桥架支架计算表 测算

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(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mm吊杆个数φ50508001001.58802802100508001001.588038021001004002001.55804802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吊杆个数φ1001504002001.57502002200504002001.565030022001004002001.570030022001504002001.57503002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φ3001006037002001.5100040023001509001001.5115040023002004002001.580040024001004002001.570050024001504002001.575050024002004002001.58005002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φ5001006001001.580060025001506001001.585060025002006001001.590060025002506001001.595060026001509001001.5115070026002006001001.590070026003006001001.5100070028001509001001.5115090028003006001001.510009002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φ100015025001001.527501100210003006001001.5100011002120015025001001.527501300212004006001001.5110013002图纸确定取中间值D+E-20图集确定10吊架KG/M0.6170.6170.617图集确定10吊架比重0.6170.6170.6170.61710吊架比重0.6170.6170.6170.6170.6170.61710吊架比重0.6170.6170.6170.6170.6170.6170.6170.6170.61712吊架比重0.8880.8880.8880.888(A+20+B+2图集确定0)*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mm吊杆个数φ10吊架KG/M50506001001.568028020.617100506001001.568038020.6171001006001001.568048020.617桥架宽度150~1200采用圆钢门架支架,门架横担型钢详下表，暂取中间图纸确定图集确定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吊杆个数φ10吊架比重150100600100280025020.61720050600100275030020.617200100100100230030020.617图纸确定取中间值D+E-202001506001002850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3001001000220030015020010024503002006001002900400100100100230040015010010023504002006001002900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5001006001002800500150600100285050020060010029005002506001002950600150150010021750600200600100290060030060010021000800150600100285080030060010021000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100015060010028501000300600100210001200150600100285012004006001002110030020.617横梁长度吊杆个数φ10吊架比重40020.61740020.61740020.61750020.61750020.61750020.617横梁长度吊杆个数φ10吊架比重60020.61760020.61760020.61760020.61770020.61770020.61770020.61790020.61790020.617横梁长度吊杆个数φ12吊架比重110020.888110020.888130020.888130020.888范GB50303-2002第33页

确定(G*I*J+H*K)/10C/FN*P00L30*3角铁比重支架单支重量KG支架个数支架总重KG1.3731.470360.000.001.3731.607660.000.001.3731.374760.000.00(G*I*J+H*K)/1000L40*4角铁比重支架单支重量KG2.4221.40992.4221.52872.4221.59042.4221.6521L40*4角铁比重支架单支重量KG2.4222.20282.4222.38792.4221.9562.4222.07482.4222.13652.4222.1982L50*5型钢比重支架单支重量KG3.773.24923.773.31093.773.37263.773.43433.774.05813.773.74963.773.8733.774.81213.774.627L50*5型钢比重支架单支重量KG3.779.0313.775.9233.779.7853.776.8546确定C/F支架个数0.000.000.000.00支架个数402.000.000.000.000.000.00支架个数0.000.000.000.000.000.000.000.000.00支架个数0.000.000.000.00N*P支架总重0.000.000.000.00支架总重885.530.000.000.000.000.00支架总重0.000.000.000.000.000.000.000.000.00支架总重0.000.000.000.00885.53885.53当红蓝汇总量不同时 说明表格出现问

题

确定(G*I*J+H*K)/10C/FN*P00L30*3角铁比重支架单支重量KG支架个数支架总重KG1.3731.223560.000.001.3731.360860.000.001.3731.498160.000.00(G*I*J+H*K)/10C/FN*P00L40*4角铁比重支架单支重量KG支架个数支架总重2.4221.59270.000.002.4221.65210.000.002.4221.09680.000.00确定2.4221.77550.000.00L40*4角铁比重支架单支重量KG支架个数支架总重2.4221.21560.000.002.4221.52410.000.002.4222.07940.000.002.4221.58120.000.002.4221.64290.000.002.4222.32160.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.773.24920.000.003.773.31090.000.003.773.37260.000.003.773.43430.000.003.774.79850.000.003.773.74960.000.003.773.8730.000.003.774.44190.000.003.774.6270.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.775.65660.000.003.775.9230.000.003.776.41060.000.003.776.85460.000.000.000.00