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'中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案第一节编制依据(1)《建筑与市政降水工程技术规范》（JGJ/T111-98）；(2)《建筑基坑支护技术规范》（JGJ120-99）；(3)《建筑桩基技术规范》（JGJ94-94）；(4)《混凝土结构设计规范》（GB50010－2002）；(5)《建筑地基基础工程施工质量验收规范》（GB50202-2002）；(6)《泰悦居－一期工程岩土工程公司勘察报告（详勘）》四川蜀通岩土公司提供(7)泰悦居－3#桩基设计图纸由攀枝花规划建筑设计研究院有限公司提供第二节工程概况泰悦居－3#位于四川省攀枝花市仁和区仁和镇老街村二组，为34层的框架-剪力墙结构，无地下室，±0.000标高为1144.3m。场地红线范围为不规则矩形，基底面积为679.60平方米，总建筑面积21350.18平方米。基础采用筏板形式，采用昔格达组泥岩夹粉砂岩做持力层，当挖至设计标高位置的时，发现2~19/A~D有一小块是回填土，承载力不满足要求，经地勘、设计同意采用8根D=0.9M的人工挖孔桩打到持力层来将筏板荷载传到基础中去。建设单位为攀枝花银泰置业有限公司，设计工作由四川攀枝花规划建筑设计研究院有限公司承担。拟建场地的岩土工程勘察工作由四川省蜀通岩土工程公司完成。一、工程简介序号项目内容1工程名称泰悦居-3#楼2地理位置四川省攀枝花市仁和区仁和镇老街村二组3建设单位攀枝花银泰置业有限公司4设计单位四川攀枝花规划建筑设计研究院有限公司5监理单位四川省元丰建设项目管理公司6质量监督攀枝花市质量检测中心7施工总承包中国建筑一局（集团）有限公司18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案第三节工程地质条件一、地形地貌场地位于攀枝花市仁和区仁和镇老街村二组。场地主要为山地，上部均为回填土，经过场地平整后，场地自然地面标高相对±0.00为－6.6米。第四节施工组织管理一、管理目标充分发挥我公司技术、管理、设备、人员优势，科学地组织施工，严格履行合同，确保实现如下目标：1、质量目标按ISO14000标准建立健全项目质量保证体系，严格质量责任奖惩制，严格执行技术标准，以良好的工作质量、严格的操作工艺确保工序质量，以优良的工序质量确保工程质量，各项技术指标达到设计及规范要求，创结构优质工程奖。2、工期目标根据工程特点，在确保工程质量、安全生产的前提下合理组织，确保在最短时间内完成施工任务。工期目标为15天。3、安全目标严格执行安全政策、法规和操作规程，以“安全第一，预防为主”为原则，加强安全意识教育，搞好安全文明施工，增强安全监督执法，对关键部位及重要环节，应采取相应的防护措施，确保工程无重大安全及人身伤亡事故，创安全文明标化工地。安全控制目标:“零死亡”、“零重伤”、“无重大违章指挥”。4、文明施工目标文明施工控制目标：不污染环境、不扰民、控制噪音，创标化工地。5、服务目标信守合同、密切配合，认真协调与各方关系，接受发包方、监理和质量监督站的监督检查，优质、高速地完成施工任务。二、施工准备1、技术准备1)、18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案严格执行相关技术标准、规范，认真学习领会工程合同，结合国家现行规范、标准，仔细阅读设计图纸，理解业主与设计对工程的要求。做好图纸的自审与会审，编制详尽可行的施工方案，做好前期技术资料准备。2)、根据业主提供的控制点坐标、高程资料及设计图纸，进行现场复测，建立施工控制网。3)、根据图纸要求及工程内容，组织编制专项工程的施工方案或作业设计。同时根据原材料的来源，着手进行有关原材料的检验以及配合比试配等准备工作。落实原材料的供应商。2、现场准备1)、人工挖孔桩是工人在孔内地下作业，严禁从孔口掉落物体，要求孔口周边地面平整，排水通畅，不积水，更不得向孔内流水，能形成施工便道。因此进入施工现场应首先作好场地、道路平整，尽快形成施工便道，接通施工及生活用水、电。2)、严格按施工组织机构建立工程管理体系、项目部质量安全管理体系，各类安全标志，交通疏导标志挂牌，示意清楚。3、主要劳动力计划根据本工程施工周期短，编制详尽的各专业施工队伍进场计划，一旦工程需要，及时组织进场。主要劳动力计划表工种工程投入劳动力备注测工3挖孔工8普工5电工1钢筋工6混凝土工34、主要施工机械设备计划根据施工进度计划及工程需要，制定机械设备及物资需用量计划及进场计划，并落实货源，及时组织进场。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案拟用于本工程主要施工机械设备序号机械名称型号数量进场时间出场时间1挖孔提升设备套82012.8.162012.8.262电焊机315型1台2012.8.282012.8.283钢筋切断机GJ40-11台2012.8.282012.8.284钢筋调直机Hp1台2012.8.282012.8.28主要的测量、试验、质检仪器设备表序号设备名称型号规格数量进场时间出场时间1全站仪Wild-TC20001套2012.8.142012.8.242鉴定钢尺JHX-50m1把2012.8.142012.8.243游标卡尺0-1501把2012.8.142012.8.244砼试块盒150×150×1508组2012.9.22012.9.35、主要物资计划主要材料需用量计划表材料名称规格单位数量拟用厂家进料时间商混C45m3按实宏基2012.9.2钢筋15、8t按实昆钢2012.8.26材料及现场制作的试件由具有法定资格的检测单位进行检测。三、施工组织协调为保证高质量、按工期保安全地完成本工程的施工任务，组建经验丰富、高效、精干的工程项目部。1、与设计单位的工作协调18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案(1)项目部随时通过与监理、业主、设计单位联系，进一步了解设计意图及工程要求，并根据设计意图提出我们的实施方案，包括施工可能出现的各种结构状况，协助设计单位完善施工图设计。(2)对施工中出现异常情况，除按业主、监理的要求及时处理外，还应积极与设计院联系，出具设计修改单。在施工中，还应会同监理及业主驻现场工程师、设计按照总进度与整体效果要求，做好过程质量验收、隐蔽工程质量验收和竣工验收等。2、与监理工程师的协调(1)在施工的全过程中，严格按照业主及监理工程师批准的施工组织设计进行质量管理、进度管理及成本控制，接受监理工程师的检查，并按照监理的要求，予以整改。(2)贯彻项目部已建立的质量控制、检查、管理制度。项目部对整个工程产品负有最终责任。任何作业班组工作的失误、失职均视为项目部的工作失误。杜绝分包不服从监理及业主工作的不正常现象发生，使监理工程师的一切指令得到全面执行。(3)所有进入现场使用的成品、半成品、设备、材料、器具、均应主动向监理工程师提交产品合格证或质保书，并规定在使用前及时送检并主动递交检测结果报告。(4)按部位或分项进行工序质量检验，严格执行“上道工序不合格，下道工序严禁施工”的准则，使监理工程师顺利开展工作。对可能出现的工作意见不一的情况，遵循“先执行监理的指导，后予以磋商统一”的原则进行办理。在现场质量管理工作中，维护好监理工程师的权威性。3、与分包之间的协调(1)项目部以指令、调度令的方式组织各项目分部科学合理地进行施工生产，协调施工中产生的各类矛盾。分包与项目部以协议的形式明确各自的责任，并以此进行监督、检查、追究贻误方的失职，尽可能地减少施工中出现的责任模糊和推诿扯皮现象而贻误工程，造成质量事故或经济损失。(2)项目部不断加强对各分包的教育，提请分包增强员工对产品的保护、做到上道工序对下道工序负责，完工产品对业主负责，使产品不受污染、损坏。第五节人工挖孔桩施工方案一、施工工序场地平整→测量放线(根据轴线定桩位)→降水→制备开挖必备的设施→挖第一节桩孔土方→支模、浇注第一节护壁混凝土→在护壁上作桩位十字铁钉→校核桩位轴线→待护壁混凝土达到强度（不得小于5Mpa；宜在24小时后）拆模并开挖第二节桩孔土方→18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案校核桩孔垂直度和直径并支模、检查固定、浇注第二节护壁混凝土→……→……→循环作业直至设计深度→清理井底残渣→对桩孔直径、深度、桩中心轴线、持力层进行全面检查验收→进行桩扩大头部分土方挖土施工→桩孔中制作钢筋笼、就位并固定→钢筋隐蔽验收→用串桶分层浇筑混凝土至设计标高(见证取砼试样)，完成一根桩的施工任务→循环作业直至完成所有桩的施工任务。二、土石方工程1、人工挖孔桩从场地的自然地面开始下挖。人工挖孔桩是工人在孔内地下作业，作业面小，作业部位深，孔内易发生物体打击事故，严禁从孔口掉落物体，要求孔口要高出地面200mm，孔口周边地面平整；孔口周边的土体经雨水浸泡后，土的物理力学特性发生变化，易发生土方坍塌、塌孔事故，伤害在孔内地下作业的工人，要求孔口周边排水通畅，不积水，更不得向孔内流水；人工挖孔桩挖出的土方采用人工及时运至指定地点，桩的护壁的钢筋、砂石和水泥须运至孔口附近施工，要求场地平整，能形成施工便道。2、护壁施工为防止土体滑塌,确保施工操作安全，根据场区工程地质条件，对人工挖孔桩采用现浇钢筋混凝土护壁,护壁混凝土强度采用C25，厚度200mm（最薄处120mm），分节护壁，护壁水平钢筋8@200,纵向钢筋8@200，其技术要求：支模必须成圆形，支模圆心在孔中心，内径不小于设计桩径。护壁厚度满足设计要求；上下护壁搭接必须满足施工图要求，不得脱节，见下图：18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案3、挖孔方法土方由人工用锄、铲、锹从上至下逐层挖掘，先中间后周边，孔口搭设提升设备提运土方，并将其堆放到指定地点。具体施工过程如下：1）测放桩位:根据甲方提供的基准点及红线或轴线位置，用经纬仪放出桩的中心轴线及每一桩孔的孔位中心点。用水准仪测定每个桩点的原始地面高程，并作好记录，控制桩顶标高，施工完毕后，再进一步复查孔位及桩底标高是否符合要求。2）开挖第一节桩孔土方：开挖桩孔应从上到下逐层进行，挖粘土、细砂、砾砂用短柄铁镐。根据本工程地质情况，每节的高度以1.0m为宜。3）挖孔截面尺寸严格按照设计图纸中桩身截面形式施工，（见附图1）挖土至进入持力层昔格达泥岩夹粉砂岩深度不小于1000范围为扩大头开挖。（见附图2）附图1附图24）支护壁模板附加钢筋：为防止桩孔壁塌18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案方，确保安全施工，成孔时设置钢筋混凝土护壁，使其与土壁能紧密结合，护壁模板采用拆上节、支下节重复周转使用。模板之间用卡具、扣件连接固定，不设水平支撑，以方便操作。第一节护壁上部做护筒，要高出地坪200mm，便于挡土、挡水。桩位轴线和高程均应标定在第一节护壁上口。5）浇筑第一节护壁混凝土：桩孔护壁混凝土每挖完一节以后应立即浇筑混凝土。人工搅拌、人工浇筑、人工捣实，混凝土强度为C25，坍落度控制在100mm，确保孔壁的稳定性。6）检查桩位（中心）轴线及标高：每节桩孔护壁做好以后，必须将桩位十字轴线和标高测设在护壁的上口，然后用十字线对中，吊线坠向井底投设，以半径尺杆检查孔壁的垂直平整度。随之进行修整，井深必须以基准点为依据，逐根进行引测。保证桩孔轴线位置、标高、截面尺寸满足设计要求。7）架设垂直运输架：第一节桩孔成孔以后，即着手在桩孔上口架设垂直运输支架。支架采用钢吊架，搭设要稳定、牢固。运输架的配重均应规范，不得随意堆砌。8）安装吊桶、照明、活动盖板、水泵和通风机。在安装吊桶时，注意使吊桶与桩孔中心位置重合，作为挖土时直观上控制桩位中心和护壁支模的中心线。井底照明必须用低压电源（36V）、防水带罩的安全灯具。桩口上设孔口防护盖板（承载不小于150Kg/m2）及移动式围护栏。当地下水量不大时，随挖随将泥水用吊桶运出。地下渗水量较大时，吊桶已满足不了排水，先在桩孔底挖集水坑，用高程水泵沉入抽水，边降水边挖土，水泵的规格按抽水量确定。9）开挖吊运第二节桩孔土方（修边），从第二节开始，利用提升设备运土，桩孔内人员应戴好安全帽。吊桶离开孔口时，应防止卸土的土块、石块等杂物坠落孔内伤人。吊桶在小推车内卸土后，下放吊桶装土。桩孔挖至规定的深度后，用尺杆检查桩孔的直径及井壁圆弧度，上下应垂直平顺，修整孔壁。10）先拆除第一节支第二节护壁模板，绑扎护壁钢筋，护壁模板采用拆上节支下节依次周转使用。11）浇筑第二节护壁混凝土：混凝土用吊桶运送，人工浇筑，人工插捣密实。混凝土可掺入适量早强剂，以加速混凝土的硬化。12）检查桩位中心轴线及标高：以桩孔口的定位线为依据，逐节校测。13）逐层往下循环作业，将桩孔挖至设计深度，清除虚土，检查土质情况，桩底应支承昔格达组泥岩夹粉砂岩层上。昔格达组泥岩夹粉砂岩层厚度δ≮3D(D为桩直径)。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案14）检查验收：成孔以后必须对桩身直径、孔底标高、桩位中线、井壁垂直、虚土厚度进行全面测定。做好施工记录，办理隐蔽验收手续。最后迅速组织浇灌桩芯混凝土。4、施工要点1)施工时，每根桩的开挖直径应包括两倍护壁厚度，确保桩体任何一段直径不小于设计桩径。护壁浇注混凝土前应检查护壁绑扎钢筋，做好隐蔽记录，确保施工安全。2)提升设备中心和桩中心保持一致，以便挖孔时以此粗略地估计孔底的中心位置。3)护壁支模中心线控制，桩中心控制轴线和高程引到第一节护壁混凝土上，每节以十字线对中，吊大线锤作中心控制用，用尺杆找圆周，以基准点测量孔深，以保证桩位、孔深、截面尺寸正确。4)成孔时，由质检员作井下检查,符合设计要求后可终孔，和监理单位共同验收并作成孔记录。5)挖至设计标高，应及时进行地层验槽，昔格达组泥岩夹粉砂岩。6）当桩净距小于2.5米时，必须采用间隔开挖。5、质量要求1)桩孔中心线允许偏差：±50mm；2)桩径允许偏差：±50mm(有护壁混凝土)，负值仅指个别断面；3)桩垂直度允许偏差：5‰L(L为桩长)；4)护壁混凝土厚度允许偏差：±30mm，不允许有蜂窝及漏水现象；5)桩底虚土：不允许(须清除)；6)第一节井圈顶面高出地面200mm；7)每一节护壁混凝土均应在当日连续施工完成；8)护壁模板拆除应视现场情况做同条件砼试块，强度不小于5MPa;宜在12小时后进行。6、护壁混凝土的质量控制1)护壁混凝土配合比由现场原材料试配试压后确定，护壁混凝土采用0.5～2.0cm石子拌制。2)护壁混凝土设计标号为C25，其配合比由现场采用的原材料试验确定，现场搅拌，配备相应的计量设备。护壁混凝土现场搅拌的质量控制措施：a、混凝土组成成分中，砂的含泥量不得大于3％，粗骨料的含泥量不得大于2％；18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案混凝土原材料按重量计，误差不得超过下列规定：水泥：±2％；粗细骨料：±3％、水、外掺剂溶液：±2％；混凝土搅拌由专职人员操作，搅拌次数不得少于3遍。严格控制水灰比和塌落度；b、配合比应根据砂石含水量进行调整，对于护壁混凝土严格掌握混凝土材料配料比，在料场附近挂牌公布；c、装料顺序：石子→水泥→砂；d、护壁混凝土采用人工插杆振捣，必须保证混凝土的密实度，拆模后如发现混凝土有蜂窝等质量问题，应将不密实部分凿除，洗净后，用高一级细石混凝土补实。三、桩体钢筋工程1、钢筋笼组装、运输与吊放因桩径较小，且钢筋笼的保护层厚度较大，存在一定的施工难度。在钢筋笼施工不能满足施工进度要求的前提下，采用孔外钢筋笼加工制作，吊车吊装。2、施工要点1)钢筋笼直径：主筋规格为1518箍筋为8@200/100，钢筋进场均应同时提供加盖公章的质量合格证明，并按规定抽检；2)钢筋笼保护层厚度为50mm；3、钢筋加工1)主筋及加劲筋采用GJ5Y-16型钢筋切断机下料，要求钢筋断口不得有马蹄形或起弯等现象；2)对加劲筋采用人工弯曲的办法，用卡盘和扳头弯曲,要求弯曲后的钢筋形状正确，平面上无翘起和不平现象，弯曲处无裂缝；3)受力主筋采用闪光对焊，要求焊后钢筋接头处无横向裂纹，无明显烧伤；同时，应取样进行试验；4)制作堆放场地应保持平整，清洁，防雨防水。4、桩钢筋绑扎1）同一接头范围内钢筋接头数量不大于50％，现场绑扎钢筋应牢靠，位置准确，主筋与箍筋交叉点每点绑扎；2）箍筋与主筋要垂直，箍筋的接头（弯钩叠合处）应交错布置在纵向钢筋上；箍筋绑扣相互间应成八字形。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案3）螺旋箍筋应放在桩的纵向钢筋外侧；加劲箍筋应放在桩主筋内侧。4）在砼浇筑面上500㎜内用PVC管或塑料纸套住钢筋，以免钢筋沾上砼而影响钢筋的结构力。5）在砼浇筑面上200㎜应设置一道箍筋，以确定箍筋绑扎高度。6）桩箍筋绑扎完毕后按600㎜间距呈梅花形布置挂上垫块。5、质量控制1)钢筋笼制作的允许偏差:主筋间距:±10mm箍筋间距:±20mm直径:±10mm长度:±100mm2)钢筋笼保护层的允许偏差为±10mm。3)钢筋堆场、加工场地应按照工程部要求进行，钢筋应分类堆码、挂牌使用；四、混凝土工程1、混凝土配合比按设计要求,桩芯混凝土设计强度等级为C45，为确保工程施工质量，1)砼应连续浇筑，振动时每层浇灌高度不得超过1.0m，待该层振动密实后，再浇灌上一层，直至桩顶标高；2)初凝后(一般为浇灌后4～6小时)，应用适当的材料对砼表面加以覆盖，并浇水养护；3)砼施工时，应有专职人员现场值班，以便随时处理砼出现的问题；4对砼的配合比、取样情况、制作时间、砼强度等级、浇注桩号等作好现场记录。4、混凝土质量检查1)施工检查要点a、检查混凝土组成材料的质量和数量及混凝土的浇筑时间；b、检查混凝土在施工现场的塌落度；2)试块制作和强度检验a、试块应用钢模制作，其规格为15×15×15cm3的立方体；b、由专人认真作好试模选择，试块取样、成型编号以及养护工作。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案c、每桩制作一组试块.d、试块养护期为28天，标准条件养护。第六节桩基检测和验收一、桩基检测桩基施工完毕后，按设计和规范要求进行桩基检测，具体方法由设计、监理、甲方等根据施工情况和规范要求研究决定，拟采用下列方法检测：据《建筑地基基础工程施工质量验收规范》（GB5020-2002）、《建筑基桩检测技术规范》（JGJ106）,《四川省地基基础检测若干规定》(修订版),对人工挖孔灌注桩承载力检验和桩体质量检验。基桩承载力检验：采用深层载荷试验，抽检数量不少于总桩数的1%，即1根。桩体质量检验：采用低应变，全数进行检测，即8根。二、桩基验收1、因桩顶设计标高低于施工场地标高时，在开挖到设计标高后进行验收。2、基桩验收应包括下列资料：1）岩土工程勘察报告、桩基施工图、图纸会审纪要、设计变更单及材料代用通知单等；2）经审定的施工组织设计、施工方案及执行中的变更单；3）桩位测量放线图，包括工程桩位线复核签证单；4）原材料的质量合格和质量鉴定书；5）施工记录及隐蔽工程验收文件；6）成桩质量检查报告；7）基坑挖至设计标高的基桩竣工平面图及桩顶标高图；8）其他必须提供的文件和记录。第七节质量保证措施一、质量方针、目标工程质量方针：“满足顾客、保护环境、珍爱生命、用我们的承诺和智慧雕塑时代的艺术品”。工程质量目标是：符合有关规范及国家规定，一次验收合格，争创结构优质奖。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案二、质量控制措施1、认真做好施工准备工作，在人工挖孔桩施工前，必须组织有关的施工管理人员，认真学习设计图及设计说明、学习相关的施工规范，了解设计意图，掌握施工方法。将每根桩进行编号，要求不出现重编、漏编。组织施工队伍学习人工挖孔桩的施工方案，掌握施工的重点、难点，并作好施工技术交底。2、测量放线：根据控制点和轴线，依次放出挖孔桩的各条轴线，复核无误后，再测放各桩位，按结施图，准备成孔施工。当第一节护壁完成后，将轴线或桩中心标记线移至护壁上，并校核该桩成孔位置，合格后再进行以下孔段的施工。当桩的整个护壁施工完成后，把桩顶标高移到护壁上，以便于扩底段的开挖及砼的灌注。3、护壁成孔开挖桩的位置，大小和标高必须符合设计及规范要求。每天开挖前应详细检查各孔段护壁和土层情况，重点是钢筋规格及绑扎成型情况，护壁混凝土的厚度、密实度，并作好记录。浇注护壁砼时，振捣密实。4、钢筋工程钢筋必须有材质证明书，到达现场钢筋，必须经力学试验和焊接试验，合格后才能允许使用。钢筋下料、绑扎及点焊前应检查。钢筋下料、焊接、成型、就位必须满足设计要求及规范规定。桩身钢筋笼的吊放、定位及标高必须经质检员检查合格后，方可进行下一道工序。5、灌注混凝土护壁砼现场拌制，应提前送砂、石、水泥进行试验及配合比试验。桩芯砼采用商品砼，灌筑砼时应多方浇注，防止桩身钢筋笼偏向，确保砼保护层。桩顶应提浆振平后及时养护。灌筑桩应每根做一组试块。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案以保证工程质量为管理的中心。除对材料、设备、施工工艺上加强管理外，还要求当班作业人员自检、互检，质检员专检，工程技术负责人抽检等多道工序来把好工程质量关，坚决做到上一道工序不合格不得进入下一道工序。第八节现场安全施工措施现场安全施工要坚持预防为主，防管结合，加强预防预控，做到安全施工，有序施工。一、安全施工目标1、人员伤亡事故发生率为零；2、重大机械设备事故发生率为零；3、重大火灾及治安事故发生率为零；4、重大中毒故发生率为零；二、安全管理制度1、认真贯彻总公司的有关安全工作的规定和规程，贯彻执行各级安全生产岗位责任制。安全组成员由项目经理、安全员、分包单位负责人、班组长等组成。项目经理是工程项目施工安全第一责任人，具有安全管理资质的专职安全员负具体管理责任。2、建立施工方案安全技术交底制度。通过施工方案安全技术交底，让分包管理人员、作业班组人员明确危险源的部位，应采取的安全技术措施，加强防范意识。2、安全管理点按照施工方案的要求作业；根据工程施工安全特点，工程施工安全重点防护对象为：(1)设备事故①各类施工、加工机具自身的安全保护装置必须齐全有效。②手持电动工具应选用Ⅱ类电动工具，并装额定电流不大于15mA，动作时间小于0.1s的漏电保护器，若使用Ⅰ类工具时还应作保护接零。露天潮湿场所金属架上，严禁使用Ⅰ类手持电动工具。③电焊机一、二次应用接线并加罩防护，二次线应用线板、线鼻子接牢，露天存放应有良好的防雨、防潮设施。④潜水泵、水泵、加压泵等均应有保护接零。⑤下班前应熄灭一切明暗火种，切断所有机械设备的电源。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案⑥挖孔提升设备应经常检查，对提绳要定期更换。(2)施工用电施工现场临时用电线路、设施的安装和使用必须符合建设部颁发的《建设工程施工现场供用电安全规范》（GB50194—93）的规定，主要具体要求如下：①施工配电系统按施工组织设计要求设总配电箱，分配电箱，开关箱，实行分级配电，开关箱必须装漏电保护器。（漏电保护器的配置应符合JGJ46—2005规范）。②主要用电处设醒目的警告标志。③所有电工必须持证上岗。④现场施工用电应严格执行《施工现场临时用电安全技术规范》JGJ46—2005，由主管现场的电气技术人负责建立与管理施工现场临时用电的安全技术档案。安全技术档案包括：临时用电施工组织设计的全部资料，修改临时用电施工组织设计的资料，技术交底资料，临时用电工程检查验收表，电气设备的合格证、检验凭单和调试记录，接地电阻测定记录表，定期检（复）查表，电工维修工作记录。(3)井下作业①下孔人员必须佩戴安全帽，正确佩戴安全带、安全绳，做好各种劳动保护措施，以防突发病症、中毒等事故可由孔上人员将其提至地面完成救治。②每天挖土施工前，应严格检查提升工具和井下情况，无异常方能下井作业。③井下装土不能满，吊钩须设保险扣，以免提升过程中掉块伤人。气温较高或井深较大时，地面由2人提土，施工人员体力不好时，不得进行施工。人员沿铁梯上下井。④挖出的土方应集中堆放在场地开阔处，离井口2米以外，井口严禁有杂物，堆积土方必须完全覆盖。井口护壁圈应高出地面20cm。⑤施工作业完工的井应及时有效遮盖，施工区域设警戒线。严禁夜间井下作业。⑥井深超过10米或井下缺氧时，应往井下送风。孔内作业照明采用安全矿灯或12V以下的安全电压。所有人员不得疲劳或酒后作业。⑦每天下井施工前，必须有专人进行有毒气体检测并做好记录，检查井内是否有有毒气体，防止中毒。符合要求才可下孔作业。⑧挖孔抽水时，作业人员必须上地面后才可进行，抽水后电源必须断开；3、人工挖孔桩孔口防护措施(1)进入孔内工人都必须正确佩戴安全帽，孔口工人必须18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案清理维持孔口周边的虚土，防止掉入孔内。(2)开挖过程必须有专人监护开挖桩的施工情况；孔桩开挖按规定的距离进行间隔挖，每挖深500－1000mm就护壁一次；第一节护壁要高于孔口250mm,按规定做好孔口的防护设施；(3)在成孔作业的桩孔，每个作业班组下班前，必须将孔口用盖板盖好，盖板的规格为1200×1200mm，盖板的强度≥100Kg/M2(4)已成孔的桩孔，必须在孔口的四周设置防护栏杆，栏杆高度1200mm，防护栏杆应牢固可靠，同时夜间还必须挂红色安全警示灯，防止人员掉入孔内。4、地下管线及其它设施保护措施会同业主，明确地上地下，特别是地下的构筑物的情况。如地下网等，以及地上高压线，周边建筑物、市政设施的具体情况，研究可行措施，对其予以保护，保证其绝对安全。5、防火管理规定及消防措施(1)设置防火消防人员；(2)现场配备必要的灭火器材；(3)重视对施工现场人员防火消防意识教育，设立防火宣传栏；(4)严禁私自搭结一切电源；(5)施工现场禁止生明火，有违反者必须严格进行教育和经济处罚；(6)施工场地一旦发生火情，立即拨“119”报警并及时组织人员灭火，同时保护好现场。6、现场急救措施(1)施工现场一旦发生安全事故，立即向业主、监理及上级主管部门报告，并保护好现场；(2)如发生人身安全事故，立即组织人员进行抢救，并及时将伤员送往医院，或拨打“120”求救；(3)事故发生后，应查明事故原因，并书面向监理、业主报告；第九节现场文明施工措施一、文明施工目标1、现场施工噪音控制在70分贝以下；18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案2、岗位粉尘合格率≥85%；污染因子排放合格率≥85%；3、严格按国家、成都市文明施工标准组织施工；4、创建成都市标化工地。二、文明施工技术组织措施1、在各个施工过程中，坚决服从业主、监理工程师的监督、检查与指导。2、施工现场的各类机具设备保证整治有序，各类材料堆放保持整齐有序。3、工种收尾阶段要认真作好清场工作，清理整顿路容路貌，保证工程优质美观。4、保证文明施工目标责任的各项落实。5、由文明施工领导小组对施工场内文明施工负责监督、管理。为减少对周围环境的污染，出入施工现场的车辆必须清扫干净，现场的建筑垃圾及废料必须及时清理到指定地点堆放，以保证施工现场的清洁和施工道路的通畅，无扬尘。6、夜间作业禁鸣笛，高噪声作业施工时间不超过晚上10点。7、保证施工场地以外的市容美观，同时在围墙上设置现场施工标志牌，标明工程概况、工程负责人、建筑面积、开竣工日期、总平面布置图以及场容分片包干和负责人管理图及有关安全标志等，标志要鲜明、醒目、周全。严格按照市政府有关条例做到施工“标准化”、现场“景观化”。8、门前实行“三包”，保证现场各类材料堆码有序，现场排污水沟处于良好状态。9、施工工人操作地点和周围必须清洁、整齐、做到干活脚下清，活完场地净。10、钢筋分型号、规格、货架式堆放，并排牌标明规格，成型钢筋必须标明使用部位。11、施工机具要做到摆放整齐，机身保持整洁，标语编号明显，安全装置灵敏有效，机棚内外干净。12、运输各种材料、垃圾等有遮盖和防护措施，防止泥浆等随车带出场外，影响市容环境卫生。13、现场施工管理人员统一佩戴身份卡。14、施工人员进行文明、社会道德教育。要求着装整洁，讲卫生，不随地吐谈，不大声喧哗，严格遵守社会公德，职业纪律，妥善处理施工现场周围的公共关系，共同营造一个良好的施工环境。15、场区污水不得乱排乱放，有序排方至污水管道。18
中国建筑一局（集团）有限公司泰悦居－3＃人工挖孔桩施工方案16、作业人员不能到非施工区域活动。17、现场出入口处设置冲水装置，对出现场的车辆进行冲洗，防止施工运输车辆带泥上路，影响道路的清洁和环境卫生。施工现场内的生活污水和生产废水经沉渣池沉淀后，才能排入下水道。18、夜间照明灯具尽量把光线调整到施工现场以内，严禁把强光源辐射到附近楼寓。19、施工管理人员在和建设单位、管理单位、监理单位、设计单位及其他有关管理单位交往中，做到礼貌待人；遇有分歧意见，应保持平心静气地协商解决。三、机械设备安全管理措施、职责1、每班开工前必须检查提升架、吊绳、装料桶、电源等情况是否正常，设备有故障应及时处理或通知有关人员进行修理。2、上班前或中途严禁饮酒，精力必须集中，不能打磕睡，看书报或远离设备现场。3、施工期机械发生故障需维修，应将有关部件（部位）固定好，切断电源、水源，并挂上“正在检修，严禁启动”等警示。同时周围应有人监护。四、根据当前社会状况，结合本工程实际，特制定以下规定：1、以保证本工程安全施工为目的，认真履行工作职责，严守岗位，不擅离职守。2、严禁与本工程无关人员进入施工现场。3、落实安全防范措施，认真做好防火、防盗工作，不发生责任事故。4、负责搞好门前及责任区域内的清洁卫生。5、负责工地的日常夜间巡视，发现危及安全的隐患应及时处置报告，遇群众求助或报警、火灾等案件要迅速向“110”、“119”等报案。五、施工用电搭设管理措施1、施工用电搭设设立专职电工。2、施工用电搭设标准化。3、施工用电均设置明显标示。4、配电箱的电缆要有套管，进出不混乱，支线绝缘好，无老化、破损和漏电。5、现场照明采用220v电压，照明灯具外壳必须18
目录第一节编制依据1第二节工程概况1一、工程简介1第三节工程地质条件2一、地形地貌2第四节施工组织管理2一、管理目标2二、施工准备2三、施工组织协调4第五节人工挖孔桩施工方案5一、施工工序5二、土石方工程6三、桩体钢筋工程10四、混凝土工程11第六节桩基检测和验收12一、桩基检测12二、桩基验收12第七节质量保证措施12一、质量方针、目标12二、质量控制措施13第八节现场安全施工措施14一、安全施工目标14二、安全管理制度14第九节现场文明施工措施17一、文明施工目标17二、文明施工技术组织措施17三、机械设备安全管理措施、职责18四、根据当前社会状况，结合本工程实际，特制定以下规定：18
五、施工用电搭设管理措施18
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