桥 架 支 架 计
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505060010026802801050110050600100268038011001100100600100268048012001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15010060010028002501250220050600100275030012002200100600100280030013002200150600150290030015002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300100600100280040014002300150600150290040016002300200600100290040016002400100600100280050015002400150500026505001300240020053.85000270050014002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50010060010028006001600250015060015029006001800250020060010029006001800250025060010029506001900260015060015029007001900260020060010029007001900260030060010021000700210028002006001002900900210028003006001002100090023002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KG0.6171.3731.441650.80400.000.000.6171.3731.51030.941300.000.000.6171.3731.761.078600.000.00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0.6172.4223.02751.592700.6172.4222.901.652100.6172.4223.14861.713800.6172.4223.6331.8372010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0.6173.775.2782.495200.6173.776.0322.618600.6173.776.0322.618600.6173.775.6552.872200.6173.774.9012.687100.6173.775.2782.74882.6910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0.6173.776.0323.249200.6173.776.7863.372600.6173.776.7863.372600.6173.777.1633.434300.6173.777.1633.749600.6173.777.1633.749600.6173.777.9173.87300.6173.777.9174.503600.6173.778.6714.627012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0.8885.43812.50747.580200.8885.43813.5957.757800.8885.43814.68268.845400.8885.43815.77029.0230图集确定I/1000*LC/F支架个数0.000.000.000.00支架个数0.000.000.000.000.0026.90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0.000.000.000.00支架总重0.000.000.000.000.0088.14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KG88.1488.14当红蓝汇总量不同时 说明表格出现问题
