1、挡土墙施工方案一、 工程概况：1、工程简介六环路1合同段位于北京市昌平地区，设计起点桩号为K0+000，设计终点桩号为K1+500，路线全长共1500米。主线设计车速100千米每小时，路基全宽26米，设计荷载为汽车超20、挂车120。本标段浆砌块石挡土墙共有三处，全部为重力式挡土墙挡土墙分为路堤式和路肩式两种。详见下表：挡土墙名称或编号起止桩号1K1+180K1+500左2K0+045.45K0+130.45右3WK0+429.66WK0+690（K0+000）K0+014.66右重力式挡土墙基础的两边外扩1米，并用1米厚的二灰砂砾回填处理，压实度达到85。2、主要工程数量挡土墙编号浆砌块石数2、量（m3）二灰砂砾数量（m3）1233、主要工程项目和工程特点挡土墙施工包括的施工顺序：测量放样、基坑开挖、承载力检测、二灰砂砾施工、砌筑凸榫、砌筑挡墙基础、砌筑挡土墙墙身、勾缝、养生等施工工序。由于雨季的提前到来，基坑的开挖要快，回填要及时，以免浸泡基底。二、 挡土墙施工方案（一）施工组织机构设置为了保证工程的施工质量，满足工期要求，我单位结合本工程的具体情况配备了多年从事施工及管理工作，具有丰富施工经验，熟练业务综合素质高并取得良好业绩的项目经理专业技术和经营管理人员组建项目经理部。选拔技术熟练认真负责的施工人员20名，技工50名、普工100人组建挡土墙施工队伍，负责本项工程的施工。具体人3、员详见施工组织机构框图。（附图）（二）工期安排由于拆迁等问题不能解决，我项目决定现对1和3挡土墙进行施工：挡土墙开工时间：2004年6月25日完工时间：2004年8月31日（三）施工准备1、施工水源：具现场考察，租用附近当地的机井一处，机井出水量为每小时50T左右，日出水量：50T/小时8小时400T。利用水车运输。2、施工用电：配备150KW柴油发电机两台。3、临时道路：利用现有的百葛路运输，进场道路铺设30公分厚6米宽的临时道路。4、临时住房：租用民房作为临时驻地。3挡土墙在连接线部位搭设临时住房作为临时生活区。5、地上地下物的探测与防护：本标所通过地段地下管线比较复杂，尚未探明，施工前必4、须进行探测和防护，以保证工程的顺利进行。6、施工技术人员在工程开工前熟悉图纸及施工技术文件，并做好图纸会审记录，抓住工程的技术要点，认真做好测量放线工作，上报监理工程师，同时根据施工需要在施工区内布设支导线控制网，闭合水准点，保证施工控制的方便及准确无误。7、工地试验室：在项目部院内搭建试验室，试验室设备能满足驻地监理办的要求并且已经监督站认证。8、图纸会审：经过对图纸会审图纸可以使用。（四）挡土墙施工1、挂牌施工施工前必须树立质量意识，坚持挂牌施工，包括砂浆配合比牌、安全标示牌、胸牌、施工标志牌等。2、测量放线使用“拓普康”全站仪根据设计图纸测设出挡墙的中轴线，并打出控制点，现场用钢尺定出基5、础的边线并用水准仪测量各点的高程，确定下挖深度，经符合无误后报监理审查认可后进行下到工序的施工。3、挖基对基坑深度超过2m地段，开挖时为确保开挖作业的安全，首先设置1：1的坑壁坡度，再在基坑四周打入木桩，设立挡土板，防止基坑四周坍塌。另外，基坑开挖过程中，防止雨水流入或地下水渗出，必须在基础尺寸外侧开挖排水沟和积水坑，配一台潜水泵，以便把积水立即抽排出积水坑外，保证挖基工作在无水情况下安全进行。基坑开挖至设计标高和几何尺寸满足图纸要求后，通知试验室和监理工程师，用动力触探仪作地基承载力试验，检查是否满足设计要求，若不能满足设计要求，应与监理工程师协商处理方案，直至符合设计要求为止。基坑底标高、6、几何尺寸、地基承载力、基坑密实度等都符合要求后报监理工程师检验，并且得到监理工程师的认可后方可进行二灰砂砾的施工。4、二灰砂砾施工购买成品的二灰砂砾，用装载机配合自卸车摊铺，平地机整平，压路机碾压，按照路基填方施工规范施工，并层层报验，确保工程质量。5、浆砌片石基础砌筑前，首先将片石中的风化石，杂质等清理干净，砂必须是经过试验合格的，砂浆拌合采用搅拌机拌合。砂浆加水量采用搅拌机自动计量器控制水的需用量，砂用磅秤计量。砌筑前，再次复核各部尺寸，另外测量组将基础顶标高控制桩打在基坑四周，以便砌筑基础时拉线控制基础顶标高。砌筑前先开挖凸榫基坑，砌筑凸榫，经验收合格后进行基础的砌筑。砌筑基础根据厚度的7、不同分两层或三层砌筑，每层砌筑的厚度30-35cm，但分层不找平，使基础上下交错连成一体。保证基础最小埋深50cm。砌筑时用砖刀和捣浆棒一起将缝密实，不出现空洞和砂浆不饱满现象。每个段落施工基础时，首先按图纸的要求将沉降缝位置确定且固定好，当砌筑到此时，用泡沫板将此隔开。基础砌筑完毕后，用透水性的砂砾土或砂砾将基坑四周回填，回填夯实用震动打夯机，用灌砂法作密实度试验，密实度必须达到85%以上。6、浆砌块石墙身基础砌筑完毕后，必须与设计图纸核对，检查几何尺寸与基础顶设计标高是否有偏差，经自检确认符合要求后报监理工程师签证认可后才开始墙身砌筑。砌筑前，先将基础表面清理、冲洗干净。为保证墙身位置及断8、面尺寸的准确，当底面尺寸放好样后，用木板制成墙身断面挂线样板，将挂线样板固定在沉降缝位置，在墙端转角点挂控制墙身的砌筑。在施工过程中，经常检查挂线样板位置、基础沉降缝与墙身沉降缝位置是否一致、墙身平面位置及外侧坡度，随时纠正不合要求之处。砌筑第一层时，首先坐浆砌筑。墙身分层砌筑且墙体较长时分段砌筑，分段位置设在沉降缝，两相邻工作段的砌筑高差不超过2m。各砌层都先砌外圈定位行列，然后砌里层，外圈与里层砌块要交错连成一体，并借助瓦刀和捣浆棒将各部位捣固密实，不出现空洞和砂浆不饱满现象。工作段墙身最高处达到8米，在砌筑时，必须搭设安全可靠的脚手架，使砌筑时减轻工作负担和保证砌筑安全，在砌筑时，绝对禁9、止在已砌好的墙体上抛掷、滚动、翻转和敲击石块，避免振动给下层作业带来不安全因素，另外，墙身砌筑到2m左右高度时，在高填方段，应在墙身内侧回填土，以降低作业的垂直高度，保证作业安全。6、墙顶抹面和勾缝均采用10#砂浆。7、泄水孔泄水孔的尺寸是1010，为保证泄水孔以后畅通，在砌筑时除按2米间隔上下交错布置外，还要将泄水孔用封头封起来，避免施工时砂浆进入孔内，同时孔眼进口处设置直径2.5cm7cm的粒料堆石且最下层泄水孔应高于地面30cm。墙体砌筑完后，将封头拔掉，利于排水。8、沉降缝沉降缝施工：先将施工时遗留在原缝内的水泥砂浆或小石块等清理干净，然后用沥青麻筋塞入。砌筑的墙身和勾缝的砂浆一定保持10、湿润，达到养护效果。墙体勾缝：将需勾缝处的原砌筑缝凿进2cm左右，以便勾缝砂浆不脱落。勾缝采用凸缝，线条要平顺、圆滑。9、养生砌筑好的基础、墙身等用草袋将其覆盖好，并及时洒水养护。10、土墙的施工工艺流程图（附后）。三、 主要施工机械及设备（附后）四、 质量保证措施我项目部制定“质量重于泰山、用户满意至上、强化科学管理、力创精品工程”的质量方针，制定以下质量保证措施：（1）承台开工前，做好施工技术交底。（2）成立强有力的领导班子，组建高素质的施工队伍，建立质量保证体系，明确职责、落实到人。（3）建立质量检查、质量反馈制度。（4）严格按照设计图纸和文件、变更指令及技术规范施工。（5）推行ISO911、002质量管理。（6）严格控制原材料质量。（7）加强工程质量检查工作，积极配合监理工程师的工作，严格按监理工程师的要求进行整修和返工。（8）质量保证体系工作流程图（附后）。（9）分项工程质量保证体系图（附后）。五、 安全施工措施 1、在施工现场设置专职安全员，进入施工现场必须佩带安全帽，在高空作业设安全网及安全带，在施工现场设置安全宣传警示标志。 2、出工前应严格检查所用工具，机械，消除事故隐患。 3、在施工中坚决执行北京市及局、处有关安全规章制度，杜绝违章指挥违章操作，保证本工程施工安全完成。六、 文明及环境保护措施 本工程地处北京城区，地下管线复杂，必须严格按北京市施工现场管理法规组织现场12、施工。 1、创文明工地目标 文明施工管理是创优规划中的重要方面，本标段工程文明施工管理目标是：创市级文明工地。 由项目经理组织分别在场容、料具管理、环境控制、综合治理等方面确定责任人，采取“标准明确，责任到人”的管理目标责任制，将文明施工落到实处。 2、场容场貌 （1）按规划布置临时施工设施，建立平面信息信号管理系统，对各项生产、甚或设施、道路、管线、电力线路、各类物资放置场地及临时仓库实行平面动态管理，定期检查考评，有奖有罚。 （2）对作业环境设置必要的安全警示标志，对工序实行挂牌标识的方法。 （3）场地按规划要保证运输道路畅通，排水有组织。 （4）民工管理严格执行北京市建委规定和业主要求，13、按照“非典”时期标准严格管理。 3、物资及设备 （1）物资按类别采取库房和大棚两种方式储放，做到料架整齐划一，分区合理，产品标识正确，检验状态无遗漏。 （2）定点加工机具应设防雨棚，严格执行“十字作业法”，做到机具维护到位，性能可靠，表面清洁。 4、环境控制 （1）建立卫生清洁责任制，划分卫生责任区域，责任明确。 （2）施工污水采用软管排入既有排水系统或流入规划的渗水坑、沉淀池内，杜绝无组织排水，保证水土完整不流失。 （3）生活临建区域采用明沟排放雨水，生活废水通过埋地管道排入集水坑，生活垃圾及时处理。 （4）食堂干净卫生，炊事人员定期体检，持证上岗。 5、综合治理 （1）搞好施工现场及生活区14、域的封闭式管理，教育职工遵守作业秩序和现场管理纪律。 （2）搞好职工宿舍文明评比活动，做到整齐、明亮、通风。 （3）建立现场巡查保卫及值班交接记录制度，防止外部闲杂人员入内损坏成品和半成品、盗窃施工材料。搞好路、地关系，为顺利施工创造必要的条件。 6、环境保护措施 （1）本工程成立文明施工专职小组，有项目经理直接领导，设专人负责文明施工宣传及管理。明确项目部及各部门、各专业队文明施工的区域，作好防尘、防噪音、防遗洒工作。 （2）施工中严格遵守环境保护法的有关要求，加强管理，采取有效的手段进行积极预防和保护，避免造成水土的流失，保护工地周围的植被和环境。 （3）工地营房建设要标准化，对职工加强学15、习教育管理，严格遵守国家和地方政府的环境保护法规，采取有效的措施，保护工地周围的植被和环境，不乱到垃圾，保证环境优美。加强流行性疾病的预防工作。（4）强化环保管理。健全企业的环保管理机制，定期进行环保检查，及时处理违章事宜。并与地方政府环保部门建立工作联系，接受社会及有关部门的监督。 （5）加强环保教育，宣传有关环保政策、知识、强化职工的环保意识，使保护环境成为参建职工的自觉行为。 （6）本工程为减少噪音扰民，超标准设备要搭棚封闭和降噪，噪音较大的工序尽量避免夜间施工，大宗材料运输可安排在夜间进行，以避免交通高峰期。 （7） 施工驻地设生活垃圾集中存放点，及时清运，设专人清扫施工现场，负责保证16、现场整洁及卫生工作。 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