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'燕都新城主楼基础施工组织设计第一章总体概述工程名称：朝阳燕都新城商务大厦主楼基础工程建设单位：朝阳市建设投资有限公司设计单位：上海同砚建筑规划设计有限公司监理单位：辽宁省建筑设计研究院项目管理咨询公司施工地点：朝阳新兴路以北，北大街以西，府前街以南，抚兴街以东的道路内一、编制依据1、朝阳燕都新城商务大厦基础工程招标文件。2、上海同砚建筑规划设计有限公司设计院设计的《燕都新城商务大厦主楼》施工图3、国家、省、市颁布的“施工及验收规范”和技术规程、标准及办法。4、根据以往的施工经验及教训，克服以往施工不足之处，发挥新技术、新工艺在施工过程的重要作用。二、基础设计：本工程主体地上十七层，地下一层，结构主屋面高度77.50m，基础形式为桩承台加防水板。本工程桩基设计等级为二级，所有桩均选用Φ800长螺旋钻孔压灌桩，桩身混凝土设计强度等级为C35，桩长16.0m，桩顶标高分别为-7.100mt和-7.850m单桩极限承载力标准值6500KN，单桩承载力特征值3250KN，桩端持力层为5层圆砾层。桩进入持力层深度不少于2d且不少于1600mm。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计一、施工程序总体设想及施工段划分：在开工前组建的项目经理部，选择一名有丰富实践经验，有突出创优业绩的项目经理挂帅，对项目的顺利进行起至关重要的作用，同时设项目总工程师一名，施工员一名，技术员两名，质量检查员一名，安全员一名，负责施工、进度、质量、安全、合同实施和管理等工作。设材料员1名，保管1名，负责施工中的材料供应和仓储发放及机械设备的维修管理。1、主要工序施工顺序：基坑支护工程———基坑二次开挖——打桩工程———桩承台及防水板。2、施工段的划分：本工程划分三个施工段同时进行。四、工程管理目标：1、质量管理目标：符合国家标准验收合格2、工期目标：2012年3月16日开工，2012年8月23日总工期161天。3、现场管理目标：创文明施工现场4、安全生产管理目标：杜绝死亡和重大安全事故第二章施工准备一、组织准备进入施工现场，我们将在中标通知书规定的时间内，按时与业主联系签定承包合同，同时迅速组建项目经理部，并根据本工程的特点具体情况制定和建立各项管理、工作制度，同时作好工程技术人员、施工人员组织配备工作，为工程施工做好充分准备。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计二、技术准备1、组织有关人员，熟悉施工图纸，搞好各专业施工图纸的会审，认真听取设计人员的技术交底领会图纸设计意图，了解相关专业工种之间的配合要求，理顺各专业的施工程序有条不紊地组织施工。2、技术人员和管理人员在开工前要认真熟悉图纸、合同文件、以及国家有关规范标准等有关技术资料，进一步完善施工组织设计及施工方案切实做好施工准备布置。3、施工前各专业技术人员要对施工班组做好全面的书面技术交底，项目部质量经理要组织有关人员，按照相关标准要求，作好本项目的质量策划，并编制好项目质量保证计划，同时各专业技术人员要针对工程的具体情况，编制出具体的施工方案、作业指导书。并根据工期和施工要求，做好详尽的材料供应计划，施工机械供应计划和劳动力需用量计划，制订土建与安装及各专业工种之间的组织配合施工措施，三、材料准备原材料采购及时与否、质量的劣是直接影响施工进度和工程质量的重要因素，必须做好这项工作。工程的材料供应主要由乙方自行组织采购，采购时必须从质量上、价格上、供应能力上严格把关，按要求进行组织采购。四、劳动力安排计划第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计根据现场具体情况及工期情况，确定各施工阶段的劳动力需用量计划，我公司将派出最优秀的劳务队伍驻现场，进场前进行入场教育，特殊工种必须持证上岗，保证劳动力的质量和数量不受季节的影响。五、机械设备、材料配备计划充足、精良的施工机械、设备及材料对单位工程的质量、能否按期交付使用，将起到积极的作用，根据本工程的特点，经我公司考虑，对所需设备进行筛选、落实，维修、保养，随时运至施工现场进行安装、调试、运行，保证这些进入现场的设备在使用过程中的完好性。六、施工与配合1、施工方与业主的配合（1）施工前应了解业主的相关规章制度，教育工人应严格遵守执行，定期与业主及监理召开现场协调会，处理施工中遇到的问题。（2）及时将施工中的问题反馈给业主及监理，对有些问题需协商解决。将施工组织设计和专业施工方案提供给监理审核。（3）施工过程中接受业主及监理的监督、检查。（4）与业主共同协商在指定地点安排临时库房，用来存放施工机具及材料，并自行负责安全。2、土建、安装、及设计院之间的配合（1）施工前应仔细审阅图纸，及时向设计人员提出图纸的疑问，认真阅读设计交底，彻底领悟设计意图。及时将施工中的问题向设计人员反映，寻求解决。根据施工经验可向设计院提出较好的建议。严格按图施工，未经设计部门的书面许可，不得擅自改动图纸要求。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计（2）安装专业是整个施工过程中的重要部分，在施工中必须尊重业主的管理，履行应尽的义务，享受相应的权利。服从业主管理、统一协调和监督。对于业主制定的施工目标和进度，必须服从和执行，在施工和组织上保持协调一致。第三章主要分部分项工程及关键部位施工方法一、基础工程施工顺序 基坑支护及二次开挖工程—————打桩工程———桩承台及防水板。二、基坑支护工程（一）基坑支护方案设计情况根据朝阳鑫诚工程勘察有限公司的《朝阳市燕都新城商务大厦主楼基坑支护设计》，本工程：基坑工程安全等级为二级，基坑工程复杂程度等级为简单，基坑工程设计等级为Ⅱ级。基坑支护方法采用坡率法与挂网喷射砼法，边坡支护坡度允许值（高宽比）为1：1，挂网采用A6.5钢筋200×200㎜间距网状布置，喷射砼强度等级C25，厚度150㎜。挂网喷射面在坡顶平面延伸2m，坑底平面延伸1m。自基础外边线开始，留1米工作面开始放坡。基坑支护（按基坑底部轮廓线计算）总长为767米，其中1-10轴186米，11-18轴119米，19-45轴462米。（二）基坑开挖第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计我单位进入施工现场时，基坑已经开挖一部分，不能满足设计的坡度要求，所以必须先对基坑边坡沿长度方向用挖掘机将放坡余土挖掉，并由人工按设计坡度1：1配合修整，挖出的土方及时运至场外，局部边坡修整如图所示。朝阳市建筑设计院工程勘察有限责任公司出具的《燕都新城商务大厦岩土工程勘察报告》中表明，本场地在钻孔控制深度内见有地下水，水位埋深在4.50m～5.50m，属第四系孔隙型潜水，赋存于第②层粉土、第③层细砂、第④层圆砾中，补给，迳流条件好，水位受人工湖蓄、放水影响明显，水位变化幅度为1.0-2.0米。不排除丰水期地下水位有上升的可能。因此土方的二次开挖必须进行降水作业，待地下水位降下去之后方可进行二次开挖作业。（三）锚杆的施工1、锚杆构造及施工要求锚杆是基坑侧壁土体与护面等组成的结构，它是将坑壁打孔钢筋插入土体内部后灌浆与土粘接，并在坡第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计面上喷射混凝土，从而形成加筋土体加固区带，用以提高整个原位土体的强度并限制其位移，同时增强基坑边坡坡体的自身稳定性。2、锚杆施工锚杆支护按1：1放坡，坡顶水平段宽度为2m,坡底水平段为1m，锚杆采用B18钢筋长度1.5m按梅花形布置，间距1.5m，坡顶沿水平外边线垂直设置1排，坑深5.49m处设置4排，坑深6.24m处设置5排锚杆钢筋，锚孔内注M15水泥砂浆，孔直径130mm。3、砼喷射面层施工坡面配φ6@200钢筋网片，在锚杆钢筋连接处，设两根500mm长B18钢筋将钢筋网片与锚杆焊接。坡面面层喷C25细石混凝土，厚150mm。4、锚杆施工主要工序平整坡面→孔位放线→成孔→锚杆加工与安放→灌注水泥砂浆→补浆。5、锚杆施工主要技术要点及质量指标(1)平整坡面：采用人工铲平，达到基本平整，符合尺寸要求。(2)放线：按照图纸要求采用钢尺确定孔位以木桩或钢钎做为标记，孔位误差小于5cm。(3)成孔：严格控制成孔位置和角度偏差，成孔倾角为15°，偏差小于±3°，孔深允许偏差±50mm；孔径允许偏差±5mm；孔距允许偏差±100mm。(4)锚杆加工与安放：为使钢筋锚杆居中，每个锚杆中部设置一个钢筋船形中心定位架。成孔后将锚杆下入孔内，锚杆第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计下入前应清除孔内虚土。(5)灌注水泥砂浆：采用M15强度水泥砂浆，水灰比0.40～0.45。用砂浆搅拌机搅拌均匀后将注浆管插入距孔底不小于40mm，通过砂浆泵加压，灌入孔底后，缓慢拔出注浆管，直至砂浆饱满，稍后需补浆1～2次。6、钢筋混凝土面层施工主要工序绑扎固定钢筋网→设置面层厚度控制标志并检查面层钢筋保护层厚度→喷射细石混凝土面层→定期进行养护。7、钢筋混凝土面层施工主要技术要点及质量指标锚杆施工后，在修整后的坑壁上将编织好的钢筋网固定在锚杆和挂网钢筋上，检查锚头与面层钢筋网片的连接是否牢靠，检查钢筋保护层厚度是否符合要求，然后喷射C25细石混凝土。细石粒径在5～1Omm之间，喷射采用混凝土喷射机干喷法作业。墙面施工允许偏差：坡面平整度允许偏差±20mm。8、设置排水系统混凝土面层施工时，在坡顶及坡脚采取排水措施，坡顶设置砖砌截面为300㎜宽×400㎜深集水沟，有组织地排到场区以外，防止基坑周边积水流入坑内；基坑底采取集中排水方式，沿基坑周边设置300㎜宽×400㎜深排水明沟，坑底设置20个1.2m×1.5m×1.5m第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计集水坑，将基坑内积水收集到集水坑内，并设置20台水泵，及时将基坑内积水排至施工场区以外，避免土体处于饱和状态并减轻作用于面层上的静水压力，抽出的水不能产生回渗。遇有大雨或暴雨，要及时排除地面和基坑积水，以减少下渗，保证基坑支护、降水及主楼基础施工不受影响。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计9、锚杆及喷射混凝土坡面施工要点严格按照《建筑基坑支护技术规程》（JGJ120-99）有关要求施工。1）基坑开挖与支护分层进行，首先进行已开挖基坑的支护，待支护完毕后，支护结构达到一定强度（大于70%）后，方可进入下一层的开挖。如遇其他易塌土层，应分段进行开挖与支护，分段长度不超过l0m。2）当用机械进行土方作业时，严禁边壁出现超挖或造成边壁土体松动。基坑边壁采用小型机具或铲锹进行削坡，保证边坡平整并符合设计规定的坡度。3)锚杆支护是在排除地下水的条件下进行施工，降水单位要采取恰当的排水措施，包括支护内部排水，以及基坑排水，避免土体处于饱和状态并减轻作用于面层上的静水压力。4第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计)钻孔后进行清孔检查，对孔中出现的局部渗水塌孔或掉落松土立即处理，成孔后及时安设锚杆钢筋并注浆。5）在喷射混凝土前，面层内的钢筋网片牢固固定在边壁上并符合规定的保护层厚度要求。6）喷射混凝土的喷射顺序为自下而上，喷头与受喷面距离宜控制在0.80～1.50m范围内，喷射方向垂直指向喷射面，防止在钢筋背面出现空隙。7）为保证施工时的喷射混凝土厚度达至规定值，可在边壁面上垂直打入短的钢筋段作为标志。在继续进行下步喷射混凝土作业时，仔细清除预留施工缝接合面上的浮浆层和松散碎屑，并喷水使之潮湿。10、安全防护栏杆设置沿基坑顶外围设置1.5m安全防护栏杆，防护栏杆采用DN48钢管，立杆间距为3m,水平方向设置通长两道与立杆扣件连接并挂密目网防护。立杆基础采用200㎜×200㎜×200㎜C20混凝土墩埋入地下。11、冬季施工措施由于目前处于早春季节，气温比较低，混凝土施工须采取冬季施工措施，具体措施如下：（1）选择硅酸盐水泥或普通硅酸盐水泥，砼浇筑后的起始养护温度不应低于5℃。（2）选择砼防冻剂应以砼浇筑后5d的预计日最低气温来选择，本工程拟选用适用于-15℃的防冻剂。（3）砼浇筑后，裸露表面应采用塑料薄膜覆盖保护，并覆盖草袋子。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计加强测温工作，测温的项目与次数应符合以下规定：测温项目测温次数室外气温及环境温度每昼夜不少于4次，此外还需测最高、最低气温搅拌机棚温度每一工作班不少于4次水、水泥、砂、石及外加剂溶液温度每一工作班不少于4次砼出罐、浇筑、入模温度每一工作班不少于4次（4）砼在强度未达到设计强度40%之前，应每隔2h测量一次，达到受冻临界强度3.5Mpa以后每隔6h测量一次。（5）全部测量孔均应编号并绘制布置图，温度变化大易冷却的部位，孔深宜为10~15cm或砼厚1/2。（6）测温时，温度计应与外界气温隔离并留置在测量孔内不少于3min.（7）砼搅拌：计量投料保证准确。（8）砼运输与浇筑：砼运输与浇筑要有保温错施，并且安排好运输车时间差，防止砼热量损失，保证砼拌和物的出机温度不低于10℃，入模温度不低于5℃。高标号砼与低标号砼接茬时间不能超过15分钟。各部位砼施工时气温不能低于-15℃。（9）第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计砼振捣：采用机械振捣，保证砼密实，振捣时间一般十秒为宜，不允许漏振和过振。振捣延续时间应使砼表面浮浆，无气泡、不下沉为止。铺灰和振捣应选择对称位置开始，防止模板走动。砼要分层浇筑振捣密实。上表面必须用木抹子搓平，使表面密实平整。（10）砼养护：面层施工完毕后，由专人用塑料薄膜（防止保温材料吸水）、草袋子（两层错缝）覆盖，边浇边盖，缩小工作面，减小散热量。（四）施工监测及应急措施为确保施工安全和基坑开挖的顺利进行，应进行全过程的施工监测，以便及时掌握施工全过程围护结构、周围土体的受力与变形情况，及时掌握基坑开挖对周围环境，尤其对建筑物、道路的影响程度，以便在监测信息指导下，及时采取有效措施、调整施工方案，避免基坑开挖的重大事故发生，减少事故带来的经济损失和社会影响。1、监测内容锚杆围护的施工监测应包括如下内容：（1）围护体的位移及沉降；（2）地表开裂状态及周围环境变形；（3）基坑渗漏和危及支护安全的水害来源。（4）基坑底部土体有无隆起，围护外侧土体有无下沉。2、监测点的设置（1）监测点、后视点、水准基点设置在基坑施工影响范围外。（2）沉降和位移监测点设在基坑边壁和基坑底部，间距不宜大于30m。（3）地表开裂，采用标记法进行观察和比较，有裂缝时，先测量其宽度并做好记录，然后用水泥浆灌实抹平，必要时拍照留存。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计3、监测次数及方法（1）在基坑开挖期间，每天监测次数一次为宜，当位移出现发展趋势或接近预警值时，应加大监测的频率。（2）地下室侧墙完工后停止监测。（3）位移观测用Et-02电子经纬仪，沉降观测用精密水准仪，精度为标准二等水准。4、监测数据处理及反馈监测数据应即填入规定的表格，及时向项目经理报告，定期向建设单位和监理工程师报告。如发现数据明显变化或临近报警值时应即向项目经理、建设单位、监理工程师报告。5、报警值根据设计规定，报警值如下：（1）坡顶水平累计位移40mm，连续3日位移速率大于3mm/d，并且有发展趋势。（2）其余剖面坡顶水平位移累计60mm，连续3日位移速率3mm/d，并且有发展趋势。（3）地面沉降大于基坑开挖深度的1%。当位移接近或达到预警值时，或建筑物底部或周围土体出现可能导致剪切破坏的迹象或其他可能影响安全的征兆（如流砂、涌土、隆起、陷落等）时，应立即报警，确定可能采用的应急措施，排除险情。6、应急措施由于基坑施工受各种客观因素的影响，可能会发生各种险情，为能及时排除险情确保安全，应采取如下应急措施：第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计（1）成立以项目经理为组长的监控小组，在土方开挖、锚杆及坡面砼施工阶段进行24h监控，监控内容包括：坡体水平位移，周边土体，道路及管线的变化。（2）施工现场准备砂袋。（3）当围护体位移超过预警值时，使用砂袋压载，防止支护结构位移的发展。（4）当支护结构的位移增大时，必要时可使用挖土机迅速回填土方反压，以阻止位移的进一步发展，并在位移较大处设置超前支护，待稳定后方可继续开挖。（5）当施工时遇上流沙等土层时，应先打入竖向注浆管进行加固，然后开挖。（6）根据监测信息，如发现围护体位移超过容许值，应即采取如下措施阻止位移：1）坑外卸荷，具体办法同上相关措施。2）在坑内紧急垒堆砂袋或回填压载。3）位移较大并有发展趋势时，可在坑内设置内撑。内撑可为水平撑或斜撑，可用型钢或坚固的木料支撑。4）必要时可采取增加或加长水平锚杆的措施，可酌情在松动的围护体内设置竖向锚杆（注浆）。（7）坑底土体隆起的应急措施：1）由于围护体滑移造成的坑内土体隆起，应采取处理围护体滑移的措施，同时用重物（叠袋、回填土）压制隆起的土体。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计2）由于淤泥绕过围护体流向坑内造成的土体隆起，应在坑内利用重力压制隆起土体的同时，对围护体进行加固。设置竖向土体（注浆）加固围护体的有效措施。（8）地表裂缝的应急措施1）及时查明地下裂缝原因，采取相应措施阻止裂缝的发展。2）及时用浓水泥浆灌缝。三、桩基础工程施工（一）桩基础工程①基础开槽采用机械挖土，挖至距桩顶标高500㎜处。②螺旋钻孔压灌桩施工施工时打桩的施打顺序应根据施工现场具体情况，以桩机操作便利来确定。a、钻机就位→钻孔至预定标高→混凝土由商品公司提供→通过溜槽将混凝土料投入混凝土泵料斗中→启动混凝土泵将混合料通过输送管道泵钻管芯管→边泵送混合料边提拔钻杆直至成桩。施工时，钻机就位要使钻尖对准桩位，允许偏差不大于20mm，钻杆应保持垂直，通过调整钻机上的两根斜支撑臂或四个液压支腿使钻架上的垂直指示针对准相应刻度，以确保桩垂直度不大于允许偏差。对于条形基础桩位偏差不应大于0.25倍见GB50202—2002《建筑地基基础工程施工质量验收规范》。b、混合料搅拌根据本工艺的特殊要求，混合料中，水泥、粗细骨料等材料要严格按配合比进行配料，计量要求准确，第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计用自动配料机上料，则依据施工中，粗细骨料，实际配合比搅拌料斗中注入混合料后，再加水泥，粉煤灰外加剂。搅拌混合料时，每灌料搅拌时间不应少于1分钟，必要时要搅拌3分钟，坍落度应控制在160-200mm间，在泵送前混凝土泵料斗，搅拌机内应备好熟料，泵送混合料在施工前，应严格按照配合比试搅拌，对混合料的和易性及坍落进行检测，以达到混凝土泵送的最佳要求。c、钻孔成桩。钻桩开始后，就先慢后快，钻机操作工就根据场地实际的地质情况控制钻机速度，钻机深度通过桩机机架上的显示刻度控制（桩长允许偏差不大于100㎜），施工时还依据设计桩长、考虑到施工基槽工作面的标高差作相应增减，在钻进过程中，当遇到圆砾层或卵石层时，会发现进尺明显减慢，机身出现轻微晃动，施工中可根据这些特征来制定钻杆进入圆砾层或卵石层的深度。d、灌注及提杆拔钻成桩到预定标高后，停止钻进，开始泵送混合料，当钻杆芯管充满混合料后开始提拔钻杆，严禁先提管后泵料，成桩提拨钻杆速度宜控制在2-3m/min左右，成桩过程宜连续进行，如遇淤泥和淤泥土质尽量避免因后台供料慢而停机待料，施工中桩顶标高宜高出设计桩顶标高不少于500mm。e、移机插入钢筋笼第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计一根桩施工完毕后，钻机移动进行下一根桩的施工，由于桩排出的土较多，经常将临近的桩覆盖，有时还会因钻机支腿使桩位发生移动，因此进行下一根桩施工时，应根据轴线或周围 桩的位置对施工的桩位进行复核，保证桩位准确。移机的同时插入钢筋笼，将钢筋笼提前放置在预定区域入，钻机移开后快速用吊车将钢筋笼及专用插筋器吊起钢筋笼对准刚灌好的混凝土桩垂直插入，插筋器配合将钢筋笼插到设计深度。f、清桩间土因长螺旋钻机采用排土工艺，所以清桩间土是桩施工重要部分，它可以减少施工中找桩位和设备就位的时间，提高工作效率，但要注意在清土时不能对桩造成破坏。可以利用工地的塔吊运土，人工配合清除，也可用小型挖掘机铲运，利用运输机动车清运等多种方式。g、凿桩头（1）成桩后4-5天，利用人工清理槽桩间土至设计桩顶标高，将保护桩头截去，截桩时，在桩顶标高处以上5cm进行，采用两根钢钎相对对称位置，用大锤同时击打，将桩头截断，严禁用钢钎向下方斜击打或用一个钢钎单向击打桩身，或双向击打但不同时同步，使桩头随一定的弯矩造成桩身断裂。（2）桩头截断后，用钢钎，手锤将桩顶从四周向中间修平至桩顶设计标高，桩顶允许偏差0-20mm。（3）如果在清基槽和剔除桩头时，造成桩体断裂，桩顶设计标高以下，则必须采取补就措施，同时，注意在接桩头过程中保护好桩间土。四、桩承台及防水板工程第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计1、验槽、地基承载力复查，基槽开挖完并修整成型，由地质勘察、设计、建设、监理、质量监督及施工等部门技术人员共同验槽和对地基承载力进行确定。2、验槽检验基槽开挖平面位置、尺寸、坡度、标高等技术指标是否符合设计及施工验收规范要求。3、地基承载力复查，检查地基是否有障碍物或地基土是否有异常情况，检查持力层是否符合地质勘察报告要求的地质条件。4、检查结束后，将验槽及复查意见填好记录，相关部门技术人员签字认证，存档。5、桩承台、防水板及基础梁施工做C15素砼垫层，垫层周边扩出基础边缘100。待砼达到强度后，弹出基础轴线或边缘线，准备绑钢筋砌砖模板。6、钢筋工程钢筋采购时按技术部门提供的技术指标进行采购，长度符合配料要求，以减少配料浪费。7、试验取样经现场监理工程师鉴证，按进货批量和有关要求取样，试验后合格后经现场技术负责人审查签属意见后方可使用。8、绑扎（1）钢筋保护层控制设计基底及板底保护层厚度为35㎜，采用80×80×35水泥砂浆垫块进行控制，纵横间距800~1000。（2）钢筋的接头位置A、桩承台基础底板按设计及《砼结构工程施工质量验收规范》GB50204相关规定执行。B、基础梁第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计梁下层钢筋在距支座1/3净跨范围内，上层钢筋在跨中1/3净跨范围内，位于同一区段内相互错开35d且不小于500，钢筋接头面积不大于钢筋总截面面积的50%。（3）钢筋构造、锚固按设计及国标11G101—3相关节点和GB50204相关节点要求及执行。（4）钢筋工程的质量检查与验收按设计及相关技术标准、施工验收规范执行。9、砼工程（1）砼原材料的选择本工程和混凝土采用商品砼搅拌在商品砼工厂进行，由输送车运到施工现场。（2）砼的浇注①送料不得集中，并沿同一方向均匀送料。②振捣振捣棒的移动间距为500，振捣时间为25-40S，且间隔2.0min后进行第二次复振。③振捣棒的振动半径为300，R=300，交错布置间距1.75R，取间距500。④上层砼振捣时伸入下层50，振捣时做到快插慢拔，快插为防止将表面砼振实而与下面一层砼发生分层、离板现象，慢拔为使砼能填满振动棒抽出时所造成的空洞。⑤上层砼表面用平板振捣器，在同一位置的振动时间为25s—40s，以砼表面均匀出现浆液为准，移动时成排依次推进，前后位置与排与排之间相互搭接5cm，防止漏振。⑥注意砼的振捣时间，过短不易振实，过长会引起砼分层现象，要以砼表现不再显著下沉、不再出现气泡、表面浮出灰浆为准。砼表面泌水及时引导排除。（3）找平，第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计浇注完成后，用刮杠找平后，用抹子抹平，在砼初凝前进行第二次抹平。（4）养护与试块留置①砼养护按施工规范的有关要求进行。②砼每100m3留一组试块及一组同条件试块，除此留足备用试块。10、砼质量控制①技术人员认真做好技术方案以及交底工作。②做好现场坍落度检查，及出缶、入模温度。③浇注时，振捣顺序、方法明确，特别是两施工段接触处不要漏振。④砼分层浇注时要且在下层砼初凝前将上层砼浇注完毕，并将振捣棒伸入下层5cm。第四章各种技术组织措施一、确保工程质量的技术组织措施1、加强管理力度，运用科学的管理方法，按照公司ISO9002质量保证体系文件要求，建立该项目的质量保证体系。工程质量管理目标公司总工程师项目经理电气QC小组其它油漆工QC小组木工QC小组架子工QC小组钢筋工QC小组瓦工QC小组砼QC小组水暖QC小组抹灰QC小组试验员计量员安全员质检员材料员水暖施工员电气施工员土建施工员项目技术负责人生产办材料设备处技术处质检处检测中心财务处法律顾问处安技处合同预算处公司经理 质量保证体系第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计2、质量保证体系第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计（1）组织机构我公司按照标准要求建立了质量管理体系，并形成文件，加以保持并实施，予以持续改进。公司质量方针：诚信履约，为顾客建设满意工程，强化管理质量为本开拓市场，提高企业效益。（2）质量管理职责质量保证体系中要做到的质量管理职责明确，责任到人，便于管理。管理人员职责如下：1）项目经理：项目经理要对整个工程质量全面负责，并在保证质量的前提下，平衡工程进度计划，经济效益等各项指标的完成，并督促项目所有管理人员树立质量第一的概念，确保《质量计划》的落实与实施，协调好内外各方面的关系，创造良好的施工外部环境。2）项目总工：项目总工是项目质量控制及管理者，对整个工程质量工作全面管理，组织图纸会审，施工组织设计编制、技术交底、主持编制关键工序的作业指导书及质保计划，监督各施工管理人员质量职责的落实，同时指导项目“QC”小组开展活动，作为负责生产主管项目领导，要把抓工程质量作为首要任务，在布置工作任务时，充分考虑施工难度对工程质量的影响，在检查生产工作时，严格按施工方案，作业指导书进行检查，按规范、标准组织自检、互检、交接检的全部验收。3）质检人员第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计质检人员作为项目对整个工程质量进行全面检查的主要人员，对工程质量全面监督控制，实行跟踪检查，发现问题及时整改，对出现的质量问题及时发出整改通知单，并监督整改达到质量要求，定期向项目经理书面汇报近期质量检查情况及处理措施，并接受甲方及监理、各级领导的监督检查及交底验收。4）施工工长工长作为施工现场的主要指挥者，自身应树立质量第一的观念，施工前对每道工序的书面技术交底，全面了解，在施工中随时对作业班组进行施工指导，质量检查，对质量达不到要求的施工内容，监督整改，同时也是各分项施工方案、作业指导书的主要编制者，施工前要编制好各分项详细的施工方案及作业指导书，报项目总工审批后指导施工。（3）施工过程中的质量控制1）加强施工工艺管理，保证工艺过程的先进、合理和相对稳定，减少和预防质量事故。2）坚持质量检查与验收制度，严格执行三检制原则，上道工序不合格不得进入下道工序施工，对于质量容易波动，易产生质量通病或对工程质量影响比较大的部位和环节加强预检、中间检和技术复核工作，以保证工程质量。要做好工程隐蔽、预检记录、专业质检员作好复检工作，再请业主及监理验收。3）做好各工序的成品保护工作，下道工序的操作者即为上道工序的成品保护者，后续工序不得以任何借口损坏前一道工序的产品。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计4）砼、砂浆的配合比应符合要求，委托实验室先进行试配，经合格后方可使用，混凝土在浇注过程中必须检查其组成材料的质量和用量，严格控制拌制点及浇注点的塌落度及搅拌时间，并按规范留置试块。二、确保工期措施1、组织措施（1）组织精干、高效的项目班子，确保指令畅通、令行禁止。建立生产例会制度，每星期召开一次由各方参加的工程例会，每日召开一次生产协调会，围绕工程的施工进度、工程质量、生产安全等内容检查上一次例会以来的计划执行情况。（2）实行合理的工期、目标奖惩制度，根据工作需要，主要工序可采取每日两班制度，即24小时连续作业。（3）做好施工配合及前期施工准备工作，拟定施工计划，专人逐项落实，确保后勤工作的高质、高效。保证人、财、物的投入，满足施工生产的需要。（4）做好现场防护工作，遵章守法，保障生产。2、技术措施（1）进场前针对工程特点编制周密可行的工期网络计划，其中总体网络计划规定了关键线路和控制点，通过每一环节工期计划的实现来保证工期目标的实现。（2）强化计划管理，经常对照第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计检查，遇突发情况，随时调整施工方案，确保工程进度，根据计划任务编制相应的劳动力、材料需用量计划，并根据工程进度情况及时安排追加计划，确保各项资源满足总体工期计划的需要。（3）合理调配施工机械设备，充分发挥其重要作用，做到勤保养，常检修、速更换，确保机械设备的完好率和利用率。（4）做好节假日期间的计划管理工作，放假前，准备充足的物资、材料、半成品，节日期间利用经济等手段稳定劳动力，使节日期间的施工生产正常进行。（5）采用成熟的新技术向科技要速度，施工期间经常与气象部门联系，作好特殊气候的施工方案及各项准备工作。三、安全施工保证措施（1）安全目标本工程安全目标为：杜绝死亡及重伤事故、月安全事故频率控制在1/‰以内。（2）安全生产体系安全生产体系由安全生产责任制、安全生产制度及安全技术措施组成。（3）安全生产责任制本工程制定以项目经理为主，安全负责人为辅，各级工长及班组为执行者，保卫、安全员为主要监督者，医务人员为保障者的安全生产责任制，各自职责如下：项目经理：全面负责施工现场的安全措施，分项安全方案，督促安全措施的落实，解决施工过程中不安全的技术问题。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计安全负责人：督促施工全过程的安全生产，纠正违章，配合有关部门排除施工不安全因素，安排项目内安全活动及安全教育的开展，督促劳保用品的发放和使用。施工工长：负责上级安排安全工作的落实，进行施工前安全技术交底，监督并参加班组安全学习。（4）安全生产制度安全生产制度包括安全教育、检查、交底、活动等四项制度。（5）安全技术措施1）安全技术措施首要问题是解决好土方坍塌工作，入场施工前将依据各线、段地质情况编制详细的支护作业计划。2）现场所有机械设备必须按照施工总平面图进行布置和停放，机械设备的设置和使用必须严格遵守《施工现场机械设备安全管理规定》，现场机械有明显的安全标志和安全技术操作指示牌，具体要做到：大型机械施工时，做好现场值班、值勤和维护工作。所有机械设备应经常清洁、润滑、紧固、调整、不超负荷和带病工作。机械在停用、停电时必须切断电源，对新技术、新材料、新工艺、新设备的使用，在制定操作规程的同时，必须制定安全操作规程，对特殊工序，必须指定作业方案，提出确保安全的措施。各分项工程各分管辖地实行，谁主管，谁负责的原则。3）施工用电安全措施：现场施工用电原则执行一机、一闸、一漏电保护的“三级”第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计保护措施，其电箱设门、设锁、编号并注明负责人。电气机械设备必须执行工作接地和重复接地保护措施。电箱内所配的电闸、漏电、熔丝负载必须与设备额定负荷相等，不使用偏大或偏小额定负荷的电熔丝，严禁使用金属丝代替熔丝，在开关箱和顶部同时钉装放火板。电焊机上要有防雨盖，下铺防潮垫，一、二次电源接头处要有防护装置，二次线使用接线柱，一次电源采用橡皮套电缆穿塑料软管，长度不大于3米。三、文明施工保证措施1）、文明施工是建筑施工企业形象最直接的反映，在本工程的施工过程中，我公司将按着有关施工现场标准规定的内容及相关文件进行布置及管理，避免对周围环境的影响，树立公司的企业形象。现场文明施工管理细则：总平面图管理是针对整个施工现场而进行的管理，其最终要求是严格按着各施工阶段的施工平面布置图规划和管理。具体表现：施工平面规划，应具有科学性、方便性，施工现场按着文明施工的有关规定，在明显的地方设置工程概况、施工进度计划、施工总平面图、现场管理制度、放火及安全保卫制度等标牌。供电、给水、排水等系统的设置严格遵循总平面图的布置。所有材料的堆放、小型机械的布设均按平面图要求布置，如有调整应有书面的修改通知。在做好总平面图管理工作的同时，应经常检查执行情况，坚持合理的施工顺序，不打乱仗，力求均衡生产。2）其它具体措施：第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计对现场道路进行全面修整，现场排水系统应保证畅通，设置砖砌明沟为主，并用钢筋制作的盖板盖在明沟上，排水以自然排水沟坡向为主。在施工过程中要求各作业班组做到施工完场清，保证施工层面没有多余的建筑材料及垃圾，项目经理部将派专人进行检查，使每个已施工完的现场保持清洁，对运入的施工材料要求堆放整齐，使整个施工现场整齐化。五、环保措施为防止骚扰附近居民生活，保护环境，制定以下措施：1、无论白昼，所有超过规定的噪音工作一律不得进行，如必须在施工现场进行，而噪音又超过规定分贝值时，进行搭设工作棚，阻挡噪音的扩散程度，如木制作，电器、搅拌机等。2、能在白天进行的各噪音工作，一律安排在白天进行。3、砼振捣棒工作，进量安排在白天进行，如必须在夜间施工的，须取得当地有关部门同意，并做好当地居民的思想工作，严格按照规定的时间施工。一定避免振捣棒乱振空振，或与模板、钢筋硬碰震动，不按规定振捣。4、钢筋加工设备必须在白天进行。5、搅拌机冲洗废水、灰浆水等均要流入到专用的水池中进行沉淀，不得直接排入到市区排水管道中。7、水泥、白灰、珍珠岩等易飞扬的细颗粒材料，均库内存放，室外临时存放时，必须上盖下垫，严密遮盖防止扬尘。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计8、所有的装饰材料必须采购环保达标的产品，如建筑用胶、油漆、大白材料等。9、施工中确实不能避免的噪音，一定要与当地的有关部门协商，不可擅自施工。六、冬季施工措施由于目前处于早春季节，气温比较低，混凝土施工须采取冬季施工措施，具体措施如下：1、选择硅酸盐水泥或普通硅酸盐水泥，砼浇筑后的起始养护温度不应低于5℃。2、选择砼防冻剂应以砼浇筑后5d的预计日最低气温来选择，本工程拟选用适用于-15℃的防冻剂。3、砼浇筑后，裸露表面应采用塑料薄膜覆盖保护，并覆盖草袋子。加强测温工作，测温的项目与次数应符合以下规定：测温项目测温次数室外气温及环境温度每昼夜不少于4次，此外还需测最高、最低气温搅拌机棚温度每一工作班不少于4次水、水泥、砂、石及外加剂溶液温度每一工作班不少于4次砼出罐、浇筑、入模温度每一工作班不少于4次4、砼在强度未达到设计强度40%之前，应每隔2h测量一次，达到受冻临界强度3.5Mpa以后每隔6h测量一次。5、第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计全部测量孔均应编号并绘制布置图，温度变化大易冷却的部位，孔深宜为10~15cm或板厚1/2。6、测温时，温度计应与外界气温隔离并留置在测量孔内不少于3min.7、砼搅拌：计量投料保证准确。8、砼运输与浇筑：砼运输与浇筑要有保温错施，并且安排好运输车时间差，防止砼热量损失，保证砼拌和物的出机温度不低于10℃，入模温度不低于5℃。高标号砼与低标号砼接茬时间不能超过15分钟。各部位砼施工时气温不能低于-15℃。9、砼振捣：采用机械振捣，保证砼密实，振捣时间一般十秒为宜，不允许漏振和过振。振捣延续时间应使砼表面浮浆，无气泡、不下沉为止。铺灰和振捣应选择对称位置开始，防止模板走动。砼要分层浇筑振捣密实。上表面必须用木抹子搓平，使表面密实平整。10、砼养护：砼入模振捣抹平后，由专人立即用塑料薄膜（防止保温材料吸水）、草袋子（两层错缝）覆盖，边浇边盖，缩小工作面，减小散热量。第五章劳动力、材料、机械设备进场计划一、劳动力投入计划根据施工工期需要，工程量大小及施工组织方法确定劳动力数量，本工程结构复杂，工程量大要精心组织施工，科学合理的进行组织施工。二、材料投入计划第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计按照确定的采购方式与途径，做好材料的准备工作，中标后及时采购合格产品运到现场，确保材料供应，材料准备的好坏直接影响工程施工质量、进度和成本。所用钢筋水泥必须符合国家质量标准，均由甲方和监理确认方可进场，本工程采用质量双控，原材料必须试验合格后方可使用。1）深入实际，随时掌握施工进度，了解材料的使用、消耗情况。2）认真做好定额用料的统计工作，根据材料目录建立明细帐。3）严格执行收料“三验制”，既验数量、验质量、验规格品种。4）严格按照施工平面图，合理规范地存放各类材料和构配件。5）按时、按质、按量地组织各种材料进场，保证现场施工需要。6）严格保证进场材料的质量完好，数量准确、妥善保管，不降低材料的使用价值。三、机械设备投入计划根据工程规模及现场需要拟设三台塔吊，具体位置见施工平面布置图，解决钢筋、模板、空心砌块、砼及砂浆等材料的垂直运输。投入钢筋弯曲机4台，切断机2台，调直机2台，用于钢筋的制作。投入圆锯机、电刨床各3台用于木模板的加工制作。搅拌机2台进行现场搅拌，挖掘机、装载机各1台、自卸汽车5台，用于土方工程，其它机械设备，电焊机4台、砼插入式振捣棒和平板振捣器、试验计量器具，回弹仪等。第六章工程保修措施一、工程保修第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计严格执行《中华人民共和国建筑工程管理条例》中建设工程质量保修的规定。二、保修措施本工程保修，采取两种保修措施：（1）定期保修：一方面在工程交付使用后，项目经理部组织一个由土建、水暖、电气组成的综合保修小组，驻工地进行交工后的集中修缮工作，经建设单位确认无问题后撤回；另一方面，在季节性回访和保修期满回访中对发生的问题及时处理。（2）不定期保修：在保修期内，只要接到建设单位提出的质量问题，我方将及时到现场，决不拖延，与建设单位共同商定解决方案，做到处理问题“不过夜”。通过定期与不定期保修措施，使主动与被动不定期结合起来，使建设单位没有后顾之忧，体现了市场经济的作用，体现了“用户是上帝”的服务宗旨。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计1、劳动力安排计划表工种级别按工程施工阶段投入劳动力情况基础砼结构砌体结构屋面装饰钢筋40木工50混凝土工30瓦工10架子工8抹灰工2搅拌工2防水工20电工3水暖工油漆工合计175注：本计划表是以每班八小时工作制为基础的。第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计2、主要设备、机具配备计划名称规格型号功率(KW)单位数量制造年份产地进场时间塔吊QTZ470831台52012山东2012.3.18砼搅拌机JZC3505.5台22011郑州2012.3.18砼振捣器ZN-71.5台52011朝阳2012.3.18水泵1.0台202010朝阳2012.3.18钢筋切断机GW-407.5台22009河北2012.3.18钢筋弯曲机QW-403.0台22010山东2012.3.18交流电焊机BX-40040台42010沈阳2012.3.18电碴压力焊机11台22010沈阳2012.3.18木工园锯2.5台22011沈阳2012.3.18水箱个22012.3.18钢脚手杆T1002012.3.18钢扣件万个22012.3.18安全网片5002012.3.18密目网片10002012.3.18钢模板1500×3001200×300T122012.3.18木模板张20002012.3.18钢筋调直机WJ-405.5台22006山东2012.3.18第40页共40页东北金城建设股份有限公司
燕都新城主楼基础施工组织设计第40页共40页东北金城建设股份有限公司
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