桥架支架计算表

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1；桥架间距按规范GB50303-2002第33页(A+20+B+2(D/2+E+B)0)*2*2+A+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M单吊长度mm吊框长度mm防晃支架mm吊杆个数50506001002680280105011005060010026803801100110010010600100268048012001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(D/2+E+B)图纸确定D+E+BA+100值*2+A+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防晃支架mm吊杆个数1501006001002800250125022005060010027503001200220010010600100280030013002200150600100285030014002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防晃支架mm吊杆个数300100600100280040014002300150600100285040015002300200600100290040016002400100600100280050015002400150600100285050016002400200600100290050017002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防晃支架mm吊杆个数50010060010028006001600250015060010028506001700250020060010029006001800250025060010029506001900260015060010028507001800260020060010029007001900260030060010021000700210028002006001002900900210028003006001002100090023002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防晃支架mm吊杆个数10002006001002900110023002100030060010021000110025002120030060010021000130027002120040060010021100130029002图纸确定取中间值D+E-20架 计 算 表

规范GB50303-2002第33页

(G*J*K+H*L)/1020M/个C/FM*O+N*P00C/20φ10吊架KG/ML30*3角铁比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重KG0.6171.3731.441650.80400.000.000.6171.3731.51030.941300.000.000.6171.3731.761.07860.55.006.22图集确定I/1000*L(G*J*K+H*L)/1020M/个00C/2010吊架比重L40*4角铁比重防晃单支重量KG支架单支重量KG防晃支架个数0.6172.4223.02751.592700.6172.4222.901.652100.6172.4223.14861.71380.50.6172.4223.39081.7755010吊架比重L50*5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数0.6173.775.2782.495200.6173.775.6552.556900.6173.776.0322.618600.6173.775.6552.872200.6173.776.0322.933900.6173.776.4092.9956010吊架比重L50*5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数0.6173.776.0323.249200.6173.776.4093.310900.6173.776.7863.372600.6173.777.1633.434300.6173.776.7863.687900.6173.777.1633.749600.6173.777.9173.87300.6173.777.9174.503600.6173.778.6714.627012吊架比重[5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数0.8885.43812.50747.580200.8885.43813.5957.757800.8885.43814.68268.8400.8885.43815.77029.0230图集确定I/1000*LC/F支架个数0.000.005.000.00支架个数0.000.000.000.000.000.00支架个数0.000.000.000.000.000.000.000.000.00支架个数0.000.000.000.00M*O+N*P支架总重0.000.0010.140.00支架总重0.000.000.000.000.000.00支架总重0.000.000.000.000.000.000.000.000.00支架总重0.000.000.000.00φφφφ汇总KG汇总校验KG16.3616.36当红蓝汇总量不同时 说明表格出现问题