地铁施工临时围挡施工方案.pdf

目录录 .错误!未定义书签。编制依据.错误!未定义书签。工程概况.错误!未定义书签。施工部署.错误!未定义书签。人员配备 .错误！未定义书签。主要机械设备 .错误！未定义书签。测量工具 .错误！未定义书签。工期要求 .错误！未定义书签。施工工艺.错误!未定义书签。围挡定位 .错误！未定义书签。基础施工 .错误!未定义书签。立柱及板块设计 .4立柱及围挡板块施工.错误！未定义书签。质量保证措施.7安全保证措施.错误!未定义书签。防风措施.8防火措施.8编制依据施工图纸及相关技术规程工程概况北堀一路位于咸阳市北堀新城，为东西向城市主十路，西起312国道，经平福大道、咸北大道、规划路，东至迎宾大道，全长，规划道路红线宽度123456781280m3 施工部署人员配备文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 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HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3生产经理：1名安全员：1名质检员：1名工长：1名焊工：2人安装工：8人杂工：10人主要机械设备电焊机：2台切割机：2台振捣棒：2套扳手：4把铁锤：4个测量工具水准仪一台，经纬仪一台，水准尺三套，盒尺五把，卷尺五把工期要求接到开工通知后10天内完工。施工进度计划见下表：围挡施工进度计划表任务名称工期开始时间完成时间1围挡范围测量放线1工作日2围挡基础施工2工作日3围挡支撑立柱施工3工作日4围挡彩钢板及大门施工6工作日5配套设备施工4工作日文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I34 施工工艺围挡定位根据施工图纸，对临时围挡进行测量定位，放线后请监理与业主予以确认，与图纸不符部位及时进行调整。基础施工考虑到北堀新城地理位置空旷，周围风速高，风力大，故出丁安全考虑，围挡需在非混凝土路面下加设混凝土或砖基础。首先，根据测好的围挡位置线及设计图纸要求，施工围挡基础；基础截面形式及尺寸，见下图。在未硬化的施工场地内按围挡位置线开挖500X500mm勺基础槽，待验收合格后，开始浇筑C30混凝土基础，浇筑过程中严格按照技术交底施工。浇筑完毕后，及时覆盖并养护。施工中可根据施工具体情况相应增加其他稳固围挡措施。图b围挡立柱基础剖面立柱及板块设计施工围挡采用50mm厚外白内蓝轻质双层火心彩钢板，高度，立柱边长100mnpfloo120mPYC里料营M-T-二一;的基?r.的土革W77 她CM渴云上 基省图a围挡基础剖面?!1讪1胳576(;忒皿也 文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3高的方形钢管外套PVC塑料管，钢管壁厚3mm围挡顶部设置压顶条，底部地面采用500m亦240mm的砖砌基础，外侧贴60m片200mnfK色瓷板勾凹缝，内侧刷20mm厚水泥砂浆，凝固后刷白。每隔3m设一根锚入于地面的型钢立柱，碌路面立柱底部与150m片230m亦5mm钢板焊接，钢板采用四个13mm（|）10膨胀螺栓锚固定基础面，保证围挡稳固、整齐、美观。围挡顶部安装警示红灯，间距与型钢立柱一致，照明线设塑料套管，确保金届架体不带管，灯具用套管挑出围挡上口150mm套管上导线口朝下。围挡有宣传标语处间隔1m设置下照射灯，彩钢板顶端横铺100mm的方形钢管用于固定下照射灯，在临行车道围挡砖外侧每间隔2m设置海油公司指定的背景图案，并配有经公司批准的宣传标语。立柱及围挡板块施工待基础混凝土达到一定强度后，将型钢立柱底部以每隔3m间距与钢板焊接，钢板采用膨胀螺栓锚固于混凝土基础上，之后进行砖砌基础施工及板块安装。砖 砌基础完成后，根据立柱的外伸高度，均匀分隔，焊接围挡板块底连系梁槽，连系梁采用槽钢制作。全部焊接完毕后，对焊接情况进行验收，合格后进行板块安装。依次安装每个版块，将围挡板块嵌入连系梁槽并固定后，使用压顶条进行压顶，并将压顶条两端与型钢立柱焊接牢固。施工临时围挡平面图详见下图：文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3施工围挡平剖面布置图5 质量保证措施(1)组织措施。建立健全各项质量检验检查制度，建立质量管理体系，明确各级质量责任。建立严格的自检制度，保证工序合格。(2)加强宣传教育力度。“以质量求生存，以质量求信誉”，提高每个职工的质量意识。(3)建立奖罚制度，把质量和经济挂钩(4)严格把好材料和成品构件质量关。6 安全保证措施(1)针对工程特点及“安全第一，预防为主”的方针，上岗前对施工人员进行安全培训和安全技术交底，考核上岗。(2)高空作业人员按规定体检，并按要求系安全带。(3)特种作业人员持证上。(4)严格执行国家建工总局发布的关丁加强劳动保护工作的决定中提出的施工安全十项措施1-剖面:T 剖画图文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3(5)每班前认真检查吊装索具、工器具，高空作业人员配好安全带，认真检查吊装索具、工器具，认真检查作业平台、爬梯等。(6)加强安全用电管理，严格执行JCJ44-88的规定。(7)设专职安全检查员一名，负责施工现场的安全工作。7 防风措施彩钢板围挡抗风力等级为8级，为了更有效的抵抗湖风，需对其进行加固。(1)柱与柱之间采用28钢筋牢固焊接，使围挡之间连接更紧密，整体受力,避免倒伏。围挡内侧增设4#方管柱，柱与柱间采用28钢筋电焊连接。(3)彩钢板下方堆放沙袋，压住底边，防止底边被风吹裂。8 防火措施(1)临时围挡搭建需分类、分组堆放，按防火要求设定间距。消防器材布局合理规范。(2)用电线路、电器设备必须由具备相应资质电工统一安装，并配置漏电保护器等防护器材，统一采用三相五线制，即TN-S标准。(3)建立、健全用电安全动火审批手续。易燃易爆物品管理“四定(定人、定职责、定岗位、定奖罚)”。文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 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HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3文档编码:CP10R5F10W4M7 HO3L3V3X4M3 ZZ4X9D5F1I3