桥架支架计算表格_.xls

桥桥 架架 支支 架架 计计 算算 表表 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04d701-3-7778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+2 0)*2 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 10吊架kg/m 50508001001.588028020.617 100508001001.588038020.617 1001004002001.558048020.617 桥架宽度1501200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 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 10吊架比重 1001504002001.575020020.617 1005036.44002001.575020020.617 200504002001.565030020.617 20010033.94002001.570030020.617 2001504002001.575030020.617 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 10吊架比重 300100207002001.5100040020.617 3001509001001.5115040020.617 3002004002001.580040020.617 4001004002001.570050020.617 4001504002001.575050020.617 4002004002001.580050020.617 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 10吊架比重 5001006001001.580060020.617 5001506001001.585060020.617 5002006001001.590060020.617 5002506001001.595060020.617 6001509001001.5115070020.617 6002006001001.590070020.617 6003006001001.5100070020.617 8001509001001.5115090020.617 8003006001001.5100090020.617 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 12吊架比重 100015025001001.52750110020.888 10003006001001.51000110020.888 120015025001001.52750130020.888 12004006001001.51100130020.888 图纸确定取中间值d+e-20 (a+20+b+2 0)*2 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 10吊架kg/m 50506001001.568028020.617 100506001001.568038020.617 1001006001001.568048020.617 桥架宽度1501200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 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 10吊架比重 150100600100280025020.617 20050600100275030020.617 200100100100230030020.617 200150600100285030020.617 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 10吊架比重 300100175.81000220040020.617 300150200100245040020.617 300200600100290040020.617 400100100100230050020.617 400150100100235050020.617 400200600100290050020.617 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 10吊架比重 500100600100280060020.617 500150600100285060020.617 500200600100290060020.617 500250600100295060020.617 60015041.215001002175070020.617 600200600100290070020.617 6003006001002100070020.617 800150600100285090020.617 8003006001002100090020.617 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 12吊架比重 10001506001002850110020.888 100030060010021000110020.888 12001506001002850130020.888 120040060010021100130020.888 (g*i*j+h*k)/10 00 c/fn*p l30*3角铁比重支架单支重量kg支架个数 支架总重kg 1.3731.470360.000.00 1.3731.607660.000.00 1.3731.374760.000.00 (g*i*j+h*k)/10 00 c/fn*p l40*4角铁比重支架单支重量kg支架个数支架总重 2.4221.40990.000.00 2.4221.409924.2734.22 2.4221.52870.000.00 2.4221.590422.6035.94 2.4221.65210.000.00 l40*4角铁比重支架单支重量kg支架个数支架总重 2.4222.202813.3329.36 2.4222.38790.000.00 2.4221.9560.000.00 2.4222.07480.000.00 2.4222.13650.000.00 2.4222.19820.000.00 l50*5型钢比重支架单支重量kg支架个数支架总重 3.773.24920.000.00 3.773.31090.000.00 3.773.37260.000.00 3.773.43430.000.00 3.774.05810.000.00 3.773.74960.000.00 3.773.8730.000.00 3.774.81210.000.00 3.774.6270.000.00 l50*5型钢比重支架单支重量kg支架个数支架总重 3.779.0310.000.00 3.775.9230.000.00 3.779.7850.000.00 3.776.85460.000.00 65.3065.30 99.5299.52 当红蓝汇总量不同时 说明表格出现问题 (g*i*j+h*k)/10 00 c/fn*p l30*3角铁比重支架单支重量kg支架个数 支架总重kg 1.3731.223560.000.00 1.3731.360860.000.00 1.3731.498160.000.00 (g*i*j+h*k)/10 00 c/fn*p l40*4角铁比重支架单支重量kg支架个数支架总重 2.4221.59270.000.00 2.4221.65210.000.00 桥桥 架架 支支 架架 计计 算算 表表 桥架宽度100mm以下的吊架采用单杆吊架，按照图集04d701-3-7778页方案9；桥架间距按规范gb50303-2002第33页 图集确定 图集确定 图集确定 图集确定 2.4221.09680.000.00 2.4221.77550.000.00 l40*4角铁比重支架单支重量kg支架个数支架总重 2.4221.215687.90106.85 2.4221.52410.000.00 2.4222.07940.000.00 2.4221.58120.000.00 2.4221.64290.000.00 2.4222.32160.000.00 l50*5型钢比重支架单支重量kg支架个数支架总重 3.773.24920.000.00 3.773.31090.000.00 3.773.37260.000.00 3.773.43430.000.00 3.774.798520.6098.85 3.773.74960.000.00 3.773.8730.000.00 3.774.44190.000.00 3.774.6270.000.00 l50*5型钢比重支架单支重量kg支架个数支架总重 3.775.65660.000.00 3.775.9230.000.00 3.776.41060.000.00 3.776.85460.000.00 205.70205.70 205.70205.70 图纸确定暂取中间值d+e+ba+100 (d/2+e+b) *2+a+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支架间距单吊长度横梁长度防晃支架mm 吊杆个数 2.2501001002 2.2501001002 2.2501