桥架支架计算表.xlsx

50508001001.588028020.6171.3731.470360.000.00100508001001.588038020.6171.3731.607660.000.001001004002001.558048020.6171.3731.374760.000.00桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表，图纸确定暂取中间值D+E+BA+100图集确定(G*I*J+H*K)/1000C/FN*P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吊杆个数φ10吊架比重L40*4角铁比重支架单支重量KG支架个数支架总重1001504002001.575020020.6172.4221.40990.000.00200504002001.565030020.6172.4221.52870.000.002001004002001.570030020.6172.4221.59040.000.002001504002001.575030020.6172.4221.65210.000.00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吊杆个数φ10吊架比重L40*4角铁比重支架单支重量KG支架个数支架总重300100207002001.5100040020.6172.4222.202813.3329.373001509001001.5115040020.6172.4222.38790.000.003002004002001.580040020.6172.4221.9560.000.004001004002001.570050020.6172.4222.07480.000.004001504002001.575050020.6172.4222.13650.000.004002004002001.580050020.6172.4222.19820.000.00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吊杆个数φ10吊架比重L50*5型钢比重支架单支重量KG支架个数支架总重5001006001001.580060020.6173.773.24920.000.005001506001001.585060020.6173.773.31090.000.005002006001001.590060020.6173.773.37260.000.005002506001001.595060020.6173.773.43430.000.006001509001001.5115070020.6173.774.05810.000.006002006001001.590070020.6173.773.74960.000.006003006001001.5100070020.6173.773.8730.000.008001509001001.5115090020.6173.774.81210.000.008003006001001.5100090020.6173.774.6270.000.00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吊杆个数φ12吊架比重L50*5型钢比重支架单支重量KG支架个数支架总重桥 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9；桥架间距按规范GB50303-2002第33页图纸确定取中间值D+E-20(A+20+B+20)*2图集确定(G*I*J+H*K)/1000C/FN*P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/ML30*3角铁比重支架单支重量KG支架个数支架总重KG