电缆桥架支架吊杆含量计算表

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81∟40*40*4/φ10 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81∟40*40*4/φ10 31501000.440.450.440.660.440.720.440.900.441.090.441.

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44

电缆桥架支架吊杆含量计算表

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.320.410.320.600.320.660.320.820.320.990.321.070.321.150.321.230.321.320.321.480.321.65∟40*40*4/φ10 21001000.320.410.320.600.320.660.320.820.320.990.321.070.321.150.321.230.321.320.321.480.321.65∟40*40*4/φ10 31501000.400.410.400.600.400.660.400.820.400.990.401.

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.320.410.320.600.320.660.320.820.320.990.321.070.321.150.321.230.321.320.321.480.321.65 21001000.320.410.320.600.320.660.320.820.320.990.321.070.321.150.321.230.321.320.321.480.321.65 31501000.400.410.400.600.400.660.400.820.400.990.401.070.401.150.401.230.40

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44

宽mm高mmmmmmm角钢型号 质量 （kg/ m) 通丝/角钢 型号 12002005001500∟50*50*53.77∟40*40*4 22002005001500∟50*50*53.77∟40*40*4 31000200127301500∟50*50*53.77∟40*40*4 46002002177301500∟50*50*53.77∟40*40*4 54002002127301500∟40*40*42.422∟40*40*4 6400150847301500∟40*40*42.422∟40*40*4 73001502627301500∟40*40*42.422∟40*40*4 8300100657301500∟40*40*42.422∟40*

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44

只需 填入 桥架 长度 、梁 高、 距梁 高 度， 其他 自动 计 算， 其他 已锁 定如 需更 改密 码123 桥架 宽度 取中间值d+e-20 (a+20+b+2 0)*2 桥架桥架桥架长度m结构梁高距梁高度支架间距单吊长度吊框长度吊杆个φ10吊架 50508001001.588028020.617 100508001001.588038020.617 1001004002001.558048020.617 桥架 宽度 暂取中间 值 d+e+ba+100 桥架桥架桥架长度m结构梁高距梁高度支架间距单吊长度横梁长度吊杆个φ10吊架比 1001504002001.575020020.617 200504002001.565030020.617 20010040020

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.320.410.320.600.320.660.320.820.320.990.321.070.321.150.321.230.321.320.321.480.321.65∟40*40*4/φ10 21001000.320.410.320.600.320.660.320.820.320.990.321.070.321.150.321.230.321.320.321.480.321.65∟40*40*4/φ10 31501000.400.410.400.600.400.660.400.820.400.990.401.

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81∟40*40*4/φ10 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81∟40*40*4/φ10 31501000.440.450.440.660.440.720.440.900.441.090.441.

只需填入桥架长度、梁高、距梁高度，其他自动计算，其他已锁定如需更改密码123 桥架宽度100mm以下的吊架采用单杆吊架，按照图集04d701-3-77~78页方案9；桥架间距按规范gb50303-2002第33页 取中间值d+e-20 (a+20+b+2 0)*2 桥架宽桥架高桥架长度m结构梁高mm距梁高度mm支架间距m单吊长度mm吊框长度mm吊杆个数φ10吊架kg/m 50508001001.588028020.617 100508001001.588038020.617 1001004002001.558048020.617 桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表， 暂取中间 值 d+e+ba+100 桥架宽桥架高桥架长度m结构梁高mm距梁高度mm支架间距单吊长度横梁长度

只需填入桥架长度、梁高、距梁高度，其他自动计算，其他已锁定如需更改密码123 桥架宽度100mm以下的吊架采用单杆吊架，按照图集04d701-3-77~78页方案9；桥架间距按规范gb50303-2002第33页 取中间值d+e-20 (a+20+b+2 0)*2 桥架宽桥架高桥架长度m结构梁高mm距梁高度mm支架间距m单吊长度mm吊框长度mm吊杆个数φ10吊架kg/m 50508001001.588028020.617 100508001001.588038020.617 1001004002001.558048020.617 桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表， 暂取中间 值 d+e+ba+100 桥架宽桥架高桥架长度m结构梁高mm距梁高度mm支架间距单吊长度横梁长度

中国大唐集团公司 基建工程施工作业指导书 （电缆桥架、支架安装） 中国大唐集团公司 2009年8月 施工作业指导书目录 1目的 2适用范围 3参考文件 4工程概况及工程量 4.1工程概况 4.2主要工程量 5作业前的条件和准备 5.1技术准备 5.2作业人员配置、资格和要求 5.3主要施工机械、作业工器具 5.4安全器具 5.5材料要求 5.6工序交接要求 5.7其它 6作业程序及方法 6.1主要施工步骤 6.2施工工艺流程图 6.3施工方法及要求 6.4成品保护措施及要求 7质量控制点及质量通病预防 版 次 7.1质量目标 7.2作业过程质量控制点的设置 7.3质量通病预防措施 7.4质量标准和要求 8作业的安全危害及环境因素辩识和控制 8.1作业安全危害因素辨识及控制对策表 8.2作业环境因素辨识及控制对策表 8.3作业的安全

电缆桥架支架和托臂

电缆桥架支架安装

电缆桥架支架计算方法

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81∟40*40*4/φ10 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81∟40*40*4/φ10 31501000.440.450.440.660.440.720.440.900.441.090.441.

支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆支架吊杆 1100500.360.450.360.360.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 21001000.360.450.360.660.360.720.360.900.361.090.361.180.361.270.361.360.361.450.361.630.361.81 31501000.440.450.440.660.440.720.440.900.441.090.441.180.441.270.441.360.44