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1、橋橋 架架 支支 架架 計計 算算 表表只需填入橋架長度、梁高、距梁高度，其他自動計算，其他已鎖定如需更改密碼123橋架寬度100mm以下的吊架采用單桿吊架，按照圖集04D701-3-7778頁方案1；橋架間距按規范GB50303-2002第33頁圖紙確定取中間值D+E-20(A+20+B+20)*2(D/2+E+B)*2+A+100圖集確定橋架寬橋架高橋架長度M結構梁高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50506001002680280105011005060010026803801100110010010.5600100268048012001橋架寬度12、501200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+BA+100(D/2+E+B)*2+A+100圖集確定橋架寬橋架高橋架長度M結構梁高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1501006001002800250125022005060010027503001200220010022600100280030013002200150600100285030014002橋架寬橋架高橋架長度M結構梁高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3001005.960010028004001400230015088.8600100285043、0015002300200600100290040016002400100321.66001002800500150024001506001002850500160024002006.5600100290050017002橋架寬橋架高 橋架長度M 結構梁高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500100133.860010028006001600250015060010028506001700250020069.660010029006001800250025033.5600100295060019002600100305.760010028007001700264、00200600100290070019002600300600100210007002100280010023.96001002800900190028003006001002100090023002橋架寬橋架高 橋架長度M 結構梁高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1000150327.56001002850110022002100030060010021000110025002120015015560010028501300240021200100106001002800130023002I/1000*L(G*J*K+H*L)/100020M/個C/20C5、/FM*O+N*P10吊架KG/ML30*3角鐵比重防晃單支重量KG支架單支重量KG防晃支架個數支架個數支架總重KG0.6171.3731.441650.804000.000.6171.3731.51030.9413000.000.6171.3731.64761.0786156.53I/1000*L(G*J*K+H*L)/100020M/個C/20C/FM*O+N*P10吊架比重L40*4角鐵比重防晃單支重量KG支架單支重量KG防晃支架個數支架個數支架總重0.6172.4223.02751.5927000.000.6172.4222.90641.6521000.000.6172.4223.146、861.713811122.320.6172.4223.39081.7755000.0010吊架比重L50*5型鋼比重防晃單支重量KG支架單支重量KG防晃支架個數支架個數支架總重0.6173.775.2782.4952038.920.6173.775.6552.5569444138.630.6173.776.0322.6186000.000.6173.775.6552.872216161552.780.6173.776.0322.9339000.000.6173.776.4092.99560311.8210吊架比重L50*5型鋼比重防晃單支重量KG支架單支重量KG防晃支架個數支架個數支架總重07、.6173.776.0323.2492767257.730.6173.776.4093.3109000.000.6173.776.7863.3726335140.980.6173.777.1633.434321769.520.6173.776.4093.626215153652.230.6173.777.1633.7496000.000.6173.777.9173.873000.00橋橋 架架 支支 架架 計計 算算 表表橋架寬度100mm以下的吊架采用單桿吊架，按照圖集04D701-3-7778頁方案1；橋架間距按規范GB50303-2002第33頁圖集確定圖集確定0.6173.777.168、34.380211260.900.6173.778.6714.627000.0012吊架比重5型鋼比重防晃單支重量KG支架單支重量KG防晃支架個數支架個數支架總重0.8885.43811.9636 7.4914161641422.620.8885.43813.5957.7578000.000.8885.43813.05128.579878766.020.8885.43812.5074 8.49021548.70匯匯總總KGKG4159.704159.70匯匯總總校校驗驗KGKG4159.704159.70當紅藍匯總量不同時 說明表格出現問題圖紙確定暫取中間值D+E+BA+100(D/2+E+B)*2+A+100圖集確定橋架寬 橋架高 橋架長度M結構梁高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2.25010010022.25010010022.2501001002I/1000*L(G*J*K+H*L)/100020M/個 C/20C/FM*O+N*P10吊架比重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 支架個數支架總重0.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.00合計0.00圖集確定