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'徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案目录第一节、工程概况3一、工程概况3二、周边环境条件3三、场地工程地质条件4四、场内地下水情况5第二节、编制依据5第三节、基坑围护设计概况6一、基坑围护设计方案6二、基坑降水方案7第四节、施工部署7一、总体部署：7二、项目班子组织和管理7三、施工准备工作7四、水平与垂直运输方案8五、施工机械配备和劳动力组织8六、材料供应和管理8七、基坑总体施工顺序8八、施工进度计划9九、施工总平面布置9第五节、本基坑工程重点和难点10第六节、施工方案和技术措施11一、土钉墙施工11二、土方开挖方案12三、基坑排水1426
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案五、土方施工技术措施15第七节、基坑工程监测15一、设计要求的施工监测15二、施工单位监测措施16第八节、基坑支护应急措施17一、成立应急领导小组17二、应急措施17三、基坑安全应急预案18第九节、工程质量保证措施18一、质量保证体系18二、材料和设备保证措施18第十节、施工进度保证措施19第十一节、安全生产保证措施20一、安全生产管理措施20二、安全生产制度20三、安全措施21第十二节、文明施工保证措施2226
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案第一节工程概况一、工程概况工程名称：徐州开元四季三期Ⅰ标B区工程建设单位：徐州开元名都置业有限公司设计单位：浙江建工建筑设计院有限公司监理单位：徐州市欣泉建设监理有限公司质监单位：徐州市建筑工程质量安全监督站安监单位：徐州市建筑工程质量安全监督站施工单位：浙江众立建筑工程有限公司建设地点：徐州市三环西路杏山子建筑面积：54566.78平方米徐州开元四季三期Ⅰ标B区工程位于徐州市三环西路杏山子，为徐州开元名都置业有限公司开发的住宅小区。本项目工程5#、6#、7#、8#楼为17、18层跃层高层住宅，5#、6#楼檐高58.6m，其中7#、8#楼檐高56.45m；5#、6#楼为一个单元，7#、8#楼为二个单元；建筑形式5#、6#楼为点式建筑，7#、8#楼为条形建筑，一座整体式地下室为汽车库，地下室层高4.40米，住宅层层高均为2.90米；整体地下室面积9551.98m2，本标段总建筑面积54566.78m2，本工程建筑等级为二级，场地类别属于B类，结构抗震等级：地下室框架及剪力墙结构、5#、6#、7#、8#框架剪力墙结构均为三级。抗震设防烈度七度，地下室耐火等级为1级，其他耐火等级2级。本工程±0.00相当于45.00，地面标高为39.50—47.00，基坑为-4.95—9.35米。二、周边环境条件拟建的开元四季三期一标B区工程,基坑的北面为待建26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案三期一标A区施工场地,以E轴为分界线。基坑的东面为新建小区。基坑南面为正在施工工地，与我公司施工区有一条施工道路相隔。基坑西面为施工道路，边坡由块石砌筑。基坑开挖影响范围内均为施工场地，无供水、煤气等重要管线。三、场地工程地质条件根据徐州市建筑设计研究院提供的工程勘察报告，基坑开挖影响深度内各土层特征描述如下：1、层①杂填土：杂色，成份杂乱，含碎石、块石、建筑垃圾、生活垃圾、粘土等，土质松散。厚度0.20～13.00m，平均2.6米。2、层（1-1）素填土：黄褐色，主要为人工回填粘土，夹杂块石、有机物等，土质较松散。厚度0.40～8.30m，平均3.26米。3、层②粘土：黄褐-红褐色，饱和，可-硬塑，中等-高干强度，中等-高韧性，切面光滑，含少量锰结核。厚度0.10～7.40m，平均1.92米。4、层③灰岩：灰色，中厚-厚层状，鲕粒结构，被隐晶质微晶方解石基底式紧密胶结，有轻微吸水反应，岩体基本质量等级为二级，岩石质量指标RQD=85-98。单轴抗压试验强度标准值frk=58.8Mpa，承载力特征值fa=9.0Mpa。5、层（3-R）含块石粘土：黄褐色、红褐色，饱和，硬塑，高干强度，高韧性，切面光滑，含溶蚀后残留灰岩块石。承载力特征值fak=350Kpa。6、层（4-Q）强风化细砂岩：黄褐色，薄层状，砂状结构，钙质胶结，层理发育，岩石质量指标RQD=0-15。平均50.91米，承载力特征值fa=0.5Mpa。7、层④26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案细砂岩：黄褐色，薄层状，砂状结构，钙质胶结，层理发育，岩石质量指标RQD=20-40。单轴抗压试验强度标准值frk=21.5Mpa，承载力特征值fa=2.5Mpa。四、场内地下水情况本场区覆盖层主要赋存为上层滞水，基岩为裂缝水，场区地下水受雨水影响很大。场地内勘探深度范围内大多未见地下水，仅在厚层鲕粒灰岩埋深较大处，赋存有岩溶裂隙水，初见水位随基岩面埋深不同，变化较大，初见水位埋深为4.60-11.70米，水位标高为33.22-36.61米，稳定水位埋深为2.50-6.00米，水位标高为36.12-40.99米。本工程在基岩埋深较大，基槽及基坑开挖深度在基岩面时，会有水量大小不等的裂隙水涌出，且在雨季时，随着工程降水的进行，出水量有逐渐增加的趋势。第二节编制依据1、徐州市建筑设计研究院提供的工程勘察报告；2、本工程总平面图；3、本工程建筑及结构设计图纸、本基坑的围护设计图纸；4、本工程周边建筑物及周围地下管线资料；5、混凝土结构设计规范（GB50010-2002）；6、混凝土结构工程施工质量验收规范（GB50204-2002）；7、建筑地基基础工程施工质量验收规范（GB50202-2002）；8、建筑地基处理技术规范（JGJ79-2002）；9、建筑基坑支护技术规程（JGJ120-99）；10、建筑工程施工质量验收统一标准(GB50205-2001)11、基坑土钉支护技术规程12、其他有关设计计算规范及规程26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案第三节基坑围护设计概况一、基坑围护方案本工程基坑周围环境较为简单，目前基槽大部分已开挖至基岩面，由于深度不够，须爆破1-2米，根据施工现场情况及基坑围护施工图，拟采用自然放坡+坡面喷砼挂网支护结构。1、基坑南侧DEFG段挖深在7米左右，挖深范围内岩面以上为残坡积土，现场边坡已成型约2年，坡度为1：0.5。须外扩2-3米，由于紧靠场地施工通道，拟采取结合退坡，坡度整理为1：0.6放坡，坡面挂双向钢筋网Φ6.5@250×250，喷射C15砼（厚度80mm），同时坡体击入钢管进行注浆加固。2、基坑南侧ABCD段挖深在4米左右，挖深范围内岩面以上均为粘土。拟采取1：0.75放坡，坡面挂钢板网，喷射C15砼（厚度60mm）。3、基坑GHJA段建设单位已经砌毛石挡墙，不考虑做围护。4、注浆施工要求：DEFG段上部土质为残坡积土，对该土层进行注浆加固。注浆孔间距为1.5米，采取坡面击入48钢管，钢管前部3米留置注浆孔（梅花形布置，间距10cm）。在注浆部位喷砼完成2天后，通过钢管注素水泥浆，水灰比1:1，压力为0.5mpa。按照每孔注浆量为1.5立方米或坡面溢浆。5、喷砼挂网施工要求：26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案喷射混凝土强度为C15，喷射水泥与砂、石重量比宜为1:4-1:4.5，水灰比宜为0.4-0.45，粗骨料粒径不宜大于12mm。放坡段钢板网与一次喷射混凝土壁间间隙宜为20，钢板网采用搭接，搭接长度大于等于300，钢板网通过插入土中的钢筋固定。安放钢板网一次喷射到位。基坑顶部设置1米的喷射混凝土护顶，喷射作业应分段分片依次进行，喷射顺序应自下向上。喷射时喷头与受喷面保持垂直，距离宜为600-1000，喷射砼终凝2小时后喷水养护，养护时间5-7天。坡面根据情况可设置泄水孔：PVC管，Φ=40，L=500，外倾坡度5%，水平间距2000mm。二、基坑降水方案对于基坑外地表处的雨水和施工用水，在基坑周边地面处设置贯通的排水沟（300×400砖砌，坡度1％，环形设置）。将地面雨水、污水集中后，经沉淀排入城市污水管网。基坑内，在距坡脚1ｍ处挖100×200断面环形基坑水沟，并挖集水坑，用水泵及时将坑内积水排入地面排水沟，保持坑内作业面及坑底干燥。第四节施工部署一、总体部署：针对本基坑工程的施工特点，必须做到合理划分施工区域，合理安排施工顺序，以确保施工安全和目标工期。二、项目班子组织和管理项目部将成立以项目经理夏妙水为首的基坑围护施工领导班子。在施工过程中，项目部会自始至终掌握基坑围护施工中的每个环节和动态，及时有效地解决施工过程中的各类问题，确保施工安全可靠的完成。三、施工准备工作26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案为了便于施工及有利于基坑边坡稳定，土方开挖前先做好定位放线工作，及时配合基坑围护单位做好边坡设备的布设。按基坑围护图纸要求，沿基坑开挖面放好开挖边线，临基坑围护线放坡，放坡系数具体按基坑围护方案。四、水平与垂直运输方案为满足地下室结构施工时的水平运输及垂直运输的需要，现场在地下室及主体结构施工阶段设置三台塔吊，塔吊布置位置详见施工总平面布置图。土方采用坑内便道，挖土机挖土自卸车直接进入坑内装土外运，基坑内设置2个上下通道，商品砼采用泵送。五、施工机械配备和劳动力组织为确保施工质量和进度，现场设立工程技术组，由3名工程技术人员组成，其中１名工程负责人主管全面工作，下设7个作业班组，每个班组的技术管理工作由技术人员和班长共同负责，施工过程中派专人值班，现场全面监督和检查，执行先交底后施工的原则。六、材料供应和管理项目部设立材料科，负责材料的供应及机械的维修。1、负责机械设备的管理，督促检查各班组的机械设备的维修保养工作；2、按计划负责，新购置设备的选型、检验和试运行工作；3、制定项目部物资供应、管理办法、降低材料成本、提高经济效益、加强系统管理；4、疏通材料供应渠道，协调、处理材料供应中发生的问题，负责监督管理清仓、盘亏、盘盈、报废物资的审批工作；5、负责制定搬运、贮存程序，以防止在搬运、贮存中损坏新产品（或材料）。七、基坑总体施工顺序26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案根据基坑围护设计方案且根据实际工程情况，土方开挖从东面向西面逐步挖土，西面设一个方向出土。基坑围护施工根据挖土路线，从东面做起。八、施工进度计划我项目部将在计划工期内，保质、保量、高效、快速的完成地下室挖土（围护）任务。详见施工进度计划表。九、施工总平面布置总平面布置规划：l、现场施工作业区和生活区分别设置。2、沿场地四周砌筑临时围墙，高2.20米，形成一个封闭的施工区域。3、施工主入口设置在场地南侧，入口处全面硬化，工地的出入口设置“八牌二图”，在施工区域或危险区域均有醒目的安全警告标志。4、在工地大门处设置水沟，进出车辆冲洗并设置沉淀池，经常清理排污，不允许阻塞。在大门搅拌机和砂浆机附近设置沉淀池，施工污水经二次沉淀后排放。保持排水畅通，做到场内无积水。5、材料堆场按平面布置图设置，砂石、砖堆在指定的堆放场地。堆放场地采用硬地坪，既利于场地的文明、整洁，又可以减少施工材料损耗。6、现场设钢筋加工车间、木工车间和材料仓库。7、生活区按文明标化要求进行合理布置。草坪及绿化设置道路和围墙边角，目的尽量利用边角空间，同时能提高绿色环保氛围。主要机诫、加工场所及堆场的设置1、钢筋加工场所的设置26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案根据本工程的实际情况，为提高钢筋加工效率，加快结构施工进度，地下室结构施工阶段在场地西侧、南侧各设置一个钢筋加工车间和钢筋堆场。2、木工加工场所的设置地下室施工阶段计划在场地西侧、南侧各位置设置一个木工加工棚，加工棚附近设置一个模板堆场，以保证本工程大量模板的堆放及加工。3、搅拌场所的设置地下室施工阶段施工时，在现场西侧设置搅拌区，各设置一台搅拌机和一台砂浆机。4、堆场的设置因施工场地有限，现场材料设备必须做好统筹安排，尽可能做到材料随到随用，并适当有所富余，以减少材料堆放的占地面积。同时，现场内各类材料的堆放必须严格控制，严格按照施工场布图指定的位置堆放，并做到堆放整齐、标识清楚，既保证现场文明施工，也可避免材料误用等质量问题的发生。第五节本基坑工程重点和难点综合分析场地地质条件、土质条件、地理位置、基坑开挖深度及周边环境的影响，本工程具有以下特点和难点。1、东面邻民房，对环境保护和文明施工要求较高。2、本工程基坑开挖面积大。土方大开挖后，基坑周边施工场地较少，给施工场地安排和挖土、垂直运输等工作带来很大的限制。3、基坑土方开挖东面、南面为放坡及喷砼挂网、注浆施工，存在一定的危险，须对基坑加强监测并组织好应急抢险。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案第六节施工方案和技术措施一、土钉墙施工土钉墙最多处分2层，每层每段一次开挖长度为20m，同一施工段上下土钉间隔时间大于3天。每段开挖完后首先修坡，然后：1、喷射混凝土强度等级为C15,水泥采用32.5普通硅酸盐水泥，喷射第一层混凝土厚3～5cm（在放坡区域采用喷射混凝土强度等级为C15，一次性喷射至设计厚度）。喷射混凝土采用干喷法，在喷头处加入水，水量控制以最小回弹率为准，施工中可根据坑壁土层土质、含水量及土方开挖速度，添加2～5%的速凝剂。2、按15度倾角用洛阳铲造孔（如遇杂填土无法成孔采用击入φ48mm*3.5钢管，长度按原设计土钉加长1.0m），孔径100mm，成孔至设计深度，孔深误差小于50mm，孔位误差小于100mm，孔径不小于100mm。3、制作安装土钉。用φ20钢筋制作，对中支架间距不大于1.5m，使土钉保护层厚度不小于30mm，安装土钉时，如一次无法放至孔底，重新清孔。如采用φ48mm钢管加工，施工时钢管前端封闭，在管壁上沿长度方向每隔0.5m转动90度设2个f8mm相对注浆眼，注浆眼从离坑壁2.0m处开始设置直至管底。4、注浆。注浆采用水泥砂浆,水灰比1:1，做到搅拌均匀，随拌随用，一次拌料在初凝前用完。土钉注浆采用从孔口向孔底压浆，孔内放置排气管，孔口用止浆袋，注浆压力不小于0.50MPa，注浆过程中应确认孔内气体全部排出，保证注浆充盈。钢管注浆不设排气管，注浆前对钢管内杂物进行清除，确保注浆通畅。5、绑扎钢筋网。钢筋网为f6.5@250双向排列，钢筋的搭接长度为300mm，上下施工段之间以及水平加强筋的搭接采用焊接。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案6、土钉头采用2φ14通长加强筋压于钢筋网之上，2φ20L300压于加强筋之上，与土钉主筋平行焊接。7、喷射第二层混凝土至设计厚度。8、喷射混凝土强度可用边长为100mm的立方体试块进行测定。制作试块时，将试模底面紧贴边壁，从侧向喷入混凝土，每批至少留取3组（每组3块）试件。9、用于注浆的砂浆强度用70mm×70mm×70mm立方体试块经标准养护后测定。每批至少留取3组（每组3块）试件，给出3d和28d强度。二、土方开挖方案根据现场实际情况和基坑围护的设计图纸，在挖土过程中，我公司计划在场地中间铺设一条600厚、6米宽的临时道路，作为土方运输道路；并在主干道侧设回车场，坑内设支道，车道伸入坑内的放坡系数定为1：3.5~4之间，回车场、车道铺设材料为塘渣，碾压成型后以满足车辆载重行驶要求为准。本工程基坑土方开挖采用机械挖土至设计标高。1、挖土质量控制要点26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案a、对定位放线和标高的控制根据建筑物的轴线尺寸和设计平面图复核建筑物的定位桩，并用经纬仪和钢卷尺进行检查校对，然后设置挖土控制轴线桩，控制桩一般设在距基坑边1~2倍的基坑深度。水准点标高已引测在临时活动房墙上和原工地围墙上，离活动房2米的地方设置水准点井并妥加保护。挖土过程中要定期进行复测，校验控制桩的位置和水准点标高。B、土方开挖的步骤按基坑围护设计方案要求，边坡根据土钉施工剖面图分层施工。边坡应采用分层、分段跳挖，每段挖土长度不超过20m的挖土方案。沿基坑周边卸土至第一道土钉标高以下50cm，施工素砼护坡和第一道土钉。待已施工完成的土钉墙达到80%设计强度（约3天）后，进行第二阶段土方开挖，挖土至第二道土钉标高深度，每层开挖深度不得超过1.2m，沿基坑各边，每完成20m长度的土方开挖，立即进行相应范围的土钉墙及土坡护坡施工。按第2点要求依次施工第三排（及以下）和相应的喷射钢筋砼面层，直至挖土到设计标高。严格控制大防坡开挖的土坡高差及坡度，及时施工护坡面层，防止基坑土体滑坡。挖土至岩石层再进行爆破作业，然后进行墩基础施工。挖土边坡值应按设计围护方案确定，本工程东侧、南侧为放坡。边坡坡度为1:0.75及1：0.6。截面尺寸应按照挖土灰线和边线进行，经常检查挖土的宽度，检查可用经纬仪或挂线吊线锤进行。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案挖土必须做好地表和坑内排水、地面截水和地下降水，每次挖土之前必须进行水位观察。C、基坑验收因本工程基坑开挖时间较长，在开挖至岩石层时应立即通知监理单位、建设单位等有关人员共同到现场进行检查、鉴定，核对地质资料，然后进行爆破及墩基础施工。D、回填土施工因本工程挖出的土方就近堆放，地下室土方回填可采用挖出的土方回填，回填土方由汽车运入指定位置，然后用人工进行回填。回填时注意事项：（1）、回填土应按规定分层取样，在回填过程中，应按规定测试夯实后的容重，在符合设计或规范要求后才能回填上一层。（2）、土方回填时，严格控制每层回填厚度，逐层回填，分层夯实，夯实可用打夯机或者人工夯实，每层厚度不超过30cm。禁止汽车直接卸土入槽。（3）、严格选用回填土料质量，应清理基坑内杂物，排除坑内积水，控制含水量、夯实遍数等是防止回填土下沉的重要环节。雨天不应进行填方的施工。如必须施工时，应分段尽快完成，且宜采用碎石类土和砂土、石屑等填料。现场应有防雨和排水措施。（4）、路基、室内地坪等填土后应有一段自然沉实的时间，测定沉降变化，稳定后才进行下一工序的施工。（5）、回填土施工时应在地下室防水层施工完成，防水层保护砖墙砌筑，并已具有足够强度时，及时进行回填。三、基坑排水（1）坑边不得有常流水，防止渗水进入基坑及冲刷边坡，降低边坡稳定。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案（2）在基坑开挖施工中，在坑内每隔40m设积水坑，坑底比开挖面深约1.00m，为防止积水坑坍塌将水泵埋掉，可在积水坑内放置外包铁丝网的钢筋笼，钢筋笼周围用碎石填塞，水泵放到钢筋笼内进行抽水。（3）基坑成形后，在基坑内部设置纵横向排水沟，每40m设置集水井，做好基坑内的雨污水的有组织排放。四、土方施工技术措施（1）、土方开挖必须科学；挖土应尽量采用对称、分层、平衡挖土，避免超挖。（2）、整个基坑分层挖至设计标高。坚持挖完一层再挖一层的原则，杜绝在同一地点连续挖到底，以保证土体的能量得到缓慢均匀释放。（3）、在土方施工时，如发现围护结构位移较大，超过警戒值时，应立即停止施工，按照事先拟定的应急措施采取行动。（4）、防止边坡堆土，随挖随运。开挖机械和运土车辆要紧凑有序，挖掘机操作要准确，在接近围护桩时，要适当减小幅度和放慢速度，严禁在开挖过程中碰撞损坏围护结构。（5）、土方开挖时车辆行驶临时道路必需远离基坑围护，运输车辆在接近基坑时要放慢速度，以减小地面动载对围护结构的影响。第七节基坑工程监测一、设计要求的施工监测26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案本工程平面尺寸较大，为确保地下室施工的安全可靠和开挖的顺利进行，整个地下室施工过程应进行全过程动态监测，实行信息化施工。通过现场监测，可以及时掌握支护结构和基坑外侧地基的位移、沉降以及对临近建筑、道路的影响，以便及时调整施工方案和采取相应的应急措施，避免工程事故的发生。围护体顶部、临近建筑物和道路管线沉降观测，周围地面、建筑物及道路管线的沉降观测点根据现场具体情况由专业监测单位提出，并经建设单位和围护设计单位同意后确定，沉降预警值：累计25㎏㎜。二、施工单位监测措施基坑开挖和地下室施工阶段，除了专业监测单位的日常监测外，我项目部还需加强基坑底部情况、基坑周边地面沉降开裂情况，基坑塔吊沉降水平位移、垂直度及周边环境变化情况的监测。（1）、基坑底部情况监测包括基坑底部土体回弹隆起情况的观察。（2）、地面沉降开裂观测使用仪器是精密水准仪和合金水准尺。重点应放在南部钢筋堆放及制作场地、东面河道位置。（3）、开挖过程中由干围护结构变形引起的周边道路、建筑物裂缝，，应及时做灰饼进行裂缝发展监测。（4）、监测频率：施工常规监测的频率应高于专业监测，每天不少于2次，根据实际开挖进度还应增加次数，测量人员应根据实际数据做好监测记录。（5）、常规监测注意事项a、监测时要使用相同的仪器，在相同的位置上，由同一观测者按同一方案施测。而且测量控制点要安全，其位置不要设在变形、位移区内。b、开工前，请建设单位组织、监理单位与项目部参加，对附近建筑物访问了解，看原建筑是否存有旧裂缝，如果发现应逐一记录，对裂缝取点用石膏饼法等封蔽观测。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案c、所用仪器必须经法定检测机构检定合格。观测期间要做到“五固定”，即观测人员、测量器具、观测方法、观测路线和测站固定。第八节基坑支护应急措施本工程基坑施工属于深基坑工程，在施工过程中具有一定的危险性，可能会由于地质情况、气候环境、施工状况、机械挤压、材料质量等各种不利因素影响而产生塌方等危险，为确保工程基坑施工过程中的绝对安全，必须对基坑施工过程采取相应的管理措施。一、成立应急领导小组为保证基坑施工进展顺利，项目部将组建应急领导小组总指挥：刘同顺负责总体调度、指挥向上级报告事态进展①副总指挥：孙建苗疏散人员、环境治安、人员急救②副总指挥：陈建峰抢险救灾、抢救物资供应材料员：吴劲松抢救物资供应安全员：李春尧抢险救灾质量员：诸永江疏散人员、环境治安施工员：方友才人员急救、120联络二、应急措施1、配合监测单位做好基坑周边土体的沉降及水平位移观察工作，随时了解位移及沉降情况，以便在施工过程中发现异常情况时，能够及时采取应急措施。2、在基坑开挖施工过程中，基坑位移较大时，应立即调整土方开挖顺序，放慢土方开挖速度，坑外卸载，坑底回填土方或堆放砂包等。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案3、现场准备一定数量的钢管、型钢等支撑材料，在紧急情况发生时，可设置临时支撑。4、现场备足沙包和草包，在紧急情况发生时随时可以对基坑用沙石料或土方进行回填。5、地面有裂缝时用纯水泥浆或就土填实，以免地表水渗入边坡，影响稳定。6、现场配备潜水泵和活水泵，遇大雨或暴雨，潜水泵和活水泵立即投入使用，基坑内严禁出现积水。7、加强地下室施工期间的施工管理，防止人为因素造成的险情。8、由于深基坑围护施工的相对危险性，在施工前，准备好一定的抢险、急救物资；与周边医院、消防部门保持一定的联系；在现场职工中组织一支抢险应急队伍；在日常施工中，加强安全检测；如有严重安全隐患出现，应立即将施工人员全部撤离现场。三、基坑安全应急预案（详事故应急救援预案）第九节工程质量保证措施一、质量保证体系项目部将成立以项目经理刘同顺为首的基坑围护施工领导班子。在施工过程中，项目部会自始至终掌握基坑围护施工中的每个环节和动态，及时有效地解决施工过程中的各类问题，确保施工质量。二、材料和设备保证措施1、采购建筑材料、设备，选择的供货单位必须具备相应的生产条件、技术装备和质量保证体系，具备必要的检测人员和设备，材料采购员必须把好产品看样、定货、储存运输和核验的质量关。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案2、材料应有产品质量检验合格证明，设备应有产品详细的使用说明，电器设备还应附有线路图。3、材料到场须由材料员自检合格后上报项目部鉴定，不符合要求的材料禁止使用。4、进库材料由仓库管理员专人负责，须分类分规格堆放整齐，并挂牌标明进库日期、数量、规格及积余量。5、各类物资、器具的收、发、存按品种、规格分类做帐，作到帐、卡、物相符。6、易燃易爆物品要单独存放，设有专门库房，不得混放。7、作好防盗、防火，库内严禁烟火，按规定设置消防器材，并熟知使用方法。人员离库时须断电、关窗、锁门。8、经常打扫室内卫生，保持室内整洁。9、原材料试验制度1）、原材料质量好坏，直接关系到工程质量，为防止原材料质量差而影响工程质量，因此，在施工前必须对有关原材料进行复试检验。2）、几种重要材料的试验项目：1.钢材应做好抗拉、屈服点、冷弯、伸长率试验，有焊接时应做焊接试验；进口钢筋焊接前应做含碳量、碳当量、含硫量、含磷量化学分析试验。2.水泥应做安定性、抗拉、抗折试验。3.粗骨料应做含泥量、含水量、空隙率、有机质含量试验；用于有震动要求的砼结构的粗骨料还应做耐久性试验。4.细骨料应做含泥量、含水量、粒径、有机质含量试验。第十节施工进度保证措施26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案按业主要求工期完成施工任务，确保质量的前提下在规定工期完成。为能如期完成土方工程，采取如下具体措施：1、建立精干有力的项目管理班子，并确保项目管理班子到位。2、配备充足的熟练施工技术人员和技术工人。3、资金和物资设备的充分保证，本工程施工中所需的周转材料、机械设备及时到场，决不出现由于周转材料不到位而影响施工进度。4、实行现场协调会制度，协调设计及施工各工种的协作配合。5、按流水施工，实现立体交叉作业，在投入同等人力物力的前提下，科学安排加快速度。6、加强现场管理，项目经理、技术总负责人坚守岗位，施工员、质量员、安全员、班组长坚持第一线，落实每天的生产目标，跟踪检查每道工序的施工质量，将问题消灭在施工过程中，避免事故发生。第十一节安全生产保证措施一、安全生产管理措施1、坑壁残留滞水的处理基坑侧壁在潜水层分布范围有可能会出现少量的残留滞水，可采取相应位置插入引流管，引入坑底积水坑集中排走的措施进行处理。2、地面防渗措施（1）严格控制基坑周边的用水点。（2）基坑四周修筑排水沟，防止人工或雨水流入坑内。（3）施工过程中应经常检查排水沟，确保排水沟的畅通，防止堵塞。（4）对基坑边的原有裂缝应做必要的填补，严防地表水的渗透（5）妥善处理各种管道渗漏水。二、安全生产制度26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案为了保证基坑开挖的安全完成，特订立以下制度：1、安全生产教育制度2、安全技术交底制度3、安全验收制度4、安全生产检查制度5、安全伤亡事故处理制度6、班前安全活动制度三、安全措施1、基坑施工安全措施（1）基坑上口排水沟外50cm位置，做临边防护栏杆，防护栏杆采用φ48钢管连接，栏杆高度为1.5m，18cm的挡脚板。防护栏杆采用密目网封闭围护。并涂刷黄黑色漆。基坑内设置7处上下通道，搭设时按照通道架搭设要求施工，设置栏杆、铺设脚手片、防滑条等安全措施，满足安全施工要求。（2）上下通道，严禁拉小车，快跑、超载、等违反安全操作规程。（3）上下通道铺设的脚手片，及时要更新替换，满足安全施工要求。（4）夜间施工行走时，要装有足够照明灯具，避免安全事故的发生。（5）进入基坑施工的人员上下通行由斜道或扶梯上下，不攀登模板。脚手架、或绳索上下，并作好“三保、四口”等防护措施。（6）基坑边堆载不得超过15KPa，在施工条件成熟的情况下，不允许堆放任何材料及机械设备等有关影响基坑稳定不利因素。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案（8）夜间施工设置照明灯具大灯五盏，具有足够照明。并且在防护栏杆上挂安全警示标志牌，夜间每隔10m挂一盏红色警示灯。保证施工作业人员的安全。第十二节文明施工保证措施(1)健全制度，狠抓落实，用严格的岗位责任制和考核、奖惩制度来保障创建文明工地的顺利开展。要求每个工地在开工前要制定达标规则，从人力、物力、财力上进行统筹安排，在施工中要加强动态管理，落实岗位责任制，责任制须到人、工地哪个部位、哪个方面出现问题，都要追究具体人的责任。为使工作落到实处，结合公司每季度对项目部的综合考评检查，对先进的班组和个人，予以表彰和奖励，对达不到标准的给予相应处罚。(2)把创建文明工地作为系统工程来抓，全方位展开，把工地的文明建设看作是企业的重要组成部分，要求做到“四全”：即是全员参加、全过程进行、全企业展开、全面提高。所谓全员参加，就是要做到工地上的每一员工都要积极参与文明工地建设。所谓全过程进行，就是从开工至竣工，要把两个文明建设贯穿于始终。企业所有部门都要开展或配合开展创建文明工地的工作。所谓全面提高，就是每个工地都要按照规定达到一定的标准和水平。(3)以人的安全为第一要素，抓好工地的安全达标工作。建筑生产活动多为露天、高处作业、不安全因素较多，因此，文明工地建设首先是从安全的标准化管理抓起，以安全生产作为最基本的要求。(4)工地上要求按照建设部颁发的《建筑施工安全检查评分标准》(JGJ59-99)的规定，做到九个方面的标准化管理；1）建立健全以安全生产责任制为基础的10项安全管理制度，责任到人，严格落实。26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案1）创造良好的场容场貌，树立新的企业形象。工地是建筑业的“窗口”也是企业最具说服力的广告，可以使企业的管理水平和整体形象都得以充分展示。工地实行封闭施工，工地四周设置不低于2.2米的封闭式围挡。工地门口竖有企业标记、工地项目名称的标牌。在施工场地各类材料、半成品、成品、废品等按平面统一布置、示分区堆放，而且是成垛、成堆、成捆、成圆、成方、并挂牌标示。工地的主要出入口设置“八牌二图”，在施工区域或危险区域均有醒目的安全警标标志。2）场外道路施工污染较多的是工地道路主入口左右距离约为200多米范围内，派专人进行保洁工作，平时安排一人专职清扫，早晚二次。在主入口设高压冲洗泵，对进出施工现场的车辆进行冲洗。建筑垃圾进行集中堆放，有组织地进行建筑垃圾的清理，外运工作确保现场的整洁。车辆装载材料时，严禁超载，散体材料必须密封运输，以防止物体散落在市政道路上。3）施工五小设施安排：各类设施经过专门设计。民工宿舍3.6m开间深6.0m，考虑结构安全性，为二层轻型活动钢房，每间安排6人住宿，每人有储物柜。食堂为单层彩钢板活动房，食堂内贴浅色地砖，冷熟食间分开，内设消毒专柜，采用柴油炉烹烧，设有油烟净化器、隔油池、灭火器及防鼠设施。现场办公楼为二层轻型活动钢房，共24间。4）工地上所有人员都须佩戴员工卡。5）26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案改善工地的卫生状况，注重工人的身心健康。建筑工人在工地上露天作业，干着繁重的体力劳动，通常作业环境比较差，办公、生产等临时设施较简陋。在文明工地建设中，不仅要创造一个安全的作业条件，减少了伤亡事故，还要大大改善作业及生活环境卫生、文明状况，保障了工人的身心健康。工地设有办公室、淋浴室、宿舍(或更衣室)、厕所、食堂等设施、工地食堂清洁卫生、食物盛器上均有生熟标记。食堂的餐具均经过严格消毒，餐券也要进行消毒。工地上的茶水供应、茶具消毒基本符合卫生要求，炊事员要进行体检，并须持健康证上岗。工地宿舍整洁、卫生、被褥、蚊帐、面盆、床架等日常生活用品摆放整齐。生活区排水畅通，垃圾有容器，并有专人定时清扫，有效遏制苍蝇、蚊子、老鼠等滋生。在工地上医护人员针对季节性流行病，传染病等，及时通过多种形式向职工宣传防病、治病的知识。“以人为本”的文明工地建设，进一步体现了工人阶级主人翁的地位，唤起了人们的荣誉感和责任感，激发广大建筑工人的劳动积极性、主动性和创造性。1）主动协调，采取措施，共建文明工地。工地在施工中势必会给周围居民带来诸多不便，为了架起施工企业与周围居民沟通的桥梁，工地围挡上写着“创建文明工地，接受市民监督”、“我在此施工，给你添麻烦了”等标语，合理安排施工时间，尽量减少夜间施工对附近居民产生影响，若夜间施工，首先办理夜间施工证并通告四周居民，主动取得理解和支持，并尽量减少噪音，在施工期间如果附近居民有什么困难，公司应主动帮助解决。雨天工地积水，应为居民铺设便道，夏季垃圾及时清运。通过共建文明工地的活动，在企业与居民、政府与人民之间架起一座信任与理解的桥梁。2）26
徐州开元四季三期Ⅰ标B区工程基坑围护及土方开挖施工方案重视提高员工素质，把文明工地建设成为培养人才文明工地，不但重视物质文明建设，更注重精神文明建设，重视人的培养及其素质提高。在创建文明工地的过程中，不仅使临时合同工掌握一定的劳动技能，还要把工地办成了培训班、大学校，使他们每到一个工地做工，就受到一次文明市民、文明职工的培训。工地设黑板报、宣传栏等。项目部就要针对性的工地治安防范措施，做到重点要害部位的防范设施到位目标管理责任到人。对临时合同工不但在生活方面给予照顾,还应组织他们进行岗前培训和上岗后的班组学习(包括政治、文化和规章制度的学习)，并提供报刊及其他学习资料，使临时合同工的综合素质逐步得到提高。文明工地的“以人为本”和建设“和谐工程”的指导思想，它对于保证安全、提高质量、培养一支高素质的队伍，密切党和政府同人民群众的联系，促进社会主义精神文明和物质文明建设，都具有十分重要的作用。1）严格执行徐州市的有关规定，加强对外来民工的管理，对外来人员应登记注册，办理暂住证及劳动用工许可证手续方可招用，杜绝打架、斗殴、酿酒赌博等不良现象。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%&qY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