橋架支吊架計算表

橋架支架計算表,,,,,,,,,,,,,,,,

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只需填入橋架長度、梁高、距梁高度，其他自動計算，其他已鎖定如需更改密碼123,,,,,,,,,,,,,,,,

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橋架寬度100mm以下的吊架采用單桿吊架，按照圖集04D701-3-77~78頁方案1；橋架間距按規(guī)范GB50303-2002第33頁,,,,,,,,,,,,,,,,

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圖紙確定,,,,,取中間值,D+E-20,(A+20+B+20)*2,(D/2+E+B)*2+A+100,圖集確定,,,I/1000*L,(G*J*K+H*L)/1000,20M/個C/20,C/F,M*O+N*P

橋架寬,橋架高,橋架長度M,結(jié)構(gòu)梁高mm,距梁高度mm,支架間距M,單吊長度mm,吊框長度mm,防晃支架mm,吊桿個數(shù),φ10吊架KG/M,L30*3角鐵比重,防晃單支重量KG,支架單支重量KG,防晃支架個數(shù),支架個數(shù),支架總重KG

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

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

100,100,,600,100,2,680,480,1200,1,0.617,1.373,1.6476,1.0786,0,0.00,0.00

"橋架寬度150~1200采用圓鋼門架支架,門架橫擔(dān)型鋼詳下表，",,,,,,,,,,,,,,,,

圖紙確定,,,,,暫取中間值,D+E+B,A+100,(D/2+E+B)*2+A+100,圖集確定,,,I/1000*L,(G*J*K+H*L)/1000,20M/個C/20,C/F,M*O+N*P

橋架寬,橋架高,橋架長度M,結(jié)構(gòu)梁高mm,距梁高度mm,支架間距,單吊長度,橫梁長度,防晃支架mm,吊桿個數(shù),φ10吊架比重,L40*4角鐵比重,防晃單支重量KG,支架單支重量KG,防晃支架個數(shù),支架個數(shù),支架總重

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

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

200,100,,600,100,2,800,300,1300,2,0.617,2.422,3.1486,1.7138,0,0.00,0.00

200,150,,600,150,2,900,300,1500,2,0.617,2.422,3.633,1.8372,0,0.00,0.00

橋架寬,橋架高,橋架長度M,結(jié)構(gòu)梁高mm,距梁高度mm,支架間距,單吊長度,橫梁長度,防晃支架mm,吊桿個數(shù),φ10吊架比重,L50*5型鋼比重,防晃單支重量KG,支架單支重量KG,防晃支架個數(shù),支架個數(shù),支架總重

300,100,,600,100,2,800,400,1400,2,0.617,3.77,5.278,2.4952,0,0.00,0.00

300,150,,600,150,2,900,400,1600,2,0.617,3.77,6.032,2.6186,0,0.00,0.00

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

400,100,,600,100,2,800,500,1500,2,0.617,3.77,5.655,2.8722,0,0.00,0.00

400,150,,500,0,2,650,500,1300,2,0.617,3.77,4.901,2.6871,0,0.00,0.00

400,200,53.8,500,0,2,700,500,1400,2,0.617,3.77,5.278,2.7488,2.69,26.90,88.14

橋架寬,橋架高,橋架長度M,結(jié)構(gòu)梁高mm,距梁高度mm,支架間距,單吊長度,橫梁長度,防晃支架mm,吊桿個數(shù),φ10吊架比重,L50*5型鋼比重,防晃單支重量KG,支架單支重量KG,防晃支架個數(shù),支架個數(shù),支架總重

500,100,,600,100,2,800,600,1600,2,0.617,3.77,6.032,3.2492,0,0.00,0.00

500,150,,600,150,2,900,600,1800,2,0.617,3.77,6.786,3.3726,0,0.00,0.00

500,200,,600,100,2,900,600,1800,2,0.617,3.77,6.786,3.3726,0,0.00,0.00

500,250,,600,100,2,950,600,1900,2,0.617,3.77,7.163,3.4343,0,0.00,0.00

600,150,,600,150,2,900,700,1900,2,0.617,3.77,7.163,3.7496,0,0.00,0.00

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

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

800,200,,600,100,2,900,900,2100,2,0.617,3.77,7.917,4.5036,0,0.00,0.00

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

橋架寬,橋架高,橋架長度M,結(jié)構(gòu)梁高mm,距梁高度mm,支架間距,單吊長度,橫梁長度,防晃支架mm,吊桿個數(shù),φ12吊架比重,[5型鋼比重,防晃單支重量KG,支架單支重量KG,防晃支架個數(shù),支架個數(shù),支架總重

1000,200,,600,100,2,900,1100,2300,2,0.888,5.438,12.5074,7.5802,0,0.00,0.00

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

1200,300,,600,100,2,1000,1300,2700,2,0.888,5.438,14.6826,8.8454,0,0.00,0.00

1200,400,,600,100,2,1100,1300,2900,2,0.888,5.438,15.7702,9.023,0,0.00,0.00

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