桥架支架简单计算表

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(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φ50508002001.59802802100508002001.598038021001008002001.59804802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φ1001508002001.511502002200508002001.5105030022001008002001.5110030022001508002001.511503002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φ3001008002001.5110040023001508002001.5115040023002008002001.5120040024001008002001.5110050024001508002001.5115050024002008001001.511005002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φ5001008001001.5100060025001508001001.5105060025002008001001.5110060025002508001001.5115060026001508001001.5105070026002008001001.5110070026003008001001.5120070028001508001001.5105090028003008001001.512009002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φ10001508001001.510501100210003008001001.512001100212001508001001.510501300212004008001001.5130013002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图纸确定取中间值D+E+BA+100图集确定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/M50508002001.5105015020.617100508002001.5105020020.6171001008002001.5110020020.617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15010051.2838002002110025020.617200508002002105030020.6172001008002002110030020.61720015080020021150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300100800200211003001508002002115030020080020021200400100800200211004001508002002115040020080020021200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500100800100210005001508001002105050020080010021100500250800100211506001508001002105060020080010021100600300800100212008001508001002105080030080010021200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10001508001002105010003008001002120012001508001002105012004008001002130030020.617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KG1.3731.593760.000.001.3731.731060.000.001.3731.868360.000.00(G*I*J+H*K)/1000L40*4角铁比重支架单支重量KG2.4221.90352.4222.02232.4222.0842.4222.1457L40*4角铁比重支架单支重量KG2.4222.32622.4222.38792.4222.44962.4222.56842.4222.63012.4222.5684L50*5型钢比重支架单支重量KG3.773.4963.773.55773.773.61943.773.68113.773.93473.773.99643.774.11983.774.68873.774.8738L50*5型钢比重支架单支重量KG3.776.01183.776.27823.776.76583.777.2098确定C/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0.000.000.000.00N*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KG1.3731.501650.000.001.3731.57030.000.001.3731.6320.000.00(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2.4221.962925.6450.332.4222.02230.000.002.4222.0840.000.00确定2.4222.14570.000.00L40*4角铁比重支架单支重量KG支架个数支架总重2.4222.32620.000.002.4222.38790.000.002.4222.44960.000.002.4222.56840.000.002.4222.63010.000.002.4222.69180.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.773.4960.000.003.773.55770.000.003.773.61940.000.003.773.68110.000.003.773.93470.000.003.773.99640.000.003.774.11980.000.003.774.68870.000.003.774.87380.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.776.01180.000.003.776.27820.000.003.776.76580.000.003.777.20980.000.0050.3350.33