桥架支架计算表格

只需填入桥架长度桥架宽度100mm以

图纸确定桥架宽桥架高桥架长度M50100100桥架宽度5050100100结构梁高mm600600600距梁高度mm100100100(D/2+E+取中间(A+20+BD+E-20B)*2+A+值+20)*2100支架间单吊长吊框长防晃支距M度mm度mm架mm268028010502268068038048011001200图纸确定桥架宽桥架高桥架长度M15020020020010050100150结构梁高mm600600600距梁高度mm100100100100距梁高度mm100100100100100100距梁高度mm100100100100100100(D/2+E+D+E+BA+100B)*2+A+100支架间单吊长横梁长防晃支距度度架mm28002501250暂取中间值2275080030030012001300600结构梁高桥架宽桥架高桥架长度Mmm30010060030030040040040015020010015020060060060060028503001400支架间单吊长横梁长防晃支距度度架mm2800400140022228509008008504004005005001500160015001600600结构梁高桥架宽桥架高桥架长度Mmm50010060050050050060060015020025010020060060060060060029005001700支架间单吊长横梁长防晃支距度度架mm280060016002222285090095080090060060060070070017001800190017001900600800800300100300600600100100100距梁高度mm10010010010022100080070090021001900600结构梁高桥架宽桥架高桥架长度Mmm1000150600100012001200300150100600600600210009002300支架间单吊长横梁长防晃支距度度架mm2850110022002221000850800110013001300250024002300 计 算 表

(G*J*K+I/1000*20M/个图集确定C/FH*L)/10LC/2000吊杆个φ10吊L30*3角防晃单支架单防晃支架个支架个数架KG/M铁比重支重量支重量数数10.6171.3731.441650.804550110.6170.6171.3731.3731.51030.94131.761.07860000M*O+N*P支架总重KG47.410.000.00(G*J*K+I/1000*20M/个图集确定C/FH*L)/10LC/2000吊杆个φ10吊L40*4角防晃单支架单防晃支架个支架个数架比重铁比重支重量支重量数数20.6172.4223.02751.592700220.6170.6172.4222.4222.901.65213.14861.71383.3908防晃单支重量5.2785.6556.0325.6556.0326.409防晃单支重量6.0326.4096.7867.1636.4097.1630000M*O+N*P支架总重0.000.000.000.00支架总重0.000.000.000.000.000.00支架总重0.000.000.000.000.000.0020.6172.422吊杆个φ10吊L50*5型数架比重钢比重20.6173.7722220.6170.6170.6170.6173.773.773.773.771.775500支架单防晃支架个支架个支重量数数2.4952002.55692.61862.87222.93390000000020.6173.77吊杆个φ10吊L50*5型数架比重钢比重20.6173.77222220.6170.6170.6170.6170.6173.773.773.773.773.772.995600支架单防晃支架个支架个支重量数数3.2492003.31093.37263.43433.62623.74960000000000220.6170.6173.773.777.9177.1633.8734.380200000.000.000.00支架总重0.000.000.000.0047.4147.4120.6173.778.6714.62700吊杆个φ12吊[5型钢防晃单支架单防晃支架个支架个数架比重比重支重量支重量数数20.8885.43811.96367.4914002220.8880.8880.8885.43813.5957.7578000汇总KG汇总校验KG0005.43813.05128.5795.43812.50748.4902当红蓝汇总量不同时 说明表格出现问题