2#竖井龙门架安装方案.pdf

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1、东莞至惠州城际轨道GZH-7标GDK39+800竖井固定提升架安装方案编制：审核：审批：中铁三局集团莞惠城际轨道GZH-7标二零一一年三月十八日目录第一章工程简况 .-3-第二章提升架简介.-3-1、结构组成.-3-2、提升架提升能力要求.-3-第三章 提升架安装施工.-3-1、提升架施工流程.-3-2、施工方法及注意事项.-4-21提升架加工过程.-4-22提升架安装过程.-5-3、质量要求.-8-31加工 .-8-32安装 .-8-4、施工进度安排.-8-41加工 .-8-42安装 .-8-43进度安排 .-8-5、人员配备、机械配备情况，材料计划及部门配合.-8-51加工过程 .-8-5

2、2安装过程 .-9-6、提升架安装地安全注意事项.-10-第四章提升架横梁、纵梁结构计算.-10-1、提升架结构.-10-2、提升系统计算.-11-21轨道梁验算 .-11-2.2主梁验算 .-11-第五章起重门吊施工安全技术措施.-15-5.1电气安装 .-17-5.2安装后地检查 .-17-5.3整机调试 .-17-5.4起重机地试运转.-17-5.5整理 .-17-5.6申报验收 .-17-文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10

3、HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 Z

4、P8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编

5、码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A1

6、0 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3

7、 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文

8、档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2

9、A10 HT1Y3E8C1M3 ZP8S5N9B1B8文档编码:CQ3T4C6Y2A10 HT1Y3E8C1M3 ZP8S5N9B1B8第六章应急事态地排险和救助要求.-18-6.1安全排险救助地含义和基本原则.-18-6.2安全排险救助工作地基本要求.-19-6.3急救工作 .-20-第一章工程简况珠三角城际轨道莞惠城际轻轨中铁三局施工里程GDK39+800 施工竖井位于东莞市文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R

10、7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E

11、1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3

12、N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R

13、1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I

14、8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7

15、Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A

16、3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1大朗镇朗常路路侧，现只要为交通要道，竖井主要采用钻孔桩围护结构.横通道中心里程右线 GDK39+800.00、左线 GDZK39+808.00,起始右边竖井内，由右线向左线开挖，横通道拱顶埋深约12m，本段只要采用浅埋暗挖法及喷锚构筑法设计和施工.第二章提升架简介1、结构组成根据本工程地施工出渣和材料提升需要，在竖井口安装固定提升井架作为施工提升系统.依据施工高峰期渣仓地存渣量和进出渣料口地尺寸，提升架地外缘尺寸为24m*13.85m*12m，渣仓地尺寸为9.3*11.45*2

17、m.提升架地基础采用预埋带支腿地钢板基础，竖井锁口上预埋钢板与锁口圈一起浇注.提升架立柱与预埋钢板通过法兰盘采用高强度螺栓连接；边纵梁与立柱采用螺栓连接，横梁搭在边纵梁上,且用电焊焊接牢固.大梁与横梁采用焊接连接，具体尺寸见附图.为使雨季施工不受影响和对外宣传需要，在提升架顶部设置雨棚.序号部件、附属设施名称材料型号规格尺寸数量1 立柱325 螺旋钢管10m 12 2 大梁I40b 工字钢24m 2 3 横梁I45b 工字钢14m 2 4 横梁(双拼）I45b 工字钢14m 3 5 边纵梁I32a 工字钢22m 2 6 渣仓10mm 钢板9.3*11.45*2 1 7 剪刀撑I18 槽钢12*

18、12 20 2、提升架提升能力要求该提升架承担中铁三局集团莞惠城际轨道GZH-7标 2 号竖井暗挖区间隧道地出渣及进料任务.竖井提升主要为渣土、二衬模板及初支格栅拱架等，最大地提升重量不超过 10t.根据洞口地尺寸和出渣速度要求，配备3 台 10t 电动葫芦作为提升工具；第三章 提升架安装施工1、提升架施工流程表 2-01 提升架主要构件及附属设施预埋件地安装以及施工场地地平整清理安装施工地材料与机具地准备提升架立柱地吊装与螺栓地安装立柱地调整与螺栓紧固文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 Z

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21、6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7

22、 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1

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24、5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1

25、R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E12、施工方法及注意事项21 提升架加工过程（1）加工场地及要求：由于施工现场布置加工场地，拟在施工现场对提升架杆件进行加工.要求施工现场平整，宽敞（2）提升架立柱下料尺寸见附表，对原才用气割将多余地部分去除，并在两头打焊接坡口，将顶部钢板和底部法兰盘中对中焊接上.支腿焊接要求也如此（3）大梁采用一次吊装，注意机械吊装时地操作安全.对接钢板采用16 m m 钢板，具体样式现场确定，但钢板长度不得小于45c

26、m长（4）大梁采用对接焊而成（5）所有材料加工完毕后进行除锈和底漆喷涂一遍处理，颜色为红丹22 提升架安装过程（1）提升架主体结构安装：a 先将地面上地提升架支腿挖坑埋设（竖井锁口圈地钢板预埋与钢筋一起浇筑）.两边两条纵梁地吊装与固定横梁地吊装与固定电动葫芦安装于大梁上大梁地吊装与固定渣仓地加固杆件预埋坑施工渣仓地安装与加固提升架剪刀撑安装提升架地加固焊接提升架操作平台地楼梯安装提升架操作平台地安装修理平台地安装电动葫芦地布线完毕提升架地加焊与自我检查电动葫芦地试运行与提升架地验收图 01 提升架施工流程图文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编

27、码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6

28、 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7

29、ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文

30、档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5

31、N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R

32、7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E

33、1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1双拼 4040双拼 埋设完毕后进行测量找平，等到基坑混凝土达到强度要求后再进行提升架立柱地吊装，提升门架立柱是通过立柱与支腿上地法兰盘用精制高强度螺栓连接而成，紧固螺栓要求对称、反向逐步紧固到位，螺栓一定要上普通垫片和弹簧垫片.立柱安装前，在立柱与法兰盘之间加焊加强钢板.提升架立柱安装过程中，通过垫块来调整其垂直度b 立柱安装完毕，进行两边纵梁地吊装

34、，纵梁与立柱是通过焊接连接，同样安装纵梁要保证纵梁与立柱垂直并居中c 两边纵梁安装完毕后，安装横压梁，方法与纵梁一样.同时进行电动葫芦定，电动葫芦通过在其两侧轨道焊接阻挡块和用铁丝捆扎来将其.定位尽量靠中间d 此时再进行大梁地逐步安装，大梁由于跨度大，大梁吊装一定要平稳，指挥人员与起吊司机要协调一致，由于大梁地间距要求严格，再大梁吊装前再横梁上事先进行绑绳定位，以利于操作.大梁吊装前应放在提升架内.大梁放稳后应先焊压梁处，再焊两头（2）提升架地加固提升架纵向进行剪刀式加强支撑（渣仓口应在上部安设剪刀支撑），主要是为加强提升架整体稳固性，支撑选用18 槽钢，长度见图纸.剪刀支撑与钢管立柱焊接连接

35、，简图如下：提升架平面图404045b双拼立柱厚钢管立柱221133双拼45b双拼文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N

36、5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1

37、R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8

38、E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y

39、3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3

40、R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10

41、I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1立柱厚钢管立柱4040双拼45b双拼 45b1-1 剖面2-2 剖面文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6

42、 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7

43、ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文

44、档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5

45、N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R

46、7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E

47、1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3

48、N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1大样图大样图大样图缀板40040020贴角焊HF 6mm贴角焊HF 6mm缀板4004001011425mm 圆钢预埋件贴角焊HF 6mm柱靴每柱4个立柱缀板大样图U 型22螺栓工字钢 I40b缀板54054020贴角焊HF 6mm22螺栓U 型22螺栓大样图立柱双拼双拼 柱靴示意图25mm 圆钢预埋件1-1剖面图3-3 剖面节点大样图3、质量要求文档编码:CW3O7Y3N5

49、N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R

50、7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E1文档编码:CW3O7Y3N5N6 HN8S7A3R1R7 ZK3O2X10I8E