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地铁雨季施工方案

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地铁雨季施工方案

  • 10页
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2、本标段施工总进度计划3、《轨道交通隧道工程施工质量验收标准》QGD-007-2005二、工程概况XXX三、气候特点北京地区多年平均降水量为640mm,80%集中在汛期（6-9月），7月下旬至8月上旬尤为集中，占年降水量的90%以上，冬半年（10月-3月）降水量不足年降水量的10%。此外，年降水量年际变化较大。降水量在时间上分布不均匀的同时在空间上分布也极不均匀，据北京气象降水资料统计，降水量较大的地区主要集中在东北部的密云、怀柔及西南的房山地区，降水量大于600mm；在北京城区内，降水量在550mm;在平原区南部的大兴地区、通州的部分地区，降水量较小，为500mm左右。四、施工计划根据业主文件，14号线雨季施工期定为4-10月，在该时间段我部主要进行区间隧道标准减震段、人防段、停车线段初支施工，施工里程为左线K20+780-K21+130，右线K20+820-K21+150。五、雨季施工领导小组为保证雨季施工期间，大雨、暴雨等引发险情时，能够及时组织人员进行抢险救灾，保证本项目的施工安全，项目部成立雨季施工领导小组，暗挖队作为本项目的防汛抢险队。（一）雨季施工防汛领导小组：组长：副组长组员：防汛队：由XXX任队长，暗挖队施工人员为防汛抢险队成员。防汛领导小组在雨季来临之前召开防汛工作会议、组织学习雨季施工技术规程、讨论提出防汛工作目标，制定出防汛应急救援预案，并组织相关人员进行汛前综合检查和防汛演练。（二）防汛值班制度防汛值班办公室设在安质部，在雨季期间，安质10 部负责及时收发各阶段天气预报，并做好详细记录，天气情况上墙并上报防汛办公室。遇天气情况异常，马上对施工计划进行调整，防汛小组派专人对施工现场及周边环境进行值班巡视，抢险队在雨天全体队员现场集中待命，随时排险，保证雨期施工顺利进行，人员安全及设备完好。要求领导电话24小时开通，值班电话由专人值守。防汛值班电话：六、雨季施工防汛物资雨季施工防汛物资表序号物资、设备名称单位数量存放位置1彩条布㎡200仓库2方木m35现场3铁锹把10仓库4发电机台1现场5编织袋个1000仓库6水泵(型号：QJD-40-0.55扬程：50m流量：10m³/h)台2仓库7雨衣套50仓库8雨鞋双50仓库9手电筒个30仓库七、雨季施工措施（一）下穿管线情况永～安区间共下穿各类管线36条，其中，3200×2500热力管沟为一级风险工程，15条管线为二级风险工程，20条为三级风险工程。包括市话、雨污水、热力、上水、燃气、通信等管线，管线位置、风险工程等级及基本状况见表1,管线分布见附图1。表1区间下穿管线统计表序号风险工程名称位置、范围风险基本状况描述管线材质1106*85市话管线左K20+472.674右K20+497.40区间斜向下穿管线，管底位于区间结构顶部上方约13.13m，管顶标高38.87，管地面埋深约1.41mPVC套管10 2两条D1400mm雨水管线左K20+474.705右K20+478.66区间斜向下穿管线，管底位于区间结构顶部上方约11.2m，管底标高35.99,管地面埋深约3.6m混凝土3D400mm、D600mm两条污水管线左K20+477.954右K20+484.705区间斜向下穿管线，管底位于区间结构顶部上方约10.19m,管底标高35.23，地面埋深4.67m混凝土4两条D80mm照明管线左K20+490.674右K20+514.96区间斜向下穿管线，管底位于区间结构顶部上方约13.56m，管顶标高38.89，管地面埋深约1.61mPVC套管5□3200*2500热力管沟左K20+493.674右K20+518.00区间正交下穿管沟，管底位于区间结构顶上方约6.16m，管底标高31.42，管地面埋深约6.14m混凝土6电信24*12管线左K20+499.7右K20+521.00区间斜向下穿管线，管底位于区间结构顶部上方约13.41m，管顶标高38.90，管地面埋深约1.18m电缆7两条D150mm电力管线左K20+518.165右K20+540.205区间斜向下穿管线，管底位于区间结构顶部上方约12.88m，管顶标高38.53，管地面埋深约1.61mPVC套管8DN250mm上水管线左K20+524.7右K20+547.06区间斜向下穿管线，管底位于区间结构顶部上方约12.12m，管顶标高38.03，管地面埋深约1.30m球墨铸铁9D800mm污水管线左K20+526.92右K20+548.685区间斜向下穿管线，管底位于区间结构顶部上方约12.47m，管底标高38.13，管地面埋深约0.4m混凝土10D800mm污水管线K20+548.685区间斜向下穿管线，管底位于区间结构顶部上方约11.42m，管底标高37.08，管地面埋深约1.45m混凝土11D1350mm雨水管线K20+566.58区间斜向下穿管线，管底位于区间结构顶部上方约10.05m，管底标高35.88m，管地面埋深约2.2m混凝土12五条74*52通讯管线K20+569.58区间斜向下穿管线，管底位于区间结构顶部上方约12.39m，管顶标高38.3，管地面埋深约1.13mPVC套管13D700mm雨水管线K20+576.36区间斜向下穿管线，管底位于区间结构顶部上方约11.38m，管底标高37.3，管地面埋深约1.43m混凝土14D300mm污水管线K20+684.96区间斜向下穿管线，管底位于区间结构顶部上方约11.75m，管底标高38.7，管地面埋深0.84m混凝土10 15市话30*30左K20+769.76右K20+701.76在地铁结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方11.73m，管顶标高38.87，管地面埋深约0.98mPVC套管16DN400mm燃气管线左K20+752.00右K20+722.85位于与永定门外站－安乐林站区间左线线路上，地上4层，条形基础，基础埋深约2.58m，基底距地铁结构顶部间距约9m球墨铸铁17DN400mm上水管线K20+730.25区间斜向下穿管线，管底位于区间结构顶部上方约10.20，管顶标高37.98，管地面埋深约1.91m球墨铸铁18通信72*48K20+740.85在地铁结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方9.1-11.5m；位于车站结构顶板上方约2.3m，PVC套管19DN400mm上水管线K20+795.83区间斜向下穿管线，管底位于区间结构顶部上方约10.11，管顶标高38.60，管地面埋深约1.32m球墨铸铁2030×30市话管线K20+805.05区间斜向下穿管线，管底位于区间结构顶部上方约10.75m，管顶标高38.87，管地面埋深约1.05mPVC套管21D400mm污水管线K20+881～K20+940区间斜向下穿管线，管底位于区间结构顶部上方约9.43m,管底标高38.73，管地面埋深约1.36m混凝土22D300mm污水管线K20+933～K21+008区间斜向下穿管线，管底位于区间结构顶部上方约9.33m,管底标高38.73，管地面埋深约1.56m混凝土2348×36通信管线K20+950.15区间斜向下穿管线，管底位于区间结构顶部上方约8.98，管顶标高38.63，管地面埋深约2.12mPVC套管24110×60电力管线K20+953.55在区间右线范围内，与线路方向一致，管底位于区间结构顶部上方约9.64m，管顶标高39.27，管地面埋深约1.35mPVC套管25DN200mm上水管线K20+969.5与区间右线正交，管底位于区间结构顶部上方约9.29m，管顶标高39.16，管地面埋深约1.68m球墨铸铁26DN300mm燃气管线K20+974.55与区间右线正交，管底位于区间结构顶部上方约8.24m,管底标高37.95，管地面埋深约2.59m球墨铸铁27DN200mm上水管线K20+980.55区间右线正交下穿管线，管底位于区间结构顶部上方约9.49m，管顶标高39.46，管地面埋深约1.38m球墨铸铁10 28DN100mm上水管线K20+994.55区间右线正交下穿管线，管底位于区间结构顶部上方约9.56m，管顶标高39.53，管地面埋深约1.46m球墨铸铁29DN150mm上水管线K21+029.55与区间右线正交，管底位于区间结构顶部上方约10.15m，管顶标高40.24，管地面埋深约1.11m球墨铸铁30D400mm污水管线K21+040区间左线正交下穿管线，管底位于区间结构顶部上方约8.195m，管底标高38.16，管地面埋深约2.79m混凝土31D400mm、D500污水管道K21+040～K21+247在地铁结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方4.40-5.65m，混凝土32□1600*1850电力管线K21+053～K21+232区间右线斜向下穿管线，管底位于区间结构顶部上方约4.05m，管顶标高38.55，管地面埋深约3.01m混凝土33D400mm、D500mm、D700mm污水管K21+071～K21+247在地铁结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方4.03-5.30m，混凝土34DN400mm上水管道K21+076～K21+247在区间右线及安乐林站结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方6.11～7.19m，球墨铸铁35D500mm、D600污水管道K21+076～K21+247在地铁结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方4.23-5.5m，混凝土36DN400mm上水管道K21+144～K21+247在地铁结构范围内，与线路方向一致，管底位于地铁区间结构顶部上方6.9-6.83m，球墨铸铁（二）排水系统计算书永安区间施工围挡长87m，宽25m。在在围挡内接近中心位置有一个Φ800mm雨水井，雨水井下部连接一条Φ1350mm雨水管，雨水管管底埋深2.7m。围挡东侧和南侧各有一个大门，大门宽8m，底部与地面有0.2m高空隙，防汛抢险队将在大雨开始10分钟内把大门空隙堵住。通过上网查得在2012年7月21日北京城区平均降雨量为每小时215毫米，地面雨水流速0.75m/s—1m/s。排水计算围挡面积：25X87=2175m3围挡内每小时最大雨水量：2175X0.215=468m3围挡外流入围挡内的最大雨水量：2X8X0.2X0.1X10X60=192m3雨水井井口面积：0.82X3.14/4=0.502㎡10 场地每小时最大排水量：0.502X0.75X0.6X60X60=813.24(雨水流速取最小值0.75m/s，0.6为井口截面折减系数)>468+192=660m3结论：由上计算结果可知场地内每小时的最大排水量大于最大降雨量，所以围挡内的排水系统满足要求。（三）组织管理措施1、为确保雨季施工时，本项目能顺利施工，要求雨季施工领导小组成员、暗挖作业队防汛人员在岗，防汛设施配备齐备，雨施期间必须服从雨季施工领导小组组长的统一部署。2、项目部每周对现场的临舍、临电、施工机械、作业面、各作业队雨期施工部署情况进行一次全面检查。3、雨后，测量人员应及时组织复核测点，以保证工程尺寸的准确性。试验人员应及时复测材料的含水率，以保证工程质量。4、施工险情应急措施：(1)安排专人负责天气预报的收集工作。(2)根据现场实际情况，各种机械停止作业，按照要求进行各种避雨防护，并移到安全部位，需要覆盖的材料及施工部位按要求覆盖。(3)电工在岗，负责现场抢险的用电保证。(4)在施工现场安排3人值班，现场设巡逻人员1人，负责检查现场的排水是否通畅；在场外各排水口处设2人，负责雨水外排；其余人员为流动人员，随时听候指挥部调遣，进行现场的抢险工作。5、周边环境雨天时，防汛小组专人对施工现场周边环境进行巡视，对围挡外及影响施工范围内的积水进行及时清理，通过现况雨水管进行积水的排除，保证道路的畅通和居民出行方便，并减小积水对施工现场造成的不利影响。（四）雨季施工技术措施1、施工现场布置⑴施工现场区域全部采用混凝土进行硬化，场地内排水畅通。⑵竖井井口设挡墙，挡墙高度不小于50cm。⑶10 对现场的仓库、变配电室、食堂、宿舍、办公室、机具料棚等临时用房要定期进行全面的检查，发现问题及时处理。⑷保证现场排水管道畅通，出现堵塞时应及时疏通。现场排水系统见下图：2、钢筋工程⑴钢筋原材及半成品存放场地全部采用砼进行硬化，钢筋原材下设置砼墩台，确保钢筋不被雨水浸泡，同时要求进场钢筋按不同规格进行分类存放。⑵雨天及时对钢筋进行覆盖防雨，已加工的成品钢筋尽快使用。⑶为钢筋加工机械搭设固定的防雨棚，防止雨淋。电动加工机械接地必须良好，且有灵敏的漏电保护。⑷锈蚀严重的钢筋须经过检测，降级使用。经检测不能使用的钢筋则弃用，以免造成质量隐患。⑸钢筋废料不得随地散置，在合适位置集中堆放。⑹降雨时需进行焊接施工时，要求焊工在钢筋加工棚内施焊，禁止在雨下施焊，以防接头处发生脆断；露天电焊作业在搭好防护设施方可进行。3、喷射混凝土工程⑴喷射混凝土所需砂石料仓要搭设防雨棚，外漏部分用彩条布覆盖，并在仓外设置排水坡，防止雨水流入料仓内，造成计量不准。⑵水泥库地面采取砼进行硬化，并在垫层下设置油毡隔离层，防止水泥受潮影响使用。⑶喷射混凝土施工前，要了解当天的天气预报，慎重安排时间，尽量避开降雨时间，选在无雨或零星小雨的时段内施工。⑷喷射混凝土拌合好后，立即通过竖井运至工作面，及时喷射混凝土。10 ⑸如砂石料遭雨水淋浸，在拌合喷射料前，应重新测定砂石料的含水率，通过试验调整配合比，确保喷射混凝土的强度能不小于设计要求。4、隧道施工⑴隧道内设排水沟及集水坑，将隧道内的渗漏水及时引排，保持隧道内干燥。⑵及时检查地下水位高度，加强降水井的抽排水，保证水位降到隧道基底以下1m。（五）安全措施1、施工用电及设备保护措施(1)现场设备要有防雨、防潮、防淹措施，电动机械、手持电动工具，必须安装漏电保护器。配电箱及电闸箱有防雨、防潮措施并且外壳有接地保护。(2)雨期施工前对动力、照明线路及供配电设备进行全面检查，对线路老化、安装不良、瓷瓶裂纹以及跑漏现象，必须及时修理和更换，严禁迁就使用，杜绝漏电现象。(3)各种电器设备经常进行绝缘，接地，接零保护的检测，发现问题及时处理，尤其在雨后施工前对设备及电缆线检查无问题后，方可合闸施工。(4)每天收工后及大雨来临前，将施工带电设备放置到较高的地方并盖好，保管好。(5)变压器等要采取防雷措施，用电和机械设备要按相应规定做好接地或接零保护装置，并经常检查和测试可靠性，保护接地电阻一般不大于4欧姆，防雷接地电阻一般应不大于10欧姆。(6)电动机械设备和手持电动机具，都必须安装漏电保护器，漏电保护器的容量要与用电机械的容量相符，并专机专用。(7)雨天施工，操作带电设备应穿绝缘鞋、戴绝缘手套，保证用电安全。2、机械施工安全措施(1)进入施工现场的所有施工机械的安全防护装置必须齐全有效，现场固定的机械设备要搭设临时防雨棚。(2)现场常用施工机具雨前雨后应进行检查并建立定期检查制度，确保其性能良好。10 (3)雷雨天气应停止作业，有防雷要求的施工机械必须按规定采取相应的防雷措施。(4)竖井提升井架设置避雷装置。（六）其它管理1、严格按照消防保卫方案的要求加强雨施期间施工现场消防保卫工作，非施工人员禁止入场。2、施工现场供应饮用水，喝水器具要卫生，同时做好食品卫生及各项防暑降温措施。施工现场配备临时厕所并设专人打扫，保证雨施期间施工人员身体健康。3、现场的仓库、变配电室、食堂、宿舍、办公室、机具料棚等临时用房雨施前要进行一次全面的检查，做到屋顶不漏雨房基不积水。安装好的门窗降雨时要及时关闭，插好插销，防止风雨损坏。4、项目部负责人组织职工学习贯彻落实“北京市建筑工地食品安全”北京市食品安全监督管理规章等法律法规和饮食卫生健康知识，项目部职工不准外购无证无照食品商贩的食品，不准无证无照食品商贩进入施工现场销售食品。项目部负责工地食堂食品采购贮藏运输加工等方面的安全，加强食品原料的进货检查验收登记等管理，严禁食用变质食物，剩余饭菜倒密闭泔水桶中及时清运。10'

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