序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)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钢 筋 计 算 稿
工程名称:干粉砂浆生产线土建工程--烘干炉
第 1 页，共 44 页序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)钢 筋 计 算 稿
工程名称:干粉砂浆生产线土建工程--烘干炉
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@50010162.1002.5502.7000.0402.5500.5000.1250.0000.0000.5453.3250.6172.051侧壁钢筋B12@125122162.1002.5502.7000.0402.0200.1250.0840.0000.4503.154101.9370.88890.520侧壁钢筋B12@150122132.1002.5502.7000.0402.0200.1500.0840.0000.4503.15484.9480.88875.434侧壁钢筋B12@150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.403侧壁钢筋B12@125122202.1002.5502.7000.0402.4700.1250.0840.0000.4503.154124.6460.888110.686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1基础梁1.1KDL-A-1(1)上部通长筋3B22133.5790.0301.7605.27915.8372.98447.258下部通长筋3B22133.5790.0301.7605.27915.8372.98447.2582.55m方向
2.10m方向
第 2 页，共 44 页序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)钢 筋 计 算 稿
工程名称:干粉砂浆生产线土建工程--烘干炉
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（1~3跨）3B22337.9500.0301.7609.65086.8502.984259.160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 页序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)钢 筋 计 算 稿
工程名称:干粉砂浆生产线土建工程--烘干炉
下部通长筋(第一跨)6B22164.1040.0301.7605.80434.8242.984103.915下部通长筋(第二跨)6B22162.6250.0301.7604.32525.9502.98477.435下部通长筋(第三跨)6B22162.7410.0301.7604.44126.6462.98479.512下部通长筋(第四跨)6B22160.9450.0301.7602.64515.8702.98447.356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(第一跨)3B22133.5790.0301.7605.27915.8372.98447.258下部通长筋(第二跨)3B22133.3210.0301.7605.02115.0632.98444.948下部通长筋(第三跨)3B22137.9500.0301.7609.65028.9502.98486.387下部通长筋(第四跨)3B22137.9500.0301.7609.65028.9502.98486.387下部通长筋(第五跨)3B22137.9500.0301.7609.65028.9502.98486.387下部通长筋(第六跨)3B22137.4750.0301.7609.17527.5252.98482.135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