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'C-14地块深基坑施工方案目录一、编制依据1二、工程概况1三、工程地质条件21、地质构造22、水文地质概况3四、施工方案的选择31、土方开挖方案选择32、边坡防护的方案选择53、降水、排水方案选择64、砖胎膜施工6五、施工前的部署71、测量72、场地准备73、人员准备84、机械表85、砌筑材料的选择8六、土方回填8七、质量控制标准101、质量保证措施102、质量标准10八、深基坑应急救援预案11九、职业健康安全保证措施16按照专家意见增加土方施工进度计划、应急预案、土钉施工工艺、监测措施附件：海南省万宁市神州半岛第一湾C14地块深基坑施工进度计划表18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案一、编制依据1、神州半岛第一湾二类住宅区C-13/C-14号项目（T1-T4栋）工程施工图纸2、《神州半岛第一湾二类住宅区C-13/C-14号项目岩土工程勘察报告》3、《建筑地基基础施工质量验收规范》GB50202-20024、《地基与基础工程施工及验收规范》GBJ202-835、《建筑边坡工程技术规范》GB50330-20026、《建筑工程施工质量验收统一标准》GB50300-20017、《建筑基坑支护技术规范》JGJ120-99二、工程概况C-14地块位于神州半岛第一湾项目的南部位置，C-14地块用地呈不规则形，东侧为4-3号路，西侧为4-1号路，北侧为4-2号路，南侧面朝大海，东西向最宽约435米，南北侧向最长约238米。C-14地块分为公寓区和商业区，其中公寓区为4栋9层住宅和两个地下车库（T1、T2、T3、T4和A车库、B车库），建筑总面积为43275.8万平方米，其中地下室面积为4895.7平方米，商业建筑面积为18420万平方米。结构形式为全现浇钢筋混凝土剪力墙结构。各单体基底标高为：在C14地块中，原土面标高约为6.0m，故T2、T3、T4基坑开挖深度超过5m，属于深基坑工程。另，A、B车库基底标高为-6.27m和-6.62m，±0.000为6.4m，也属于深基坑工程。工程名称：海南省万宁市神州半岛二类住宅区C-14号项目（T1，2，3，4）建设单位：万宁仁信发展有限公司监理单位：中海建设监理有限公司设计单位：北京市建筑工程设计有限责任公司地勘单位：海南省有色工程勘察设计院18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案三、工程地质条件1、地质构造根据《神州半岛第一湾二类住宅区C-13/C-14号项目岩土工程勘察报告》拟建场地由上至下依次为：(1)素填土层（Qml）：灰黄色、浅黄色、浅灰色，干～稍湿，松散，未经压实，主要由砂构成，沙粒成分主要为石英，长石，亚圆形，颗粒级配不良。局部地段地表堆填少量建筑垃圾。该层为人工堆填形成，在场地内分布均匀，揭露厚度4.80～0.70m，平均厚度2.37m，层顶埋深0.00～0.00m，层顶高程8.22～2.98m。（2）细砂（Q4m）：浅黄色、灰黄色、浅灰色、灰色、中密，顶部稍密，局部密实，稍湿～饱和，沙粒成分主要为石英，长石，亚圆形，颗粒级配不良。该层在场地内分布均匀，揭露厚度11.00～1.00m，平均厚度4.60m，层顶埋深21.10～9.20m，层顶高程-4.14～-15.72m。（3）粉砂（Q4m）：浅灰色、灰白色、灰黄色、黄色、灰色，稍密～中密，饱和，沙粒成分只要为石英，长石，亚圆形，颗粒级配不良，含少量粘性土。该层在场地内分布较均匀，揭露层厚11.00～1.00m，平均厚度4.60m,层顶深埋21.10～9.20m，层顶高程-4.14～-15.72m。（4）粉土（Q4m）：灰色，湿，稍密，含较多砂，局部含较多淤泥质土。该层在场地内分布较均匀，揭露层厚7.50～0.60m，平均厚度2.62m,层顶深埋22.50～11.10m，层顶高程-6.62～-16.19m。（5）粉砂（Q4m）：浅灰色、灰黄色、灰色、灰白色，稍密～中密，饱和，沙粒成分主要为石英，长石，亚圆形，颗粒级配不良，含较多粘性土。该层在场地内分布均匀，揭露厚度10.90～0.60m，平均厚度3.42m，层顶埋深26.50～15.60m，层顶高程-10.65～-20.51m。（6）粉质粘土（Q4m）：灰色，可塑，局部软塑，含较多砂，分布不均匀，局部承砂土混状。该层在场地内分布较不均匀，仅部分钻孔揭露该层，揭露层厚9.20～0.50m，平均厚度4.14m,层顶埋深28.00～17.80m，层顶高程-12.45～-22.52m。(7)18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案粉砂（Q4m）：灰黄色、灰色、浅灰色，稍密～中密，饱和，沙粒成分只要为石英，长石，亚圆形，颗粒级配不良，含较多粘性土。该层在场地内分布较不均匀，仅少部分钻孔揭露该层，揭露层厚10.70～2.70m，平均厚度4.97m,层顶深埋36.50～23.00m，层顶高程-16.97～-30.71m。（8）粘土（Q4m）：灰黄色、浅灰色、棕黄色，可塑，局部软塑，该层在场地内分布均匀，揭露层厚1.10～21.30m，平均厚度10.23m,层顶深埋38.00～18.70m，层顶高程-12.99～-32.80m。（9）砂质粘性土（Qel）：灰黄色、浅灰色、棕黄色，主要由粘性土。砂及少量石构成，可辨原岩结构，最大揭露层厚7.50m，层顶深埋38.80～37.60m，层顶高程-32.36～-33.12m。（10）中风化花岗岩（у4-5）：灰白色夹黑色斑点，风化程度中等，局部风化裂隙较发育，花岗构造，块状构造，造岩矿物为石英、长石、黑云母等暗色矿物，岩质较硬，岩体较完整，岩体基本质量等级分为Ⅲ类，钻探深度范围内仅一点钻孔钻至该层，未揭穿，最大揭露厚度2.90m，层顶深埋45.10m，层顶高程-39.86m。2、水文地质概况场地地下水:区内地下水主要在2个含水层：第1含水层主要赋存于②细砂、③粉砂及⑤粉砂中孔隙型潜水，补给来源以大气降雨入渗及层间渗流为主，含水层厚度较大，渗水性一般，水量较丰富；第2含水层系赋存于⑦粉砂中得微承压水，埋藏较深，主要受层间渗流的补给。地下水潜水的稳定水位埋深1.50～6.50m，高程1.11～1.97m，根据地区经验该区域水位变幅度1.5～2.0m。地下水埋深较浅，场地土方开挖深度为4.0~6.5米，因此需考虑降水措施。土和水的腐蚀性：根据勘察资料的土腐蚀性分析：场地环境类别属Ⅱ类，场地土和水对混凝土结构具微腐蚀性，对钢筋混凝土结构中钢筋具微腐蚀性。四、施工方案的选择1、土方开挖方案选择1、土方开挖基坑开挖的方式原则上采用机械开挖与人工开挖相结合，应分层分段开挖，每层挖土深度不大于2m，每段30.0~50.0m，开挖后，必须及时进行护坡施工；如采用机械挖方，应在基坑坑壁留150mm～300mm厚土层由人工挖掘修整；基坑开挖时在基坑底预留200mm厚土层，待桩基施工完成后再进行开挖，并由人工挖掘修整。18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案大开挖由单体一侧向另一侧开挖，并修临时道路供运土车辆行驶，由于现场土质为沙土，车辆爬坡困难，因此当基坑深度大于4米时采用两台挖机转运土方至运土车内，车辆不再进入基坑内运土。具体见下图；土方开挖示意图基坑深度大于4米用两台挖机转运土方2、土方转运本工程土方转运由反铲挖土机装车、并由自卸汽车将土方运至场地内规划的堆土区域内（土方临时堆场见附图一）。为避免对边坡的稳定造成影响，预留供回填用的土方堆积地、建筑材料及运输车辆等距离边坡应大于2M。待土方施工回填完成后，对剩余的土方进行二次转运至甲方指定土方堆场。3、施工工艺18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案测量放线→≤2米大土开挖→护坡支护→≤2米大土开挖→护坡支护→截水沟及集水井施工→基坑验槽→地下室结构施工、防水施工→土方回填2、边坡防护的方案选择本工程属于经过降水措施后使地下水位低于开挖层的情况，并且从土质、工期及成本等方面考虑，对于本工程的基坑边坡采用土钉墙边坡防护措施进行防护。其土钉墙的施工操作程序有：1、施工准备a.了解工程质量要求，如基坑支护尺寸的允许偏差，支护坡顶的允许最大变形；b.土钉支护宜在排除地下水的条件下进行施工；c.确定基坑开挖线、轴线定位点、水准基点、变形观测点等，并妥善保护；d.制定基坑支护施工组织设计，周密安排好支护施工与基坑土方开挖、出土等工序的关系，使支护与开挖密切配合；e.选用材料：主要包括土钉钢筋、水泥、砂、外加剂等；f.施工机具准备：钻孔机具、空气压缩机，砼喷射机，灌浆泵、混凝土搅拌机等。2、土钉墙支护结构施工工艺：a.开挖工作面。场地开挖选用1：1放坡，坡面土钉(^18@2m，L=2m)支护，坡面挂网(^8@200*200mm)喷砼。（支护剖面图见后附图三）a.土方应分层分段开挖，每层1.5m~2m，分段长度宜为30~50m。基坑开挖过程中若坑壁或坡面出现少量渗水，应在渗水处设深层泄水孔。b.喷射混凝土。通常为了防止土体松弛和崩解，必须尽快做第一层喷射混凝土，厚度不宜小于40~50mm,面层喷射砼原材料采用P.0.32.5R普通硅酸盐水泥，干净的中粗砂和粒径小于15mm的砾石，配合后砼强度达到C20砼标准，喷料应搅拌均匀，随拌随用，水灰比以现场喷射不垮塌、无大量反弹为准。为缩短工期，喷射混凝土中加入重量为2.5%的水泥用量的早强剂以缩短凝固时间。c、设置土钉。土钉施工包括定位、成孔、设置钢筋、注浆等工序，土钉孔位和孔深允许偏差均为50mm，土钉采用二级钢18mm，一般上层土钉喷射混凝土面层达到设计强度的70%后方可开挖下层土方及下层土钉施工。18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案d、铺设钢筋网。钢筋网应在喷射第一层混凝土后铺设，钢筋与第一层喷射混凝土的间隙不小于20mm。采用双层钢筋网时，第二层钢筋网应在第一层钢筋网被覆盖后铺设，另外钢筋网与土钉应连接牢固。根据专家意见，增加土钉施工工艺3、降水、排水方案选择根据工程特点和地勘报告对土方开挖的分析评价，本工程降水设计采用井点降水的方式降水，具体详见降水专项施工方案。本工程施工现场排水主要采用自然明排水的方式。为了避免现场出现积水现象，我司沿着坑顶砌筑一道0.3×0.3m的排水明沟（大样见附图三），一方面排出地表水，另一方面阻断外界地表水流进基坑内。基坑土方开挖到底，沿着坑底砌筑一道0.5×0.5m的排水明沟，坑底每间隔约10m设置一个集水池直径为600mm的预制混凝土管井，每个降水井内设置一个自动抽水泵,以疏排坑内积水至坑顶排水明沟内，并最终排至场外（具体见附图三）。4、砖胎膜施工基础承台及地梁的模板采用砖胎模，并要求双面勾缝。根据承台的深度变化，砖胎膜做变截面砌筑，即当承台深度h≤1000mm的承台砖胎模采用240墙砌筑；深度1000mm＜h的承台，底部1000范围采用370墙砌筑，h-1000范围采用230墙砌筑。具体如右图：5、各基础及侧墙操作面的规定为满足施工操作的要求，从场地表面到地下室基坑的开挖由于要考虑今后侧墙脚手架的搭设问题，开挖的宽度应为基础的宽度加脚手架操作空间（每边预留1.6米）。见下图示意。对于从地下室基坑到承台基础的开挖部分，开挖宽度为基础宽度加砖胎模宽度及操作宽度（每边预留100）。另，18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案如果相邻两个（或更多）或两栋基础边线距离小于放坡距离，则该部分基础将被视一个大基础进行整体开挖。见下图示意。为保证土方不超挖（超宽），开挖前需先对各个承台，地下室边线等洒白线定位。五、施工前的部署1、测量根据甲方土工控制点，引测到现场。并在工程施工区域设置好测量控制网，在各方格点上做控制桩，进行土方工程的测量定位放线，采取设置龙门板桩，放出挖土灰线，龙门板桩离开坑缘1.5m，以利保存，灰线核实无误后进行基坑开挖。2、场地准备²土方开挖前，已将施工现场内的地下、地上障碍物清除和处理完毕；人工挖空桩已施工完毕且通过验收（部分单体）。²地表面已清理平整，场内临时道路已接通。²必须检查建筑物位置的标准轴线桩、定位控制桩、标准水平桩及灰线尺寸。²施工场地应根据需要安设照明设施，在危险地段设置明显标志。18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案²安设施工用电、排水设备。3、人员准备挖土时需配合工人，用于人工清运土方，砖胎膜砌筑，砼垫层浇筑等。由于本工程为大面积土方开挖，多台机械同时开挖，为满足施工需要，现场管理人员不少于6名；现场测量人员6名，以便随时监控现场标高。4、机械表序号名称规格数量备注1反铲挖掘机1m33根据工程量随时调整，满足挖土需要2潜水泵5kw60根据工程需要随时调整3手推车0.1m324用于人工清运土方4自卸汽车5m324根据工程量随时调整，满足挖土需要5、砌筑材料的选择为保证砌筑质量和砖胎膜的稳固性，我司现场现场临建等其他基础设施的砌筑施工中选用混凝土实心砖，规格为190×95×50㎜。采用水泥砂浆砌筑，砌筑砂浆标号M7.5。六、土方回填本工程回填工程主要是地下室砼侧墙施工完成并完成防水施工及混凝土修补后的回填施工。地下室外墙土方回填须在地下室主体施工完毕，地下室外墙防水工程已完成，并经验收合格，防水保护层已做好，同时侧墙的脚手架已拆除等工作之后进行。根据回填部位及单体结构情况，地下室外墙回填时间为主体封顶完成后，拆除部分外架进行地下室外墙及院墙土方回填。按图纸要求，本部分土方回填同样采用基槽开挖出来的素土进行分层机械夯实回填。1施工准备1）地下室混凝土结构强度已经达到设计强度。回填前做好回填技术交底工作。2）在甲方、监理、咨询公司的共同见证下，测量人员对土方回填位置的边坡、地形情况进行测绘，为土方回填工程量的计算提供数据。3）地下室防水工程及保温工程、防白蚁工程及各种预埋水、电管道工程等施工完成会同甲方、监理进行共同检查验收合格并办好隐蔽验收手续。18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案4）边坡基坑底部、地下室筏形基础的垃圾、建筑废料、积水、淤泥等已清除干净，并按规定程序办好隐蔽验收手续。5）施工前，应根据建筑设计标高做好各个回填区域的标高控制点，制作标高控制桩点。为土体分层回填、夯实做好准备。材料机械的准备：土：宜优先采用基槽中挖出的土，并清除其中的有机杂质和粒径大于50mm的颗粒,含水量应符合规定。机具：本部分回填采用打夯机夯实。施工前须检查打夯机、手推车、筛子、靠尺、耙子、平头铁锹、小线和木折尺等工具是否齐全；检查打夯机性能是否满足。机械：回填采用大挖机配合小挖机回填施工。2施工要点：基坑（槽）底或基土表面应清理干净。特别是槽边掉下的虚土、木屑纸片、塑料袋等垃圾杂物。回填土倾倒入基坑时，应靠近基坑护壁倾倒，防止回填土将防水保护层破坏。回填应分层进行，每层虚铺厚度不应大于300mm。夯打密实：夯打（压）的遍数应根据设计要求的干土质量密度或现场试验确定，一般不少于三遍。素土回填每层夯（压）实后，应根据规范规定进行环刀取样，测出回填土的质量密度，达到设计要求时，才能进行上一层回填土的铺摊。由于本次回填作业时需按规定在边坡处设置防护栏杆，并指定专人进行临护。找平与验收：回填土最上一层完成后，应拉线或用靠尺检查标高和平整度，超高处用铁锹铲平；低洼处应及时补打素土。土方回填时，土虚铺厚度为梁面标高以上300mm。在进行建筑靠近中心点范围的土方回填时需小挖机和人工配合大挖机进行土面平整及运输，避免挖机对已施工完成的首层顶板造成冲击。回填时现场严格控制挖机落土高度，尤其结构边梁土方回填时，严格控制挖机料斗不对结构边梁造成冲击荷载，致使结构梁破坏。2、非地下室部分土方回填过程中人工配合挖机进行分层平土，回填分层夯实，每层虚铺厚度不得大于300mm，土方回填至结构梁面标高以上300mm后，最终由人工配合平土面至首层板面标高以下100mm。3成品保护：18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案5.1对基础、基础墙或地下防水层、保护层以及从基础墙伸出的各种管线，均应妥善保护，防止回填土时碰撞或损坏。5.2夜间施工时，应合理安排施工顺序，要配备有足够的照明设施，防止铺填超厚。七、质量控制标准1、质量保证措施²施工员应向班组作好技术交底工作，严格遵照设计图纸、施工操作规程的各项要求施工。²严格执行质量控制和保障制度，以责任制的方式落实到有关人员。施工过程中执行全面质量管理，认真搞好技术复核、隐蔽工程验收、施工记录等工作。²施工前作好轴线和标高控制，严禁超深挖土，适当控制挖土速度。²土方开挖时，挖土标高须由测量人员严格控制，严禁超挖和欠挖,对超挖部分，须用砂石回填，验收合格后再进行垫层的施工。²挖土过程中，要定期对水准点和控制桩的位置进行复核。²机械挖土时，严禁挖斗碰触桩身，挖斗和桩身间距至少应保持在20cm以上。在狭小空间范围内，尽量使用人工清土。2、质量标准(1)土方开挖工程质量检验标准（mm）项序项目允许偏差或允许值检验方法柱基基坑基槽挖方场地平整管沟地（路）面基层人工机械主控项目1标高-50±30±50-50-50水准仪2长度、宽度（由设计中心线向两边量）+200-50+300 -100+500 -150+100 经纬仪，用钢尺量3边坡设计要求观察或用坡度尺检查一般项目1表面平整度2020502020用2m靠尺和楔形塞尺检查2基底土性设计要求观察或土样分析18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案注：地（路）面基层的偏差只适用于直接在挖、填方上做地（路）面的基层。(3)填土工程质量检验标准（mm）项序项目允许偏差或允许值检验方法柱基基坑基槽挖方场地平整管沟地（路）面基层人工机械主控项目1标高-50±30±50-50-50水准仪2分层压实系数设计要求按规定方法一般项目1回填土料设计要求取样检查或直观鉴别2分层厚度及含水量设计要求水准仪及抽样检查3表面平整度2020302020用靠尺或水准仪八、深基坑应急救援预案按照专家意见，增加应急预案应急救援程序:1、建立项目应急救援小组职务姓名电话主要责任组长李晨13510086450总负责，紧急状态总调度副组长胡钢18876008790通讯联络,事故分析处理，媒体的协调与沟通包维彬13823674648现场负责应急预案的独立领导小组（指挥中心）电话：0898-36220272安全、消防员王维13662262235现场安全监管、封闭现场安全监督站的报告、沟通送医院急救员包维彬13823674648应急机构,通知120，医院协调资金保障员裴春13530779306立即筹集资金后勤保卫组组长杨开金13501582897现场保卫工作，交通管制，街道办的沟通施工队负责人各队队长通知家属、安抚其它施工人员组员由项目部各部门成员、施工队队长、安全员组成2、应急救援小组的分工职责2.1 组长：项目经理李晨。职责：18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案1）决定是否存在或可能存在重大紧急事故，要求应急服务机构提供帮助并实施场外应急计划，在不受事故影响的地方进行直接操作控制；2）复查和评估事故（事件）可能发展的方向，确定其可能的发展过程；3）指导设施的部分停工，并与领导小组成员的关键人员配合指挥现场人员撤离，并确保任何伤害者都能得到足够的重视和救助；4）与场外应急机构取得联系及对紧急情况的记录做出安排；5）在场（设施）内实行交通管制，协助场外应急机构开展服务工作；6）在紧急状态结束后，控制受影响地点的恢复，并组织人员参加事故的分析和处理。7）上报公司有关领导，商讨处理最佳方案。2.2 副组长：生产经理包维彬。职责：1）评估事故的规模和发展态势，建立应急步骤，确保员工的安全、减少设施和财产损失；2）如有必要，在救援服务机构来之前直接参与救护活动；3）安排寻找受伤者及安排非重要人员撤离到集中地带；4）设立与应急中心联络，为应急服务机构提供建议和信息。5）实施抢险抢修的应急方案和措施，并不断加以改进。6）寻找受害者并转移至安全地带。7）在事故有可能扩大进行抢险抢修或救援时，高度注意避免意外伤害。8）抢险抢修或救援结束后，直接报告最高管理者并对结果进行复查和评估。2.3 副组长：项目总工胡刚。职责：1）确保与最高管理者和外部联系畅通、内外信息反馈迅速；2）保持通讯设施和设备处于良好状态。3）负责应急过程的记录与整理及对外联络。4）提出抢险抢修及避免事故扩大的临时应急方案和措施。5）指导抢险抢修组实施应急方案和措施。6）修补实施中的应急方案和措施存在的缺陷。7）绘制事故现场平面图，标明重点部位，向外部救援机构提供准确的抢险救援信息资料。2.4消防保卫组安全部长王维。职责：1）事故引发火灾，执行防火方案中应急预案程序。18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案2）设置事故现场警戒线、岗，维持工地内抢险救护的正常运作。3）保持抢险救援通道的通畅，引导抢险救援人员及车辆的进入。4）保护受害人财产5）抢救救援结束后，封闭事故现场直到收到明确解除指令。2.5医疗救治组职责：1）在外部救援机构未到达前，对受害者进行必要的抢救（如人工呼吸、包扎止血、防止受伤部位受污染等）。2）使重度受害者优先得到外部救援机构的救护。3）协助外部救援机构转送受害者至医疗机构，并指定人员护理受害者。4）处于生命急危者，立即安排车辆送往医院抢救。2.6后勤保障组职责：1）保障系统内各组人员必须的防护、救护用品及生活物质的供给。2）提供合格的抢险抢修或救援的物质及设备。2.7资金保障员职责：事故发生时，资金保障员接到通知后在1小时内筹集5万元现金，并在一天内筹集10万元备用，按事态情况保持联系，以便及时处理。3、紧急事故处理流程图可控制情况不可控制情况立即通知政府有关部门：如消防局、安监局、医疗单位按事故严重程度和具体情况，组织人员采取应急措施负责人暂时停止有关工作，并向上级领导和项目部报告发现人通知事故发生单位负责人紧急事故发生配合有关当局进行处理，抢救受伤人员填写紧急事故处理报告，报管理者代表18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案4、事故的应急响应4.4.1紧急事故发生时，所在单位必须立即采取应急措施处理，当事故严重，自身难于处理时，必须首先联络紧急救援或医疗单位，并同时向上级领导报告；4.4.2当紧急事故威胁到人身安全时，必须首先确保人身安全，组长应立即组织人员迅速脱离危险区域或场所，再采取应急措施以尽可能地减少事态的发展；4.4.3紧急事故发生时应按紧急事故处理流程图所示的程序进行处理;4.4.4对紧急情况和紧急事故发生后，应保护好现场；4.4.5紧急事故处理结束后，事故所在单位的负责人应即时填写紧急事故处理报告，报告政府相关主管单位。5、应急准备5.1措施准备具体要求：1)编制专项方案,并进行专家论证；2)施工队应按方案及专家意见的措施严格控制质量；3)项目部严格检查施工队的方案执行情况,有没有违章操作,安全措施是否得当。4)现场生产设施和电气线路及设备均应符合环保、安全和防火要求；18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案5)所有办公场所、施工现场危险部位都应明示安全通道，并保证畅通；6)每天对消防器材、场所、危险物品检查１次。发现隐患及时采取措施消除，并填写相应记录。5.2人员防范技能准备人员培训或教育的具体要求：1)应对相关人员进行所从事工作将产生的潜在事故和紧急情况及相应预防措施的教育或培训；2)应对相关人员进行发生潜在事故和紧急情况时信息传递渠道，应急措施实施的教育或培训；3)项目部对从工人、工长进行技术交底。5.3物资准备具体要求如下:1)按相关措施要求，物资供应部门应提前准备好所需灭火器材、紧急救护设备等物资或器材或设备；2)应急器材必须放置在明显、便于索取的地方，并作醒目的标识；3)应急准备物资或器材或设备主管人员应按规定贮存，防止丢失、变质、损坏，同时还应不定期检查，保证其有效，并做好检查记录；基本应急救援器材清单序号名称数量备注1医疗急救药箱1个含常用急救药物2担架1个3钢锯一把4撬棍5支5大力钳1把6安全带2副7麻绳50米8干粉灭火器若干9气割工具一套10手电筒（大号）5只11电工组合工具2套注：应每月定期对救援器材进行检查，对急救药品及时更新补充，以确保使用。6、深基坑施工监测措施按照专家意见，增加监测措施18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU
C-14地块深基坑施工方案1、基坑支护结构或周边土体的位移出现异常情况或基坑出现渗漏、流砂、管涌、隆起或陷落等；2、基坑支护结构的支撑或锚杆体系出现过大变形、压屈、断裂、松弛或拔出的迹象；3、周边建（构）筑物的结构部分、周边地面出现可能发展的变形裂缝或较严重的突发裂缝；4、 基坑边坡在外力荷载作用下滑坡倒塌；5、根据工程经验判断，出现其他必须报警的情况。九、职业健康安全保证措施²施工人员必须严格遵守施工现场安全管理各项规章和制度，落实防坠落、塌落措施。².土方开挖时，坑边2m以内不准堆重物或行驶重车；施工现场的用电线路、用电设施的安装使用必须符合临时用电管理标准，夜间保证场地照明，坑边设置警示红灯。²机电设备必须由持证上岗者专人操作，并按规定作好维修保养。土方开挖时，应观察周围建筑物及道路有否变形、开裂等现象发生。如发现可疑问题，应及时向项目部报告处理。²车辆离开施工现场，必须做好清洁工作，同时保证现场运土车道畅通，现场无积水。²现场配备必要的防火器材，并保持其完好。²现场材料必须堆放整齐。²作好经常性安全教育工作，现场入口处设置安全施工标语。²人工配合机械挖土操作时，人员不得进入挖土机作业半径内，必须进入时，须待挖土机作业停止后，人员方可进行基底清理、边坡找平等作业。为做好基坑周边的临边防护，在现场施工前，需要在基坑周边搭设维护栏杆，搭设材料采用直径48钢管，高度1200，水平杆两排，从地面起500一道，1000一道，立杆间距600，并外挂安全网。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^G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C-14地块深基坑施工方案²18中国建筑第二工程局有限公司CHINACONSTRUCTIONSECONDENGINEERINGBUREAU'
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