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+20)*2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mm505010001002108028010050100010021080380100100100010021080480桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表，暂取中间图纸确定D+E+BA+100值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15010010001002120025020050100010021150300200100100010021200300200150100010021250300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30010010001002120040030015080010021050400300200100030021500400400100100010021200500400150100010021250500400200100030021500500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500100100010021200600500150100010021250600500200100010021300600500250100010021350600600150100010021250700600200100030021500700600300100010021400700800200100030021500900800300100010021400900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10002001000100213001100100030010001002140011001200300100010021400130012004001000100215001300图纸确定取中间值D+E-20 架 支 架 计 算 表

规范GB50303-2002第33页

(D/2+E+B)(G*J*K+H*L)/1020M/个图集确定I/1000*LC/F*2+A+10000C/20防晃支架mm吊杆个数φ10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145010.6171.3731.990851.050800.00150010.6171.3732.05951.188100.00160010.6171.3732.19681.325400.00(D/2+E+B)*2+A+100防晃支架mm吊杆个数φ16502160021700218002防晃支架mm吊杆个数φ180021700224002190022000225002防晃支架mm吊杆个数φ200022100222002230022200227002250022900227002防晃支架mm吊杆个数φ27002290023100233002(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0.6172.4223.99632.086300.6172.4223.87522.145700.6172.4224.11742.207400.6172.4224.35962.2691010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0.6173.776.7862.988800.6173.776.4092.803700.6173.779.0483.35900.6173.777.1633.365800.6173.777.543.427500.6173.779.4253.736010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0.6173.777.543.742800.6173.777.9173.804500.6173.778.2943.866200.6173.778.6713.927900.6173.778.2944.181500.6173.7710.1794.4900.6173.779.4254.366600.6173.7710.9335.24400.6173.7710.1795.1206012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0.8885.43814.68268.290600.8885.43815.77028.468200.8885.43816.85789.555800.8885.43817.94549.73340图集确定I/1000*LC/F支架个数0.000.000.000.00支架个数0.000.000.000.000.000.00支架个数0.000.000.000.000.000.000.000.000.00支架个数0.000.000.000.00汇总KG汇总校验KG0.000.00当红蓝汇总量不同时 说明表格出现问

M*O+N*P支架总重KG0.000.000.00M*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0.000.000.000.000.000.000.000.000.00支架总重0.000.000.000.000.000.00出现问题