厂房主体结构高大模板专项施工方案(普通型)docx.pdf

金属镁一体化工程50 万吨/年 PVC装置乙炔系统单元建筑工程-乙炔发生 a/b高大模板专项施工方案编制：审核：批准：中国化学工程第七建设有限公司格尔木工程工程部二 O一二年五月1/33 目录第一节、工程简况一、工程简况1 概述乙炔系统单位工程乙炔发生a/b 二个子单位工序结构形式、几何尺寸相同，上部结构为现浇钢筋混凝土框架结构，轴线尺寸为1轴11轴（70m）/A轴F轴（30m），共 6个结构层，檐口高 23.7m，单栋建筑面积约 5840M2，其中 2层、4层、5层结构为纯框架梁，故模板施工中一层满堂支撑架搭设高度需从基坑底至3层梁、板；二层满堂支撑架的搭设需从 3层梁、板至 6层梁、板。具体情况如下：注：外脚手架详见该工程脚手架专项施工方案工程基本情况文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H62/33 工程名称金属镁一体化 50万吨/年PVC装置-乙炔系统单元乙炔发生 a/b 工程地点青海盐湖周边环境周边为青海盐湖镁业有限公司在建的各个装置区建筑面积（m2）单栋约 5840m2建筑高度（m）23.7m 基础形式独立柱基础主体结构框架抗震等级三级抗震设防烈度7度地上层数6层地下层数0 各层层高（m）1层5.440m、2层3.800m、3层2.990m、4层3.080m、5层2.930m、6层5.520m各责任主体名称建设单位青海盐湖镁业有限公司设计单位中国天辰化学有限公司施工单位中国化学工程第七建设有限公司监理单位广东国信青海盐湖金属镁一体化工程监理三部工程经理黄永柱总监理工程师吴三明技术负责人王龙云专业监理工程师王宏勋工程信息参数图纸信息楼板最大板厚 a(mm)120 楼板上是否存在如采光井，管道井等空洞是最大建筑层高 H(m)第一层 11.63 第二层 9.0 上层建筑物平面的外轮廓与下层的关系凹进混凝土梁、板结构的最大悬臂L(m)0 混凝土悬挑结构的模板支架搭设方式落地式楼宇之间是否存在混凝土结构空中连廊否混凝土结构梁、板的最大跨度B(m)8 混凝土梁的最大截面尺寸b(mm)h(mm)350 800 是否存在支架搭设高度大于水平投影宽度且相对独立无联系构件的混凝土模板支架工程否是否存在斜屋面、斜梁、斜柱等混凝土结构否混凝土浇筑形式商品混凝土，汽车泵配合浇筑荷载条件施工人员及设备荷载标准值Q1k(kN/m2)2.5 振捣混凝土时产生的荷载标准值Q2k(kN/m2)，对水平面模板2 模板及其支架自重标准值0.9 新浇筑混凝土自重标准值24 文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H63/33 G1k(kN/m2)G2k(kN/m3)钢筋自重标准值 G3k(kN/m3)楼板1.1 梁1.5 支撑设计混凝土结构水平构件模板支撑体系立杆材质扣件式钢管高支模层结构情况高支模所在层EL123.180m楼板(3层梁板)EL132.18m楼板(6层梁板)脚手架挂密目安全网有高支模层底标高（m）第一层-2.45m 第二层+9.18m 柱砼强度等级C30 高支模层顶标高（m）第一层+9.18m 第二层+18.18m 梁板砼强度等级C30 最大板净跨（m）7.7 2.9 普通板净跨（m）7.7 2.9 最大板厚（mm）120 普通板厚（mm）120 最大柱截面尺寸（mm）600 600 普通柱截面尺寸（mm）500 500 最大梁净跨（m）7.5 普通梁净跨（m）8m；第二层 9.0m8m(2)模板支架搭设跨度 B：8m 18m(3)施工总荷载：活载控制时荷载组合 S1=0.91.2(G1k+G2k+G3k)+1.4Q1k =0.91.2(0.9+24 0.12+1.1 0.12)+1.42.5=7.37 kN/m2 恒载控制时荷载组合 S2=0.91.35(G1k+G2k+G3k)+1.4 0.7Q1k =0.91.35(0.9+24 0.12+1.1 0.12)+1.40.7 2.5=6.96 kN/m2 两者取大值，即施工总荷载S=maxS1，S2=7.37 kN/m2 15 kN/m2(4)集中线荷载：活载控制时荷载组合 S1=0.9b1.2(G1k+G2k+G3k)+1.4Q2k =0.90.35 1.2(0.9+24 0.8+1.5 0.8)+1.42 文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H64/33=8.93 kN/m 恒载控制时荷载组合 S2=0.9b1.35(G1k+G2k+G3k)+1.4 0.7Q2k =0.90.35 1.35(0.9+24 0.8+1.5 0.8)+1.40.7 2=9.68 kN/m 两者取大值，即集中线荷载S=maxS1，S2=9.68 kN/m 2,8 75 8 100 梁、拱、壳8 75 8 100 悬臂构件-100(4)柱模拆除，先拆除拉杆再卸掉柱箍，然后用撬棍轻轻撬动模板使模板与混凝土脱离，然后一块块往下传递到地面。(5)墙模板拆除，先拆除穿墙螺栓，再拆水平撑和斜撑，再用撬棍轻轻撬动模板，使模板离开墙体，然后一块块往下传递，不得直接往下抛。(6)楼板、梁模拆除，应先拆除楼板底模，再拆除侧模，楼板模板拆除应先拆除水平拉杆，然后拆除板模板支柱，每排留12根支柱暂不拆，操作人员应站在已拆除的空隙，拆去近旁余下的支柱使木档自由坠落，再用钩子将模板钩下。等该段的模板全部脱落后，集中运出集中堆放，木模的堆放高度不超过2M。楼层较高，支模采用双层排架时，先拆除上层排架，使木档和模板落在底层排架上，上层模板全部运出后再拆底层排架，有对拉螺栓的应先拆除穿墙螺杆，再拆除梁侧模和底模。(7)当立柱的水平拉杆超过 2层时，应首先拆除 2层以上的拉杆。当拆除最后一道水平拉杆时，应和拆除立柱同时进行。(8)当拆除 48m跨度的梁下立柱时，应先从跨中开始，对称地分别向两端拆除。拆除时，严禁采用连梁底板向旁侧拉倒的拆除方法。文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H622/33 三、监测监控1、监测措施(1)监测控制采用全站仪或经纬仪、水准仪对支撑体系进行监测，主要监测体系的水平、垂直位置是否有偏移。(2)监测点设置观测点可采取在临边位置的支撑基础面（梁或板）及柱、墙上埋设倒“L”形直径 12钢筋头。(3)监测措施混凝土浇筑过程中，派专人检查支架和支撑情况，发现下沉、松动、变形和水平位移情况的应及时上报现场管理人员，经有关管理人员解决。(4)仪器设备配置名称规格数量精度全站仪一台RXT232 1 2”，最大允许误差 20”自动安平水准仪2 千M 往返 3mm 激光垂直仪DZJ2 2 h/40000 对讲机3 检测板手1(5)监测说明班组每日进行安全检查，工程部进行安全周、月检查，模板工程日常检查重点部位：1)杆件的设置和连接，连墙件、支撑，剪刀撑等构件是否符合要求；2)连墙件是否松动；3)架体是否有不均匀沉降，垂直度偏差；4)施工过程中是否有超载现象；5)安全防护措施是否符合规范要求；6)支架与杆件是否有变形现象；(6)监测频率在浇筑混凝土过程中应实时监测，一般监测频率不宜超过2030分钟一次，在混凝土实凝前后及混凝土终凝前至混凝土7天龄期应实施实时监测，终凝后的监测频率为每文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H623/33 天一次。1)本工程立柱监测预警值为 10mm，立柱垂直偏差在 24mm以内；2)监测数据超过预警值时必须立即停止浇筑混凝土，疏散人员，由专业作业人员及时进行加固处理。四、应急预案1、目的提高整个工程组对事故的整体应急能力，确保意外发生的时候能有序的应急指挥，为有效、及时的抢救伤员，防止事故的扩大，减少经济损失，保护生态环境和资源，把事故降低到最小程度，制定本预案。2、应急领导小组及其职责应急领导小组由组长、副组长、成员等构成。(1)领导各单位应急小组的培训和演习工作，提高应变能力。(2)当发生突发事故时，负责救险的人员、器材、车辆、通信和组织指挥协调。(3)负责准备所需要的应急物资和应急设备。(4)及时到达现场进行指挥，控制事故的扩大，并迅速向上级报告。3、应急反应预案(1)事故报告程序事故发生后，作业人员、班组长、现场负责人、工程部安全主管领导应逐级上报，并联络报警，组织抢救。(2)事故报告事故发生后应逐级上报：一般为现场事故知情人员、作业队、班组安全员、施工单位专职安全员。发生重大事故时，应立即向上级领导汇报，并在1小时内向上级主管部门作出书面报告。(3)现场事故应急处理施工过程中可能发生的事故主要有：机具伤人、火灾事故、雷击触电事故、高温中暑、中毒窒息、高空坠落、落物伤人等事故。1)火灾事故应急处理：及时报警，组织扑救，集中力量控制火势。消灭飞火疏散物资减少损失控制火势蔓延。注意人身安全，积极抢救被困人员，配合消防人员扑灭大火。2)触电事故处理：立即切断电源或者用干燥的木棒、竹竿等绝缘工具把电线挑开。文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 ZP5P8O3D7H6文档编码:CB3U4J9E4T8 HE4M7Y9Y5N4 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