具体条件而定，一般不应少于36小时，第一遍和第二遍防锈漆间隔不能超过7天，当第二遍防锈漆干燥后，应尽快刷第一遍油漆。第十条室外道路工程10.1.施工前应根据设计图纸和水准点的要求，每隔200-300m设一个临时水准点。道路中心桩桩距在直线段一般为20m，曲线段为10m。地形变化处可视实际情况适当加密，并在施工过程中妥善保护。10.2.路基施工前应复验沟槽回填质量。如未达到规定要求，应采取补救措施。10.3.挖土应由边到中，利于排水，分层循序进行。挖土过程中应保持一定的纵、横坡度，以利排水。不得挖成坑塘，严禁掏空挖土。10.4.路基超挖，应用合适的筑路材料填补压实。10.5.路基土，不得使用腐殖土、生活垃圾、淤泥、冻土块，也不得含草、树根等杂物，超过100mm粒径的土块应打碎，填土必须分层压实，在压实前应仔细整平，作出路拱。10.6.压路机碾压时，应先轻后重、先稳后震、先慢后快、先边后中、先高后低以及轮迹要重叠，重叠宽度二轮压路机为300mm，三轮压路机为后轮宽度的一半。10.7.土路基压实后不得有松散、弹簧、翻浆及表面不平整现象。10.8.碎石基层宜采用8-10T压路机，碾压速度一般不超过30m/min，自路边向路中，重叠宽度≮300mm。10.9.立模应在浇筑砼前一天支立完毕，浇筑砼前模板内侧应涂布有效地隔离剂（脱模剂），路面制模时的坡度和道路侧边设置的落水伽俐应对应，以杜绝积水现象。10.10.路面砼浇捣时的塌落度应控制在20—40mm以内，面层必须随捣随光，且严格掌握收手时间进行压光和抽纹工作。砼抹面工作分二次进行,抹面时严禁砼表面洒水或撒水泥,最后成型砼板表面宜有2-5mm厚度的水泥砂浆层.10.11.宽度5m以上的道路分二次制模浇捣，做成双坡，路脊明显成一线。10.12.模板拆除根据气温,一般平均气温5°C,拆模时间为72小时；平均气温10°C,拆模时间为60小时；平均气温15°C,拆模时间为48小时；平均气温20°C,拆模时间为36小时；平均气温25°C,拆模时间为24小时；平均气温30°C以上，拆模时间为18小时。10.13.锯缝缝宽一般为5-8mm，锯缝时间自水泥砼成型后开始计算，一般平均气温5°C,,适宜锯缝时间为4天；平均气温10°C,适宜锯缝时间为3天；平均气温15°C,适宜锯缝时间为2天；平均气温20°C,适宜锯缝时间为1.5天；平均气温25°C,适宜锯缝时间为1天；平均气温30°C以上，适宜锯缝时间为1-0.5天，需实测试锯确定。10.14.伸缩缝用黑色建筑油膏嵌填，伸缩缝挺直成一线，宽窄一致。30 10.1.路面养护是道路施工的一个重要环节，路面浇捣后达到一定的强度应浇水养护，并覆盖草袋，不得在养护期内上人或堆放材料。10.2.完成后的路面应保持路面清洁，且有专人清扫，保持小区道路的整洁。10.3.道路侧石施工时，根据道路的坡度，接通线施工。侧石与路边缘的伸缩缝应大小一致，侧石与侧石之间的接缝必须平齐，缝宽为10mm，用1：2水泥砂浆嵌填密实。成型后的道路侧石应刷黄、黑相间的调和漆二度以形成和路在高差的明显标记。10.4.彩色人行道铺砌必须平整稳定，纵横缝顺直，排列整齐，缝隙均匀，灌缝饱满，不得有积水或翘动。第十一条砌筑工程11.1质量验收标准观感质量1.砌体（超过200的墙体）双线控制、标高控制符合设计要求；2.组砌方法正确，上下错缝，交接处咬槎搭砌；灰缝饱满，水平灰缝控制在8～12mm，厚薄一致，横平竖直；平整清洁；无透明缝、瞎缝和通缝；3.门窗洞口留置尺寸应符合设计要求；洞口上下水平成线，两侧竖向平行垂直；4.空心砖或多孔砖墙在地面或楼面上先砌三皮至四皮实心砖，后塞口应符合设计要求和抗震标准规定；5.构造柱混凝土浇筑密实，平整光洁，无蜂窝、麻面，无露筋、露骨料等缺陷；接槎平顺，无涨模、溃模情况；顶部后浇口与梁交接处浇筑密实，多浇筑的砼剔除平整；马牙槎配砖正确，整齐美观，无漏浆、流挂现象；6.混凝土防水反坎浇注密实，轴线、几何尺寸符合设计要求，上口平顺；7.过梁、窗台板等二次结构浇注密实，平整光洁，无蜂窝、麻面，无露筋、露骨料等缺陷；窗台板内高外低；8.填充墙与砼交接处按规范正确设置拉结筋；9.预留箱、盘、管、线等设备洞口、沟槽应符合设计要求，规整统一；采用先砌后安装工艺时，使用专用切割机开槽。实测实量质量几何尺寸平整度垂直度方正性外门窗洞口尺寸[0，8]mm[0，5]mm[0，10]mm[－5，10]mm砌筑节点1.外门窗框预制块：采用预制混凝土块、实心砖（有混凝土企口及采用实心页岩砖砌筑除外）；宽度同墙厚；长度不小于200mm；高度应与砌块同高或砌块高度的1/2且不小于100mm；最上部（或最下部）的混凝土块中心距洞口上下边的距离为150～200mm；对称分布；空心砖墙体门窗洞边200mm内的孔洞须用细石砼填实；2.现浇窗台板：宽同墙厚，高度≥100mm，每边入墙内≥200mm（不足200mm通长设置）；30 3.现浇构造柱：底、顶部各预留或植4根钢筋，砼一次浇注至梁底，且密实；板底二次灌缝；4.洞口（大于600mm）的过梁：同墙宽，入墙不少于250mm。因平面限制，入墙小于15cm时，采用锚固及现浇；5.不同基体（含各类线槽）镀锌钢丝网（网格不大于15×15，直径不小于0.7mm）或耐碱玻纤网（需放置与两层抹灰之间），基体搭接不小于100mm；挂网前墙体高低差部分采用水泥砂浆填补。11.2．施工流程清理基层→排列砌块→定位放线→立皮数杆→后置拉结钢筋→墙根坎台施工→选砌块→浇水湿润→满铺砂浆→摆砌块→安装或浇注门窗过梁→浇注砼构造柱、圈梁→砌筑顶砖。（建议外墙顶砌位置采用预留3-5cm膨胀细石混凝土封堵，有利于防水效果）11.3.施工工艺5.1砌筑工艺5.1.1砌体墙管线埋设方法：采用专用U型砌体或（1）使用专用工具根据线管直径开槽切割管线槽；（2）安放PVC管；（3）（最迟）于抹灰10～15天之前，将剔槽用C20细石混凝土碾实填补；（4）表面做抗裂钢丝网处理后抹灰。5.1.2穿线管处砌体加强作法30 5.1.4住宅入户箱处做法：入户门配电箱预埋线管部分、弱电箱部分及墙上管线集中部分采用细石混凝土浇实（表面须铺钉钢丝网），严防墙面开裂现象发生。5.1.6墙体顶部与梁底后塞口8度构造要求。5.1.7构造柱后浇口浇筑做法：（1）支模时，将构造柱顶部模板处理成反漏斗形；（2）从预留漏斗形处浇筑混凝土，将砼多浇筑3—5CM；（3）拆模一周后将多浇筑的砼剔除。5.2组砌工艺30 5.2.1构造柱两侧组砌方式（1）门窗洞两侧须采用不小于120mm的实心砖砌筑；（2）实心砖与多孔砖之间的竖缝须错缝（不能是通缝）；5.2.2门洞组砌方式（1）门窗洞两侧须采用不小于120mm的实心砖砌筑；（2）实心砖与多孔砖之间的竖缝须错缝（不能是通缝）；30 5.2.3窗洞组砌方式（1）门窗洞两侧须采用不小于120mm的实心砖砌筑；（2）实心砖与多孔砖之间的竖缝须错缝（不能是通缝）；11.4.常见质量通病及防治措施质量通病防治措施外墙渗漏1.所有外墙的窗台均设置C20混凝土压顶，截面为墙厚×60；压顶上口内侧高出外侧2cm。2.压顶支模采用专用夹具，不得在墙上留孔（开洞）以此减低外墙渗水几率30 3.对外墙砌体的要求：要求外墙临外侧墙体砌筑时，随砌随勾缝要求混凝土压顶（包括空调板）等后浇混凝土，浇筑之前必须进行做浆，将砖缝塞填密实。4.外墙架管洞堵塞外墙抹灰前须对不同材料交界处进行检查及处理，封堵方法是：（1）剔除洞内所有耳灰；（2）用清水冲洗干净；（3）C20砼分2～3次封堵严实；（4）养护3～5天。30 厨卫间墙体渗漏1.反槛为防止厨卫间墙体部位渗水，解决给水管道水平埋设问题，厨卫间四周设墙厚乘以200mm高C20砼反槛。第十二条室外下水道工程12.1.严禁扰动槽底土壤，如发生超挖，严禁用土回填，可采用碎石回填夯实至标高。12.2.槽底不得受水浸泡或受冻。12.3.管道铺设时，管道必须垫稳，管底坡度不得倒流水，缝宽应均匀，管道内不得有泥土、砖石、砂浆、木块等杂物。12.4.承插口或企口多种接口应平直，环形间隙应均匀、灰口应整齐、密实、饱满、不得有裂缝、空鼓等现象。12.5.承插排水管和管件的承口应与水流方向相反。12.6.检查井井壁必须垂直、不得有通缝，必须保证灰浆饱满、灰缝平整、抹面压光，不得有裂缝、空鼓等现象。12.7.井框、井盖必须完整无损、安装平整、位置正确，井身尺寸安装允许偏差20mm，井盖高程允许偏差20mm，路面部分井盖高程允许偏差3mm，井底高程D≤1000mm，允许偏差10mm。12.8.雨水进水口连管必须顺直、坡度一般为3-5%。12.9.污水管、雨污水合流管必须作闭水试验。12.10.沟槽回填时，在管顶500mm内，不得回填大于100mm的石块、砖块等杂物。12.11.沟槽回填时，槽内应无积水，不得回填淤泥、腐植土、冻土及有机物质。12.12.沟槽回填应分层夯实，每层铺筑厚度为30mm。第二部分电气安装工程第十三条电气管路敷设13.1.专人按图纸及有关规范要求对电气管路的出口定位，座标不差50mm，同层标高不差5mm；开关离门边200mm、同层不差5mm；相近出口最小间距300mm。13.2.钢管联接，2寸以上用套筒焊实，2寸以下（含2寸）用丝扣连接露出二牙并油漆，用6－8mm钢筋跨接，焊缝长为跨筋的6倍直径，并将所有的金属体跨成接地网络。15.1.30 PVC刚性塑料管采用套管连接，接头处除污除油胶接面大，胶水质量施工前实测不准有粘性不足和过期结块。13.3埋管在砼中必须罩底筋中间，弯头100－150mm处和水平间距1.5m处扎钢丝固定，登高处用6mm钢筋支撑；管进箱盒应顺直，φ50及以下管径钢管用纳子固定，丝口露出箱盒二牙、φ65及以上管径钢管用电焊点焊固定，露出箱盒30-50mm，管口加护圈保护；PVC刚性塑料管用专用纳子固定。13.4埋管在砖墙中，先弹一开槽线机器包槽（不准手工强凿），管子埋深距离大于15mm，在转弯终端处100mm及间距约1m处扎钢丝固定13.5管路长于15m，弯头3只（盒）以上必须穿好铅丝，施工完后要自检互检专检无误，采取切实有效的防堵措施，在浇捣时派专人看管，如发生意外，采取应急措施。13.6箱盒在砼中作二次施工，先预埋木盒，待土建粉刷前再行埋箱盒，以保证标高、深浅、横平竖直，座标误差不超过50mm、标高误差不超过5mm。第十四条管内穿线及柜箱搭头14.1.线径按图纸标定，为维修方便安全及三相均匀，线色标相线为黄、绿、红色，零线为蓝色，PE线为黄绿双色；多股线搭头10平方以下，做羊眼圈搪锡，以上用镀锌铜接头压结搭头。14.2.线进箱柜宜放一定余量，一般进线在左，出线在右，铁管要用护圈。14.3在开关、插座进桩头为一头一线，不准串接；多线并头搪锡，做到饱满光亮且用三点抱压式专用压接钳连接.14.4粗线搭头垫片、弹簧垫片齐全，一桩最多二线且增弹簧垫片一片。14.5线在箱柜内绑成一体，排列横平竖直、合理美观，搭头处无裸露、紧实无松动。14.6管内导线总面积不应超过线管内径截面积的40%。第十五条箱柜安装15.1.箱柜安装横平竖直，安装牢固不晃，柜底边与槽钢无明显缝隙，在潮湿处槽钢下有100mm砼基础。暗式箱柜箱盖紧贴墙面，箱体与建筑物接触部分应刷防锈漆。15.2.箱柜体、箱柜门、槽钢皆要可靠接地，进柜接地体明显，接地线不串接，箱柜内零排、接地排分开。15.3进箱柜管孔不准气电开孔，应用孔刀机械开孔，直径合适，切口整齐；2寸以下要用纳子接头。第十六条灯具、开关、插座安装16.1.插座、开关按图纸标高要求安装，箱盒内清洁，如铁制预埋盒则内部须防锈，插座上地右相左零，开关向下为开，板面用两只同类螺丝固定，螺眼用饰盖封没，板面横平竖直，与墙面平整、清洁.16.2.灯罩口直径大于250mm（含）灯具不用元木、小于的用元木，固定用塑料膨胀螺丝，装在平顶中间，楼梯灯保持上下一致，木轧灯头线打缓冲结，并头线一定要搪锡压接。16.3.有接地标志的灯具或安装高度低于2.4m的应可靠接地。16.4螺口灯具的相线必须接在中心触点的端子上。30 16.5.单相三眼插座安装、接线应一致，右边为相线。第十五条防雷接地、工作接地17.1.工作接地用40×40mm镀锌扁铁引出，搭接倍数为扁铁宽度的2倍，焊四面，焊缝饱满，无碴无瘤，油漆防腐。17.2.接地极为镀锌角铁50×50×5mm，长度2500mm，二极间距5m，角铁顶端离地0.7m，角铁离墙3m以上，接地电阻满足设计要求，无规定时必须小于4W，进柜要明显，一般设在左侧，宜设柜左前100mm。17.3.利用桩头主筋同柱头主筋引至屋面，主筋每组点最少焊接二根，搭接倍数为钢筋直径的6倍以上焊二侧，并用油漆作标志.17.4室外测试点用100×100×8mm铁板预埋，40×4mm镀锌扁铁引出向下作90°平弯，搭接倍数为扁铁宽度的2倍以上焊三侧，标高离室外地坪500mm，扁铁弯曲离墙面20mm，垂直向下50mm，中心钻Φ11孔1个。第十六条屋面避雷带18.1.材料规格严格控制在大于25×4mm截面，镀锌良好不剥落，镀成光亮平滑，搭接倍数大于宽度2倍以上，焊接饱满，严禁T字搭接。18.2.引上主扁铁与平敷体同宽，采用立弯，并明显作接地标志。18.3.避雷带支撑在墙体中，宽墙距外边150mm，高度为150mm，转弯处支撑点距转角250－300mm，间距为1m，焊前排平做直，焊接一直线。18.4.屋面最高金属体必须与避雷带连接，接点宜为二处。18.5接地电阻测试作为隐蔽验收，必须经业主、监理认可签字，雨天不宜测试测试层为基础一、四、六、九、十二层，阻值达设计要求，无要求为4W。18.6焊缝不绞肉、不夹碴、无焊瘤，铲除焊粉碴，防锈漆二度，银粉漆一度，油漆光泽平均.第三部分给排水安装工程第十九条埋地管道安装19.1.给水埋地管道敷设a.室内出地坪管待土建回土夯实后敷设在砖墩上。b.在做好存水试压试验后经业主监理认可签证后再行复土。c.对非UPVC管，如铁管一律作防腐处理，并做好防堵保护处理。19.2.排水埋地管敷设a.按图施工据图配合土建，预留墙洞，对墙洞的大小、位置、高低一定要自检互检复测。b.首先按规范要求砌砖墩，待土建回土夯实后，我方敷设在砖墩上，敷设时严格按设计和规范要求坡度施工。一般坡度2%—5%。c.30 排水隐蔽前灌水试验，水高度不低于底层地面高度，满水15分钟后，再灌满观测5分钟，液面不下降，验收合格办签，复软土，软土的宽度为管径的2.5倍，厚度高出管面100mm。d.灌水试验前一、二天通知业主、监理共同验收，验收合格办签，做好隐蔽手续。第二十条室内总管及支管安装20.1.土建结构封顶及时弹出正确的500基准线，做出墙面粉刷塌饼后再行机器刨槽，严禁手工强凿，如敷设明管、待土建粉刷后再可施工。20.2.竖井内安装应事前考虑好走向排列从系统分割、维修、保温、美观上考虑，支架间距按规范同径一致，且审图保证管道横平竖直。20.3.暗支管的敷设要机器刨槽，深度为管外平、低于墙面10mm且在转弯的100—150mm中间间隔1m左右设铅丝扎紧，以防水击或墙面开裂。20.4.结水管道管卡的安装，同室的多根立管标高应一致。短管长度大于200mm以及在转角、水表、水龙头或角阀、末端的100mm处应设管卡固定。管卡安装必须牢固，不得用木榫塞入洞孔，也不得使用混合砂浆补洞。管卡宜为抱箍式，不得使用钩钉。20.5.冷热水管道安装应横平竖直，严格控制标高，不得穿越卧室、贮藏室、配电间电器的柜箱之上，UPVC管远离热源距灶边400mm以上、距供暖管200mm以上。20.6.如暗管在施工中特别注意接口的严密和牢固，并作好防腐再粉刷作好试压试验，业主、监理认可后签证入档，试验压力≥1.5倍工作压力。20.7.冷热水管的笼头（出水口）应平行安装，间距符合规范要求，高差≤5mm，管道上热下冷，笼头左热右冷。20.8.UPVC冷水粘接胶水尖施工前检验试验，业主、监理认可后，试能粘接处无污无油，粘接面大，丝牙绞接露2—3牙。20.9.给水总管及层面支管的试压，按总管阶段先行后支管每层完每层试，以便及早发现及时处理。20.10.屋面给水管道的保温应粘贴或包扎紧密，表面平整，圆弧均匀，不得有明显的缝隙、开裂、空鼓等现象。20.11.竣工验收时给水管道的试压为工作压力的1.5倍，10分钟压力下降小于0.5kg为合格，业主、监理认可签证归档。第二十一条UPVC排水管道安装21.1.管材管件须有合格证书，供货商的供货资质由有关政府部门认可，产品上有明显的标牌、名称、规格、生产日期和检验代号。21.2.管材管件的颜色应一致，光泽均匀，内外壁光滑、平整、无气泡、无裂缝凹陷，壁厚一致，厚度达产品规范要求，管材管件胶水应同一厂家供应。21.3.主管安装程序：先吊垂线，定位墙帽支架，保证侧面正面垂直，不准用木质或砖质作填充物，支架墙帽不准松动。21.4.伸缩节设置应近水流汇合配件，在层高不大于4m设一只，大于时根据伸缩量决定，管子塞入时用力均匀，避免顶坏；立管出屋面时设放大二档的套管，检修孔设在1、3、6层（多层）、1、4、7、10层（高层）。30 21.5.横支管配件至立管超2m时设伸缩节，伸缩节间距不得大于4m，支管的吊卡用罗体式的膨胀罗丝，严禁击穿楼板，用吊梗以防渗防漏，横支架坡度25‰—35‰坡，不允许有倒返势和袋势。21.6.管道敷设完毕对管道的横平竖直、坡度、吊卡的力点、标高、牢固度，出水口的标高、间距，马桶出口坐标，地漏标高、坐标，配件的设置要求，作全数的自检、互检和专检，然后用塑料膜作产品保护。21.7.为了保障出墙洞口的一致直线性，对空调洞、排气洞、浴霸出口、风口洞作二次施工，先木壳预埋后装套管。21.8.底层和有卫生器具的最高层排水立管必须设置检查口。检查口的朝向应便于维修。暗装立管在检查口处的检修门规格一般不宜小于300*300mm，不得将检查口封死。21.9.透气管直接接出屋面时，管道四周应进行密封处理确保平顶不得有渗漏现象。排水立管与排水出户管连接的转弯处应砌砖墩支撑牢固，不得敷设在松软的回填土。室内90°弯头处应有吊架或托架固定。第三部分相关设置标准一、住宅各类房间标高统一如下：1、阳台：生活阳台标高为楼层标高-100；入户花园、客厅与卧室阳台标高为：楼层标高-502、厨房：楼层标高-503、卫生间标高：楼层标高-80，原则不能采用下沉式结构。4、厨卫房间：地面不能出现台阶，天棚外侧房间不能出现梁台阶，上述问题结构采用降梁或采用台阶梁处理。二、地下室剪力墙水平施工缝、基础与剪力墙后浇带统一做法如下：剪力墙水平施工缝:基础后浇带：30 顶板后浇带：剪力墙后浇带：30 三、室内各种空调洞、排烟洞、排气洞统一为：1、室内挂机预留洞：中心距地高度2100，Ф75，中心距墙200。2、室内柜机预留洞:中心距地高度150，Ф75，中心距墙200。3、厨房烟道排烟预留洞：中心距地高度2550，Ф160；热水器排汽预留洞:中心距地高度2200，Ф90。4、厕所排气预留洞：中心距地高度2600，Ф110。5、厨房门窗无垛时，门窗设置附窗考虑天然气通道。四、室内墙垛凡位于剪力墙与构造柱处且≤100，采用与剪力墙或构造柱同标号的素砼一起浇筑。五、厨房带生活阳台取消厨房地漏，此处阳台门取消下档；独立厨房设置地漏，不设过水洞。地漏标高设置原则：厨卫冒出地面保护层15；阳台低于地面保护层5。六、砌体图以销售图为准。七、设计院需提供外墙不同饰面分界图，原则：全阴阳台、入户花园滴水线为界，外围纸面砖、内为外墙涂料；还需提供砌体构造柱、边框平面布置图。八、地下室、地面措施表以甲方统一标准为准。内部资料，请勿外传！30 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