工程量全套自動(dòng)計(jì)算表格及實(shí)例范本分享

鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率一承臺(tái)基礎(chǔ)1CT1縱向底筋（X向）B12@1502071.0500.0400.1500.1501.120152.3200.888135.260縱向底筋（Y向）B12@1502071.0500.0400.1500.1501.120152.3200.888135.260縱向面筋（X向）B12@1502073.0500.0400.1500.1502.960402.5600.888357.473縱向面筋（Y向）B12@1502071.0500.0400.1500.1181.088147.9140.888131.347腰筋B12@1502061.0500.0400.1500.1501.120144.8530.888128.6302CT2縱向底筋（X向）B12@150181.2000.0400.1500.1501.2709.9060.8888.797縱向底筋（Y向）B12@150181.2000.0400.1500.1501.2709.9060.8888.797縱向面筋（X向）B12@150183.2000.0400.1500.1503.11024.2580.88821.541縱向面筋（Y向）B12@150181.2000.0400.1500.1181.2389.6530.8888.572腰筋B12@150161.2000.0400.1500.1501.2707.6200.8886.7673CT5所有縱筋B20@1002502.4000.0400.1000.4802.800280.0002.466690.480箍筋B12@1002231.6001.0000.0400.1000.2855.325247.0740.888219.4024JC1上部縱筋B12@150332.5300.0400.1500.1182.40822.6310.88820.097上部縱筋B12@150390.5000.0400.1500.1440.56414.6640.88813.022下部縱筋B12@150331.3300.0400.1500.1181.25011.2500.8889.990下部縱筋B12@150390.5000.0400.1500.1440.56415.2280.88813.522拉筋A(yù)10@500360.6000.0400.5000.1250.64511.6100.6177.163腰筋B12@150340.5000.0400.1500.1180.5386.1290.8885.4425JC2上部縱筋B12@100193.0600.0400.1000.1182.93827.0260.88823.999上部縱筋B12@1001141.0000.0400.1000.1441.06414.6830.88813.039下部縱筋B12@150161.4600.0400.1500.1181.3808.9240.8887.925下部縱筋B12@1501101.0000.0400.1500.1441.06410.1430.8889.007拉筋A(yù)10@5001190.8000.0400.5000.1250.84516.1110.6179.941腰筋B12@150191.0000.0400.1500.1181.0389.6150.8888.5386JC3第1頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率上部縱筋B12@1501264.1400.0400.1500.1184.018104.7250.88892.996上部縱筋B12@1501193.9400.0400.1500.1444.00477.6780.88868.978下部縱筋B12@1501262.9400.0400.1500.1182.86074.5510.88866.201下部縱筋B12@1501193.9400.0400.1500.1444.00477.6780.88868.978拉筋A(yù)10@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頂部面筋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頂部底筋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側(cè)壁鋼筋B12@125122162.1002.5502.7000.0402.0200.1250.0840.0000.4503.154101.9370.88890.520方向側(cè)壁鋼筋B12@150122132.1002.5502.7000.0402.0200.1500.0840.0000.4503.15484.9480.88875.434側(cè)壁鋼筋B12@150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4032.10m側(cè)壁鋼筋B12@125122202.1002.5502.7000.0402.4700.1250.0840.0000.4503.154124.6460.888110.686方向側(cè)壁鋼筋B12@150122162.1002.5502.7000.0402.4700.1500.0840.0000.4503.154103.8720.88892.238側(cè)壁鋼筋B12@150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4038JC5上部縱筋B12@150162.4000.0400.1500.1182.27814.7280.88813.079上部縱筋B12@150181.0000.0400.1500.1441.0648.2990.8887.370下部縱筋B12@150161.2000.0400.1500.1181.1207.2430.8886.431下部縱筋B12@150181.0000.0400.1500.1441.0648.2990.8887.370拉筋A(yù)10@500180.6000.0400.5000.1250.6455.1770.6173.194腰筋B12@150171.0000.0400.1500.1181.0386.8480.8886.081小計(jì)3082.1813.082二梁基礎(chǔ)梁KDL-A-1(1)上部通長筋3B22133.5790.0301.7605.27915.8372.98447.258下部通長筋3B22133.5790.0301.7605.27915.8372.98447.258第2頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率箍筋加密區(qū)箍筋A(yù)8@1001220.3000.7000.0300.1902.07045.5380.39517.988非加密區(qū)箍筋A(yù)8@200160.3000.7000.0300.1902.07013.2370.3955.2291.2KDL-A-2(2A)上部通長筋4B25147.3610.0302.0009.36137.4443.853144.272下部通長筋挑檐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A(yù)10@1001440.4001.0000.0300.2372.917127.2280.61778.500側(cè)邊加密箍A10@100160.4001.0000.0300.2372.91717.5040.61710.8001.3KDL-A-3(3)上部通長筋3B221322.1750.0302.4641.76026.33979.0172.984235.787下部通長筋（1~33B22337.9500.0301.7609.65086.8502.984259.160跨）箍筋加密區(qū)箍筋A(yù)8@1003250.3000.8000.0300.1902.270170.2440.39567.246非加密區(qū)箍筋A(yù)8@2003270.3000.8000.0300.1902.270182.1610.39571.954腰筋4B121422.1750.0302.4641.76026.339105.3560.88893.5561.4DL-A-1(1A)上部通長筋4B25245.0360.0302.0006.97655.8083.853215.028下部通長筋(挑檐)4B25241.3200.0302.0003.26026.0803.853100.486下部通長筋(跨)4B25243.1160.0302.0005.05640.4483.853155.846箍筋加密區(qū)箍筋A(yù)8@1002440.4001.0000.0300.1902.870250.8310.39599.078非加密區(qū)箍筋A(yù)8@200210.4001.0000.0300.1902.8703.3290.3951.315腰筋6B12265.0360.0300.9605.93671.2320.88863.2541.5KDL-A-2(4)上部通長筋4B251411.4050.0301.4002.00014.74558.9803.853227.250第3頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率下部通長筋(第一6B22164.1040.0301.7605.80434.8242.984103.915跨)下部通長筋(第二6B22162.6250.0301.7604.32525.9502.98477.435跨)下部通長筋(第三6B22162.7410.0301.7604.44126.6462.98479.512跨)下部通長筋(第四6B22160.9450.0301.7602.64515.8702.98447.356跨)箍筋A(yù)10@10011130.4001.0000.0300.2372.917330.9790.617204.214腰筋6B121611.4050.0300.96012.30573.8300.88865.561側(cè)邊加密箍A101120.4001.0000.0300.2372.91735.0090.61721.6001.6KDL-B-1(6)上部通長筋3B221342.2750.0306.1601.76050.135150.4052.984448.809下部通長筋(第一3B22133.5790.0301.7605.27915.8372.98447.258跨)下部通長筋(第二3B22133.3210.0301.7605.02115.0632.98444.948跨)下部通長筋(第三3B22137.9500.0301.7609.65028.9502.98486.387跨)下部通長筋(第四3B22137.9500.0301.7609.65028.9502.98486.387跨)下部通長筋(第五3B22137.9500.0301.7609.65028.9502.98486.387跨)下部通長筋(第六3B22137.4750.0301.7609.17527.5252.98482.135跨)箍筋加密區(qū)箍筋A(yù)8@10011500.3000.8000.0300.1902.270340.4880.395134.493非加密區(qū)箍筋A(yù)8@20011120.3000.8000.0300.1902.270254.5150.395100.533腰筋4B121442.2750.0303.3600.96046.535186.1400.888165.2921.7KDL-1-1(2)上部通長筋3B20137.9500.0301.6009.49028.4702.46670.207第4頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率下部通長筋(第一3B20134.0990.0301.6005.63916.9172.46641.717跨)下部通長筋(第二3B20132.8010.0301.6004.34113.0232.46632.115跨)箍筋加密區(qū)箍筋A(yù)8@1001440.3000.7000.0300.1902.07091.0760.39535.975非加密區(qū)箍筋A(yù)8@2001130.3000.7000.0300.1902.07025.8740.39510.220腰筋4B12137.9500.0300.9608.85026.5500.88823.5761.8KDL-2-1(2)上部通長筋4B25147.9500.0302.0009.89039.5602.46697.555下部通長筋(第一4B25144.9500.0302.0006.89027.5602.46667.963跨)下部通長筋(第二4B25142.2750.0302.0004.21516.8602.46641.577跨)箍筋加密區(qū)箍筋A(yù)10@1001620.3001.0000.0300.2372.717168.4790.617103.951非加密區(qū)箍筋A(yù)10@100140.3001.0000.0300.2372.7179.5110.6175.868腰筋6B12160.0300.9600.9005.4000.8884.795側(cè)邊加密箍A10160.3001.0000.0300.2372.71716.3040.61710.0601.9KDL-1-2(1)上部通長筋4B22344.4740.0301.7606.17474.0882.984221.079下部通長筋4B25344.4740.0302.0006.41476.9683.984306.641箍筋A(yù)8@1003380.4001.0000.0300.1902.870330.6150.395130.593腰筋6B12364.4740.0300.9605.37496.7320.88885.898側(cè)邊加密箍A83120.4001.0000.0300.1902.870103.3170.39540.8101.10KDL-2-1(1)上部通長筋4B25147.8750.0302.0009.81539.2603.853151.269下部通長筋4B25147.8750.0302.0009.81539.2603.853151.269箍筋A(yù)10@1001780.4001.0000.0300.2372.917227.2650.617140.223腰筋4B12140.0300.9600.9003.6000.8883.197側(cè)邊加密箍A101180.4001.0000.0300.2372.91752.5130.61732.401第5頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率1.11KDL-3-1(1)上部通長筋3B22437.9500.0301.7609.650115.8002.984345.547下部通長筋3B22437.9500.0301.7609.650115.8002.984345.547箍筋加密區(qū)箍筋A(yù)8@1004250.3000.8000.0300.1902.270226.9920.39589.662非加密區(qū)箍筋A(yù)8@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)上部通長筋2B22124.1290.0301.7605.82911.6582.98434.787下部通長筋2B22124.1290.0301.7605.82911.6582.98434.787箍筋A(yù)8@1001400.3000.5000.0300.1901.67067.2810.39526.5762.2KL-A-3(3)上部通長筋3B251312.4500.0301.4002.00015.79047.3703.853182.517下部通長筋(第一3B22138.6500.0301.76010.35031.0502.98492.653跨)下部通長筋(第二3B22133.1160.0301.7604.81614.4482.98443.113跨)下部通長筋(第三3B22131.3200.0301.7603.0209.0602.98427.035跨)箍筋A(yù)8@10011180.3000.5000.0300.1901.670196.2160.39577.505側(cè)邊加密箍A8160.3000.5000.0300.1901.67010.0200.3953.958吊筋2B16122.3602.3604.7201.5787.4482.3KL-A-2(2)上部通長筋2B25124.7360.0302.0006.67613.3523.85351.445下部通長筋(第一3B22133.1160.0301.7604.81614.4482.98443.113跨)下部通長筋(第二3B22131.3200.0301.7603.0209.0602.98427.035跨)箍筋A(yù)8@1001430.3000.5000.0300.1901.67072.4080.39528.601側(cè)邊加密箍A8160.3000.5000.0300.1901.67010.0200.3953.958第6頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率吊筋2B16122.3600.0302.3604.7201.5787.4482.4L-A-1(1)上部通長筋2B16124.3290.0301.2805.54911.0982.98433.116下部通長筋3B22134.3290.0301.7606.02918.0872.98453.972箍筋A(yù)8@1001420.2500.4500.0300.1901.47061.2810.39524.2062.5KL-A-1(5)上部通長筋3B251312.3500.0301.4002.00015.69047.0703.853181.361下部通長筋(第一2B22124.1790.0301.7605.87911.7582.98435.086跨)下部通長筋(第二2B22122.7850.0301.7604.4858.9702.98426.766跨)下部通長筋(第三2B22120.7860.0301.7602.4864.9722.98414.836跨)下部通長筋(第四2B22121.7300.0301.7603.4306.8602.98420.470跨)下部通長筋(第五2B22121.3200.0301.7603.0206.0402.98418.023跨)箍筋A(yù)8@10011080.3000.5000.0300.2371.717185.4790.39573.2642.6KL-1-1(2)上部通長筋2B25128.4000.0302.00010.34020.6803.85379.680下部通長筋(第一3B25134.6450.0302.0006.58519.7553.85376.116跨)下部通長筋(第二3B25133.3510.0302.0005.29115.8733.85361.159跨)箍筋加密區(qū)箍筋A(yù)8@1001320.3000.5000.0300.1901.67053.4370.39521.108非加密區(qū)箍筋A(yù)8@200180.3000.5000.0300.1901.67012.8580.3955.079側(cè)邊加密箍A8160.3000.5000.0300.1901.67010.0200.3953.958吊筋2B16122.1600.0302.1604.3201.5786.8172.7KL-1-2(2)上部通長筋2B25128.5500.0302.00010.49020.9803.85380.836第7頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率下部通長筋(第一3B25135.3500.0302.0007.29021.8703.85384.265跨)下部通長筋(第二3B25132.8500.0302.0004.79014.3703.85355.368跨)箍筋加密區(qū)箍筋A(yù)8@1001320.3000.5000.0300.1901.67053.4370.39521.108非加密區(qū)箍筋A(yù)8@2001250.3000.5000.0300.1901.67041.7480.39516.490側(cè)邊加密箍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)上部通長筋3B25334.5490.0302.0006.48958.4013.853225.019下部通長筋(第一2B25321.1650.0302.0003.10518.6303.85371.781跨)下部通長筋(第二2B25321.7900.0302.0003.73022.3803.85386.230跨)下部通長筋(第三2B25321.1440.0302.0003.08418.5043.85371.296跨)箍筋A(yù)8@1003400.3000.5000.0300.1901.670200.3400.39579.1342.9L-2-1(1)上部通長筋2B14121.7900.0301.1202.8505.7001.2086.886下部通長筋2B25121.7900.0302.0003.7307.4603.85328.743箍筋A(yù)8@1001180.2000.4000.0300.1761.25622.4820.3958.88135.10m梁3.1KL-A-1(1)上部通長筋2B20224.1290.0301.6005.66922.6762.46655.919下部通長筋2B22224.1290.0301.7605.82923.3162.46657.497箍筋加密區(qū)箍筋A(yù)8@1002190.3000.6000.0300.1901.87071.0570.39528.067非加密區(qū)箍筋A(yù)8@2002110.3000.6000.0300.1901.87039.8110.39515.7253.2KL-A-2(1)第8頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率上部通長筋2B20224.2790.0301.6005.81923.2762.46657.399下部通長筋2B22224.2790.0301.7605.97923.9162.46658.977箍筋加密區(qū)箍筋A(yù)8@1001190.2500.5000.0300.1901.57029.8280.39511.782非加密區(qū)箍筋A(yù)8@2001110.2500.5000.0300.1901.57017.8890.3957.0663.3KL-1-1(2)上部通長筋2B25128.4000.0302.00010.34020.6803.85379.680下部通長筋(第一3B22134.6490.0301.7606.34919.0472.98456.836跨)下部通長筋(第二3B22133.3510.0301.7605.05115.1532.98445.217跨)箍筋加密區(qū)箍筋A(yù)8@1001380.3000.6000.0300.1901.87071.0570.39528.067非加密區(qū)箍筋A(yù)8@2001210.3000.6000.0300.1901.87039.2680.39515.5113.4KL-1-1(2)上部通長筋2B25128.6000.0302.00010.54021.0803.85381.221下部通長筋(第一3B25135.3500.0302.0007.29021.8703.85384.265跨)下部通長筋(第二3B25132.8500.0302.0004.79014.3703.85355.368跨)箍筋加密區(qū)箍筋A(yù)8@1001380.3000.6000.0300.1901.87071.0570.39528.067非加密區(qū)箍筋A(yù)8@2001220.3000.6000.0300.1901.87041.1380.39516.250側(cè)邊加密箍A8160.3000.6000.0300.1901.87011.2200.3954.432吊筋2B16122.3100.0302.3104.6201.5787.290411.5m梁4.1KL-B(5)上部通長筋2B251243.2000.0305.0002.00050.140100.2803.853386.379下部通長筋(第一4B20148.4000.0301.6009.94039.7602.46698.048跨)第9頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率下部通長筋(第二4B20148.4000.0301.6009.94039.7602.46698.048跨)下部通長筋(第三4B20148.4000.0301.6009.94039.7602.46698.048跨)下部通長筋(第四4B20148.4000.0301.6009.94039.7602.46698.048跨)下部通長筋(第五4B20147.2000.0301.6008.74034.9602.46686.211跨)箍筋加密區(qū)箍筋A(yù)10@1001610.3001.0000.0303.0000.1000.2372.717165.7610.617102.275非加密區(qū)箍筋A(yù)10@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)上部通長筋2B16128.6000.0301.2809.82019.6401.57830.992下部通長筋4B25148.6000.0302.00010.54042.1603.853162.442箍筋加密區(qū)箍筋A(yù)8@1501150.2500.7000.0300.1901.97030.2050.39511.931非加密區(qū)箍筋A(yù)8@2001320.2500.7000.0300.1901.97062.0520.39524.511側(cè)邊加密箍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)上部通長筋下部通長筋(第一跨)下部通長筋(第二跨)下部通長筋(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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率下部通長筋(第四4B25147.2000.0302.0009.14036.5603.853140.866跨)箍筋加密區(qū)箍筋A(yù)8@1501610.2500.7000.0300.1901.970120.8220.39547.725非加密區(qū)箍筋A(yù)8@20011610.2500.7000.0300.1901.970317.1570.395125.277腰筋4B12140.0300.9600.9003.6000.8883.1974.4L-A(5)上部通長筋2B161243.2000.0303.2001.28047.62095.2401.578150.289下部通長筋(第一4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通長筋(第二4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通長筋(第三4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通長筋(第四4B25148.6000.0302.00010.54042.1603.853162.442跨)下部通長筋(第五4B25147.4000.0302.0009.34037.3603.853143.948跨)箍筋加密區(qū)箍筋A(yù)8@1501770.2500.7000.0300.1901.970151.0270.39559.656非加密區(qū)箍筋A(yù)8@20011560.2500.7000.0300.1901.970306.3230.395120.997側(cè)邊加密箍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)上部通長筋2B251243.2000.0305.0002.00050.140100.2803.853386.379下部通長筋(第一4B20148.4000.0302.00010.34041.3602.466101.994跨)下部通長筋(第二4B20148.4000.0302.00010.34041.3602.466101.994跨)第11頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率下部通長筋(第三4B20148.4000.0302.00010.34041.3602.466101.994跨)下部通長筋(第四4B20148.4000.0302.00010.34041.3602.466101.994跨)下部通長筋(第五4B20147.2000.0302.0009.14036.5602.46690.157跨)箍筋加密區(qū)箍筋A(yù)10@10011550.3001.0000.0300.2372.717421.1970.617259.879非加密區(qū)箍筋A(yù)10@20011280.3001.0000.0300.2372.717347.8270.617214.609側(cè)邊加密箍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)上部通長筋4B25148.4000.0302.00010.34041.3603.853159.360下部通長筋6B25168.4000.0302.00010.34062.0403.853239.040箍筋加密區(qū)箍筋A(yù)10@100150.4001.0000.0300.2372.91714.2953.85355.080非加密區(qū)箍筋A(yù)10@2001340.4001.0000.0300.2372.91797.7333.853376.565側(cè)邊加密箍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)上部通長筋4B25448.4000.0302.00010.340165.4403.853637.440下部通長筋10B254108.4000.0302.00010.340413.6003.8531593.601箍筋加密區(qū)箍筋A(yù)10@100450.4001.0000.0300.2372.91757.1813.853220.319非加密區(qū)箍筋A(yù)10@2004340.4001.0000.0300.2372.917390.9323.8531506.259側(cè)邊加密箍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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率上部通長筋2B14622.8500.0301.1203.91046.9201.20856.679下部通長筋2B25622.8500.0302.0004.79057.4803.853221.470箍筋加密區(qū)箍筋A(yù)8@1006160.2000.5000.0300.2371.517145.6700.39557.540非加密區(qū)箍筋A(yù)8@200660.2000.5000.0300.2371.51752.3500.39520.678腰筋2B12622.8500.0300.9603.75045.0000.88839.96019.5m梁KL-A(5A)上部通長筋2B252243.2000.0305.0002.00050.140200.5603.853772.758上部通長筋(第一3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通長筋(第二3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通長筋(第三3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通長筋(第四3B25238.4000.0302.00010.34062.0403.853239.040跨)上部通長筋(第五3B25237.2000.0302.0009.14054.8403.853211.299跨)箍筋加密區(qū)箍筋A(yù)10@10021400.4000.9000.0300.2372.717760.8720.617469.458非加密區(qū)箍筋A(yù)10@20021360.4000.9000.0300.2372.717736.4150.617454.368腰筋6B122643.2000.0301.9200.96046.020552.2400.888490.3895.2WL-A(5)上部通長筋2B162243.2000.0303.8401.28048.260193.0401.578304.617上部通長筋(第一3B20238.4000.0301.6009.94059.6402.466147.072跨)上部通長筋(第二3B20238.4000.0301.6009.94059.6402.466147.072跨)第13頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率上部通長筋(第三3B20238.4000.0301.6009.94059.6402.466147.072跨)上部通長筋(第四3B20238.4000.0301.6009.94059.6402.466147.072跨)上部通長筋(第五3B20238.4000.0301.6009.94059.6402.466147.072跨)箍筋A(yù)8@20022100.2500.7000.0300.1901.970827.3660.394325.982腰筋4B122443.2000.0302.8800.96046.980375.8400.888333.7465.3KL-1(1)上部通長筋2B20128.4000.0301.6009.94019.8802.46649.024下部通長筋4B25148.4000.0302.00010.34041.3603.853159.360箍筋加密區(qū)箍筋A(yù)10@1001280.4000.9000.0300.2372.71776.0870.61746.946非加密區(qū)箍筋A(yù)10@2001280.4000.9000.0300.2372.71774.7290.61746.107側(cè)邊加密箍A101120.4000.9000.0300.2372.71732.6090.61720.120吊筋2B16142.9100.0301.2804.19016.7601.57826.4475.4KL-2(1)上部通長筋2B25428.4000.0302.00010.34082.7203.853318.720下部通長筋8B25488.4000.0302.00010.340330.8803.8531274.881箍筋加密區(qū)箍筋A(yù)10@1004280.4000.9000.0300.2372.717304.3490.617187.783非加密區(qū)箍筋A(yù)10@2004280.4000.9000.0300.2372.717298.9140.617184.430側(cè)邊加密箍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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)鋼筋長寬高厚度間距長度長度長度構(gòu)件名稱圍長度(M)(M)量(KG)重量(KG)(t)別/直徑數(shù)量數(shù)量(M)(M)(M)(M)（M）率5.5WL-6(1)上部通長筋2B20128.4000.0301.6009.94019.8802.46649.024下部通長筋3B22138.4000.0301.76010.10030.3002.98490.415箍筋A(yù)8@2001820.2500.9000.0300.1902.370194.3330.39576.762腰筋4B12148.4000.0301.2809.62038.4803.853148.263小計(jì)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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)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支座負(fù)筋(沿邊布811674.6298.8500.1500.02025.0080.1500.0560.0000.0000.856142.7120.39556.371置)支座負(fù)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軸，A~B軸(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馬凳A8@*2+0.2+(1000*10012180.2-0.0200.832181.7420.39571.788筋筋00.002*2)*22~3軸，2/A~B軸(3塊)(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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率15*0.008A8@1000*1000馬凳A8@*2+0.2+(1000*1001670.2-0.0200.83255.8110.39522.045筋筋00.002*2)*23.31~1/1軸，2/A~B軸(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馬凳A8@*2+0.2+(1000*100180.2-0.0200.8326.3570.3952.511筋筋00.002*2)*23.44/1軸,2/A~B軸(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馬凳A8@*2+0.2+(1000*100120.2-0.0200.8321.9710.3950.778筋筋00.002*2)*23.51~2/1軸,A~1/A軸(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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率15*0.008A8@1000*1000馬凳A8@*2+0.2+(1000*1001160.2-0.0200.83212.9950.3955.133筋筋00.002*2)*23.63/1~2軸,A~1/A軸(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馬凳A8@*2+0.2+(1000*100170.2-0.0200.8325.4750.3952.162筋筋00.002*2)*23.72~1/2軸,A~1/A軸(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馬凳A8@*2+0.2+(1000*100170.2-0.0200.8325.4750.3952.162筋筋00.002*2)*23.82/2~3軸,A~1/A軸(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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程 --烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)量(M)(M)(M)(M)（M）率15*0.008A8@1000*1000馬凳A8@*2+0.2+(1000*1001120.2-0.0200.83210.1340.3954.003筋筋00.002*2)*23.92/1~3/1軸，1/A軸(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馬凳A8@*2+0.2+(1000*100110.2-0.0200.8321.1560.3950.457筋筋00.002*2)*23.10板洞加筋(圓形洞2A10180.9000.1251.0258.2000.6175.059口)板洞加筋(圓形洞2A10181.2000.1251.32510.6000.6176.540口)19.5m板1~6軸，A~B軸(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馬凳13940.2-0.0200.832327.9740.395129.550筋筋1000*10000.002*2)*2小計(jì)14216.666第19頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程--烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)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)內(nèi)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)內(nèi)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)內(nèi)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頁，共44頁鋼筋計(jì)算稿工程名稱:干粉砂漿生產(chǎn)線土建工程--烘干爐鋼筋級(jí)構(gòu)件單構(gòu)件保護(hù)層布筋范鋼筋彎鉤搭接錨固單根鋼筋總長理論重?fù)p耗總重量序號(hào)構(gòu)件名稱鋼筋長寬高厚度間距長度長度長度別/直徑數(shù)量圍長度(M)(M)量(KG)重量(KG)(t)數(shù)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.