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'地下防水施工方案目录1、编制依据..............................................................................................................11.1规范、规程....................................................................................................11.2地方标准........................................................................................................11.3施组、图纸......................................................................................................12、工程概况...............................................................................................................12.1项目概况........................................................................................................12.2项目设计概况................................................................................................13、施工准备...............................................................................................................23.1技术准备........................................................................................................23.2机具准备........................................................................................................33.3材料准备........................................................................................................43.4现场准备........................................................................................................64、施工安排...............................................................................................................74.1地下室防水工程总安排................................................................................74.2工程施工组织安排........................................................................................74.3施工工序安排................................................................................................84.4专业施工队安排............................................................................................95、卷材防水施工工艺.............................................................................................95.1卷材防水施工方法及技术要求....................................................................95.2永久性保护墙施工......................................................................................115.3基础底板防水卷材施工..............................................................................115.4地下室外墙防水卷材施工..........................................................................136、防水混凝土施工工艺.....................................................................................156.1防水混凝土施工要求..................................................................................156.2基础底板防水混凝土施工..........................................................................176.3外墙防水混凝土施工..................................................................................18
地下防水施工方案6.4顶板防水混凝土施工..................................................................................186.5地下室外墙施工缝施工..............................................................................186.6混凝土养护..................................................................................................197、细部构造............................................................................................................238、质量控制措施...................................................................................................239、质量标准............................................................................................................239.1防水混凝土施工质量标准..........................................................................239.2卷材防水施工质量标准..............................................................................2310、安全文明施工...................................................................................................2411、环保措施及注意事项....................................................................................25
地下防水施工方案1、编制依据1.1规范、规程《混凝土结构工程施工质量验收规范》GB50204-2002（2011版）《地下防水工程质量验收规范》GB50208-2011《地下工程防水技术规范》GB50108-2008《建筑工程施工质量验收统一标准》GB50300-20011.2地方标准《北京市标准建筑结构长城杯工程质量评审标准》DBJ／TO1-69-2003《地下室防水工程技术规程》DB11/367-26-20061.3施组、图纸未来科技城南区（鲁疃村）定向安置房项目施工图纸《未来科技城南区（鲁疃村）定向安置房项目·施工组织设计》未来科技城南区（鲁疃村）定向安置房项目25#楼设计变更、洽商等相关的设计文件2、工程概况2.1项目概况工程名称建设单位设计单位监理单位总承包单位监督单位质量目标确保“北京市结构长城杯”文明施工要求获得“北京市绿色施工文明安全工地”2.2项目设计概况第26页共25页
地下防水施工方案2.2.1建筑设计概况2.2.1防水设计概况序号设防部位设防体系设防做法1基础底板及地下室外墙两道设防：混凝土自防水+柔性防水⑴混凝土自防水：抗渗等级为P6钢筋混凝土；⑵柔性防水：4+3厚聚酯胎II型SBS改性沥青防水卷材2基础底板导墙设置阻水措施加钢板止水带3地下室墙体竖向施工缝设置阻水措施加钢板止水带4地下室墙体水平施工缝设置阻水措施加遇水膨胀止水条5地下室竖向后浇带设置阻水措施加钢板止水带6地下室外墙模板工程设置阻水措施地下室室外地坪标高以下采用止水螺栓3、施工准备3.1技术准备3.1.1项目部技术人员编制施工方案、技术交底，并力求施工方案的针对性强、技术交底的可操作性强。为了提高项目部管理人员对本工程的掌握能力及施工队工人质量意识，将针对相关容易出现问题的环节组织培训，培训计划见下表：人员培训计划表序号组织者内容参与人员方式1项目总工本工程图纸技术员、质检员、工长及其他有关人员会议学习第26页共25页
地下防水施工方案2项目总工本工程防水涉及的有关范、规程、图集等技术员、质检员、工长及其他有关人员会议学习3项目总工防水混凝土技术员、质检员、工长及其他有关人员会议学习4项目总工防水卷材卷材粘贴技术员、质检员、工长及其他有关人员会议学习3.1.2在防水工程重难点施工前，技术人员对工班长进行交底，并由工班长对工人进行逐级交底、培训。3.1.3防水工程施工过程中，如遇现场情况变化，及时通知项目部技术室，待现场情况查明后，再行施工。3.1.4现场施工人员需要技术培训，并取得了上岗证书后才能进行防水工程施工。3.1.5现场施工前，施工人员须向项目部安全室开动火证，未经项目部同意，严禁现场明火作业。3.2机具准备现场防水工程施工前，需提前准备相关机具，具体见下表：序号名称型号数量用途1塔吊STT153型1台吊运机具、材料、混凝土2泵车HBT-801台泵送混凝土3振捣棒ZX305把振捣混凝土4空压机50-Ⅰ1台基层清理第26页共25页
地下防水施工方案5小扫把/20把6小平铲/20把7钢丝刷/20把8裁剪刀/30把裁剪卷材9壁纸刀/30把10卷尺5m10把丈量工具11铁桶20L30个装冷底子油12滚动刷Φ60×300mm60把涂刷冷底子油13压子小型30个压实卷材接缝14喷灯3.6Kg30个烘烤热熔卷材15手持压滚Φ40×50mm30个压实卷材16干粉灭火器/20个预防火灾3.3材料准备3.3.1防水材料25#楼地下防水采用4+3mm厚聚脂胎SBS改性沥青防水卷材，卷材幅宽宽1米，每卷卷材长10米。卷材进场时必须有出厂合格证，及北京市建委办颁发的防水材料使用认证书，并按规定进行现场取样复试，复试合格后方准使用。根据工程量初步统计，现场防水工程所需材料见下表数：序号防水材料使用部位工程量1防水卷材（4mm厚）基础底板2600㎡第26页共25页
地下防水施工方案2防水卷材（3mm厚）2600㎡3防水卷材（4mm厚）地下室外墙2400㎡4防水卷材（3mm厚）2400㎡53000*300*3止水钢板底板导墙、外墙竖向施工缝及后浇带350m6遇水膨胀止水条外墙水平施工缝700m3.3.2原材进场地下防水工程所需材料需提前进场，进场时验收通过后，根据相要求存放。3.3.3原材存放（1）防水材料在贮存堆放时，应按照不同类型、规格的产品分别堆放，不应混杂。（2）贮存时应于明显处设置材料标识牌。标识牌上所反映的信息必须与实际情况一致。（3）防水材料贮存应避免日晒雨淋，注意通风。（4）防水卷材必须立放，防止倾斜或横压，必要时加盖篷布。贮存温度不应高于45℃。立放贮存时，高度不应超过2层。贮存期自生产日起为1年。3.3.4其他材料、机具（1）不燃材料及相关机具分类堆放，做到整齐划一。（2）.汽油喷灯等危险品堆放在专门的库房里，摆放整齐。3.4现场准备3.4.1防水混凝土施工现场准备（1）现场钢筋绑扎连接、模板安装已验收通过；（2）现场泵车、泵管已准备完毕；（3）现场工人已安排到位；（4）现场混凝土采用预拌混凝土，与搅拌站衔接工作已完毕。3.4.2防水卷材施工现场准备第26页共25页
地下防水施工方案（1）基层坚实、有足够强度，表面清洁，无浮土、砂粒等污物；（2）基层应干燥，含水率应小于9%，具体检测方法为（参考）：用1㎡见方的防水卷材覆盖在基层上3-4小时，揭开卷材后基层表面和卷材覆盖面干燥、无水印则可视基层干燥，可以进行卷材的铺贴。（3）防水卷材合格证、准用证、检验报告、复试报告齐全，材料现场见证取样送检合格。防水施工分包单位资质齐备，现场管理人员和操作人员持证上岗。（4）防水卷材和配套材料均为易燃材料，集中存放，有专人管理，并准备好足够干粉灭火器，严防火灾发生。（5）做好安全防护基坑边已用钢管做好围护，并通过验收。（6）做好照明工作施工照明工作，配备足够灯具。3.5样板制度为保证现场施工质量，本工程实行样板先行制度，各部位施工样板见表施工样板一览表序号样板项目1基础底板防水卷材铺贴现场选1-5/D-F轴防水卷材施工作为基础底板防水卷材施工样板2地下室外墙止水钢板安装现场选1-5/D轴止水钢板安装作为地下室外墙止水钢板安装样板3地下室外墙防水卷材铺贴现场选1-5/D轴止水钢板安装作为地下室外墙止防水卷材铺贴样板4、施工安排4.1地下室防水工程总体安排第26页共25页
地下防水施工方案基础底板垫层、防水导墙施工完毕，达到SBS改性沥青防水卷材铺贴基层要求后，安排防水专业施工队进行底板防水施工，验收完毕，由主体队进行防水保护层施工，并对防水卷材预留设的搭接接头进行保护,然后进行结构施工。结构施工中，墙体根部水平施工缝、竖向施工缝预埋止水钢板。各专业所有地下室穿外墙杆件、套管由各专业进行阻水措施处理等。根据工程总进度计划，防水工程按下表工期进行施工。地下防水工程施工计划序号项目施工日期1基础底板卷材防水2014.4.10~2014.4.152基础底板防水混凝土2014.4.16~2014.4.303地下二层外墙2014.4.30~2014.5.104无上部结构的地下室顶板及水池、人防顶板2014.5.5~2014.5.155地下一层外墙2014.5.10~2014.5.206高低跨处外墙卷材防水2014.5.30~2014.6.57其它外墙卷材防水2014.6.10~2014.6.204.2工程施工组织安排结合我项目部管理组织机构形式及整体工程特点，建立如下图所示“鲁疃村定向安置房项目地下室防水施工组织机构”：4.3施工工序安排由于整个底板面积较大，现场根据后浇带位置及流水施工段分区域流水施工。4.4专业施工队安排第26页共25页
地下防水施工方案SBS卷材防水工程采用分包形式，具体分包商采用招标形式在我公司合格分包商名册中确定，以保证本工程地下室防水卷材施工质量。同时为确保工程如期完工，各阶段防水卷材施工期间，防水专业队必须保证足够人员施工，具体参考如下：卷材防水劳动力组织计划表序号阶段防水工数量备注1底板卷材防水施工阶段100人所有施工人员必须持有有效期内上岗证2地下室外墙卷材防水施工阶段80人混凝土劳动力组织计划表序号施工阶段混凝土工普工1基础底板防水混凝土施工20人10人2外墙防水混凝土施工20人10人5、卷材防水施工工艺5.1卷材防水施工方法及技术要求根据设计要求，本工程基础底板、地下室外墙防水采用两层（4mm+3mm）SBS改性沥青卷材防水，外防外贴法施工。SBS改性沥青防水卷材的铺贴采用热熔法施工。5.1.1材料准备（1）防水卷材：4mm、3mm厚SBS改性沥青防水卷材，卷材幅宽1米，每卷卷材长10米。根据工程量初步统计，所需SBS改性沥青防水卷材准备数量如下：序号部位数量（㎡）备注第26页共25页
地下防水施工方案1基础底板、外墙11000—（2）防水卷材进场必须有出厂合格证及北京市建委颁发的防水材料使用认证书。并按规定进行现场取样复试，复试合格后方准使用。卷材性能复试标准如下：序号项目性能要求1胎体类型聚胎脂2拉力（N）纵向≥800横向≥8003耐热度105℃无滑动、无流淌，无滴落4低温柔度：-25℃绕R=15mm圆棒，无裂纹5不透水性压力0.3MPa不透水保持时间120min6可溶物含量4mm厚≥29003mm厚≥21005.1.2施工方法及技术要求（1）搭接要求：水平面方向，相邻卷材的长、短边搭接均不小于100mm；立面方向，相邻卷材的长、短边搭接均不小于150mm；（2）接头位置：上下两层的长边接缝应彼此错开幅宽的1/2～1/3,相邻两边的短边接缝应相互错开1500mm以上。如接茬赶在导墙、电梯基坑、集水坑等转角附近，卷材接缝留在平面上，并距离立面≥600mm。（3）铺设方向：卷材铺贴时沿长方向进行，两层卷材必须平行铺贴，禁止垂直铺贴，铺贴时先平面后立面。（4）附加层：阴阳角、转角处、后浇带、变形缝、施工缝（水平、竖向）位置、外墙管根等部位必须增加一层附加层，附加层与基层两边各搭接宽度为250mm。第26页共25页
地下防水施工方案（5）卷材铺贴施工顺序为：先做附加层加强层；再做电梯坑、集水坑、塔吊基础、保护墙立面等部位卷材防水层，并将接头引至距离保护墙边不小于600mm的平面位置；然后再做底板平面防水层；最后进行热熔封边处理。在永久性保护墙上满粘卷材，粘贴要牢固。在临时保护墙上可虚铺卷材并将卷材固定在临时保护墙上端，用1：3白灰砂浆砌一层砖做为保护层，以保护接头不被损坏和沾污。5.2永久性保护墙施工外墙防水导墙：采用灰砂砖砌筑240墙，墙高为基础底板厚+300mm，其中最上面用2皮灰砂砖压住防水卷材，用水泥砂浆砌筑（该处卷材虚铺），待外墙立面卷材施工时将该部位2皮灰砂砖拆掉，接头位置下移，避免卷材在同一部位反复弯折而造成断裂。详见下图：5.3基础底板防水卷材施工5.3.1施工流程基层清理→涂刷基层处理剂→铺贴附加层卷材→大面积卷材铺贴→边缝处理→清扫、自检、验收5.3.2基层清理基层坚实、平整、有足够强度，表面清洁，无浮土、砂粒等污物；对于表面突起物应以铲刀削平，不允许有凹凸不平及起砂现象。阴阳角等部位用水泥砂浆抹出半径不小于50mm的圆弧角。基层表面平整度检查：2m靠尺检查，找平层与靠尺最大空隙≤5mm。基层应干燥，含水率应小于9%，具体检测方法如下：用1㎡见方的SBS改性沥青防水卷材覆盖在基层上3-4小时，揭开后卷材后基层表面和卷材覆盖面干燥、无水印则可视基层干燥，可以进行卷材的铺贴。防水基层验收合格，办理隐检后，方可进行下道工序。第26页共25页
地下防水施工方案5.3.3基层处理剂涂刷将基层处理剂搅拌均匀后，均匀涂布在干净的基层上，不得有漏涂和透底现象，干燥4小时，手感不粘时方可进行下道工序。5.3.4铺贴附加层阴阳角部位加铺一层4mm厚卷材附加层，将卷材裁成相应的形状进行满贴，宽度500mm。附加层施工必须粘贴牢固，施工要细心。项目质检员对此部位专门做隐蔽工程检查，并作书面记录。5.3.5大面积卷材铺贴第26页共25页
地下防水施工方案（1）首先，用小白线和彩色粉弹线分档、确定卷材实际铺贴位置、铺贴间距，应符合前面有关卷材铺贴技术要求。然后选择底板3米×8米范围内做样板。经项目验收合格后，进行大面积施工。（2）大面积卷材铺贴：卷材铺帖，必须按弹出的分档线进行，减少阴阳角和大面积的接头；按分档位置要求，将改性沥青防水卷材按铺贴长度和弹线尺寸裁剪并卷好备用，操作时将已卷好的卷材端头比齐开始铺的起点，按照弹好的线，手扶卷材两端向前缓缓滚动向前铺设，使卷材平铺于基层上，要求用力均匀、不窝气，掌握好铺设压边宽度。然后点燃乙烷气喷灯，掀开卷材，加热基层与卷材交接处，喷灯与加热面保持300mm左右的距离，往返喷烤，观察当卷材的沥青刚刚熔化时，压合至边缘挤出沥青粘牢。卷材与底板采用条粘法，卷材与卷材之间为满粘。（3）对于平面与立面相连的卷材（如：永久性保护墙立面卷材），应先铺贴平面部分，然后由下向上满粘铺贴立面卷材，同时注意使卷材紧贴阴、阳角。上端留设30cm卷材长度，与将来外墙立面防水卷材搭接连接交圈。对于该段防水卷材甩头，虚铺于保护墙上平面，并盖油毡，上砌两皮灰砂砖临时保护墙进行保护。5.3.6热熔封边接缝处用喷灯热熔卷材缝边缘，待表面熔化后随即用小铁抹子将边缝封好，再用喷灯均匀细致地将边缝烤一遍保证接头密封，以免翘边。进行第二道防水卷材施工时，两层卷材不得相互垂直铺贴。5.3.7清扫、自检、验收底板防水卷材施工完毕并做好保护措施后，由施工队清扫、自检合格后，报项目部组织验收，合格后方可进行防水保护层施工。平面防水保护层采用C20细石混凝土。保护墙（立面）上防水保护层采用20mm厚掺有建筑胶的水泥浆进行拉毛保护。5.4地下室外墙防水卷材施工5.4.1工艺流程：基层处理→刷冷底子油→附加层施工→铺第一层防水卷材→铺第二层防水卷材→热熔封边→清扫、自检、验收→防水保护层施工→第26页共25页
地下防水施工方案回填土施工5.4.2基层处理地下室结构施工完毕并经验收合格后，开始进行地下室外墙防水施工。以外墙穿墙螺杆为中心，将直径50mm范围内的混凝土剔凿干净，深度为20mm；用氧炔焰将穿墙螺杆从根部烧断，并清理干净；在穿螺丝杆端头刷防锈漆做防锈处理；待防锈漆干后，用聚合物水泥砂浆将剔凿坑补平。模板拼缝处混凝土错台用磨光机打磨平整，麻面、气孔用水泥砂浆抹实压光，将外墙面上附着的砂浆疙瘩等杂物清除干净，保持外墙面牢固、平整、清洁、干燥，无空鼓、裂缝。外墙阴角用水泥砂浆抹成R=50mm的圆弧，阳角用磨光机打磨成R=10mm的圆弧。拆除临时保护墙，并将卷材甩槎整理好，对于受损的部位必须先行修理。5.4.3刷冷底子油将基层表面清理干净，待干燥后，用长把滚刷在大面积基层上均匀涂刷冷底子油一遍；阴阳角部位用毛刷涂刷，厚薄一致，不得有漏刷、透底等缺陷，干燥后（手感不粘），方可进行下道工序。5.4.4附加层施工外墙防水附加层同前面底板要求，同时：管根、阴阳角、水平施工缝、竖向施工缝等薄弱部位异形部位也必须加附加层。5.4.5铺贴外墙立面防水卷材立面防水卷材亦采用热熔法施工，其搭接位置、搭接长度、及卷材收头等要求同底板卷材防水施工要求，外墙防水层直接从底板甩出的接头开始，按搭接要求从下往上进行外墙防水层施工。5.4.6卷材末端收头接缝处用喷灯热熔卷材缝边缘，待表面熔化后随即用小铁抹子将边缝封好，再用喷灯均匀细致地将边缝烤一遍保证接头密封，以免翘边。地下室防水层设防高度应比室外地坪高出500mm，为防止卷材末端收头和搭接缝边缘剥落而产生渗漏现象，该部位必须用1.2厚卤化丁基橡胶粘结密封胶带密封，使其成为一个完整的防水层。待防水收头密封处理完毕后，第26页共25页
地下防水施工方案在收口部位采用专用镀锌耐蚀金属压条及耐腐蚀螺钉固定。5.4.7外墙保护层施工外墙防水保护层为50mm聚苯板，聚苯板拼缝紧密，防止杂物进入板缝。5.4.8回填土施工上述工序完毕，经验收合格后，进行回填土施工，回填土施工必须注意成品保护，不得损坏防水层。6、防水混凝土施工工艺6.1防水混凝土施工要求地下室防水混凝土采用结构自防水，包括基础底板、地下室外墙混凝土采用抗渗混凝土。基础底板混凝土抗渗等级为P8，地下室外墙、无上部结构的地下室顶板及水池、人防顶板混凝土抗渗等级为P6。防水混凝土方量详见下表：序号部位强度方量1基础底板C30P85002地下二层外墙C40P62583地下一层外墙C40P63474无上部结构的地下室顶板及水池、人防顶板C30P61206.1.1对预拌砼的技术要求配合比：搅拌站须按照搅拌站试验室提供的砼配合比进行砼的生产，保证砼的强度、抗渗等级达到设计要求。水泥采用P.O.42.5，结构砼中水泥含量宜为275kg/m3；水灰比≤0.55，灰砂比宜为1：1.5～1：1.25；掺合料中粉煤灰等级不低于Ⅱ级，掺量应≤20％，砂为中砂(砂率为40%～45%)；石子为粒径5～25mm的碎卵石，砼各成分必须为合格材料，拌和水使用饮用水（自来水）。混凝土中掺用外加剂的质量及应用技术应符合现行国家标准《混凝土外加剂》(GB8076－97)、《混凝土外加剂应用技术规范》（GB50119－2003）。塌落度：预拌混凝土的入泵塌落度宜控制在160±20，入泵前塌落度每小时损失值≤30,塌落度总损失值≤60。第26页共25页
地下防水施工方案初凝时间：普通抗渗砼的初凝时间控制在6-8小时左右。砼碱含量：每立方砼中总碱含量≤3kg；预拌砼供应方应提供砼原材料碱含量报告和单方砼碱含量计算书。防水剂的掺量：防水砼中HEA抗渗剂掺量8～12%。砼供应速度：搅拌站必须保证砼能够均匀、连续供应，在浇筑过程中不得出现断档，也不得有多辆罐车同时到场造成积压。运输路线根据不同时期的交通状况选择，车队司机应配有车载电话、手机等通讯设备，遇到交通堵塞、行驶不畅等情况，随时与站内联系，由站内值班调度统一安排行车路线，保证交通高峰及发生堵车等情况下砼正常供应。每次浇筑前搅拌站先送2m3左右同砼配合比的无石子水泥砂浆，主要用于润泵。每次砼浇筑施工，第一辆罐车到场时，搅拌站必须提供砼配合比申请单、配合比通知单、砼开盘鉴定等资料，否则工地有权拒绝浇筑，每车随车提供商砼小票。6.1.2砼浇筑完后搅拌站必须提供：a.出厂合格证；b.水泥试验报告、砂子试验报告（有碱活性反应试验报告）和石子试验报告（有碱活性反应试验报告）；c.掺合料出厂合格证、使用说明书、型检报告（带有碱含量指标）；d.外加剂使用说明书、外加剂厂出厂试验报告、外加剂厂合格证（外加剂性能指标）及防伪标志、搅拌站提供外加剂试验报告、质量检测中心提供检测报告（有碱活性反应试验报告）；e.混凝土的环境污染检测项目的相关报告；f.外加剂除必试项目外还应有初、终凝时间试验报告；g.预拌混凝土搅拌站进场水泥28天复试报告；h.搅拌站28天强度、抗渗试验报告。6.1.3砼浇筑的一般要求（1）严格控制砼的搅拌、运输和浇筑，以保证砼浇筑的连续性，间歇必须在初凝时间内，严禁出现冷缝。（2）砼自由倾落高度不得超过2m。第26页共25页
地下防水施工方案（3）浇筑墙体及框架柱砼前先浇筑5-10cm厚同配比砂浆并用铁锹入模，不得用料斗灌入模内。（4）浇筑砼时应分层分段连续浇筑，浇筑高度应根据结构特点、钢筋疏密决定，一般为振捣作用长度的1.5倍，振捣时选择Ф50振捣棒，Ф50振捣棒有效半径大约为300mm，因此浇筑高度为450mm,最大不超过500mm。振捣时注意振捣棒与模板的距离，不得大于0.5R，大约为150mm。（5）使用插入式振捣器应快插慢拔，插点要均匀排列，逐点移动，顺序进行，不得遗漏，做到均匀密实。振捣棒移动间距不大于振捣棒有效作用半径的1.5倍，振捣时选择Ф50振捣棒，Ф50振捣棒有效半径大约为300mm，因此振捣间距为450mm。振捣上一层时应插入下层5cm，以消除两层间的接缝。平板振捣器的移动间距，应保证振动器的平板覆盖已振实部分的边缘。（6）浇筑砼应连续进行，如间歇，其间歇时间应尽量缩短，并应在下层砼凝结前，将上层砼浇筑完毕,超过初凝时间（砼初凝时间为6-8小时）按施工缝处理。底板抗渗混凝土不得随意留设施工缝，浇注必需一次完成。（7）每次浇筑时，搅拌站必须有至少一名调度员在现场指挥，所有人员必须听从项目部的指挥，否则项目部有权责令其退场。（8）砼到场后，试验人员对砼进行塌落度及保水性等检查，如发现不合格或不适于泵送，试验人员有权要求退货或做它用，不得用于工程主体中。搅拌站应根据实际情况及时调整配合比。（9）若砼从出机到到场的时间超过初凝时间，不论外观检查如何，均视为不合格，不得用于工程本体中。（10）砼的运输：合理安排行车路线，既要缩短运距，又要避免堵车现象，从出炉至到现场控制在一小时以内，避免停留时间过长而造成混凝土离析现象。6.2基础底板防水混凝土施工6.2.1底板砼为C30P8，为防止砼的开裂及出现冷缝，必须保证砼浇筑的连续性，一次浇注完毕。6.2.2底板砼浇注按分区流水施工，每个分区砼浇注由短边开始向另一侧连续浇注，等表面收完后必须用木抹子搓压表面，搓压2-3遍，防止砼表面出现裂缝。6.3外墙防水混凝土施工第26页共25页
地下防水施工方案6.3.1对于穿墙螺杆、套管等，均在其中间部位焊金属止水环。6.3.2地下室外墙砼为C40P6，分层浇筑、振捣，每层浇筑高度不超过500mm。6.3.3地下室内、外墙交接处，因外墙为抗渗砼而内墙为非抗渗砼，故采取措施防止两种砼互流：内外墙交接处向内墙方向返500mm左右设双层钢板网拦截，使用绑扎丝将钢板网与墙立筋绑扎牢固。分层交圈浇筑，每层先浇外墙砼，再浇筑内墙砼，接茬时间不大于2小时。6.3.4因外墙选用抗渗混凝土，而内墙选用普通混凝土，故内、外墙混凝土分别浇筑，但内外墙交接处砼接茬应及时浇筑，防止出现“冷缝”。6.3.5使用插入式振捣器应快插慢拔，插点要均匀排列，逐点移动，顺序进行，不得遗漏，做到均匀密实。振捣棒移动间距不大于振捣棒有效作用半径的1.5倍，振捣棒有效作用半径取300mm，振捣间距为450mm。振捣上一层时应插入下层50mm，以消除两层间的接缝。6.4顶板防水混凝土施工6.4.1无上部结构的地下室顶板及水池、人防顶板砼砼为C30P6，为防止砼的开裂及出现冷缝，必须保证砼浇筑的连续性，一次浇注完毕。6.4.2底板砼浇注按分区流水施工，每个分区砼浇注由短边开始向另一侧连续浇注，等表面收完后必须用木抹子搓压表面，搓压2-3遍，防止砼表面出现裂缝。6.5地下室外墙施工缝施工6.5.1基础底板与墙体水平施工缝采用在墙中加设钢板止水带。6.5.2垂直施工缝根据地下室施工分区划分，垂直施工缝按照后浇带划分,外墙垂直施工缝增加附加卷材防水。6.5.3水平施工缝浇筑砼前，应将其表面浮浆剔除，然后浇筑5～10cm厚同配比水泥砂浆，并及时浇筑砼。6.5.4竖向施工缝浇筑砼前，将表面凿毛并清除浮渣，表面成凹凸不平，底板、外墙后浇带垂直施工缝设置止水钢板，且砼浇筑前，基层应涂刷界面剂，并保证砼浇筑前界面剂湿润，以确保砼紧密结合。6.6混凝土养护第26页共25页
地下防水施工方案养护管理：抗渗砼养护时间不少于14天，及时浇水，保证砼表面始终处于舒润状态。施工队派专人养护，填写养护记录。在浇筑完成、底板表面压实抹平之后，且砼强度达到1.2Mpa（做同条件试块测抗压强度）以后，方可上人进行下道工序，养护人员负责砼成品保护。7、细部构造a.地下室基础底板与外墙交接处防水做法地下室基础底板与外墙交接处防水做法详见下图：b.后浇带处防水做法第26页共25页
地下防水施工方案地下室外墙后浇带处防水做法②地下室基础底板后浇带处防水做法c.外墙水平施工缝防水做法外墙水平施工缝防水做法详见下图，外墙水平施工缝处应增设一道防水附加层，宽度不得小于500mm，施工缝两边各250mm。第26页共25页
地下防水施工方案d.外墙防水收头做法外墙防水收头处做法详见下图，防水卷材应全面封闭并高出室外地坪500mm。e.管根、阴阳角等部位防水附加层做法管根、阴阳角等薄弱部位异形部位也必须加附加层。卷材与管根连接要求见下图:第26页共25页
地下防水施工方案f.外墙止水螺栓做法防水混凝土结构内部设置的各种钢筋或绑扎丝，不得接触模板，固定模板用的螺栓和拉片采用如下止水措施：采用工具式止水螺栓或螺栓加堵头，螺栓上加焊方形止水环等止水措施，止水环必须满焊。第26页共25页
地下防水施工方案8、质量控制措施6.1卷材搭接不良：接头搭接形式以及长边、短边的搭接宽度偏小，接头处的粘结不密实，接茬损坏、空鼓；施工操作中要按程序弹标准线，使与卷材规格相符，操作中齐线铺贴，使卷材搭接长边不小于100mm，短边不小于150mm。6.2防水层空鼓：贴卷材的基层潮湿，不平整、不干净，产生基层与卷材间窝气、空鼓；铺设时排气不彻底，窝住空气，也可使卷材间空鼓。施工时基层要干燥，卷材铺设要均匀压实。6.3管根处粘贴不良：清理不干净、裁剪卷材与根部形状不符、压边不实造成粘贴不良；施工时清理要彻底干净，注意操作，要将卷材压实，不得有张嘴、翘边、折皱等现象。6.4渗漏：转角、管根、变形缝处不易操作而导致渗漏。施工时附加层要仔细操作；保护好接茬卷材，搭接要满足宽度要求，保证特殊部位的施工质量。9、质量标准9.1防水混凝土质量标准9.1.1主控项目1.防水混凝土的原材料、配合比及换算后的用量和实测塌落度必须符合设计要求。2.防水混凝土的抗压强度和抗渗等级必须符合设计要求。3.防水混凝土的变形缝、施工缝、后浇带、穿墙管道、埋设件等设置和构造，应符合设计要求，严禁渗漏。9.1.2一般项目1.防水混凝土结构表面应坚实、平整，不得有露筋、蜂窝等缺陷;埋设件位置应正确。2.防水混凝土结构表面的裂缝宽度应不大于0.2mm，并不得贯通。3.防水混凝土结构主体厚度应不小于250mm，其允许偏差为+15MM、-1IOrnm.4.迎水面的钢筋保护层的厚度应不小于50mm，其允许偏差为士10mmm.第26页共25页
地下防水施工方案9.2卷材防水施工质量标准9.2.1主控项目1.SBS改性沥青防水卷材厚度、性能必须符合规范要求，应有合格的出厂证明、检验报告等。2.卷材防水层的阴阳角、变形缝、桩头、穿墙管、后绕带等细部做法均需做附加层，并符合设计要求。3.防水层严禁有破损和渗漏现象发生。9.2.2一般项目1.卷材防水层的基层应牢固，基面应洁净、平整，不得有空鼓、松动、起砂和脱皮现象。阴阳角处应做成圆弧形。2.卷材与立墙之间、叠层做法的卷材之间应粘结牢固，结合紧密、厚度均匀一致。3.卷材的横竖接缝应粘结牢固，搭接尺寸准确，其允许偏差为-10mm;热熔法施工应挤出沥青条。10、安全文明施工10.1操作人员必须持证上岗。10.2施工人员进场后，作业前统一进行安全教育，提高施工队管理人员和工人的安全意识。10.3进入基坑必须戴安全帽。10.4现场应有安全管理人员巡视，发现安全隐患及时清除。10.5施工用的材料和辅助材料多为易燃物质，存放仓库及现场必须通风良好和严禁烟火，备有充足的消防器材，并经常检查其是否失效。10.6地下室外墙立面卷材铺贴时，因肥槽宽度有限，且人员疏散缓慢，务必注意防火，并用空气压缩机向里吹风，防止卷材因烘烤散发的有害气体导致操作人员休克、窒息等。10.7雨天、五级以上大风天气均不得施工。10.8如果施工时，浆液碰上皮肤，先用大量肥皂水冲洗，洗净后敷上油酯膏即可。10.9第26页共25页
地下防水施工方案施工中要避免浆液溅入眼中。若溅入时，应用湿润的脱脂棉浆液蘸出后用清水冲洗，并立即请眼科医生治疗。10.10施工过程中使用过的工具及设备，须及时用二甲苯冲洗便于下次使用。10.11产品保存时要密封、防潮。存放时应保持通风、干澡、防止日光照射，并远离热源火源，存放最佳温度为1℃-30℃。11、环保措施及注意事项11.1防水材料以及防水施工所用的汽油等易燃、易爆品必须设专门的库房保管库房内严禁人员住宿，库房应远离生活区，要求室内温度不宜过高，通风良好，悬挂“严禁烟火”的警示牌，并配备足够数量的灭火器等消防设备。11.2搬运防水材料和汽油等要轻拿轻放，严禁扔放，避免摔坏包装罐体造成泄露。11.3防水材料和汽油在堆放时要求码放整齐，按类堆放，堆放高度不宜超过三层，避免最底部的包装罐受压破裂，造成外溢。11.4防水操作人员进场严禁携带火种，严禁在施工现场吸烟或进行其他明火作业。11.5防水施工过程中的废弃物严禁随意丢弃，必须统一交到垃圾站（有毒有害不可回收）进行处理。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#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