[经典]桥架支架带计算式表

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桥架间距按规范GB50303-2002第33页取中间值D+E-20(A+20+B+20)*2(D/2+E+B)*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505060010026802801050210050600100268038011002100100600100268048012002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(D/2+E+B)*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15010060010028002501250220050600100275030012002200100600100280030013002200150600100285030014002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500100600100280060016002500150600100285060017002500200600100290060018002500250600100295060019002600100600100280070017002600200600100290070019002桥架支架计算表图纸确定图集确定图纸确定图集确定60030060010021000700210028001006001002800900190028003006001002100090023002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100015060010028501100220021000300600100210001100250021200150600100285013002400212001006001002800130023002I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*Pφ10吊架KG/ML30*3角铁比重防晃单支重量支架单支重量防晃支架个数支架个数支架总重KG0.6171.3731.441651.22356000.000.6171.3731.51031.36086000.000.6171.3731.64761.49816000.00I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*Pφ10吊架比重L40*4角铁比重防晃单支重量支架单支重量防晃支架个数支架个数支架总重0.6172.4223.02751.5927000.000.6172.4222.90641.6521000.000.6172.4223.14861.7138000.000.6172.4223.39081.7755000.00φ10吊架比重L50*5型钢比重防晃单支重量支架单支重量防晃支架个数支架个数支架总重0.6173.775.2782.4952000.000.6173.775.6552.5569000.000.6173.776.0322.6186000.000.6173.775.6552.8722000.000.6173.776.0322.9339000.000.6173.776.4092.9956000.00φ10吊架比重L50*5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.6173.776.0323.2492000.000.6173.776.4093.3109000.000.6173.776.7863.3726000.000.6173.777.1633.4343000.000.6173.776.4093.6262000.000.6173.777.1633.7496000.00桥架支架计算表图集确定图集确定0.6173.777.9173.873000.000.6173.777.1634.3802000.000.6173.778.6714.627000.00φ12吊架比重[5型钢比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.8885.43811.96367.4914000.000.8885.43813.5957.7578000.000.8885.43813.05128.579000.000.8885.43812.50748.4902000.000.00汇总校验KG当红蓝汇总量不同时说明表格出现问题0.00汇总KG暂取中间值D+E+BA+100(D/2+E+B)*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2.25010010022.25010010022.2501001002图纸确定图集确定I/1000*L(G*J*K+H*L)/100020M/个C/20C/FM*O+N*Pφ10吊架比重L30*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0.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.00图集确定合计0.00