梁

主 筋（长度单位：米；重量单位：kg）梁编号第N跨梁宽（mm）梁高（mm）净跨度（mm）保护层左支座右支座厚度宽度宽度（mm）（mm）（mm）25252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022008008008008008008008008008008008008008008008008008008008008008008008008008008008008001200120012001200500上部通长筋1500上部通长筋2500上部架立筋500左边上部第1排短筋（负筋）1500左边上部第2排短筋（负筋）2500左边第2或第3排短筋（负筋）3500右边上部第1排短筋（负筋）1500右边上部第2排短筋（负筋）2钢筋类型ⅢⅢⅢⅢⅢⅢⅢⅢ梁主筋直根根径数数(mm)11111111111111111111111111111111111111111111111111111111111111111111111111252500000001425250022000000001422000220000000014220002501425220250012220002501425002522012220002525009424223126962280040000068002800000000680002024224006600020242222066000111100长度(mm)60906090203020301523152320301523152360906090609058006090620062002067206715501550206715501550620062006200580062006200620020672067155015502067155015506200620062005800620083258325277527752081208127752081208183258325832558008325832583252775277520812081277520812081832583258325580083258890889029632963504792000792000000000020005049009000079200000000001000搭接长度搭接(mm)次数900900000010总长锚固长度锚固单根长(mm)次数（mm）（m）7507500000000420750750006600000000042066000066000000000420660000750042075066007500036066000075004207500075066003606600007507500022111111122111221111111221112201111112222222211111122111220111111222222201759075902030203015231523203015231523693075906840580060907520620020672067155015502067155015507040752062005800620075206200206720671550155020671550155070407520620058006200982583254623352527412081352520812081904596458325580083259825832537833525208120813525274120819045964583255800832510390103902963296368.3130.364.068.123.053.056.091.523.0541.5868.3141.0411.6012.1860.160.000.008.270.000.000.000.000.0042.2460.160.000.0012.4060.160.000.000.000.000.000.000.000.0042.2460.160.000.000.0019.650.009.2514.105.484.1614.100.000.0054.2757.870.000.000.0019.650.007.5714.104.164.167.055.480.0054.2757.870.000.000.00114.29114.290.000.00钢筋重量(kg/m)3.853.850.000.000.000.000.000.000.001.213.853.850.000.00851.880080080080080080018008008008008008003GKL-Bx1f(B1)8008008008008008008008008008008008008008008008004004004004004004004004004004004004004004004004004004004004004004004004004004004004007007007007007507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507507506006006006006200620062006200620062006200620062006200620062006200620062006200620062006200620062006200620062006200620062006200832583258325832583258325832583258325832583258325832583258325832583258325832583258325832583258325832583258325832588908890889088902200上部通长筋12200上部通长筋22200上部架立筋2200左边上部第1排短筋（负筋）12200左边上部第2排短筋（负筋）22200左边第2或第3排短筋（负筋）32200右边上部第1排短筋（负筋）12200右边上部第2排短筋（负筋）2ⅢⅢⅢⅢⅢⅢⅢⅢ2.980.000.000.000.000.000.000.000.001.212.980.000.000.002.980.000.000.000.000.000.000.000.001.212.980.000.000.003.850.001.213.852.980.003.850.000.000.892.980.000.000.003.850.001.213.850.000.003.852.980.000.892.980.000.000.003.853.850.000.00加密区段101009002202.711.632086.600.617加密区段1010011252242.411.632496.720.617非加密区段1020039501203.221.7840135.200.617410.1183.523.72593.60159.58加密区段1010011252243.221.7848162.240.617113.242.56965.07377.30非加密区段1020039901202.711.672087.400.617851.8113.242.56965.07377.31加密区段1010010502222.711.672296.140.617钢筋重量(kg)箍 筋 （长度单位：米；重量单位：kg）箍筋直径位置(mm)间距(mm)长度(mm)截面中单个中箍长箍筋总钢筋重箍筋总大箍长中箍箍（m）长（m）量(kg/m)排数（m）数量数钢筋重量(kg)混凝土体积(m3)含钢量钢筋重量(kg)钢筋含量（kg/m3)钢筋位置段数6006006006006006002GJKL-E(10)(BM)1600600600600600600600600合计70070070070070070070070070070070070070070060906090609060906090609060906090609060906090609060906090500右边上部第2或第3排短筋（负筋）3Ⅲ500腰筋500下部第1排钢筋1500下部第1排钢筋2500下部第2排钢筋500下部第2或第3排钢筋ⅢⅢⅢⅢⅢ2200右边上部第2或第3排短筋（负筋）3Ⅲ2200腰筋2200下部第1排钢筋12200下部第1排钢筋22200下部第2排钢筋220022002200220022002200220022002200220022002200220022002200下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋ⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢ加密区段1010062001633.221.78126425.880.617200410.1非加密区段262.773.72672.85180.885047920009000504900000000020102000203.221.7800.000.617合计800上部通长筋1800上部通长筋2800800800800800800800800800800800800800800800800800800800800800800800800800800上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋410.1446.297.441266.46340.4619000432.8非加密区段136.762.50569.54228.053GKL-S2a(B1)43279200090005049000000000201020060751312.411.6331124.930.617加密区段10100832521682.411.63168677.040.61729000403.6非加密区段417.732.50821.32328.8643279200090090000000000020102000102.411.6300.000.617合计2200上部通长筋12200上部通长筋22200上部架立筋2200左边上部第1排短筋（负筋）1836.4554.495.001390.86278.45- 1 -主 筋（长度单位：米；重量单位：kg）梁编号第N跨梁宽（mm）梁高（mm）净跨度（mm）保护层左支座右支座厚度宽度宽度（mm）（mm）（mm）252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525120012001200120012001200120012001200120022002200220022002200220022002200220022002200220022002200200200200200200200200200200200200200200200600600600600600600600600600600600600600600500500500500500500500500500500500500500500400400400400400400400400400220022002200220022002200220022002200220022002200220022002200220022002200220022002200220022002200200200200200200200200200200200200200200200钢筋类型ⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢ梁主筋直根根径数数(mm)11111111111111111111111111111111111111111111111111111111111111111111111111100000142525002500000000025000160000000001600025250025250250142525250252500250025251225252502200000000000006114003302222422633222202222222622227224540526772272205275267722202222322长度(mm)22232223296322232223889088908890580088906200620020672067155015502067155015506200620062005800620011001100367367275275367275275110011001100580011003000300010001000750750100075075030003000300058003000408940891363136310221022136310221022408940894089580040893000300010001000750750100075075043290090090007920000000000200050490090090009009000000000002000搭接长度搭接(mm)次数总长锚固长度锚固单根长(mm)次数（mm）（m）000004207507500075000000000075000048000000000048000075075000750750075004207507507500750750007500075075036075075075006600000000011111221112211111112211122011111122111111111111221112201111112222222011111122232223296322232223973010390964058008890770062002067206715501550206715501550620077006200580062002060110036736727527536727527511002060110058001100375037501000100015001500100015007503840450037506550300055895589136313631772102213631772177248095589558973004089432030001000100075075010007507500.000.000.000.000.0058.38114.2938.560.000.00254.100.004.134.133.103.108.273.103.1037.20254.1012.4011.6012.404.120.000.730.730.550.550.730.550.556.604.122.2011.602.2026.257.502.004.007.506.000.007.501.5023.0431.5026.2513.106.0039.1211.182.730.008.862.049.548.863.5428.8539.1239.1214.608.188.640.002.002.001.501.503.001.501.50钢筋重量(kg/m)0.000.000.000.000.001.213.853.850.000.003.850.000.000.000.000.000.000.000.000.003.850.000.000.001.580.000.000.000.000.000.000.000.000.001.580.000.000.003.853.850.000.003.853.850.003.850.001.213.853.853.850.003.853.850.000.003.850.000.003.853.850.893.853.853.850.001171200200200200200200200200200950950950950950950950950950300030003000300030003000300030003000200200200200200200200200200上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3ⅢⅢⅢⅢⅢⅢⅢⅢⅢ2.980.000.000.000.000.000.000.000.00非加密区段122002964659.2加密区段121001125非加密区段122001875511.8加密区段121001125钢筋重量(kg)箍 筋 （长度单位：米；重量单位：kg）箍筋直径位置(mm)10区段间距(mm)100长度(mm)900截面中单个中箍长箍筋总钢筋重箍筋总大箍长中箍箍（m）1（m）m）量(kg/m)排数202.71.6320长（86.600.617数量数钢筋重量(kg)混凝土体积3(m)含钢量钢筋重量(kg)钢筋含量3（kg/m)钢筋位置段数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左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋001540非加密区段149.613.731689.94452.61504900900009000000000000201020070901362.711.6336155.880.617合计1540149.613.731689.94452.61加密区段8100525007.3600.0000.000.395AL1(B1)L1001958非加密区段167.277.162125.54296.830900000576000000000020820062001317.3670.90217423.460.395合计1958167.277.162125.54296.82加密区段81007502161.4601.53023.360.395KL2510013.01非加密区段9.230.1122.23202.1205760009009000000000002082000101.4601.5300.000.395合计500上部通长筋1500上部通长筋2500上部架立筋500左边上部第1排短筋（负筋）1500左边上部第2排短筋（负筋）2500左边第2或第3排短筋（负筋）3500右边上部第1排短筋（负筋）1500右边上部第2排短筋（负筋）213.019.230.1122.23202.121122.6421.582469.600.888185.251.13597.07530.74500右边上部第2或第3排短筋（负筋）3Ⅲ500腰筋500下部第1排钢筋1500下部第1排钢筋2500下部第2排钢筋500下部第2或第3排钢筋500上部通长筋1500上部通长筋2500上部架立筋500左边上部第1排短筋（负筋）1500左边上部第2排短筋（负筋）2500左边第2或第3排短筋（负筋）3500右边上部第1排短筋（负筋）1500右边上部第2排短筋（负筋）2ⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢ0102.6401.58026.400.8882GJKL-W5(BM)5005005005005005002500500500500500500500500合计1122.6421.582469.600.88896.971.53756.13493.12500右边上部第2或第3排短筋（负筋）3Ⅲ500腰筋500下部第1排钢筋1500下部第1排钢筋2500下部第2排钢筋500下部第2或第3排钢筋ⅢⅢⅢⅢⅢ10152.6401.58039.600.888182.222.661353.20509.03加密区段810014252302.3600.00070.800.39510046.5非加密区段

28.900.5775.40132.28- 2 -主 筋（长度单位：米；重量单位：kg）梁编号第N跨梁宽（mm）梁高（mm）净跨度（mm）保护层左支座右支座厚度宽度宽度（mm）（mm）（mm）钢筋类型ⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢ梁主筋直根根径数数(mm)11111111111111111111111111111111111111111111111222222222222222222222222222211111110200002200000000020000160000000001600014000000000160001600000160001600016001600000016000200000004222220232232242222202222422642222022224226222220222232262222202122422622222021221长度(mm)30003000300058003000115011503833832882883832882881150115011505800115030503050101710177637631017763763305030503050580030503600360012001200900900120090090036003600360058003600252525258428426316318426316312525252525255800252525002500833833625625833625625250025002500580025005500550018331833137513751833搭接长度搭接(mm)次数0720000792000000000020总长锚固长度锚固单根长(mm)次数（mm）（m）060000066000000000060000048000000000048000042000000000048000048000000480000480000480004800000004800006000000002211122011111122222220111111221112201111112211122011111122111220111111221112201111300042003000580030002470115038338328828838328828811502350115058001150401030501017101776376310177637633050401030505800305044403600120012009009001200900900360045603600580036003485252584284263163113226316312525348525255800252534602500833131362562583362562525003460250058002500670055001833183313751375183312.008.406.0011.606.004.940.000.771.150.580.581.150.580.584.604.702.3011.602.308.020.002.032.031.531.534.071.531.5318.3016.046.1011.606.108.880.002.402.401.801.804.801.801.8021.609.127.2011.607.2013.940.003.373.372.532.537.932.532.5330.3013.9410.1023.2010.1013.840.003.332.632.502.506.672.502.5030.0013.8410.0023.2010.0013.400.003.671.832.752.751.83钢筋重量(kg/m)0.002.470.000.000.002.980.000.000.000.000.000.000.000.000.002.470.000.000.001.580.000.000.000.000.000.000.000.000.001.580.000.000.0037.97200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200合计200200200200200200200500500500500500500500550055005500550055005500550025252525252525200200200200200200200200200200200200200200上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500360036003600360036003600360036003600360036003600360036002525252525252525252525252525252525252525252525252525252525002500250025002500250025002500250025002500250025002500252525252525252525252525252525252525252525252525252525252525252525252525252525252525200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋50400000201.210.000.000.000.000.000.000.000.000.001.580.000.000.001.580.000.000.000.000.001.580.000.000.001.580.000.000.001.580.000.001.580.000.000.000.000.000.001.580.000.000.0047.8372000000202.470.000.000.000.000.000.00加密区段8100750钢筋重量(kg)箍 筋 （长度单位：米；重量单位：kg）箍筋直径位置(mm)非加密区段8间距(mm)200长度(mm)150截面中单个中箍长箍筋总钢筋重箍筋总大箍长中箍箍（m）长（m）量(kg/m)排数（m）数量数12.3600.0002.360.395钢筋重量(kg)混凝土体积(m3)含钢量钢筋重量(kg)钢筋含量（kg/m3)钢筋位置段数KL1220020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020095095095095095050050050050050050050050050050050050050050050050050050050050050050050050050050050050030003000300030003000115011501150115011501150115011501150115011501150115011503050305030503050305030503050305030503050305030503050305025252525252525252525252525252525252525252525252525252525252525252540040040040040020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020020000000000000000腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋1加密区段81007502161.4600.00023.360.3950026.33非加密区段9.230.1235.56309.22072000057600000000002082000101.4600.0000.000.395合计200上部通长筋1200上部通长筋2200200200200200200200200200200200200上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋72.8338.130.69110.96161.982161.4601.53023.360.395KL3310037.97非加密区段13.840.3151.82169.8905760000000082001550181.4601.53011.680.395合计13.840.3151.82169.89加密区段81007502161.4601.53023.360.395L110025.13非加密区段15.570.3640.70113.050576000576000000000020820021001111.4601.53016.060.395合计25.1315.570.3640.70113.04加密区段81007502161.4611.531695.680.3951576056.52非加密区段51.970.51108.49214.83KL3405760005760057600000002082001025161.4611.53635.880.395加密区段81007502161.4611.531695.680.39520047.83非加密区段49.600.5097.44194.8805760000000082001000151.4611.53529.900.395101.571.01205.92409.71加密区段81007502161.4610.001623.360.395100- 3 -66.0920.760.5586.85157.92主 筋（长度单位：米；重量单位：kg）梁编号第N跨1梁宽（mm）梁高（mm）净跨度（mm）保护层左支座右支座厚度宽度宽度（mm）（mm）（mm）2525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525200200200200200200200200200200200200200200200200200200200200200250250250250250250250250250250250250250250200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200200250250250250250250250250250250250250250250200200200200200200200200200200200200200200钢筋类型ⅢⅢⅢⅢⅢⅢⅢ梁主筋直根根径数数(mm)111111111111111111111444444444444441111111111111111111111111111111111111111110002000016000000000160001800000000018000252000000000222200120000000001400018000000000160002242222202222322622222021222224222222222232222222112222232221122220222232262222长度(mm)13751375550055005500580055004050405013501350101310131350101310134050405040505800405025002500833833625625833625625250025002500580025001550155051751738838851738838815501550155058001550347534751158115886986911588698693475347534755800347540754075135813581019101913581019101940754075407558004075搭接长度搭接(mm)次数总长锚固长度锚固单根长(mm)次数（mm）（m）000600000480000000000480000540000000000540000750600000000006606600036000000000042000054000000000048000011221112201111112211122011111122111220111111221112201111112211122011111122111137513755500670055005800550050104050135013501013101313501013101340505010405058004050358025008338336256258336256252500358025005800250030502750517517388388517388388155028702210580015504195347511581158869869115886986934754315347558003475515540751358135810191019135810191019407550354075580040752.752.7522.0013.4011.0011.6011.0010.020.002.702.702.032.034.052.032.0324.3010.028.1011.608.1028.640.006.673.335.005.006.675.005.0040.0028.6420.0046.4020.006.105.501.031.030.780.781.550.780.783.105.744.4211.603.1046.156.952.322.321.741.743.481.741.746.9547.476.9511.606.9510.310.002.722.722.042.044.082.042.0424.4510.078.1511.608.15钢筋重量(kg/m)0.000.000.002.470.000.000.001.580.000.000.000.000.000.000.000.000.001.580.000.000.0031.63200200200200200200200200200200200200200200250250250250250250250250250250250250250250800800800800800800800800800800800800800800200200200200200200200200200200200200200200合计总计50050050050050050050050050050050050050050040040040040040040040040040040040040040040015015015015015015015015015015015015015015050050050050050050050050050050050050050050025002500250025002500250025002500250025002500250025002500155015501550155015501550155015501550155015501550155015503475347534753475347534753475347534753475347534753475347540754075407540754075407540754075407540754075407540754075上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋上部通长筋1上部通长筋2上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋ⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢⅢ64800000202.000.000.000.000.000.000.000.000.000.002.000.000.000.003.852.470.000.000.000.000.000.000.000.002.982.980.000.000.890.000.000.000.000.000.000.000.000.001.210.000.000.002.000.000.000.000.000.000.000.000.000.001.580.000.000.0036.49加密区段8100750钢筋重量(kg)66.09非加密区段箍 筋 （长度单位：米；重量单位：kg）箍筋直径位置(mm)间距(mm)长度(mm)截面中单个中箍长箍筋总钢筋重箍筋总大箍长中箍箍（m）长（m）量(kg/m)排数（m）数量数钢筋重量(kg)20.76混凝土体积3(m)0.55含钢量钢筋重量(kg)86.85钢筋含量3（kg/m)157.92钢筋位置段数KL36200200200200200200200200200200200200200200200200200200200200200500500500500500500500500500500500500500500500500500500500500500550055005500550055005500550040504050405040504050405040504050405040504050405040504050右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋0720000576000000000020820040001201.4610.002029.200.395合计KL371Ⅲ上部通长筋1Ⅲ上部通长筋2Ⅲ上部架立筋Ⅲ左边上部第1排短筋（负筋）1Ⅲ左边上部第2排短筋（负筋）2Ⅲ左边第2或第3排短筋（负筋）3Ⅲ右边上部第1排短筋（负筋）1Ⅲ右边上部第2排短筋（负筋）2Ⅲ右边上部第2或第3排短筋（负筋）3Ⅲ腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋ⅢⅢⅢⅢⅢ66.0920.760.5586.85157.92加密区段81007502161.4601.53023.360.3950031.63非加密区段16.720.4148.35119.4057600000000820025501131.4601.53018.980.395合计16.720.4148.35119.40加密区段81007502161.4600.00093.440.395KL15100114.4非加密区段48.441.00162.86162.8706480009007200000000002082001000151.4600.00029.200.395合计114.448.441.00162.86162.87加密区段1010015501161.401.53022.400.617LL710067.39非加密区段13.820.1681.21523.9307927920043200000000002082000001.3611.5300.000.395合计67.3913.820.1681.21523.93加密区段615034751241.9214.5024154.080.222BD210098.33非加密区段34.210.42132.53317.83050400064800000000002062000001.9201.5300.000.222合计200上部通长筋1200上部通长筋2200200200200200200200200200200200200上部架立筋左边上部第1排短筋（负筋）1左边上部第2排短筋（负筋）2左边第2或第3排短筋（负筋）3右边上部第1排短筋（负筋）1右边上部第2排短筋（负筋）2右边上部第2或第3排短筋（负筋）3腰筋下部第1排钢筋1下部第1排钢筋2下部第2排钢筋下部第2或第3排钢筋98.3334.210.42132.53317.832161.4601.53023.360.395KL5210036.49非加密区段16.720.4153.21130.59057600000000820025751131.4601.53018.980.39516.720.4133.9553.219787.73130.59288.34- 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