工程量全套自动计算表格及实例范本分享

钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率一承台基础1CT1纵向底筋（X向）B12@1502071.0500.0400.1500.1501.120152.3200.888135.260纵向底筋（Y向）B12@1502071.0500.0400.1500.1501.120152.3200.888135.260纵向面筋（X向）B12@1502073.0500.0400.1500.1502.960402.5600.888357.473纵向面筋（Y向）B12@1502071.0500.0400.1500.1181.088147.9140.888131.347腰筋B12@1502061.0500.0400.1500.1501.120144.8530.888128.6302CT2纵向底筋（X向）B12@150181.2000.0400.1500.1501.2709.9060.8888.797纵向底筋（Y向）B12@150181.2000.0400.1500.1501.2709.9060.8888.797纵向面筋（X向）B12@150183.2000.0400.1500.1503.11024.2580.88821.541纵向面筋（Y向）B12@150181.2000.0400.1500.1181.2389.6530.8888.572腰筋B12@150161.2000.0400.1500.1501.2707.6200.8886.7673CT5所有纵筋B20@1002502.4000.0400.1000.4802.800280.0002.466690.480箍筋B12@1002231.6001.0000.0400.1000.2855.325247.0740.888219.4024JC1上部纵筋B12@150332.5300.0400.1500.1182.40822.6310.88820.097上部纵筋B12@150390.5000.0400.1500.1440.56414.6640.88813.022下部纵筋B12@150331.3300.0400.1500.1181.25011.2500.8889.990下部纵筋B12@150390.5000.0400.1500.1440.56415.2280.88813.522拉筋A10@500360.6000.0400.5000.1250.64511.6100.6177.163腰筋B12@150340.5000.0400.1500.1180.5386.1290.8885.4425JC2上部纵筋B12@100193.0600.0400.1000.1182.93827.0260.88823.999上部纵筋B12@1001141.0000.0400.1000.1441.06414.6830.88813.039下部纵筋B12@150161.4600.0400.1500.1181.3808.9240.8887.925下部纵筋B12@1501101.0000.0400.1500.1441.06410.1430.8889.007拉筋A10@5001190.8000.0400.5000.1250.84516.1110.6179.941腰筋B12@150191.0000.0400.1500.1181.0389.6150.8888.5386JC3第1页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率上部纵筋B12@1501264.1400.0400.1500.1184.018104.7250.88892.996上部纵筋B12@1501193.9400.0400.1500.1444.00477.6780.88868.978下部纵筋B12@1501262.9400.0400.1500.1182.86074.5510.88866.201下部纵筋B12@1501193.9400.0400.1500.1444.00477.6780.88868.978拉筋A10@5001560.6000.0400.5000.1250.64535.8300.61722.107腰筋B12@1501163.9400.0400.1500.1183.97863.6420.88856.5147JC4底部底筋B12@125121202.1002.5502.7000.0402.4700.1250.0840.0000.0002.10441.5750.88836.919顶部面筋B12@125121202.1002.5502.7000.0402.4700.1250.0840.0000.0002.10441.5750.88836.919底部面筋B12@125121162.1002.5502.7000.0402.0200.1250.0840.0000.0002.55441.2730.88836.650顶部底筋B12@125121162.1002.5502.7000.0402.0200.1250.0840.0000.0002.55441.2730.88836.650A10@50010162.1002.5502.7000.0402.5500.5000.1250.0000.0000.5453.3250.6172.0512.55m侧壁钢筋B12@125122162.1002.5502.7000.0402.0200.1250.0840.0000.4503.154101.9370.88890.520方向侧壁钢筋B12@150122132.1002.5502.7000.0402.0200.1500.0840.0000.4503.15484.9480.88875.434侧壁钢筋B12@150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4032.10m侧壁钢筋B12@125122202.1002.5502.7000.0402.4700.1250.0840.0000.4503.154124.6460.888110.686方向侧壁钢筋B12@150122162.1002.5502.7000.0402.4700.1500.0840.0000.4503.154103.8720.88892.238侧壁钢筋B12@150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4038JC5上部纵筋B12@150162.4000.0400.1500.1182.27814.7280.88813.079上部纵筋B12@150181.0000.0400.1500.1441.0648.2990.8887.370下部纵筋B12@150161.2000.0400.1500.1181.1207.2430.8886.431下部纵筋B12@150181.0000.0400.1500.1441.0648.2990.8887.370拉筋A10@500180.6000.0400.5000.1250.6455.1770.6173.194腰筋B12@150171.0000.0400.1500.1181.0386.8480.8886.081小计3082.1813.082二梁基础梁KDL-A-1(1)上部通长筋3B22133.5790.0301.7605.27915.8372.98447.258下部通长筋3B22133.5790.0301.7605.27915.8372.98447.258第2页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率箍筋加密区箍筋A8@1001220.3000.7000.0300.1902.07045.5380.39517.988非加密区箍筋A8@200160.3000.7000.0300.1902.07013.2370.3955.2291.2KDL-A-2(2A)上部通长筋4B25147.3610.0302.0009.36137.4443.853144.272下部通长筋挑檐4B25140.6360.0302.0002.57610.3043.85339.701第一跨4B25142.6750.0302.0004.61518.4603.85371.126第二跨4B25143.4700.0302.0005.41021.6403.85383.379腰筋6B12167.3610.9608.32149.9260.88844.334箍筋A10@1001440.4001.0000.0300.2372.917127.2280.61778.500侧边加密箍A10@100160.4001.0000.0300.2372.91717.5040.61710.8001.3KDL-A-3(3)上部通长筋3B221322.1750.0302.4641.76026.33979.0172.984235.787下部通长筋（1~33B22337.9500.0301.7609.65086.8502.984259.160跨）箍筋加密区箍筋A8@1003250.3000.8000.0300.1902.270170.2440.39567.246非加密区箍筋A8@2003270.3000.8000.0300.1902.270182.1610.39571.954腰筋4B121422.1750.0302.4641.76026.339105.3560.88893.5561.4DL-A-1(1A)上部通长筋4B25245.0360.0302.0006.97655.8083.853215.028下部通长筋(挑檐)4B25241.3200.0302.0003.26026.0803.853100.486下部通长筋(跨)4B25243.1160.0302.0005.05640.4483.853155.846箍筋加密区箍筋A8@1002440.4001.0000.0300.1902.870250.8310.39599.078非加密区箍筋A8@200210.4001.0000.0300.1902.8703.3290.3951.315腰筋6B12265.0360.0300.9605.93671.2320.88863.2541.5KDL-A-2(4)上部通长筋4B251411.4050.0301.4002.00014.74558.9803.853227.250第3页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率下部通长筋(第一6B22164.1040.0301.7605.80434.8242.984103.915跨)下部通长筋(第二6B22162.6250.0301.7604.32525.9502.98477.435跨)下部通长筋(第三6B22162.7410.0301.7604.44126.6462.98479.512跨)下部通长筋(第四6B22160.9450.0301.7602.64515.8702.98447.356跨)箍筋A10@10011130.4001.0000.0300.2372.917330.9790.617204.214腰筋6B121611.4050.0300.96012.30573.8300.88865.561侧边加密箍A101120.4001.0000.0300.2372.91735.0090.61721.6001.6KDL-B-1(6)上部通长筋3B221342.2750.0306.1601.76050.135150.4052.984448.809下部通长筋(第一3B22133.5790.0301.7605.27915.8372.98447.258跨)下部通长筋(第二3B22133.3210.0301.7605.02115.0632.98444.948跨)下部通长筋(第三3B22137.9500.0301.7609.65028.9502.98486.387跨)下部通长筋(第四3B22137.9500.0301.7609.65028.9502.98486.387跨)下部通长筋(第五3B22137.9500.0301.7609.65028.9502.98486.387跨)下部通长筋(第六3B22137.4750.0301.7609.17527.5252.98482.135跨)箍筋加密区箍筋A8@10011500.3000.8000.0300.1902.270340.4880.395134.493非加密区箍筋A8@20011120.3000.8000.0300.1902.270254.5150.395100.533腰筋4B121442.2750.0303.3600.96046.535186.1400.888165.2921.7KDL-1-1(2)上部通长筋3B20137.9500.0301.6009.49028.4702.46670.207第4页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率下部通长筋(第一3B20134.0990.0301.6005.63916.9172.46641.717跨)下部通长筋(第二3B20132.8010.0301.6004.34113.0232.46632.115跨)箍筋加密区箍筋A8@1001440.3000.7000.0300.1902.07091.0760.39535.975非加密区箍筋A8@2001130.3000.7000.0300.1902.07025.8740.39510.220腰筋4B12137.9500.0300.9608.85026.5500.88823.5761.8KDL-2-1(2)上部通长筋4B25147.9500.0302.0009.89039.5602.46697.555下部通长筋(第一4B25144.9500.0302.0006.89027.5602.46667.963跨)下部通长筋(第二4B25142.2750.0302.0004.21516.8602.46641.577跨)箍筋加密区箍筋A10@1001620.3001.0000.0300.2372.717168.4790.617103.951非加密区箍筋A10@100140.3001.0000.0300.2372.7179.5110.6175.868腰筋6B12160.0300.9600.9005.4000.8884.795侧边加密箍A10160.3001.0000.0300.2372.71716.3040.61710.0601.9KDL-1-2(1)上部通长筋4B22344.4740.0301.7606.17474.0882.984221.079下部通长筋4B25344.4740.0302.0006.41476.9683.984306.641箍筋A8@1003380.4001.0000.0300.1902.870330.6150.395130.593腰筋6B12364.4740.0300.9605.37496.7320.88885.898侧边加密箍A83120.4001.0000.0300.1902.870103.3170.39540.8101.10KDL-2-1(1)上部通长筋4B25147.8750.0302.0009.81539.2603.853151.269下部通长筋4B25147.8750.0302.0009.81539.2603.853151.269箍筋A10@1001780.4001.0000.0300.2372.917227.2650.617140.223腰筋4B12140.0300.9600.9003.6000.8883.197侧边加密箍A101180.4001.0000.0300.2372.91752.5130.61732.401第5页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率1.11KDL-3-1(1)上部通长筋3B22437.9500.0301.7609.650115.8002.984345.547下部通长筋3B22437.9500.0301.7609.650115.8002.984345.547箍筋加密区箍筋A8@1004250.3000.8000.0300.1902.270226.9920.39589.662非加密区箍筋A8@2004270.3000.8000.0300.1902.270242.8810.39595.938腰筋4B12447.9500.0300.9608.850141.6000.888125.74122.3m梁2.1KL-B-1(1)上部通长筋2B22124.1290.0301.7605.82911.6582.98434.787下部通长筋2B22124.1290.0301.7605.82911.6582.98434.787箍筋A8@1001400.3000.5000.0300.1901.67067.2810.39526.5762.2KL-A-3(3)上部通长筋3B251312.4500.0301.4002.00015.79047.3703.853182.517下部通长筋(第一3B22138.6500.0301.76010.35031.0502.98492.653跨)下部通长筋(第二3B22133.1160.0301.7604.81614.4482.98443.113跨)下部通长筋(第三3B22131.3200.0301.7603.0209.0602.98427.035跨)箍筋A8@10011180.3000.5000.0300.1901.670196.2160.39577.505侧边加密箍A8160.3000.5000.0300.1901.67010.0200.3953.958吊筋2B16122.3602.3604.7201.5787.4482.3KL-A-2(2)上部通长筋2B25124.7360.0302.0006.67613.3523.85351.445下部通长筋(第一3B22133.1160.0301.7604.81614.4482.98443.113跨)下部通长筋(第二3B22131.3200.0301.7603.0209.0602.98427.035跨)箍筋A8@1001430.3000.5000.0300.1901.67072.4080.39528.601侧边加密箍A8160.3000.5000.0300.1901.67010.0200.3953.958第6页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率吊筋2B16122.3600.0302.3604.7201.5787.4482.4L-A-1(1)上部通长筋2B16124.3290.0301.2805.54911.0982.98433.116下部通长筋3B22134.3290.0301.7606.02918.0872.98453.972箍筋A8@1001420.2500.4500.0300.1901.47061.2810.39524.2062.5KL-A-1(5)上部通长筋3B251312.3500.0301.4002.00015.69047.0703.853181.361下部通长筋(第一2B22124.1790.0301.7605.87911.7582.98435.086跨)下部通长筋(第二2B22122.7850.0301.7604.4858.9702.98426.766跨)下部通长筋(第三2B22120.7860.0301.7602.4864.9722.98414.836跨)下部通长筋(第四2B22121.7300.0301.7603.4306.8602.98420.470跨)下部通长筋(第五2B22121.3200.0301.7603.0206.0402.98418.023跨)箍筋A8@10011080.3000.5000.0300.2371.717185.4790.39573.2642.6KL-1-1(2)上部通长筋2B25128.4000.0302.00010.34020.6803.85379.680下部通长筋(第一3B25134.6450.0302.0006.58519.7553.85376.116跨)下部通长筋(第二3B25133.3510.0302.0005.29115.8733.85361.159跨)箍筋加密区箍筋A8@1001320.3000.5000.0300.1901.67053.4370.39521.108非加密区箍筋A8@200180.3000.5000.0300.1901.67012.8580.3955.079侧边加密箍A8160.3000.5000.0300.1901.67010.0200.3953.958吊筋2B16122.1600.0302.1604.3201.5786.8172.7KL-1-2(2)上部通长筋2B25128.5500.0302.00010.49020.9803.85380.836第7页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率下部通长筋(第一3B25135.3500.0302.0007.29021.8703.85384.265跨)下部通长筋(第二3B25132.8500.0302.0004.79014.3703.85355.368跨)箍筋加密区箍筋A8@1001320.3000.5000.0300.1901.67053.4370.39521.108非加密区箍筋A8@2001250.3000.5000.0300.1901.67041.7480.39516.490侧边加密箍A81120.3000.5000.0300.1901.67020.0390.3957.915吊筋2B16122.1600.0302.1604.3201.5786.817吊筋2B16122.3600.0302.3604.7201.5787.4482.8KL-2-1(3)上部通长筋3B25334.5490.0302.0006.48958.4013.853225.019下部通长筋(第一2B25321.1650.0302.0003.10518.6303.85371.781跨)下部通长筋(第二2B25321.7900.0302.0003.73022.3803.85386.230跨)下部通长筋(第三2B25321.1440.0302.0003.08418.5043.85371.296跨)箍筋A8@1003400.3000.5000.0300.1901.670200.3400.39579.1342.9L-2-1(1)上部通长筋2B14121.7900.0301.1202.8505.7001.2086.886下部通长筋2B25121.7900.0302.0003.7307.4603.85328.743箍筋A8@1001180.2000.4000.0300.1761.25622.4820.3958.88135.10m梁3.1KL-A-1(1)上部通长筋2B20224.1290.0301.6005.66922.6762.46655.919下部通长筋2B22224.1290.0301.7605.82923.3162.46657.497箍筋加密区箍筋A8@1002190.3000.6000.0300.1901.87071.0570.39528.067非加密区箍筋A8@2002110.3000.6000.0300.1901.87039.8110.39515.7253.2KL-A-2(1)第8页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率上部通长筋2B20224.2790.0301.6005.81923.2762.46657.399下部通长筋2B22224.2790.0301.7605.97923.9162.46658.977箍筋加密区箍筋A8@1001190.2500.5000.0300.1901.57029.8280.39511.782非加密区箍筋A8@2001110.2500.5000.0300.1901.57017.8890.3957.0663.3KL-1-1(2)上部通长筋2B25128.4000.0302.00010.34020.6803.85379.680下部通长筋(第一3B22134.6490.0301.7606.34919.0472.98456.836跨)下部通长筋(第二3B22133.3510.0301.7605.05115.1532.98445.217跨)箍筋加密区箍筋A8@1001380.3000.6000.0300.1901.87071.0570.39528.067非加密区箍筋A8@2001210.3000.6000.0300.1901.87039.2680.39515.5113.4KL-1-1(2)上部通长筋2B25128.6000.0302.00010.54021.0803.85381.221下部通长筋(第一3B25135.3500.0302.0007.29021.8703.85384.265跨)下部通长筋(第二3B25132.8500.0302.0004.79014.3703.85355.368跨)箍筋加密区箍筋A8@1001380.3000.6000.0300.1901.87071.0570.39528.067非加密区箍筋A8@2001220.3000.6000.0300.1901.87041.1380.39516.250侧边加密箍A8160.3000.6000.0300.1901.87011.2200.3954.432吊筋2B16122.3100.0302.3104.6201.5787.290411.5m梁4.1KL-B(5)上部通长筋2B251243.2000.0305.0002.00050.140100.2803.853386.379下部通长筋(第一4B20148.4000.0301.6009.94039.7602.46698.048跨)第9页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率下部通长筋(第二4B20148.4000.0301.6009.94039.7602.46698.048跨)下部通长筋(第三4B20148.4000.0301.6009.94039.7602.46698.048跨)下部通长筋(第四4B20148.4000.0301.6009.94039.7602.46698.048跨)下部通长筋(第五4B20147.2000.0301.6008.74034.9602.46686.211跨)箍筋加密区箍筋A10@1001610.3001.0000.0303.0000.1000.2372.717165.7610.617102.275非加密区箍筋A10@20012020.3001.0000.03040.2000.2000.2372.717548.9150.617338.680吊筋2B16142.2600.0302.2609.0401.57814.265腰筋6B121643.2000.0302.4000.96046.500279.0000.888247.7524.2L-B(1)上部通长筋2B16128.6000.0301.2809.82019.6401.57830.992下部通长筋4B25148.6000.0302.00010.54042.1603.853162.442箍筋加密区箍筋A8@1501150.2500.7000.0300.1901.97030.2050.39511.931非加密区箍筋A8@2001320.2500.7000.0300.1901.97062.0520.39524.511侧边加密箍A81120.2500.7000.0300.1901.97023.6390.3959.337吊筋2B16142.2600.0302.2609.0401.57814.265腰筋4B12148.6000.0300.9609.50038.0000.88833.7444.3L-C(4)上部通长筋下部通长筋(第一跨)下部通长筋(第二跨)下部通长筋(第三跨)

2B161234.2000.0303.2001.28038.62077.2401.578121.8854B25148.4000.0302.00010.34041.3603.853159.3604B25148.4000.0302.00010.34041.3603.853159.3604B25148.4000.0302.00010.34041.3603.853159.360第10页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率下部通长筋(第四4B25147.2000.0302.0009.14036.5603.853140.866跨)箍筋加密区箍筋A8@1501610.2500.7000.0300.1901.970120.8220.39547.725非加密区箍筋A8@20011610.2500.7000.0300.1901.970317.1570.395125.277腰筋4B12140.0300.9600.9003.6000.8883.1974.4L-A(5)上部通长筋2B161243.2000.0303.2001.28047.62095.2401.578150.289下部通长筋(第一4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通长筋(第二4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通长筋(第三4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通长筋(第四4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通长筋(第五4B25147.4000.0302.0009.34037.3603.853143.948跨)箍筋加密区箍筋A8@1501770.2500.7000.0300.1901.970151.0270.39559.656非加密区箍筋A8@20011560.2500.7000.0300.1901.970306.3230.395120.997侧边加密箍A81240.2500.7000.0300.1901.97047.2780.39518.675吊筋2B16182.2600.0302.26018.0801.57828.530腰筋4B121443.2000.0303.2000.96047.300189.2000.888168.0104.5KL-A(5)上部通长筋2B251243.2000.0305.0002.00050.140100.2803.853386.379下部通长筋(第一4B20148.4000.0302.00010.34041.3602.466101.994跨)下部通长筋(第二4B20148.4000.0302.00010.34041.3602.466101.994跨)第11页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率下部通长筋(第三4B20148.4000.0302.00010.34041.3602.466101.994跨)下部通长筋(第四4B20148.4000.0302.00010.34041.3602.466101.994跨)下部通长筋(第五4B20147.2000.0302.0009.14036.5602.46690.157跨)箍筋加密区箍筋A10@10011550.3001.0000.0300.2372.717421.1970.617259.879非加密区箍筋A10@20011280.3001.0000.0300.2372.717347.8270.617214.609侧边加密箍A101240.3001.0000.0300.2372.71765.2180.61740.239吊筋2B16182.2600.0302.26018.0801.57828.530腰筋6B121643.2000.0303.2000.96047.300283.8000.888252.0144.6KL-1(1)上部通长筋4B25148.4000.0302.00010.34041.3603.853159.360下部通长筋6B25168.4000.0302.00010.34062.0403.853239.040箍筋加密区箍筋A10@100150.4001.0000.0300.2372.91714.2953.85355.080非加密区箍筋A10@2001340.4001.0000.0300.2372.91797.7333.853376.565侧边加密箍A101120.4001.0000.0300.2372.91735.0093.853134.889吊筋2B16142.9100.0302.91011.6401.57818.368腰筋6B12168.4000.0300.9609.30055.8000.88849.5504.7KL-2(1)上部通长筋4B25448.4000.0302.00010.340165.4403.853637.440下部通长筋10B254108.4000.0302.00010.340413.6003.8531593.601箍筋加密区箍筋A10@100450.4001.0000.0300.2372.91757.1813.853220.319非加密区箍筋A10@2004340.4001.0000.0300.2372.917390.9323.8531506.259侧边加密箍A104120.4001.0000.0300.2372.917140.0353.853539.556吊筋3B22462.9100.0302.91069.8402.984208.403腰筋6B12468.4000.0300.9609.300223.2000.888198.2024.8L-1a(1)第12页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率上部通长筋2B14622.8500.0301.1203.91046.9201.20856.679下部通长筋2B25622.8500.0302.0004.79057.4803.853221.470箍筋加密区箍筋A8@1006160.2000.5000.0300.2371.517145.6700.39557.540非加密区箍筋A8@200660.2000.5000.0300.2371.51752.3500.39520.678腰筋2B12622.8500.0300.9603.75045.0000.88839.96019.5m梁KL-A(5A)上部通长筋2B252243.2000.0305.0002.00050.140200.5603.853772.758上部通长筋(第一3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通长筋(第二3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通长筋(第三3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通长筋(第四3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通长筋(第五3B25237.2000.0302.0009.14054.8403.853211.299跨)箍筋加密区箍筋A10@10021400.4000.9000.0300.2372.717760.8720.617469.458非加密区箍筋A10@20021360.4000.9000.0300.2372.717736.4150.617454.368腰筋6B122643.2000.0301.9200.96046.020552.2400.888490.3895.2WL-A(5)上部通长筋2B162243.2000.0303.8401.28048.260193.0401.578304.617上部通长筋(第一3B20238.4000.0301.6009.94059.6402.466147.072跨)上部通长筋(第二3B20238.4000.0301.6009.94059.6402.466147.072跨)第13页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率上部通长筋(第三3B20238.4000.0301.6009.94059.6402.466147.072跨)上部通长筋(第四3B20238.4000.0301.6009.94059.6402.466147.072跨)上部通长筋(第五3B20238.4000.0301.6009.94059.6402.466147.072跨)箍筋A8@20022100.2500.7000.0300.1901.970827.3660.394325.982腰筋4B122443.2000.0302.8800.96046.980375.8400.888333.7465.3KL-1(1)上部通长筋2B20128.4000.0301.6009.94019.8802.46649.024下部通长筋4B25148.4000.0302.00010.34041.3603.853159.360箍筋加密区箍筋A10@1001280.4000.9000.0300.2372.71776.0870.61746.946非加密区箍筋A10@2001280.4000.9000.0300.2372.71774.7290.61746.107侧边加密箍A101120.4000.9000.0300.2372.71732.6090.61720.120吊筋2B16142.9100.0301.2804.19016.7601.57826.4475.4KL-2(1)上部通长筋2B25428.4000.0302.00010.34082.7203.853318.720下部通长筋8B25488.4000.0302.00010.340330.8803.8531274.881箍筋加密区箍筋A10@1004280.4000.9000.0300.2372.717304.3490.617187.783非加密区箍筋A10@2004280.4000.9000.0300.2372.717298.9140.617184.430侧边加密箍A104120.4000.9000.0300.2372.717130.4350.61780.479吊筋3B16432.9100.0301.2804.19050.2801.57879.342吊筋3B20432.9100.0301.6004.51054.1202.466133.460腰筋6B12468.4000.0301.2809.620230.8803.853889.581第14页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号钢筋长宽高厚度间距长度长度长度构件名称围长度(M)(M)量(KG)重量(KG)(t)别/直径数量数量(M)(M)(M)(M)（M）率5.5WL-6(1)上部通长筋2B20128.4000.0301.6009.94019.8802.46649.024下部通长筋3B22138.4000.0301.76010.10030.3002.98490.415箍筋A8@2001820.2500.9000.0300.1902.370194.3330.39576.762腰筋4B12148.4000.0301.2809.62038.4803.853148.263小计30993.17730.993三板2.3m板(A~1/AX1~1/2)板底A8@150(X向)1013312.8004.9990.1500.0204.9990.1500.1250.4690.00013.394446.3880.617275.422板底A8@150(Y向)1018512.8004.9990.1500.02012.8000.1500.1250.4690.00013.3941142.9830.617705.221板面A8@150(X向)1013312.8004.9990.1500.0204.9990.1500.1250.4690.00013.394446.3880.617275.422板面A8@150(Y向)1018512.8004.9990.1500.02012.8000.1500.1250.4690.00013.3941142.9830.617705.221板凳筋1016412.8004.9990.1500.02063.9871.0000.1250.4690.00013.394857.0660.617528.810A8@1000X10001.2(A~BX1~1/1)板底A8@150(X向)101264.6293.8510.1500.0203.8510.1500.1250.1700.0004.924126.4090.61777.994板底A8@150(Y向)101314.6293.8510.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板面A8@150(X向)101264.6293.8510.1500.0203.8510.1500.1250.1700.0004.924126.4090.61777.994板面A8@150(Y向)101314.6293.8510.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板凳筋101184.6293.8510.1500.02017.8261.0000.1250.1700.0004.92487.7720.61754.155A8@1000X100025.1m板板底A8@150(X向)101594.6298.8500.1500.0208.8500.1500.1250.1700.0004.924290.5000.617179.239第15页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率板底A8@150(Y向)101314.6298.8500.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板面A8@150(X向)101594.6298.8500.1500.0208.8500.1500.1250.1700.0004.924290.5000.617179.239板面A8@150(Y向)101314.6298.8500.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板凳筋101414.6298.8500.1500.02040.9671.0000.1250.1700.0004.924201.7090.617124.454A8@1000X1000支座负筋(沿边布811674.6298.8500.1500.02025.0080.1500.0560.0000.0000.856142.7120.39556.371置)支座负筋(沿KL-A-81294.6298.8500.1500.0204.3290.1500.0560.0000.0001.65647.7920.39518.8782(1)布置)311.5m板3.13~6轴，A~B轴(面筋)X向A10@15015825.8000.0200.0560.0701.68027.5501588.7170.617980.238(面筋)Y向A10@15011709.0000.0200.0560.0700.5609.6301633.8900.6171008.110(底筋)X向A10@15015825.8000.0200.1000.1251.68027.6051591.8880.617982.195(底筋)Y向A10@15011709.0000.0200.1000.1250.5609.6851643.2220.6171013.86815*0.008A8@1000*1000马凳A8@*2+0.2+(1000*10012180.2-0.0200.832181.7420.39571.788筋筋00.002*2)*22~3轴，2/A~B轴(3块)(面筋)X向A10@1503189.0000.0200.0560.0700.5609.630510.3900.617314.911(面筋)Y向A10@1503583.0000.0200.0560.0703.070531.1100.617327.695(底筋)X向A10@1503189.0000.0200.1000.1250.5609.685513.3050.617316.709(底筋)Y向A10@1503583.0000.0200.1000.1253.125540.6250.617333.566第16页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率15*0.008A8@1000*1000马凳A8@*2+0.2+(1000*1001670.2-0.0200.83255.8110.39522.045筋筋00.002*2)*23.31~1/1轴，2/A~B轴(面筋)X向A10@1501193.1290.0200.0560.0703.19960.7810.61737.502(面筋)Y向A10@1501193.2000.0200.0560.0703.27060.5820.61737.379(底筋)X向A10@1501193.1290.0200.1000.1253.25461.8260.61738.147(底筋)Y向A10@1501193.2000.0200.1000.1253.32561.6010.61738.00815*0.008A8@1000*1000马凳A8@*2+0.2+(1000*100180.2-0.0200.8326.3570.3952.511筋筋00.002*2)*23.44/1轴,2/A~B轴(面筋)X向A10@1501191.2460.0200.0560.0701.31625.0040.61715.427(面筋)Y向A10@150163.2000.0200.0560.0703.27019.5330.61712.052(底筋)X向A10@1501191.2460.0200.1000.1251.37126.0490.61716.072(底筋)Y向A10@150163.2000.0200.1000.1253.32519.8610.61712.25415*0.008A8@1000*1000马凳A8@*2+0.2+(1000*100120.2-0.0200.8321.9710.3950.778筋筋00.002*2)*23.51~2/1轴,A~1/A轴(面筋)X向A10@1501195.9780.0200.0560.0706.048114.9120.61770.901(面筋)Y向A10@1501383.2000.0200.0560.0703.270122.6900.61775.700(底筋)X向A10@1501195.9780.0200.1000.1256.103115.9570.61771.545(底筋)Y向A10@1501383.2000.0200.1000.1253.325124.7540.61776.973第17页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率15*0.008A8@1000*1000马凳A8@*2+0.2+(1000*1001160.2-0.0200.83212.9950.3955.133筋筋00.002*2)*23.63/1~2轴,A~1/A轴(面筋)X向A10@1501192.0220.0200.0560.0702.09239.7480.61724.525(面筋)Y向A10@1501113.2000.0200.0560.0703.27036.4500.61722.489(底筋)X向A10@1501192.0220.0200.1000.1252.14740.7930.61725.169(底筋)Y向A10@1501113.2000.0200.1000.1253.32537.0630.61722.86815*0.008A8@1000*1000马凳A8@*2+0.2+(1000*100170.2-0.0200.8325.4750.3952.162筋筋00.002*2)*23.72~1/2轴,A~1/A轴(面筋)X向A10@1501192.7500.0200.0560.0702.82053.5800.61733.059(面筋)Y向A10@1501163.2000.0200.0560.0703.27052.3200.61732.281(底筋)X向A10@1501192.0220.0200.1000.1252.14740.7930.61725.169(底筋)Y向A10@1501113.2000.0200.1000.1253.32537.0630.61722.86815*0.008A8@1000*1000马凳A8@*2+0.2+(1000*100170.2-0.0200.8325.4750.3952.162筋筋00.002*2)*23.82/2~3轴,A~1/A轴(面筋)X向A10@1501194.7500.0200.0560.0704.82091.5800.61756.505(面筋)Y向A10@1501293.2000.0200.0560.0703.27095.9200.61759.183(底筋)X向A10@1501194.7500.0200.1000.1254.87592.6250.61757.150(底筋)Y向A10@1501293.2000.0200.1000.1253.32597.5330.61760.178第18页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程 --烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率15*0.008A8@1000*1000马凳A8@*2+0.2+(1000*1001120.2-0.0200.83210.1340.3954.003筋筋00.002*2)*23.92/1~3/1轴，1/A轴(面筋)X向A10@1501101.4000.0200.0560.0701.47014.1120.6178.707(面筋)Y向A10@150171.7900.0200.0560.0701.86013.0200.6178.033(底筋)X向A10@1501101.4000.0200.1000.1251.52514.6400.6179.033(底筋)Y向A10@150171.7900.0200.1000.1251.91513.4050.6178.27115*0.008A8@1000*1000马凳A8@*2+0.2+(1000*100110.2-0.0200.8321.1560.3950.457筋筋00.002*2)*23.10板洞加筋(圆形洞2A10180.9000.1251.0258.2000.6175.059口)板洞加筋(圆形洞2A10181.2000.1251.32510.6000.6176.540口)19.5m板1~6轴，A~B轴(面筋)X向A8@15015843.8000.0200.0560.05643.8562529.0290.395998.967(面筋)Y向A8@15012909.0000.0200.0560.0569.0562623.2210.3951036.172(底筋)X向A8@15015843.8000.0200.1000.10043.9002531.5670.395999.969(底筋)Y向A8@15012909.0000.0200.1000.1009.1002635.9670.3951041.20715*0.008A8@*2+0.2+(A8@1000*1000马凳13940.2-0.0200.832327.9740.395129.550筋筋1000*10000.002*2)*2小计14216.666第19页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程--烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率四柱1KZ2(0.00~19.5m)4B32321240.6000.60019.5000.0302.7733.99026.2031257.7606.3137940.2390.0005B323212200.6000.60019.5000.0302.7730.00022.2135331.2006.31333655.8660.000A10@100(4)外10121960.6000.60019.5000.03019.5000.1000.2370.0000.0002.3975638.6850.6173479.0690.000A10@100(4)内10123910.2000.60019.5000.03019.5000.1000.2370.0000.0000.7973741.4010.6172308.4440.000箍筋2A10101220.6000.60019.5000.0300.2370.0000.0002.39757.5380.61735.5010.0002KZ3(0.00~5.10m)4B2525340.4000.4005.1000.0300.0003.1508.19098.2803.850378.3780.0002B2525380.4000.4005.1000.0300.0005.040120.9603.850465.6960.000A10@100(4)外103520.4000.4005.1000.0305.1000.1000.2370.0000.0001.597249.1940.617153.7530.000A10@100(4)内1031030.1200.4005.1000.0305.1000.1000.2370.0000.0001.037320.5570.617197.7830.000箍筋2A1010320.6000.60019.5000.0300.2370.0000.0002.39714.3840.6178.8750.0003KZ4(0.00~5.10m)4B2525140.3000.3005.1000.0300.0003.1508.19032.7603.850126.1260.0002B2525180.3000.3005.1000.0300.0005.04040.3203.850155.2320.000A10@100(4)外101520.3000.3005.1000.0305.1000.1000.2370.0000.0001.19762.2650.61738.4170.000A10@100(4)内1011030.1000.3005.1000.0305.1000.1000.2370.0000.0000.79782.1320.61750.6760.000箍筋2A1010120.3000.3005.1000.0300.2370.0000.0001.1972.3950.6171.4780.000第20页，共44页钢筋计算稿工程名称:干粉砂浆生产线土建工程--烘干炉钢筋级构件单构件保护层布筋范钢筋弯钩搭接锚固单根钢筋总长理论重损耗总重量序号构件名称钢筋长宽高厚度间距长度长度长度别/直径数量围长度(M)(M)量(KG)重量(KG)(t)数量(M)(M)(M)(M)（M）率4KZ4(0.00~2.30m)4B25251240.3000.3002.3000.0300.0003.1505.390258.7203.850996.0720.0002B25251280.3000.3002.3000.0300.0003.1505.390517.4403.8501992.1440.000A10@100(4)外1012240.3000.3002.3000.0302.3000.1000.2370.0000.