世茂世界湾花园工程地下室施工方案

'世茂世界湾花园工程地下室施工方案世茂世界湾花园工程地下室施工方案1.1工程概况世茂世界湾花园工程位于宁波市北仑区，其中一期开发A2区块在黄山路以南，岷山路以北，总建筑面积69758㎡，地上单体建筑为7幢28-33层住宅楼，2#、3#、7#楼有我项目部承接，地下室车库为一层，采用现浇钢筋混凝土剪力墙结构，本方案是对本项目部地下室工程施工的总体策划。1.2.建筑设计概况本工程+0.00标高相当于黄海高程3.00m。本工程抗震设防裂度七度，防火等级一级。地下室防水等级为二级，地下室底板、车道及外围护结构均选用C40、S8密实钢筋混凝土自防水，外加复合沥青卷材。地下室底板防水做法（由下而上）：素土夯实→150厚C15混凝土垫层→1：2.5水泥砂浆找平层20厚→3厚复合沥青卷材→50厚C20细石混凝土→结构底板。侧墙（由内而外）：结构墙体→3厚复合沥青卷材→40厚聚苯板保护层。顶板做法：1：2是你砂浆找平→复合橡胶沥青卷材→1：3水泥砂浆保护层→70（40）厚C20细石混凝土（内配Ф6@200钢筋网）→填土内墙面、水沟、集水井、楼梯：采用12厚1：3水泥砂浆底,8厚1：2水泥砂浆光面，内墙面表面采用白色防霉涂料二度。地面采用50厚C25细石混凝土。排水沟底采用C15细石混凝土找坡0.3%，沟侧壁及沟底采用20厚1：2水泥砂浆抹面。地下室顶棚采用腻子批平，白色防霉涂料二度。地下室（人防）平顶为结构面层，不须进行平顶粉刷。1.3.结构设计概况基础类型桩基、承台、整板基础结构形式现浇框剪力墙结构混凝土强度等级砼垫层基础地下室其它构件底板承台顶板外墙剪力墙C15C40S8C40S8C40、C20砌体种类室内采用200加气砼砌块，M5.0混合砂浆；外墙采用240砼实心砖，M7.5、M5.0混合砂浆结构尺寸基础底板厚度400地下室外墙板350mm剪力墙内墙250、300mm地下室顶板180、200mm34 世茂世界湾花园工程地下室施工方案主框架梁450×1600、450×1200、400×1000、400×800、500×600等1.4施工特点1.本工程地下水位较高，且处于北仑地区的6、7月份施工，地下水量较丰富。2.本工程的基坑开挖深度为5.6m，基坑开挖时降水、围护、放坡等工序复杂，要求工序安排合理、紧凑。3.甲方对工期要求紧，根据甲方、业主工程例会的要求，预计在8月初开始挖土。4．本工程地下室建筑面积大，采用常规的流水作业方式不能满足施工的需要，必须加大投入人力、周转工具，各施工段必须有合理的施工，才能抢出时间，满足工期要求。第二章施工组织与准备2.1人员组织地下室结构施工期间，我司计划投入施工人员见下表：序号工种计划人数备注01管理人员50含技术员、工长等02木工25003钢筋工15004混凝土工5005机械工1006架子工202.2施工机具根据工程施工需要，我项目部计划本工程施工投入塔吊3台、、输送泵及其它中小型木工、钢筋机械40台，详见下页表。机具名称型号功率（KW）数量（台）机具名称型号功率（KW）数量（台）塔吊QTZ63551混凝土输送泵HBT8075334 世茂世界湾花园工程地下室施工方案塔吊QTZ40352冲击夯机HCD702.22汽车吊16t————木工机具54套钢筋切断机QJ40-15.52钢管Φ48300T钢筋调直机QT6/85.52模板九夹板20000张钢筋弯曲机GW4032潜水泵DN75330闪光对焊机UN-75753电焊机BX3-3023.42插入振动棒ZX501.120电焊机BX3-50402平板振动器ZB111.14电焊机BX3-1008012.3技术准备1．测量放线：根据建设单位提供的原始点，我公司采用全站仪进行坐标引测，完成对桩基础单位坐标的复核。同时，在监理和建设单位的协助下，作好与桩基础施工单位对现场的交接工作，重新进行现场控制网点的布设，并进行轴线及座标点的复核。2．组织工程技术人员学习施工图纸，了解设计意图，进一步弄清工程特点，积极准备地下室部分图纸会审和设计交底，消除错、漏、碰、缺问题，解决设计图纸存在的问题。3．编制《施工方案》时要兼顾全面，突出重点。以施工图、施工规范、质量标准、操作规程作为组织施工的指导文件。4．编制施工预算，计算出各分项工程的工程量，分析劳动力和技术力量，建立施工技术、机械管理机构，健全质量安全体系，制定详细网络活动计划。5．联系商品混凝土生产厂家和主要材料的供应厂家，并按规定报请监理单位考察审批。同时，加强对钢筋、水泥等原材料进场抽样试验。2.4施工用水、电2.4.1临时供电1．用电负荷计算根据地下室施工期间所投入的施工机具及其它专业施工机电设备计划提供的用电设备功率（容量），计算地下室施工期间现场负荷,详见《现场临时用电施工方案》。业主在施工用地内提供了一台400KVA低压变压器可提供施工临时用电。临时供电系统采用TN—S接零保护系统，三级配电，三级保护，做到一机一闸一漏电。电缆线的敷设方法采用埋地敷设，在过道路采用穿管埋地敷设，埋地深度不小于0.7m,并在电缆上下均匀铺设不少于50㎜厚的细砂,然后覆盖砖保护层.34 世茂世界湾花园工程地下室施工方案楼层供电每隔两层设一个分配电箱,进楼层电缆垂直敷设,位置沿楼层电梯井向上敷设,电缆每楼层进行固定一次。现场、生活区各设总闸、电缆统一入闸箱，再接分闸箱供各施工面使用，以保证供电安全。干线电缆选用XV型橡皮绝缘电缆。施工配电箱采用统一制作的标准铁质电箱，箱、电缆编号与供电回路对应。塔吊安装完毕后，在每台塔吊工作台上安装2盏3KW太阳灯，分别照射在施工工作面上，以备夜间施工照明。2．现场临时用水现场主要有生活用水、消防用水、结构混凝土养护用水及施工机具用水等。目前，现场入口道路处已接驳DN100给水主管至各作业面，水头水压高，供水充足，满足施工用水要求。我工地将有约500名工人安排在生活区，所以生活区也是消防重点区。我公司除强化各项用火管理外，在工人生活区分另设置2个消防栓，在施工现场木工加工场旁设置1个消防栓。我司还计划将在现场设置1个大于12M3的蓄水池，设置一台离心式高压水泵，以供停水时施工和消防使用。3.1.基础地下室土方、砼垫层施工3.1.1.本工程基底土质情况本工程地质分布情况表序号土层名称层厚性状特点1杂填土1.0～2.9主要是粘土及少量建筑垃圾2粘土1.0～2.9灰褐色，软塑、可塑，光滑，中等强度，中等韧性3-1粗砂1.0～1.7灰黄色，饱合，松散，分选性差3粘土0.7～6.9褐黄色，硬塑，土质均匀，中等强度，中等韧性4粉质粘土0.5～3.6黄褐色，可塑，土质不均匀，局部夹风化残积层3.1.2.土方开挖本工程采用大型端承桩，在基础承台、地下室底板未施工前，桩相互间没有结构联系，加上基底土层较为软弱，相对抗侧移能力很差，在基坑开挖过程中，不能有横向的施工荷载加给桩身，以免造成桩位偏移甚至桩身折断等质量事故。34 世茂世界湾花园工程地下室施工方案根据地质报告和上面的分析，本工程土方施工原则上不用大型机械进行土方开挖，在基坑开挖底面1.5m以上采用小型履带式挖掘机分层进行土方开挖；开挖前对基坑支护是否满足基坑开挖安全要求进行多方面的专家评诂，如召开基坑施工的专题会议，各参与单位均签字认可后方可进行基坑土方作业；在大量工程基础桩头出土后，应停止机械挖土作业，桩头以下的土方全部用人工进行挖除，也应分层进行挖掘，不得分小段一次性到底式的挖土；同时应尽量提前进行塔式起重机的安装和调试运行，以配合土方开挖的水平运输，提高施工进度。具体开挖要求详见《土方施工方案》。3.1.3.砼垫层施工本工程由于基底土质为软弱土层，在土方开挖过程中，基底土均处在可塑状态，垫层施工只能随土方开挖进度随时进行，立足一个“抢”字，土方开挖的基底出来一块，验收通过后，立即就进行垫层施工；为保证砼垫层的施工质量，且在基础底板施工中能承受上部施工荷载，设计单位将根据现场土质情况,设置200㎜厚地瓜石垫层。具体施工详见砼施工相关章节。3.2.调整施工顺序，有效利用施工资源3.2.1.现场施工条件本工程本项目部施工的地下室面积约15608.8m2，在地下室基坑开挖后，加之相关部门对周边道路、广场的管理严格，对施工期间的噪声、粉尘、污水等市容卫生环境要求高。3.2.2.调整施工顺序、减少周材投入、合理利用场地根据正常的工程施工顺序：地下室→主楼，先施工全部地下室，现场在整个地下室施工阶段没有足够的材料堆放、加工场地，给地下室工程进度造成延后，且地下室面积大，周围材料一次性投入大，周期长。这会给工程施工进度、质量、成本控制等管理带来很大的困难，造成施工资源的浪费，增加工程建设成本。地下室施工阶段现场布设详见平面布置图，地下室施工的络缉关系详见施工进度计划网络图。34 世茂世界湾花园工程地下室施工方案3.3.基坑监测3.3.1.基坑监测、确保施工安全基坑土方开挖及地下室结构施工期间必须加强基坑监测，我方将配合业主认真选择有监测资质的专业监测单位，派员赴施工现场按基坑支护设计要求，结合有关规范及监测经验进行±0.00以下工程施工全过程监测，并及时将所测情况报告相关方。根据设计要求,本工程支护桩顶水平位移总量不大于40㎜,且每天位移量不大于0.8㎜,超过上述数值立即通知停止作业，组织专家研讨，拿出具体应急方案，待实施有效后方可继续施工。(1)测试内容①地面沉降位移观测A.沿圈梁顶面每隔15米设一观测点；B.周围道路临近基坑范围每隔15米设一观测点；C.周边建筑物每栋设置六～八个变形观测点；D.选择十根立柱桩进行位移、沉降(或隆起)观测。②深层水平位移量测共布设6根左右测斜管，测斜管深度比所在位置的支护桩长2米。③桩身应力量测选择18根左右支护桩，采用钢筋应力计量测。④主被动土压力量测，选择六个点，深度30米。⑤周边地下管网及其它地下、地上设施位移、沉降测量。(2)监测要求①所有测试点、测试设备加强保护，以防损坏；②量测周期：基坑土方开挖到地下室侧壁回填；③测试单位需及时向设计人员通报测试结果，并提供最终测试成果。(3)监测与测试的控制要求①支护桩：水平位移速度不超过1mm/d；位移总量小于40㎜；②立柱桩：差异沉降小于10mm，每天小于0.5mm；③周围道路及建筑物沉降速度不超过1mm/d；周围道路位移总量小于15mm；房屋差异沉降不超过1/1000。④桩身应力及支撑轴力达到设计值的80%。(4)监测位置结合现场具体条件布置，并绘制出详细监测动态图34 世茂世界湾花园工程地下室施工方案3.4.大截面梁、柱模板施工本工程地下室为框剪结构，大截面结构构件的施工关键在于模板成形及其支撑系统的安全。在此，只对此部分施工提出原则性施工方法，模板计算见模板专项章节，具体内容详见专项施工方案。3.4.1.本工程各构件大截面分布根据工程设计图纸可知，砼梁截面最大在负一层，为450×1600mm；地下室顶板为200mm；柱截面最大为500×500mm。3.5.地下室外墙、底板的抗渗防裂保证措施本工程地下室属于深基坑施工，地下室施工工程量大，特别是地下室底板、墙板砼抗渗、防裂需要精心组织施工，确保工程施工质量；3.5.1.地下室底板砼抗裂防渗(1)对自防水砼原材料选择的控制措施因地下室底板大面积为400㎜，为确保地下室底板不出现温度裂缝，拟采取如下施工措施：A.水泥宜选用低热或中热的矿渣水泥，火山灰水泥，严禁使用安全性不合格的水泥，用量宜控制在420kg/m3以内，且需贮存一周以上。B.砂、石含泥率石子不超过1%，砂不超过2%。C.使用质量符合规程要求的Ⅱ级粉煤灰，掺入水泥用量的8%～10%取代水泥。D.配合比设计，必须符合设计强度等级的要求，掺入适量的JM-Ⅲ型具有抗裂、补偿收缩性能的外加剂，和缓凝型减水剂。(2)对地下室结构砼浇筑的温度控制措施本工程基础底板厚400mm，虽然基础底板厚度未达到大体积砼标准，但在局部的电梯井部位砼底板厚度达500㎜，且整个地下室底板砼约7000m3。为了控制砼施工质量，在砼施工过程中，随时调整砼内外温差，降低原材料的入模温度，通过增加表面覆盖保温保湿，减少砼内外温差，使砼内外温度差控制在25℃以下，防止温差过大砼产生收缩裂缝。(3)控制砼坍落度和缓凝时间。实测坍落度按设计的坍落度抽检，砼缓凝时间不得小于12小时，防止坍落度过大，砼缓凝时间过短，将会影响砼强度和浇筑时间。3.5.2.地下室墙板抗裂防渗(1)保证模板制作质量满足强度、刚度要求。面板采用18毫米厚胶合板，要求拼缝严密，接头吻合，减少拼块，模板的内楞，围柃间距符合设计要求。避免涨模，漏浆现象，穿墙螺栓、止水钢板必须焊缝严密，拆模时间可适当延缓，且拆模不得硬撬。(2)严格检查穿管线及洞孔的止水方法，质量可靠，排除穿墙导水物。(3)严格检查砼保护层厚度，外墙外侧35毫米，内侧25毫米。34 世茂世界湾花园工程地下室施工方案(4)砼应连续浇捣，不得任意留设施工缝，外墙留设的水平施工缝应高出底（楼）板面500㎜，并按设计要求设置3㎜厚止水板；在水平施工缝上继续浇筑时，必须认真清理混凝土接口部位，凿除表面浮粒石子，清理杂物，用水冲洗干净，铺一层与砼标号相同的水泥砂浆，然后再浇筑砼，并分层振实，振捣至气泡排除为止，不得超时过振，以防涨模漏浆。(5)外墙竖向留设的后浇带浇筑砼前，必须凿除两边松动的石子，整理好墙内贯通的竖向与水平钢筋，以及钢筋支架铁丝网或单层钢板网，支好模板浇水湿润，并于主体结构完成六个星期后再用无收缩砼浇捣后浇带，进行两周湿润养护。(6)墙体拆模后，对墙面应认真检查有无露筋、蜂窝、麻面、裂缝等缺陷，一旦出现，要采取有效措施。经有关部门认定，再进行认真修补。对紧固模板的螺栓露出墙面部分，及时割除，并用防水砂浆填补洞穴。(7)认真做好外墙防水施工，外墙面经检查修补验收合格后，挑选具有资质的施工队伍施工，并以《地下防水工程质量验收规范》为检查验收标准。本工程防水层的施工，详见防水施工专项方案。4.1施工顺序准备工作：与业主方、监理进行工作沟通，办理现场座标点、标高点移交手续。进行机械土方开挖，人工清土，施工塔吊基础并及时安装塔吊，为后续大面积施工创造条件，同时安排大型机械设备进场就位。基坑开挖后，在基坑四周搭设防护栏杆，用f48钢管搭设不少于1.20m高围护栏杆，刷200长红白相间醒目标志，并挂设密目安全网进行防护。底板施工：轴线复核→垫层混凝土→砖砌胎膜→底板防水层→绑扎承台钢筋、柱插筋→绑扎底板钢筋→墙柱插筋→承台底板混凝土浇筑→底板混凝土养护。地下室框架：放线→绑扎内外墙、柱钢筋→安装内外墙、柱、梁板模板→支设顶板模板→绑扎梁板钢筋→浇筑内外墙、柱混凝土→浇梁板混凝土→混凝土养护。4.2施工段划分根据设计图纸，底板后浇带将本工程地下室以后浇带为界划分为八个施工区。4.3模板工程1．梁板、柱、墙模板均采用胶合板作为模板，方木作为格栅，扣件钢管为支撑体系。2．由于是大面积展开施工，配齐地下室一层的模板量，即模板20000平方，标准钢管300吨，各种扣件50000个。3．墙、柱、梁板模板一次成型。4.4钢筋工程1．钢筋采用现场加工制作。34 世茂世界湾花园工程地下室施工方案2．钢筋的接长：根据设计要求，梁、板大于Ф20的采用机械连接，小于、等于Ф20的可以绑扎或焊接；墙、柱大于Ф20的用机械连接，小于、等于Ф20的用电渣压力焊连接。4.5混凝土工程1．混凝土采用商品混凝土，泵送施工工艺。2．底板混凝土：采用一次浇筑成活，即承台、地梁、底板一次性浇注混凝土。3．地下室结构墙、柱与上一层梁板一次浇筑成型。5.1施工测量5.1.1施工测量基本方法1．采用全站仪进行原始坐标点引测和复核，激光测距仪、J2经纬仪及水准仪进行轴线的复核、测量。2．根据建设单位给定的城建大地坐标对现场的控制点的坐标及高程进行复核，复核无误后，再据此进行现场测量控制网的布设。3．轴线的测量：因地下室楼层标高低于轴线控制网点的标高，故整个地下室施工期间均采用J2经纬仪根据控制网点对楼层的轴线直接进行投测及复核。4．标高的传递：根据建设单位提供的水准点，利用水准仪、塔尺、钢尺将其绝对高程引至施工现场，利用现场的建筑物和水准控制点标注，引至基坑后在基坑护壁上标注。5.1.2平面控制为了准确进行平面控制，必须建立施工控制网，同时必须从总体施工考虑，保证基础和主体工程施工的定位轴线均能应用所建立的施工控制网。在本工程施工中，为使用方便，保证施工测设精度，拟建立三角控制网。1.施测前的准备工作熟悉图纸，拟定合理测量方案，根据现场实际情况及《总平面图（建筑放线图）》布置建筑物外围控制网，设定合理的控制点并计算坐标值。控制点位置避开施工通道、堆场等施工用地。平面控制网的建立采用全站仪进行。2.根据施工图《总平面图（建筑放线图）》及《一层平面图》中的尺寸及控制点坐标为定位依据，进行定位放线工作。首级控制网布设定位前先将原始控制点间的角度和距离进行复核，确认各点的准确性。无误后，根据现场情况按支导线的路线，采用全站仪坐标放样法进行放样。粗定出所有控制点后，造标埋石，再利用原始控制点对标桩进行坐标测量，按附合导线进行，最后按间接平差方法进行平差处理，得出个个标桩的准确大地坐标。34 世茂世界湾花园工程地下室施工方案建立施工用途的二级控制网经过严格的检验收集控制网无误后，采用直角坐标放样法粗略定出各设计控制点位，造标埋石，然后进行多点坐标测量，利用间接平差方法进行数据处理后，确定各个控制点的坐标，然后用于各建筑主要轴线及细部轴线，作为施工放样依据。3.在测量的全过程中,要严格遵守《工程测量规范GB50026-93》和《钢筋混凝土高层建筑物设计与施工规程JGJ3-91》，其精度要求如下：首级控制网：角度观测精度为±6"，距离测量精度为1/50000。二级控制网：角度观测精度为±10"，距离测量精度为1/20000。具体说明如下：首级控制点主要用途为下面建立二级施工控制网提供条件，并确保施工过程中的长期稳定、准确、可靠。为后面检验二级及以下的控制点、线提供依据。考虑到控制点的易用性、稳定性及方便长期保存，本工程中首级控制点拟设3个，均设在外围的马路边地势较高的土质密实的地段。二级控制点主要应用在施工轴线控制及部分建筑物特征点的测设等，故应着重考虑其位置及点与点之间的相对精度。为了确保点与点之间的相对精度高度准确，我们把二级控制点和首级控制点组成一个三角网，进行角度闭合观测，并依据有限制条件的间接平差法，按照三角测量的技术要求再次进行二级控制点的坐标平差改正。这样我们便完成了精度满足施工要求、相对定位精度较高的施工控制网的布设。由于受施工的影响，二级控制网极有可能发生变动，故二级控制网每月进行一次校核，校核方法同样是利用三角网平差法。以此来确保整个施工过程点的高度准确和可靠。注意事项.测量前检验仪器精度。.观测过程中尽量避免较大动荷载从旁边经过以致影响测量井度。.观测者尽量为同一人，以消除视觉误差带来的相对精度偏低得影响。.尽量避免在大气骤变前后进行观测工作。.观测时间尽量选在清晨或傍晚，以减小气象误差。如在中午时刻观测，在全站仪中应适当改变温度气压改正值，以确保测量精度。.定期对位移观测控制点与建设单位提供的原控制点进行联测，防止因施工和其它原因产生变化。．施工控制网布设完成后再次检验仪器，比较前后两次检验结果，如果有较大偏差应及时作相应。34 世茂世界湾花园工程地下室施工方案5.1.3高程控制高程测量采用水准测量进行。水准测量是测量工作的重要部分。正确合理地布置高程控制水准点，能在很大程度上使立面布置、管线敷设和建筑物施工得以顺利进行。工地上的高程控制点，需要联测到国家水准标志或城市水准点上，才能确保建筑物管线与城市管线联通。标高点依据建设单位提供的高级水准点引测。为了方便高程控制网建立，也从经济、实用的角度考虑，我们的高程控制点仍采用平面控制中造标埋石的点。引测过程采用全闭合路线。根据建设单位提供的水准点的位置确定引测至哪一个控制点，然后由该点经过其他几个控制点形成一条闭合水准路线，进行往返水准测量。水准全线闭合误差限差为mm（n为测站数）。为了方便施工使用，还应根据水准控制点将工程的设计±0.00点标高准确引测于附近固定建筑物上，做好标志。±34 世茂世界湾花园工程地下室施工方案0.00标高点引至垫层或楼层的临时水准点不少于四个，引测标高后，应复核至另一水准标高点。其差不超过±3ｍｍ。这样在各层抄平时可相互校核，避免错误。建筑用标高精度要求：标高测量精度为±5ｍｍ（n为测站数）。5.1.4主要轴线的定位在进行地下室施工前，应对控制点和标高点进行复核，经复查均在规范规定误差允许范围内，方可进行地下室正式施工。并将复查结果标于复查图上，作为交工资料。地下室垫层施工完后，从建筑物外围控制标桩将地下室主轴线交点投于垫层上，弹上墨线定出主轴线。最后将仪器置于各已投主轴线的交点上，将已投于垫层上的主轴线所构成的几何图形进行角度和距离的检查，符合要求后，再根据地下室施工图中各轴线之间的相互关系将细部轴线一一投于垫层上，作为放线依据。二层以上部分主要轴线的放样工作是在浇注混凝土之前遇留相对位置的洞口，浇注完成之后利用首层的轴线交点，利用垂准仪垂直投点到楼面，然后再进行主要轴线的放样工作。为了保证精度，楼面的控制点预留洞每五层封闭一次，每十层进行一次较核。5.1.5竖向测量在施工地下室时，垂直度控制用常规经纬仪投测，用经纬仪瞄准目标后固定水平旋转罗旋。由一个基点出发，竖向转动望远镜观察目标水平方向的变化，由此可测定目标的垂直度。当垂直度精度要求较高的时候，在目标处水平放置塔尺，多次读数取其平均值。5.1.6标桩的埋设和保护施工控制测量的成果，必须在地面上精确的固定下来，因而要设稳定牢固的标桩，这是施工测量的一项重要工作。平面控制点的标桩采用永久性标桩，考虑到在施工和生产中能长期保存，不致发生下沉和位移，标桩的埋设深度１.5m，标桩顶面以高于地面设计高程0.1m。标桩的型式要用钢筋桩，顶部磨平，在上面刻划十字丝作为标点。标桩固定后用灰砂砖、混凝土、盖板加以保护。详见下图。34 世茂世界湾花园工程地下室施工方案5.1.7测量质量控制1.坚持先整体后局部和高精度控制低精度的工作程序，先测设场地整体的平面控制网和高程控制网，再以控制网为依据进行各局部建筑物的定位、放线和标高测量。采用科学、严谨的工作方式，达到精确定位的目的。2.凡是投入该工程所使用的各种测量仪器，应有严格按照鉴定周期鉴定的合格证书。3.各种测量控制点，在使用前应进行检查，确认没有变动后才能使用。4.测量时尽量选在气候条件较好的时间，以减少旁折光的影响。5．必要时加入温度气压改正值。6.保障作业数据的原始、整洁及记录规范化。7．水准测量过程采用国家三等水准测量的作业步骤，严格控制各种系统误差。8．平面控制点统一换算至该工程的高程平面上，以减小地球曲率对坐标的影响。9．为了减小仪器I角误差，消除大气折光误差、水准尺自身误差等系统误差，任一过程的水准引测都需要进行偶数站测量。5.2基坑降排水1．因本工程土方大开挖后基坑较大，坑底渗水量也较大，所以基坑降水前，需在基坑四周修建排水明沟，排水沟平面位置详见《土方施工方案》。2．根据基坑底积水情况，现场安排挖机挖深局部,设置降水井。配备20台口径为75mm的水泵进行抽水。水泵抽水时，水龙头包以滤网，防止泥砂进入水泵。所抽出的水排入基坑地表的排水沟，再经排入沟排入市政下水道。34 世茂世界湾花园工程地下室施工方案3．因地下水丰富，底板后浇带混凝土浇筑前，要一直进行降水。在地下室结构施工期间，利用基坑内支护桩内侧的降水井降水。结构施工完毕，后浇带两头分别开挖一个大的集水井（深1m，直径1m），配一台50口径的潜水泵不间歇地抽水，同时将地下室内集水坑的水及时抽入该集水井中，一起排出基坑外。5.3垂直运输1．地下室施工期间，分别在2#楼南侧、7#楼北侧（现场施工道路边）用钢管搭设一座人行上下通道，脚手板采用40厚木板，用密目绿色安全网进行全封闭。通道主要用于材料运输及施工人员上、下基坑方便。2．钢筋、模板及小型机具采用塔吊吊入基坑。5.4钢筋工程5.4.1原材料的要求1．进场钢筋应有出场质量证明书和试验报告单，每捆钢筋应有标牌。钢材进场后，即将有关质量证明资料报送工程监理。2．钢筋进场后在监理人员的监督下按规范标准取样做机械性能试验，合格后方可使用，并及时将检验报告上报监理。3．钢筋加工过程中如出现脆断，焊接性能不良或机械性能不正常时，应进行化学成份检验或其它专项检验。5.4.2钢筋的储存进场后的钢筋和现场已加工好的钢筋应根据钢筋的牌号，分类堆放在砖砌成的高30cm间距2米的砖砌垄上，以避免污垢或泥土的污染。严禁随意堆放。5.4.3钢筋的接长1．钢筋的接长：据设计要求，梁、板大于Ф20的采用机械连接，小于、等于Ф20的可以绑扎或焊接；墙、柱大于Ф20的用机械连接，小于、等于Ф20的用电渣压力焊连接。2．钢筋接头强度的检查：在正式连接前，按每种规格钢筋接头每300个为一批，取3个接头试样做拉伸试验。当接头试样达到下列要求时，即为合格接头：屈服强度实测值不小于钢筋的屈服强度标准值；抗拉强度实测值与钢筋屈服强度标准值的比值不小于1.35倍，异径钢筋接头以小直径抗拉强度实测值为准。3．绑扎接头：楼板、次梁部分钢筋采用绑扎接头形式，搭接长度详见图纸要求。在钢筋的搭接处，在其中心和两端用铁丝扎牢。5.4.3.1接长施工方法1.直螺纹套筒连接（1）施工方法①先将两根待接钢筋端头用专用机械滚轧成直螺纹后（不完整丝不得超过3个，否则必须用砂笼机切去端部“马蹄”34 世茂世界湾花园工程地下室施工方案部分再套丝），用扳手将连接套一端钢筋拧到位，再将另一端钢筋与连接套拧到位。（2）质量检验①直螺纹套筒的验收应检查：套筒的规格、型号与标记；套筒的内螺纹圈数、螺距与齿高；螺纹有无破损、歪斜、不全、锈蚀等现象。其中套筒的检验的重要一环是用锥螺纹塞规检查筒规格套筒的加工质量。②钢筋直螺纹的验收检查：对已加工的钢筋端头螺纹牙形、螺距等必须与连接套牙形、螺距一致。用配套的量规检测合格后方能使用，螺纹量规精度应符合5f（GB197）要求。直螺纹检查合格后，端头螺纹应加以保护，戴上保护帽或拧上连接套，并按规格分类堆放整齐。③成形直螺纹钢筋的检验钢筋拧紧力矩的检查：首先目测已做油漆标记的钢筋接头丝扣，如发现有三个完整丝扣外露，应责令工人重新拧紧或进行加固处理。钢筋接头强度的检查：在正式连接前，按每种规格钢筋接头每500个为一批，按规定取试样做拉伸试验。④当质检部门对钢筋接头的连接质量产生怀疑时，可以用非破损张拉设备作接头的非破损拉伸试验；如有一个直螺纹套筒接头不合格，则该构件全部接头采用电弧贴角焊缝方法加以补强，焊缝高度不得小于5mm。2．电渣压力焊接长检查设备电源钢筋端头制备选择焊接参数安装焊接夹具和钢筋安放铁丝环安放焊剂罐、填装焊剂试焊、作试件确定焊接参数施焊回收焊剂卸下夹具质量检查（1）焊接工艺流程（2）焊接方法电渣压力焊是利用电流通过渣池产生的电阻热将钢筋端部熔化，然后施加压力使钢筋熔合。电渣压力焊可采用直接引弧法，先将上钢筋与下钢筋接触，通电后，即将上钢筋提升2～4mm34 世茂世界湾花园工程地下室施工方案引弧，然后，继续缓提几毫米，使电弧稳定燃烧；之后，随着钢筋的熔化，上钢筋逐渐插入渣池中，此时电弧熄灭，转为电渣过程，焊接电流通过渣池而产生大量的电阻热，使钢筋端部继续熔化，钢筋端部熔化到一定程度后，在切断电源的同时，迅速进行顶压，持续几秒钟，方可松开操纵杆，以免接头偏斜或接合不良。（3）焊接参数主要包括：渣池电压、焊接电流、焊接通电时间等，按下表参考选用。钢筋直径（mm）渣池电压（V）焊接电流（A）焊接通电时间（S）20253225-35400-450450-600600-70020-2530-3535-40注：不同直径钢筋焊接时，应根据较小直径钢筋选择参数。（4）在钢筋电渣压力焊的焊接过程中，如发现裂纹、未熔合、浇伤等焊接缺陷，参照下表查找原因，采取改进措施。项次焊接缺陷防止措施1偏心1、把钢筋端部矫直；2、上钢筋安放正直3、顶压用力适当；4、适当加大熔化量2弯折1、把钢筋端部矫直；2、钢筋安放正直3、适当延迟松开机（夹）具的时间3咬边1、适当调小焊接电流；2、适当缩短焊接通电时间3、及时停机；4、适当加大顶压量4未熔合1、提高钢筋下送速度；2、适当增大焊接电流3、检查夹具，使上钢筋均匀下送；4、延迟断电时间5焊包不匀1、钢筋端部切平；2、铁丝圈放置正中3、适当加大熔化量6气孔1、按规定烘烤焊剂；2、把铁锈清除干净7烧伤1、钢筋端部彻底除锈；2、把钢筋夹紧8焊包下流塞好石棉布5.4.4钢筋的下料绑扎1．认真熟悉图纸，准确放样并填写料单。2．核对成品钢筋的钢号、直径、尺寸和数量等是否与料单相符。3．先绑扎主要钢筋，然后绑扎次要钢筋及板筋。4．绑扎前在模板或垫层上标出板筋位置，在柱梁及墙筋上画出箍筋及分布筋位置线，以保证钢筋位置正确。5．在混凝土浇筑前，将柱墙主筋在底板或楼面处同箍筋及水平筋用电焊点牢，以防柱墙筋移位。6．梁内通长钢筋需接长时，上筋接点布置在跨中，下筋布置在支座。7．承台、底板及梁板的上层筋及中层筋均用马凳筋架立，承台、底板马凳筋采用Φ20@300mm×300mm，顶板马凳筋采用Φ16@170mm×170mm。其大样如下图：34 世茂世界湾花园工程地下室施工方案5.4.5钢筋工程施工工艺1．底板钢筋：先绑扎承台及柱墙插筋，再绑扎地梁钢筋及底板底筋，最后架马凳筋绑扎底板面筋。2．承台钢筋绑扎完毕，按照柱、墙的位置插入竖向钢筋，并按设计及规范要求绑扎墙、柱箍筋。插筋时，将竖筋与底板、地梁、承台的钢筋点焊固定，以防止钢筋偏位。3．地梁的纵向钢筋的锚固长度从桩边算起，箍筋绑扎至桩边。在轴线两侧600mm宽范围内，沿轴线方向的底板钢筋的绑扎接头要求加焊10d。4．墙、柱筋均应在施工层的上一层留不小于45d长的柱子纵向筋。在进入上一层施工时，先套入箍筋，纵向筋连接好后，立即将柱箍上移就位，并按设计要求绑好箍筋以防纵向筋移位。5．梁板钢筋的绑扎：受拉钢筋接头位置宜在跨中区（跨中1/3处）受压钢筋宜在支座处，同一截面内接头的钢筋面积不超过25%。6．在梁底模板通过质检员验收后，便可施工梁钢筋，按图纸要求先放置纵筋再套外箍，严禁斜扎梁箍筋，保证其相互间距。梁筋绑扎同时，木工可跟进封梁侧模，梁筋绑好经检查后可全面封板底模。在板上预留洞留好之后开始绑扎板下排钢筋网。绑扎时先在平台底板上用墨线弹出控制线，并用粉笔在模板上标出每根钢筋的位置，待底排钢筋、预埋管件及预埋件就位后交质检员复查，复查合格后，方可绑扎上排钢筋。按设计保护层厚度制作对应细石混凝土垫块，板按1m的间距放置垫块，梁底及两侧每1m均垫上两块垫块。5.4.6墙柱与室内砖墙的拉接筋本工程拉结筋全部采用预埋件的方法施工，按建筑平面的砖墙布置，在与墙体接触的墙柱内按每400mm高一处预埋埋件，如图示。34 世茂世界湾花园工程地下室施工方案模板拆除后，按预埋位置凿出预埋筋，墙体砌筑前，按设计及规范要求将拉接筋与之焊接。5.4.7钢筋验收1．钢筋绑扎完毕，由质量员检查并填写钢筋绑扎分项工程质量检验评定表及隐蔽工程验收记录表，报送项目部。再由项目部质量员检查后填写报验单，报送监理及总承包单位，重要部位还需报政府质量监督部门检查验收。验收时发现问题应即时整改。如验收通过，即时办理隐蔽工程签证手续。2．验收时注意检查：①根据设计图纸检查钢筋的钢号、直径、根数、间距是否正确。特别是要检查支座负筋的位置。②检查钢筋接头的位置及搭接长度是否符合规定。③检查钢筋保护层厚度是否符合要求。④检查钢筋绑扎是否牢固，有无松动现象。⑤检查钢筋是否清洁。钢筋工程的施工质量必须符合国家《混凝土结构工程施工及验收规范》、《钢筋直螺纹接头技术规程》中的有关规定及设计要求。5.5混凝土工程本工程除细石砼找平层现场自搅拌外，其余采用商品砼。混凝土强度等级要求如下：砼强度等级表砼垫层基础地下室其它构件底板承台顶板外墙柱、剪力墙C15C40S8C40S8C40、C35、C30、C25、C205.5.1.混凝土施工重点本工程地下室的施工重点为地下室砼施工。在大面积开挖后，地下室施工作业面大，各工序交错复杂；地下室砼施工、砼裂缝控制等均属本工程重点施工环节。必须认真组织、精心施工、确保工程质量完全满足设计、规范要求。5.5.2.地下室砼施工(1)施工方法砼的选用本工程地下室底板砼强度等级C40S8，选用商品混凝土。A.商品砼厂家的选择及砼管理34 世茂世界湾花园工程地下室施工方案商品砼由业主、监理、施工单位共同组织调研考察商品砼厂家，可采取议标挑选，砼生产能力强、机械设备完好率高，且具有技术能力和管理水平及相关措施，产品质量有保证、服务好的厂家，并签订供货合同。B.商品砼质量管理a.商品砼的强度等级、抗渗等级必须符合设计要求；b.商品砼合成材料：ⅰ水泥选用水化热低，如矿渣硅酸盐水泥、火山灰硅酸盐水泥，强度等级不低于42.5，并贮存一周以上使用；ⅱ细骨料：砂选中砂，细度模量大于2.5，含泥量小于2%，泥块含量不应大于1%。ⅲ粗骨料：石子采用混合级配，最大粒径不大于40mm，含泥量不大于1%，泥块含量不大于0.5%。ⅳ掺合料：掺加一定数量Ⅱ级粉煤灰，增加砼流动性，减少砼拌合物的泌水和干缩，改善砼可泵性，同时可以降低水泥的水化热，有利于控制温度裂缝。ⅴ外加剂：在泵送砼中掺适量外加剂，防止砼构件产生收缩裂缝。C.砼坍落度控制及缓凝时间要求砼坍落度现场测定不得大于160mm，并由专人负责抽测和见证记录，对不符合要求的砼即时退场；砼凝结时间不小于10h。D.现场收料商品砼现场收料要认真细看送货单，是否符合申请要求，严防送错工程和强度等级等不符本工程砼施工要求。(2)砼浇筑方法①商品砼供应根据砼浇筑数量及时间要求，事先与商厂开协调会商定，砼的搅拌、运输及砼泵车设点事先做好一切准备。②泵管布料与振捣泵管布料原则是：由远退近，由深而浅，以一个坡度分层布料；并密切泵管间布料的衔接；布料时将泌水排向一方方向，以便及时用水泵抽出；振动棒与布料密切配合。每根泵管布料前放三根振动棒，沿砼坡度上、中、下振捣，并相互吻接，循序推进，一次到顶的斜面分层浇筑方法；振捣时严防坡脚漏振，底板筋下混凝土不实，顶面砼必须倒插振动棒，不得用振动棒向坡下赶砼，布料到顶时砼要略高于顶面设计标高，以保证砼下蚀，赶刮浮浆后的砼面符合标高要求。在砼振捣时要保护好设置的测温点，以免影响测量。A.材料选用34 世茂世界湾花园工程地下室施工方案a.根据现场条件与设计单位、商品砼供应单位协商，优先采用低水化热的水泥品种配制砼，如矿渣硅酸盐水泥，火山灰硅酸盐水泥，粉煤灰水泥、复合水泥等，且应根据材料级配和配合比试验，尽量减少水泥用量。b.征求设计和监理同意，选用合适的抗裂、防渗、缓凝的添加剂，以延缓水化热的释放速度。c.粗细骨料的选择(a)采用混合级配良好5～40mm粒径的碎石，以减少每立方米砼的用水量和水泥量。(b)选用细度模数大于2.5，含泥量小于1.5%的中砂。(c)控制砂、石的含泥量，石子含泥量控制在1％以内；砂的含量控制在1.5％以内。d.采用良好可泵性的砼配合比。砼坍落度要求不大于16cm，砼初凝时间要求大于6-8h。B.施工措施a.砼振捣时，除控制每层的浇筑厚度，振捣后的坡度外，底板砼斜向流淌长度应适当控制；组织好振捣棒的走向和范围，每根泵管配置6根振捣棒，保证砼振捣密实防止漏振。b.砼泵送时，先远后近，先深后浅，使砼浇筑呈弧形向前(反向)推进，以便砼产生的泌水随砼浇筑流向两侧，用水泵及时排除泌水，在收头处浇筑时采用反方向斜面分层，使泌水上升形成一集水沟，便于抽水。c.砼表面处理是在砼初凝前1～2h，先用长括尺按标高刮平，然后在砼初凝前用木蟹打磨抹压两次，并用硬扫帚刷砼表面，防止混凝土表面收缩裂缝。5.5.3.后浇带施工方法(1)后浇带工程简述后浇带是为在现浇砼结构施工过程中，克服由于温度变化引起砼涨缩，使砼可能产生有害裂缝而设置的临时施工缝。根据设计图纸,该工程地下室平面设以下后浇带:(2)后浇带模板34 世茂世界湾花园工程地下室施工方案后浇带外模施工是关键，在后浇带施工中出现的各种质量问题如：开裂、渗水等，均与模板的支立稳定、拆除时间有直接的关系。经大量工程施工实践和经验总结，后浇带模板既要有独立性又要和后浇带两侧模板的连接，保证模板整体性。1)底模板支模方法为了保证后浇带模板的独立性，避免在拆除后浇带两侧梁板模板时,影响后浇带模板(或采用二次顶撑的办法再立后浇带模板)，在模板支立时既独立架设，又与周围模板连成一整体，但在周围模板支架拆除时，不能拆除后浇带模板支架。其立杆不能直接支立在下层未浇筑砼的后浇带钢筋上，可采用门架式支模，见下图示：2)侧模支模方法后浇带砼因在构件砼浇筑时不是同时浇筑，必须按设计要求,达到时间后补浇，故支模时为了保证后浇带的位置正确，在构件浇砼前，必须在后浇带位置两侧用钢丝网(一层或两层)，短钢筋固定做支护，保证后浇带的位置断面尺寸正确整齐。3)后浇带模板制作安装与拆除后浇带制作安装与拆除应按施工技术方案执行，拆除时砼强度必须满足设计要求34 世茂世界湾花园工程地下室施工方案(墙除外)，并保证其表面及棱角不受损伤。模板拆除时，不对楼层形成冲击何载，拆除的模板和支架要分散堆放并及时运清。4)钢筋的设计要求及构造后浇带是在施工过程中预留的临时施工缝，在主体施工时，必须保证其与主体的钢筋连续性、完整性，严禁在此处将钢筋割断。同时根据设计要求，对本工程后浇带处钢筋按设计要求进行加强,详见《图纸会审内容》。5)加强后浇带的验收在主体砼浇筑后，后浇带施工前，应对后浇带模板、钢筋进行整理，调直因在施工中弯曲或变形的钢筋，并清除钢筋上的各种杂物、锈质等，经验收合格后，方可浇筑砼。6)止水钢板安装主体地下室在后浇带部位施工时，由于其防水要求，在地下室墙板后浇带接缝处要安装3mm厚400mm宽止水板，要保证止水钢板的安装位置，一般应位于板截面的中心位置，钢板之间应相互焊接，保证起到密闭防水作用。(3)砼浇筑后浇带在主体施工完工后，按设计要求的时间进行施工，后浇带施工时间一般为主体施工完40～60天后，并由下向上逐层进行。1)施工前清理在砼施工前，应对后浇带处进行清理(墙板的清理工作应在模板支立前)，以前面预设的钢丝网为界线，凿除其余砼，并清理后浇带内一切杂物。在凿除砼时，不得对着钢筋敲打，以免松动附近砼而影响结构性能，清理完毕，用水清洗，使其作业面充分湿润，一般不得小于24小时。但在砼浇筑时不得有积水，在地下室底板后浇带砼浇筑时，为了保证其砼浇筑在无积水状态下进行，可在砼垫层上做成3‰的坡度，用水泵抽干积水后开始浇筑砼。2)砼浇筑后浇带砼应采用比周围主体砼强度高一级的无收缩砼。砼必须严格控制配合比及其原材料质量，坍落度力求越小越好，一般情况下每层应一次性浇筑完毕。砼浇筑前，应用水泥砂浆在施工面上铺设10mm～15mm厚，水泥砂浆配合比与砼中的水泥、砂含量相同或相应提高一级强度配比。施工中必须用插入式振动棒和平板振动器分别振捣。在砼振动时，尽量避免与原砼面直接接触振捣，离其面80～100mm点振即可，但要保证其周边砼的密实度，平仓时的砼面略比相邻砼面高，并用木蟹拍平打毛多次，做到表面无收缩裂缝出现。3)后浇带砼养护砼养护必须加强，当砼面压光完成，表面初凝后，立即用湿布袋或草袋覆盖，并由专人负责保养，保证其保养材料始终湿润，砼表面不脱水持续两周以上。(4)后浇带防水34 世茂世界湾花园工程地下室施工方案根据后浇带设计要求，在地下室采取了刚性和柔性两道防水措施，一是在砼中加了3mm厚400mm宽的钢板刚性防水(见前图示)，二是在后浇带施工完成后，在外围增加一布两油防水层，总厚度不小于2mm，。(5)质量及安全措施1)质量保证措施①模板的支立、拆除过程中应保证后浇带模板与周围支承体系的一致性和独立性。②在主体施工模板拆除时，应尽量减少对后浇带模板支承体系的碰撞、扰动，以保证其稳定性。③地下室底板在安装下部钢丝网时，可先在钢板上焊接挡网小钢筋，并用扎丝绑牢或点焊钢丝网后，安装止水钢板，挡网钢筋可加密，以减少砼向后浇带方向的流动，以避免其下部清理不到位。④后浇带钢筋禁止踩踏，有施工道路从其上经过时，应搭设专用临时施工通道。⑤砼浇筑时，一定要遵守从下层至上层的施工原则，不得多层开花，无序浇捣。⑥后浇带施工时，必须有现场项目部工程师对施工操作班组进行的技术交底，严格按本组织设计及相关规范施工。2)安全措施①由于后浇带脚手架在主体施工时未拆除，应有专人定期对其进行稳定性检查，防止脚手架因松动，碰撞而倒塌。②后浇带施工洞口应设置警示牌，防止踏空伤人。①其它安全措施可参照本工程施工组织设计执行。6.1质量保证措施6.1.1质量目标：验收合格率100％。6.1.2坚持质量检查制度：（1）三级质量检查制度，严格按照施工验收规范进行施工，认真做好工程质量分级检查项目，填好三检表，做到竣工资料的收集整理签证工作，做到准确、清晰、工整、齐全。（2）质量制度教育，加强质量管理，强化质量意识，经常认真组织质量人员，施工人员学习有关质量工作方针、规章、规范、准则、先进工艺、事故通报、质量检查工作、质量执行情况，分析工程质量动态。制订质量攻关措施。（3）质量事故报告制度，每日按时做出质量评定报告，一旦发现质量事故，认真做好质量事故报告，组织公司技术人员、质检人员、施工人员进行认真分析事故发生的原因，采取合理有效的补救措施和相应的防范措施，杜绝事故再次发生。（4）检查日制度，定期进行质量检查制度的落实情况，查质量事故隐患，查措施执行情况，进行质量动态分析，促进工程质量的提高。（5）34 世茂世界湾花园工程地下室施工方案材料试验及试验制度，严格执行原材料出厂合格证，材料说明书，并按规定进行抽样复检。对原材料、建筑材料实行全过程的质量跟踪管理。（6）质量管理奖罚制度，对质量工作做出成绩的部门和个人给予一定精神物质奖励，对不负责任，质量差的部门和个人给予必要的处分和经济处罚。6.1.3加强技术管理（1）熟悉施工图纸：开始防水施工前，组织相关技术人员认真审图；综合考虑整个地下室防水工程，共同制定切实可行的施工方案，并按照方案执行。（2）技术交底：根据施工方案，质量验收规范，相关安全规范及规定向施工人员及班组作全面交底，交底时应有关专业人员参加，通过书面和口头结合的方法，做好技术交底工作，交底要结合操作部位，务求细致齐全，关键部位和施工难点要进行详细的交底。程序如下：项目技术负责人→防水专项负责人→施工班组长→施工人员7.1安全保证措施一、消防措施：成立现场项目班子为主消防领导小组，制定本工程消防方案和检查制度，定期研究消防工作中所遇到的各种问题，设立各级防火责任人，教育现场施工人员要认真执行各项安全管理制度，并实施奖罚制度。检查中发现的问题和隐患，要限期改正。二、安全措施：贯彻执行“安全第一，预防为主”的方针，在整个施工过程中，必须认真遵守建筑安全工作规范和安全管理制度，努力做好安全生产、文明施工，杜绝恶性事故发生。（1）安全措施领导小组，制定安全施工网络，建立各级安全网络，层层落实安全生产责任制，公司各部门、班组各级领导都要把安全工作放在重要的议事日程中，做到每周一次安全日活动，每天班前安全交底，安质人员。施工员应根据各自的专业特点，采取各种形式进行安全施工宣传工作，坚持三级安全教育，加强检查制度及新工人岗前培训，坚决消除习惯性违章作业现象。（2）执行安全规范：1）进入施工现场，必须戴安全帽，不准穿高跟鞋及拖鞋。2）施工现场和工作时间，不允许打闹。3）施工现场必须具备充分的消防器材，定期检查。位置明显，固定，不得任意挪作他用。4）坚持安全消防检查制度，防止事故发生。5）现场实行义务消防员与正式消防员结合，确保安全、消防和保卫工作的顺利进行。定期组织专项检查。三、防火措施。在防水材料库、办公室、施工现场应按要求装配灭火器，在防水材料库和办公室配备5个MFJ4碳酸氢钠灭火器，在施工现场配备3个MFJ4碳酸氢钠灭火器，同时，在上述场所禁止吸烟及其他明火操作。在施工现场范围内应设有醒目的禁火禁烟的标识。34 世茂世界湾花园工程地下室施工方案7.2施工现场文明施工管理(1)明确规章制度。严格执行国家、总包单位以及公司的安全生产规章制度，积极宣传安全生产的有关方针、政策、措施，强化职工的安全意识。(2)岗前教育。对全体施工人员进行安全生产、文明施工教育，考核合格后方上岗。(3)防雨措施。设专人掌握气象信息，及时作出大风、大雨预报，采取相应技术措施，防止发生事故；禁止在台风、暴雨等恶劣的气候条件下进行室外施工。(4)遵章施工。遵守有关市容、场容管理制度，加强现场用水、排污的管理，做到场地整洁，搞好现场清洁卫生。(5)场地整齐。进入施工现场的各种机械设备、半成品、原材料等，均须按指定位置，堆放整齐，不得随意乱放，以保证道路畅通。(6)工完料清。对施工人员进行文明教育，做到谁做谁清，工完料清，场地干净。(7)劳动保护。做好劳动保护，合理安排作息时间，配制施工预备力量。(8)责任包干。施工现场实行分片包干责任制，划分区域，定期检查，将检查成绩与经济效益挂钩，提高职工文明施工的自觉性。7.3保证工期目标的主要措施现场成立防水专项管理小组，同建设、监理单位密切配合，集中统一领导施工队和协调各单位的关系，对工程进度、质量安全全面负责，从组织上保证防水工程进度的实现。组长：单国良副组长：吴金仁组员：王正跃周一平倪笑笛（2）加强施工进度计划管理，编制工程总计划，以甲方工程总进度计划为主线，以防水工程进度计划为控制点。保证工程质量，一次成优避免返工。（3）每天定期召开工程协调会议，解决生产过程中所存在的问题并根据检查落实情况，调整施工进度计划。7.4环境保护（1）项目部安全环境部专项负责；（2）工地废弃物必须每天用环保袋清理，防止化工材料的污染；（3）所有垃圾必须弃放指定地方，不得擅自乱放乱弃。施工平面布置目前，现场管理人员办公生活区和工人生活区已完成，主要是根据建设、监理单位批复的总平面布置图，对现场进行规划布置。现场总平面布置如下图：34 世茂世界湾花园工程地下室施工方案8.1质量保证措施1．建立质量管理机构，充实质量管理人员。选派有一定技术水平和一定实践经验、作风过硬的技术管理人员担任，所有质检人员必须经过培训，持证上岗。2．认真执行“把六关”，“五不准”的规定，坚持“交底制”、“三检制”，使工程质量始终处于受控状态，确保工程质量。“五不准”：无施工组织设计不准施工；不合格的原材料、半成品不准使用；技术交底不清不准施工；检测数据有怀疑不准施工；上道工序不符合质量标准的不准进行下道工序施工。“把六关”：把施工方案关；材料进场关；技术交底关；检测关；工序交接关；质量验收关。3．建立混凝土浇灌令签认制度。34 世茂世界湾花园工程地下室施工方案4．制定各专业、各层次的工作岗位责任制，公布上墙，使各级技术人员有权按章办事，把质量、技术、安全管理做到纵向到底，横向到边。5．开展强化精品意识、争创名优工程的全员质量意识教育，规范规程、质量验评标准的学习。6．强化对施工质量的控制，坚决做到：上道工序不合格，下道工序不施工，对重要工序实行填写申请表制度，以实现重点部位、关键部位的重点控制。7．建立质量例会制度，每月召开1-2次，结合质量通病和缺陷信息，开展群众性的QC小组活动。8．严格材料检验制度，对不合格的材料，决不允许在工程中使用。9．制定质量奖罚制度，实行“质量一票否决权”。以保证优质目标的实现。8.2工期保证措施1．强化项目法管理，推行项目法施工，实行项目经理负责制，设立能协调各方面关系的调度指挥机构，配备素质高、能力强，有开拓精神的管理班子，确保施工进度。2．推行全面计划管理，控制工程进度，建立主要形象进度控制点，运用网络计划跟踪技术和动态管理方法。做到周保旬、旬保月，坚持月平衡、周调度、工期倒排，确保总进度计划实施。3．重点部位、关健项目如钢筋、模板坚持两班作业，混凝土浇筑坚持三班作业，节假日不休息，努力加快施工进度。8.3安全措施8.3.1安全防护1．基坑边的防护：对现有的基坑临边防护栏杆进行全面检查，对不牢固的，再重新进行加固。并将现有的防护栏杆涂红白相间油漆，外侧满挂密目安全网。2．楼层内洞口防护：（1）洞口边长在500mm以下时，用木板覆盖洞口，并固定。（2）楼面洞口边长过大时，四周设两道防护栏杆，中间支挂水平安全网。（3）楼梯边及尚不及砌筑的楼层内临边，用钢筋焊接成防护栏杆并将其涂红白相间油漆，外侧满挂密目安全网。8.3.2机械的安全使用地下室工程施工期间有塔吊3台、混凝土输送泵、中小型机械设备若干。要消除机械伤害事故，在机械使用中应严格遵守安全操作规程。1．塔吊（1）塔吊司机要定期进行身体检查，凡有不适合登高作业的疾病者，不得担任司机，体格检查必须每年一次。配备足够的司机，以适应二班或三班制施工的需要。34 世茂世界湾花园工程地下室施工方案（2）塔吊运作时要有统一的信号，要有专人指挥。司机和指挥人员事先要经过培训，并有培训合格证，要持证上岗。（3）要执行上班检查、定期保养、定期小、中、大修制度，不允许带病运转。（4）塔吊要按要求设有防雷装置，接地要符合要求。（5）塔吊如遇六级以上大风、暴雨、浓雾、雷暴要停止运作。严禁司机酒后上岗。（6）塔吊运转、顶升应严格遵守塔吊安全操作规程，严禁违章作业。（7）吊高限位器、力矩限位器必须灵活可靠，吊钩、钢丝绳保险装置应完整有效。零部件齐全，滑润系统正常。电缆、电线无破损或外裸，不脱钩、无松绳现象。零星、细碎物资应有不致漏出的容器盛装。起吊后应在立地3m左右高度观察吊物正常后才继续起吊，并作水平转动动作，吊重之下不得站人。（8）塔吊安装完毕，经验收合格后方可正式投入使用。2．混凝土输送泵安全使用（1）泵体各部位、油路系统、电气系统应每班班前检查，一切正常后方可开动泵机。（2）停止输送后应对泵体、管路进行清洗，以备下次再用。（3）管道接头和垂直段的附强装置必须牢固可靠，螺栓应拧紧。应经常检查螺栓松紧情况，以防止松脱造成事故。（4）向溜槽内铲送混凝土的人员，应有牢固不滑的站板，防止混凝土浆液溅起后滑。（5）输送泵应搭防砸、防雨、防晒的防护棚。3．其他中小型机械安全使用（1）中小型机械应在操作场所悬挂安全操作规程牌，操作人员应熟悉其内容，并按要求操作。应持证上岗，操作时专心致志，不得将自己的机械交他人操作。机械要做到上有盖、下有垫，电箱要有安全装置，要有漏电保护装置。（2）对平刨、电锯、钢筋机械，其传动部分应有防护罩，电锯应有安全装置，要有漏电保护装置。（3）电焊机一次线接机处，应有保护罩，电线不得任意布放，放置露天应有防雨装置。手把线不乱拉，手把要绝缘，不跑电、不随意拖地。（4）搅拌机应放平、安稳，离合器、制动器要灵敏可靠。（5）乙炔瓶上应有明显标志。瓶上应有防震圈，要防暴、防晒。4．安全用电（1）电力线路采用电缆埋地敷设，埋地深度约700㎜，周圈填50㎜黄砂保护，采用三相五线制供电，配备2名专业电工负责用电管理。（2）塔吊接地与建筑物永久接地相连。（3）所有机械设备均按“规范”接地、接零，安装漏电保护器。（4）配电箱、开关箱在使用过程中，应按下列程序操作：送电操作顺序：总配电箱分配电箱开关箱。停电操作顺序：开关箱分配电箱总配电箱。34 世茂世界湾花园工程地下室施工方案（5）配电箱、开关箱应每月检查一次，对存在的问题及时维修，严禁带病运行。（6）严禁带电作业。停电检修设备时、断路开关应悬挂停电标志牌或派人看守，以免发生意外伤害。（7）熔断丝的使用要符合规定，严禁用非熔断丝代替。开关箱、配电箱制作安装应符合规范要求，防潮防水、加锁，专人管理。8.4雨季施工措施1．做好天气预报工作，尽量避免在雨天浇筑混凝土。2．混凝土施工时备有足够的防雨布，以便突降雨时覆盖用。3．配置20台¯75潜水泵以备雨季抽水。4．做好塔吊脚手架等高耸物件的防雷与防台风措施。做到塔吊顺风停放，并防止基础下沉。5．进入现场设备材料避免堆放在低洼处，露天存放的要垫高加帆布盖好。6．对临时道路和排水沟要经常维修和疏通，以保证暴雨后能通行和排水。7．对路面、脚手架等要铺以防滑材料。8．规划整个施工现场排水，防止雨水灌入基坑。9．制订防台防汛措施，加强思想意识。10．购置足够的雨衣，小雨时保证钢筋及模板工程的施工，以确保工期。8.5现场施工通信联络1．现场办公室设3部程控交换电话，以方便现场信息联络。2．现场管理人员配备手机，集团入网。3．塔吊指挥采用对讲机。4．混凝土泵采用电铃进行开泵、停泵调度。9.1应急救援领导机构及分工在本工程基坑施工过程中，为确保安全，成立基坑安全施工领导小组，下设：宣传教育组；灭火行动组；通讯联络组；疏散引导组；安全防护救护组；物资转移组。由项目经理任组长，项目总工程师任副组长，具体落实安全计划安排。具体负责安全技术措施的落实，安全员具体负责安全应急措施的监督检查并将责任落实到人。项目部各职能人员和施工队负责人在安全施工领导小组的统一领导、组织、指挥下完成职能范围的工作。如发生突发情况，项目全体施工人员应根据应急预案措施，组织施工抢险工作，并按下一流程逐层向上级汇报：（下图）34 世茂世界湾花园工程地下室施工方案政府行政主管部门宁波市北仑区质监、安监站业主监理项目经理项目总工程师现场施工管理人员工急救电话120火警电话119瓦工班组木工班组钢筋班组土方施工班组9.2应急救援小组职责（1）组长、副组长：组织编制施工项目应急救援预案；监督、指导施工项目应急救援预案的实施；当发生突发事件时，指挥应急救援小组对突发事件作出正确反应，实施有效的救援行动，并按规定及时上报有关部门。（2）宣传教育组：负责对进场管理人员和工人进行应急救援知识教育，宣传预案和组织演练并对演练实际效果进行评价与演练后的预案修改。（3）灭火行动组：当发生火灾事故时，进行灭火抢险。（4）通讯联络组：根据事故发生后的报告程序，拨打有关电话，接应公司或其他救援机构支援的人员。（5）疏散引导组：当事故发生时，疏散引导组要向施工现场各层施工员发生事故通报，迅速地指挥员工由上往下疏散，对受到威胁的易燃易爆物品、氧气、乙炔、液化石油气等要迅速转移到安全地带，并派人专管。（6）安全防护救护组：发现有伤员要进行护理，对重伤者要及时送医院救护。34 世茂世界湾花园工程地下室施工方案（7）物资转移组：按先贵重后一般的原则进行转移，对转移的物资要列出清单，派员保护管理。（8）当事故发生时：①从业人员要立即向现场管理人员报告事故情况，管理人员立即报告救援小组组长，救援小组组长立即按规定上报有关部门。②救援小组组长应根据事故的严重程度，确定是否要求公司及上级应急救援机构帮助，组织应急救援小组成员与项目部员工进行事故应急救援、抢险工作，并积极配合、协助事故的处理调查工作。③应急救援小组组长指挥落实对受伤人员的抢救，安排无关人员撤离到安全地带，指定专人维持秩序。指定专人指挥交通及保护事故现场。④现场的安全防护救护组人员根据事故基本情况，立即带备急救药箱和担架（药箱内配足急救药品）前往现场抢救受伤人员。⑤应急救援小组组长确定事故现场的危险范围并实施保护及管制。⑥应急救援小组组长指挥对危险设施的应急处理，以控制事故扩大。⑦应急救援小组组长负责将事故情况向公司及有关部门书面报告。⑧公司安全事故应急救援指挥部根据出事现场实际情况，组织有关部门进入应急救援工作程序，实施应急救援抢险措施和其他安全保障措施。9.3应急救援知识培训宣讲工程项目配有经过急救知识培训管理人员，负责在工程开工前，根据国家法律法规的要求，公司的规定和项目部领导的指示，组织本工程管理人员进行预案宣贯，并对进场施工的作业工人进行预案内容交底。9.4基坑开挖前，作好基坑抢险加固准备工作1、现场储备止水堵漏的必要器材，现场准备羊镐、铁楸、小型挖掘机、高压注浆机等堵漏所需的机器；另外还准备了“堵漏灵”，抗渗水泥等堵漏材料。2、加固用的钢材：如工字钢、槽钢、或由角钢加工成的桁架等。加固用的钢材堆放在钢筋加工场地，若出现险情，马上根据实际情况加工桁架等加固支撑体系。另外在现场基坑内开挖工作面附近堆放一定的水泥、沙包等，用于出现险情时反堆边坡。3、当基坑周围建筑物严重开裂、倾斜时，应立即组织人员紧急疏散，并补强加固或拆除，同时上报上级主管部门。4、在现场堆放一定的砂包，用于发生严重的位移时，采取反堆措施。9.5其他突发情况应急措施1、当地面有裂缝出现时，必须及时用粘土或水泥砂浆封堵。当裂缝较大或有空洞时，对该部位边填砂，边填水泥砂浆。2、当支护结构内侧土体出现渗漏水的情况时，应及时采取有效堵漏止水措施。向孔内注入大于M10水泥浆，边注边观察，防止压力过大使边坡位移扩展。若漏水严重时，用34 世茂世界湾花园工程地下室施工方案“间歇式”注浆，防止浆液从漏水处涌出，降低止水效果。3、止水帷幕漏水、流土，坑内降水及开挖使坑外地面或道路下沉、建筑物倾斜、管道断裂时，应立即停止坑内降水和挖土，并立即用粘土或水泥土阻塞夯实再加混凝土封砌渗漏或用化学浆液、树脂等材料处理止水帷幕的渗漏，必要时重新补做止水帷幕。4、基坑开挖引起流砂、涌土或坑底隆起失稳时，应立即停止基坑内降水或挖土，进行堆料反压，周围环境允许时，也可配合坑外降水。对位移较大部位采用型钢支撑减缓位移速率。5、当坑边土体严重变形，且变形速率持续增加时，应视为基坑整体滑移失稳的前兆，应立即采用砂包或其它材料回填基坑，待基坑稳定后再作妥善处理。当变形速率太大使砂包回填来不及时或不能起到作用时，采用挖机推土，后马上浇捣砼。9.6安全与环境保护措施①对土方开挖前先进行安全技术交底。②对机械工进行安全交底。③有多台机械在同一区域挖土时，机械间的安全距离不得小于10m。④机械挖土时，机械作业半径内不得有人。⑤机械操作严格按机械操作规范操作。①做好基坑内对临时用电设施的管理。②在基坑开挖深度超过2m时，必须在基坑边沿边设钢管安全和防护栏板并进行栏板家固，同时应有安全警示标志，夜间应设红色标志灯。③人员上下设专用爬梯或专用通道上下，严禁沿坑陛或乘员土工具上下。④进入施工现场，必须遵守施工现场管理制度戴好安全帽。⑤控制现场各种机械的扰音。⑥夜间施工严禁扰音不得超过其他区要求。⑦严禁乱排水。⑧对现场进出车辆进行冲洗。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*3tn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世茂世界湾花园工程地下室施工方案34'