橋架支架計算表

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9；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,圖集確定,,,(G*I*J+H*K)/1000,C/F,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,吊桿個數(shù),φ10吊架KG/M,L30*3角鐵比重,支架單支重量KG,支架個數(shù),支架總重KG

50,50,,800,100,1.5,880,280,2,0.617,1.373,1.47036,0.00,0.00

100,50,,800,100,1.5,880,380,2,0.617,1.373,1.60766,0.00,0.00

100,100,,400,600,1.5,980,480,2,0.617,1.373,1.86836,0.00,0.00

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

圖紙確定,,,,,暫取中間值,D+E+B,A+100,圖集確定,,,(G*I*J+H*K)/1000,C/F,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,吊桿個數(shù),φ10吊架比重,L40*4角鐵比重,支架單支重量KG,支架個數(shù),支架總重

100,150,,400,200,1.5,750,200,2,0.617,2.422,1.4099,0.00,0.00

200,50,,400,200,1.5,650,300,2,0.617,2.422,1.5287,0.00,0.00

200,100,,400,600,1.5,1100,300,2,0.617,2.422,2.084,0.00,0.00

200,150,,400,200,1.5,750,300,2,0.617,2.422,1.6521,0.00,0.00

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,吊桿個數(shù),φ10吊架比重,L40*4角鐵比重,支架單支重量KG,支架個數(shù),支架總重

300,100,,400,600,1.5,1100,400,2,0.617,2.422,2.3262,0.00,0.00

300,150,,900,100,1.5,1150,400,2,0.617,2.422,2.3879,0.00,0.00

300,200,,400,200,1.5,800,400,2,0.617,2.422,1.956,0.00,0.00

400,100,,400,600,1.5,1100,500,2,0.617,2.422,2.5684,0.00,0.00

400,150,,400,200,1.5,750,500,2,0.617,2.422,2.1365,0.00,0.00

400,200,,400,200,1.5,800,500,2,0.617,2.422,2.1982,0.00,0.00

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,吊桿個數(shù),φ10吊架比重,L50*5型鋼比重,支架單支重量KG,支架個數(shù),支架總重

500,100,,600,100,1.5,800,600,2,0.617,3.77,3.2492,0.00,0.00

500,150,,600,100,1.5,850,600,2,0.617,3.77,3.3109,0.00,0.00

500,200,,600,100,1.5,900,600,2,0.617,3.77,3.3726,0.00,0.00

500,250,,600,100,1.5,950,600,2,0.617,3.77,3.4343,0.00,0.00

600,150,,900,100,1.5,1150,700,2,0.617,3.77,4.0581,0.00,0.00

600,200,,600,100,1.5,900,700,2,0.617,3.77,3.7496,0.00,0.00

600,300,,600,100,1.5,1000,700,2,0.617,3.77,3.873,0.00,0.00

800,100,,400,600,1.5,1100,900,2,0.617,3.77,4.7504,0.00,0.00

800,300,,600,100,1.5,1000,900,2,0.617,3.77,4.627,0.00,0.00

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,吊桿個數(shù),φ12吊架比重,L50*5型鋼比重,支架單支重量KG,支架個數(shù),支架總重

1000,150,,2500,100,1.5,2750,1100,2,0.888,3.77,9.031,0.00,0.00

1000,300,,600,100,1.5,1000,1100,2,0.888,3.77,5.923,0.00,0.00

1200,150,,2500,100,1.5,2750,1300,2,0.888,3.77,9.785,0.00,0.00

1200,400,,600,100,1.5,1100,1300,2,0.888,3.77,6.8546,0.00,0.00

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,,,,,,,,,,,當紅藍匯總量不同時說明表格出現(xiàn)問題,,

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圖紙確定,,,,,取中間值,D+E-20,(A+20+B+20)*2,圖集確定,,,(G*I*J+H*K)/1000,C/F,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,吊桿個數(shù),φ10吊架KG/M,L30*3角鐵比重,支架單支重量KG,支架個數(shù),支架總重KG

50,50,,600,100,1.5,680,280,2,0.617,1.373,1.22356,0.00,0.00

100,50,,600,100,1.5,680,380,2,0.617,1.373,1.36086,0.00,0.00

100,100,,600,100,1.5,680,480,2,0.617,1.373,1.49816,0.00,0.00

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

圖紙確定,,,,,暫取中間值,D+E+B,A+100,圖集確定,,,(G*I*J+H*K)/1000,C/F,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,吊桿個數(shù),φ10吊架比重,L40*4角鐵比重,支架單支重量KG,支架個數(shù),支架總重

150,100,,600,100,2,800,250,2,0.617,2.422,1.5927,0.00,0.00

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

200,100,,100,100,2,300,300,2,0.617,2.422,1.0968,0.00,0.00

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

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,吊桿個數(shù),φ10吊架比重,L40*4角鐵比重,支架單支重量KG,支架個數(shù),支架總重

300,100,,100,100,2,300,400,2,0.617,2.422,1.339,0.00,0.00

300,150,,200,100,2,450,400,2,0.617,2.422,1.5241,0.00,0.00

300,200,,600,100,2,900,400,2,0.617,2.422,2.0794,0.00,0.00

400,100,,100,100,2,300,500,2,0.617,2.422,1.5812,0.00,0.00

400,150,,100,100,2,350,500,2,0.617,2.422,1.6429,0.00,0.00

400,200,,600,100,2,900,500,2,0.617,2.422,2.3216,0.00,0.00

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,吊桿個數(shù),φ10吊架比重,L50*5型鋼比重,支架單支重量KG,支架個數(shù),支架總重

500,100,,600,100,2,800,600,2,0.617,3.77,3.2492,0.00,0.00

500,150,,600,100,2,850,600,2,0.617,3.77,3.3109,0.00,0.00

500,200,,600,100,2,900,600,2,0.617,3.77,3.3726,0.00,0.00

500,250,,600,100,2,950,600,2,0.617,3.77,3.4343,0.00,0.00

600,150,,1500,100,2,1750,700,2,0.617,3.77,4.7985,0.00,0.00

600,200,,600,100,2,900,700,2,0.617,3.77,3.7496,0.00,0.00

600,300,,600,100,2,1000,700,2,0.617,3.77,3.873,0.00,0.00

800,150,,600,100,2,850,900,2,0.617,3.77,4.4419,0.00,0.00

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

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,吊桿個數(shù),φ12吊架比重,L50*5型鋼比重,支架單支重量KG,支架個數(shù),支架總重

1000,150,,600,100,2,850,1100,2,0.888,3.77,5.6566,0.00,0.00

1000,300,,