经典桥架支架带计算式表

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,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

图纸确定,,,,,取中间值,D+E-20,(A+20+B+20)*2,(D/2+E+B)*2+A+100,图集确定,,,I/1000*L,(G*J*K+H*L)/1000,20M/个C/20,C/F,M*O+N*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,防晃支架mm,吊杆个数,φ10吊架KG/M,L30*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,支架总重KG

50,50,,600,100,2,680,280,1050,1,0.617,1.373,1.44165,0.804,0,0,0.00

100,50,,600,100,2,680,380,1100,1,0.617,1.373,1.5103,0.9413,0,0,0.00

100,100,10.5,600,100,2,680,480,1200,1,0.617,1.373,1.6476,1.0786,1,5,6.53

"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+B,A+100,(D/2+E+B)*2+A+100,图集确定,,,I/1000*L,(G*J*K+H*L)/1000,20M/个C/20,C/F,M*O+N*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,防晃支架mm,吊杆个数,φ10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,支架个数,支架总重

150,100,,600,100,2,800,250,1250,2,0.617,2.422,3.0275,1.5927,0,0,0.00

200,50,,600,100,2,750,300,1200,2,0.617,2.422,2.9064,1.6521,0,0,0.00

200,100,22,600,100,2,800,300,1300,2,0.617,2.422,3.1486,1.7138,1,11,22.32

200,150,,600,100,2,850,300,1400,2,0.617,2.422,3.3908,1.7755,0,0,0.00

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,防晃支架mm,吊杆个数,φ10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,支架个数,支架总重

300,100,5.9,600,100,2,800,400,1400,2,0.617,3.77,5.278,2.4952,0,3,8.92

300,150,88.8,600,100,2,850,400,1500,2,0.617,3.77,5.655,2.5569,4,44,138.63

300,200,,600,100,2,900,400,1600,2,0.617,3.77,6.032,2.6186,0,0,0.00

400,100,321.6,600,100,2,800,500,1500,2,0.617,3.77,5.655,2.8722,16,161,552.78

400,150,,600,100,2,850,500,1600,2,0.617,3.77,6.032,2.9339,0,0,0.00

400,200,6.5,600,100,2,900,500,1700,2,0.617,3.77,6.409,2.9956,0,3,11.82

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,φ10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,支架个数,支架总重

500,100,133.8,600,100,2,800,600,1600,2,0.617,3.77,6.032,3.2492,7,67,257.73

500,150,,600,100,2,850,600,1700,2,0.617,3.77,6.409,3.3109,0,0,0.00

500,200,69.6,600,100,2,900,600,1800,2,0.617,3.77,6.786,3.3726,3,35,140.98

500,250,33.5,600,100,2,950,600,1900,2,0.617,3.77,7.163,3.4343,2,17,69.52

600,100,305.7,600,100,2,800,700,1700,2,0.617,3.77,6.409,3.6262,15,153,652.23

600,200,,600,100,2,900,700,1900,2,0.617,3.77,7.163,3.7496,0,0,0.00

600,300,,600,100,2,1000,700,2100,2,0.617,3.77,7.917,3.873,0,0,0.00

800,100,23.9,600,100,2,800,900,1900,2,0.617,3.77,7.163,4.3802,1,12,60.90

800,300,,600,100,2,1000,900,2300,2,0.617,3.77,8.671,4.627,0,0,0.00

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,防晃支架mm,吊杆个数,φ12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,支架个数,支架总重

1000,150,327.5,600,100,2,850,1100,2200,2,0.888,5.438,11.9636,7.4914,16,164,1422.62

1000,300,,600,100,2,1000,1100,2500,2,0.888,5.438,13.595,7.7578,0,0,0.00

1200,150,155,600,100,2,850,1300,2400,2,0.888,5.438,13.0512,8.579,8,78,766.02

1200,100,10,600,100,2,800,1300,2300,2,0.888,5.438,12.5074,8.4902,1,5,48.70

,,,,,,,,,,