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1、梁梁鋼鋼筋筋構件名稱鋼筋位置數量鋼筋級別鋼筋直徑鋼筋根數箍筋間距(mm)梁寬(m)梁高(m)板厚1(m)板厚2(m)左端跨及單跨凈跨2 凈跨3右端凈跨5邊左支1相同中支2相同中支3相同中支4邊右支4左支錨固右支錨固ABCDEFGHIJKLMNOPQRSTUVWX樓樓層層()()層層 標標高高 (10.650(10.650米米)砼號C5030ZKL1A212510錨固倍數0.42.180.20.25.980.50.6 邊底筋22524305.980.50.60.875 0.975底筋225243000底筋2-00 邊底筋2-00000面筋2256302.185.980000.50000.6 中支2、12-5.980.5 中支12-00 中支12-00 中支22-5.980.5 中支22-00 中支22-00a邊支12-左跨005.980.5a邊支22254左跨302.185.980.5a邊支12-右跨0000.6a邊支22254右跨302.1800.6架立筋2-05.98架立筋2-00架立筋2-00吊筋2-0.42.181.15N腰筋216200.480.42.180.2梁口加密5.980000.50000.6M箍筋212650.10.10.42.18485.98000內箍數底筋數 間格數M 內箍筋212650.10.10.42.18485.98000161拉鉤2103090.20.423、.185.98000ZKL3aA212510錨固倍數0.420.20.25.980.50.5 邊底筋22512305.980.50.50.875 0.875面筋22563025.980000.50000.5a邊支22253左跨3025.980.5a邊支22253右跨30200.5N腰筋216200.480.420.2梁口加密5.980000.50000.5M箍筋212650.10.10.42485.98000內箍數底筋數 間格數M 內箍筋212650.10.10.42485.98000161拉鉤2103090.20.425.98000ZKL4A21259錨固倍數0.41.50.20.25.384、1.10.4 邊底筋22510305.381.10.40.75 0.775面筋2256301.55.380001.10000.4a邊支22253左跨301.55.381.1a邊支22252右跨301.500.4N腰筋216140.480.41.50.2梁口加密5.380001.10000.4M箍筋212590.10.10.41.5485.38000內箍數底筋數 間格數M 內箍筋212590.10.10.41.5485.38000161拉鉤2101950.20.41.55.38000ZKL5A21259錨固倍數0.42.180.20.25.181.31.1 邊底筋22510305.181.31.5、10.750.75面筋2256302.185.180001.30001.1a邊支22254左跨302.185.181.3a邊支22254右跨302.1801.1N腰筋216200.480.42.180.2梁口加密5.180001.30001.1M箍筋212570.10.10.42.18485.18000內箍數底筋數 間格數M 內箍筋212570.10.10.42.18485.18000161拉鉤2102690.20.42.185.18000ZKL8A212524錨固倍數0.42.180.20.22.942.7105.850.50.50.50.3 邊底筋2259302.940.500.875 06、.375底筋2259302.710.375 邊底筋2259305.850.30.75 0.675面筋2256302.182.942.7105.850.50.50.500.3 中支22253302.940.5 中支22253305.850.5a邊支22253左跨302.182.940.5a邊支22253右跨302.185.850.3N腰筋216200.480.42.180.2梁口加密2.942.7105.850.50.50.500.3M箍筋212117.5 0.10.10.42.18482.942.7105.85內箍數底筋數 間格數M 內箍筋212117.5 0.10.10.42.18482.97、42.7105.85161拉鉤2105850.20.42.182.942.7105.85ZKL11A212523錨固倍數0.420.20.22.942.7105.790.50.50.50.5 邊底筋2258302.940.500.875 0.375底筋2258302.710.375 邊底筋22512305.790.50.75 0.875面筋22563022.942.7105.790.50.50.500.5 中支22252302.940.5 中支22252305.790.5a邊支22252左跨3022.940.5a邊支22253右跨3025.790.5N腰筋216200.480.420.2梁口加8、密2.942.7105.790.50.50.500.5M箍筋212116.9 0.10.10.4215302.942.7105.79內箍數底筋數 間格數M 內箍筋212116.9 0.10.10.4215302.942.7105.79161拉鉤2105820.20.422.942.7105.79ZKL14A21252錨固倍數0.42.180.20.21.650.50.6 邊底筋2259301.650.50.60.875 0.975面筋2259302.181.650000.50000.6N腰筋216200.480.42.180.2梁口加密1.650000.50000.6M箍筋212180.10.9、10.42.18001.65000內箍數底筋數 間格數M 內箍筋212180.10.10.42.18001.65000161拉鉤210930.20.42.181.65000ZKL15A212518錨固倍數0.82.180.20.24.055.590.50.50.8 邊底筋22519304.050.500.875 0.375 邊底筋22534305.590.80.750.75面筋22512302.184.05005.590.50.5000.8 中支22256305.590a邊支22256左跨302.184.050.5a邊支22256右跨302.185.590.8N腰筋216200.480.82.10、180.2梁口加密4.05005.590.50.5000.8M箍筋212990.10.10.82.18004.05005.59內箍數底筋數 間格數M 內箍筋2122970.10.10.82.18004.05005.59361拉鉤2104920.20.82.184.05005.59ZKL17A21257錨固倍數0.42.180.22.550.50.7 邊底筋22510302.550.50.70.875 1.075面筋2256302.182.550000.50000.7a邊支22254左跨302.182.550.5a邊支22254右跨302.1800.7N腰筋216200.480.42.180.211、梁口加密2.550000.50000.7M箍筋212270.10.10.42.18002.55000內箍數底筋數 間格數M 內箍筋212270.10.10.42.18002.55000161拉鉤2101380.20.42.182.55000ZKL18A21257錨固倍數0.41.50.20.22.750.40.5 邊底筋2257302.750.40.50.775 0.875面筋2255301.52.750000.40000.5a邊支22252左跨301.52.750.4a邊支22252右跨301.500.5N腰筋216140.480.41.50.2梁口加密2.750000.40000.5M箍筋12、212290.10.10.41.5002.75000內箍數底筋數 間格數M 內箍筋212290.10.10.41.5002.75000152拉鉤2101030.20.41.52.75000ZKL19A21252錨固倍數0.42.180.20.21.990.50.6 邊底筋22510301.990.50.60.875 0.975面筋22510302.181.990000.50000.6N腰筋216200.480.42.180.2梁口加密1.990000.50000.6M箍筋212210.10.10.42.18001.99000內箍數底筋數 間格數M 內箍筋212210.10.10.42.180013、1.99000161拉鉤2101100.20.42.181.99000ZKL20A21222錨固倍數1.20.80.20.22.30.60.7 邊底筋22220302.30.60.70.930.66面筋22220300.82.30000.60000.7N腰筋21660.481.20.80.2梁口加密2.30000.60000.7M箍筋212240.10.11.20.8002.3000內箍數底筋數 間格數M 內箍筋212960.10.11.20.8002.30004203拉鉤210380.21.20.82.3000ZKL23A21259錨固倍數0.420.20.24.590.51 邊底筋225114、2304.590.510.875 0.75面筋22563024.590000.50001a邊支22253左跨3024.590.5a邊支22253右跨30201N腰筋216200.480.420.2梁口加密4.590000.50001M箍筋212500.10.10.42364.59000內箍數底筋數 間格數M 內箍筋212500.10.10.42364.59000161拉鉤2102400.20.424.59000保護層鋼筋直徑鋼筋根數鋼筋錨固下料長度(m)下料長度(m)鋼筋比重(kg/m)鋼筋重量(kg)一級鋼筋二級鋼筋三級鋼筋YZAAABACADAD鋼鋼筋筋總總合合計計259.980.383.15、85329.22000圓鋼60.000.052524-7.783.8531,438.860250圓鋼80.00025240.751.50-3.853277.420250螺紋102630.70000-000螺紋1214652.800.0500-000螺紋140.000.12562.9312.84-3.853593.670250螺紋165660.63000-000螺紋180.00000-000螺紋200.00000-000螺紋221240.83000-000螺紋2521441.70000-000螺紋280.00000-000螺紋320.00000-000合計45626.6702543.43-5.416、23.853167.170250一一級級鋼鋼筋筋合合計計000-000圓鋼80.0002543.53-3.533.853108.810250圓鋼100.00000-000圓鋼120.00000-000圓鋼140.00000-000圓鋼160.000.0500-000圓鋼180.0001620-7.56-1.580477.790160圓鋼200.000.051265-5.26-0.888607.210120圓鋼280.000.051265-4.760.888549.490120圓鋼320.000.0510309-0.55-0.617209.720100合計0.0002510-0.383.853217、9.22000二二級級鋼鋼筋筋合合計計0.052512-7.683.853710.180250二級螺紋 60.000.12562.7512.38-3.853572.400250二級螺紋 140.0002533.25-5.243.853121.220250合計45179.4402533.25-3.253.85375.130250三級螺紋 100.0001620-7.46-1.580471.470160三級螺紋 200.000.051265-4.90-0.888565.660120三級螺紋 220.000.051265-4.400.888507.940120三級螺紋 250.000.051030918、-0.55-0.617209.720100三級螺紋 280.000259-0.383.85327.47000三級螺紋 320.000.052510-6.863.853528.250250合計0.000.12562.2511.28-3.853521.54025002533.35-5.143.853118.90025002522.65-2.653.85340.84025001614-7.36-1.580325.6101600.051259-3.90-0.888408.6601200.051259-3.400.888356.2701200.0510195-0.55-0.617132.3501000219、59.18-0.383.85326.880000.052510-6.633.853510.9102500.12562.9313.34-3.853616.79025002544.23-5.963.853183.61025002544.03-4.033.853124.22025001620-8.06-1.580509.3901600.051257-5.26-0.888532.4801200.051257-4.760.888481.8601200.0510269-0.55-0.617182.57010002523.5-0.383.85368.810000.05259-4.523.853313.13020、25002590.754.21-3.853291.9802500.05259-7.233.853501.0802500.12562.9319.06-3.853881.2602500253-1.97-3.85345.5402500253-3.43-3.85379.18025002533.43-4.413.853101.95025002533.23-5.183.853119.75025001620-13.78-1.580870.9001600.0512118-5.26-0.8881,097.6601200.0512118-4.760.888993.3201200.0510585-0.55-0.6121、7397.04010002523.4-0.383.85368.640000.05258-4.523.853278.34025002580.754.21-3.853259.5402500.052512-7.373.853681.0602500.12562.7518.84-3.853871.0902500252-1.97-3.85330.3602500252-3.40-3.85352.32025002523.25-4.233.85365.19025002533.25-5.183.853119.75025001620-13.92-1.580879.7401600.0512117-4.90-0.88822、1,017.3101200.0512117-4.400.888913.5001200.0510582-0.55-0.617395.0001000251.65-0.383.8534.830000.05259-3.833.853265.2802500.12592.938.51-3.853590.20025001620-3.23-1.580204.1401600.051218-5.26-0.888168.1501200.051218-4.760.888152.1701200.051093-0.55-0.61763.12010002517.6-0.783.853106.030000.052519-5.23、253.853768.6702500.052534-7.043.8531,844.5102500.125122.9317.20-3.8531,590.5202500256-2.80-3.853129.23025002563.43-4.783.853221.01025002563.73-5.593.853258.61025001620-11.92-1.580753.3401600.051298.9-6.06-0.8881,064.4201200.0512297-4.920.8882,592.5401200.0510492-0.95-0.617576.7701000256.55-0.383.85324、19.180000.052510-4.453.853342.9202500.12562.939.51-3.853439.70025002543.43-4.283.853131.93025002543.63-3.633.853111.89025001620-4.23-1.580267.3401600.051227-5.26-0.888252.2301200.051227-4.760.888228.2501200.0510138-0.55-0.61793.6601000256.75-0.383.85319.770000.05257-4.353.853234.6502500.12552.258.0525、-3.853310.17025002522.65-3.573.85354.97025002522.75-2.753.85342.38025001614-4.13-1.580182.7101600.051229-3.90-0.888200.8701200.051229-3.670.888189.0201200.0510103-0.55-0.61769.9101000251.99-0.383.8535.830000.052510-3.793.853292.0602500.125102.938.85-3.853681.98025001620-3.57-1.580225.6201600.051221-26、5.26-0.888196.1801200.051221-4.760.888177.5301200.0510110-0.55-0.61774.6601000222.3-1.182.98416.200000.052220-3.842.984458.3402200.122201.466.42-2.984766.2902200166-4.08-1.58077.3601600.051224-4.10-0.888174.7601200.051296-2.340.888399.5001200.051038-1.35-0.61763.3001000258.59-0.383.85325.150000.052527、12-6.173.853570.0902500.12562.7511.49-3.853531.25025002533.25-4.783.853110.50025002533.75-3.753.85386.69025001620-6.57-1.580415.2201600.051250-4.90-0.888435.1201200.051250-4.400.888390.7201200.0510240-0.55-0.617162.890100板板鋼鋼筋筋板代號及部位數量(根)板凈跨尺寸（m)彎鉤調整倍數增加部分負筋長度板厚(mm)保護層鋼筋間距(mm)鋼筋級別鋼筋直徑(mm)鋼筋數量(根)長(橫)28、寬(縱)橫向梁寬縱向梁寬 轉換層(5.48M標高)板00.03B1下部橫向2108.3800.40.40.2 0.03 0.1521257縱向2108.3800.40.40.03 0.1521268上部橫向上2108.380.40.40.2 0.03 0.1521257縱向上2108.380.40.40.2 0.03 0.1521268馬凳2108.380.2 0.0312120B2下部橫向12.821.70500.40.40.2 0.03 0.1521212縱向12.821.70500.40.40.03 0.1521220上部橫向上12.821.7050.40.40.2 0.03 0.15229、1212縱向上12.821.7050.40.40.2 0.03 0.1521220馬凳12.821.7050.2 0.0312120B3下部橫向12.821.6500.40.40.2 0.03 0.1521212縱向12.821.6500.40.40.03 0.1521220上部橫向上12.821.650.40.40.2 0.03 0.1521212縱向上12.821.650.40.40.2 0.03 0.1521220馬凳12.821.650.2 0.0312120B4下部橫向23.22.8200.40.40.2 0.03 0.1521220縱向23.22.8200.40.40.03 0.130、521222上部橫向上23.22.820.40.40.2 0.03 0.1521220縱向上23.22.820.40.40.2 0.03 0.1521222馬凳23.22.820.2 0.0312120B5下部橫向17.82200.40.40.2 0.03 0.1521214縱向17.82200.40.40.03 0.1521253上部橫向上17.8220.40.40.2 0.03 0.1521214縱向上17.8220.40.40.2 0.03 0.1521253馬凳17.8220.2 0.0312120B5-1下部橫向27.71.100.40.40.2 0.03 0.152128縱向27.31、71.100.40.40.03 0.1521252上部橫向上27.71.10.40.40.2 0.03 0.152128縱向上27.71.10.40.40.2 0.03 0.1521252馬凳27.71.10.2 0.0312120B6下部橫向210.483.9800.40.40.2 0.03 0.1521228縱向210.483.9800.40.40.03 0.1521271上部橫向上210.483.980.40.40.2 0.03 0.1521228縱向上210.483.980.40.40.2 0.03 0.1521271馬凳210.483.980.2 0.0312120B7下部橫向22.32、851.600.40.40.2 0.03 0.1521212縱向22.851.600.40.40.03 0.1521220上部橫向上22.851.60.40.40.2 0.03 0.1521212縱向上22.851.60.40.40.2 0.03 0.1521220馬凳22.851.60.2 0.0312120B8下部橫向24.554.3500.40.40.2 0.03 0.1521230縱向24.554.3500.40.40.03 0.1521231上部橫向上24.554.350.40.40.2 0.03 0.1521230縱向上24.554.350.40.40.2 0.03 0.1521233、31馬凳24.554.350.2 0.0312120B9下部橫向26.323.8300.40.40.2 0.03 0.1521227縱向26.323.8300.40.40.03 0.1521243上部橫向上26.323.830.40.40.2 0.03 0.1521227縱向上26.323.830.40.40.2 0.03 0.1521243馬凳26.323.830.2 0.0312120B10下部橫向29.443.200.40.40.2 0.03 0.1521222縱向29.443.200.40.40.03 0.1521264上部橫向上29.443.20.40.40.2 0.03 0.15234、1222縱向上29.443.20.40.40.2 0.03 0.1521264馬凳29.443.20.2 0.0312120B11下部橫向17.111.300.40.40.2 0.03 0.1521210縱向17.111.300.40.40.03 0.1521248上部橫向上17.111.30.40.40.2 0.03 0.1521210縱向上17.111.30.40.40.2 0.03 0.1521248馬凳17.111.30.2 0.0312120B12下部橫向13.12.200.40.40.2 0.03 0.1521216縱向13.12.200.40.40.03 0.1521222上部橫35、向上13.12.20.40.40.2 0.03 0.1521216縱向上13.12.20.40.40.2 0.03 0.1521222馬凳13.12.20.2 0.0312120B13下部橫向12.521.100.40.40.2 0.03 0.152128縱向12.521.100.40.40.03 0.1521218上部橫向上12.521.10.40.40.2 0.03 0.152128縱向上12.521.10.40.40.2 0.03 0.1521218馬凳12.521.10.2 0.0312120B14下部橫向12.521.6800.40.40.2 0.03 0.1521212縱向12.536、21.6800.40.40.03 0.1521218上部橫向上12.521.680.40.40.2 0.03 0.1521212縱向上12.521.680.40.40.2 0.03 0.1521218馬凳12.521.680.2 0.0312120上部鋼筋數量(根)下料長度(m)下料長度(m)鋼筋比重(/m)鋼筋重量(kg)010.770.000.8881090.27直徑鋼筋09.150.000.8881105.0380.00011.110.000.8881124.69100.0009.490.000.8881146.091214,792.99840.840.000.888125.91140.37、0003.590.000.88838.261602.480.000.88843.961803.930.000.88841.882002.820.000.88849.992250.840.000.8883.752503.590.000.88838.262802.420.000.88842.983203.930.000.88841.8802.760.000.88849.02合計14,792.9950.840.000.8883.7503.970.000.888141.0103.590.000.888140.2704.310.000.888153.0903.930.000.888153.5590.8438、0.000.88813.4908.590.000.888106.7902.770.000.888130.3708.930.000.888111.0203.110.000.888146.37160.840.000.88811.9908.470.000.888120.3401.870.000.888172.7008.810.000.888125.1702.210.000.888204.1080.840.000.88811.99011.250.000.888559.4404.750.000.888598.96011.590.000.888576.3505.090.000.888641.83420.839、40.000.88862.9603.620.000.88877.1502.370.000.88884.1803.960.000.88884.4002.710.000.88896.2650.840.000.8887.4905.320.000.888283.4505.120.000.888281.8905.660.000.888301.5605.460.000.888300.61200.840.000.88829.9807.090.000.888339.9804.600.000.888351.2907.430.000.888356.2804.940.000.888377.26240.840.00040、.88835.97010.210.000.888398.9303.970.000.888451.25010.550.000.888412.2104.310.000.888489.89300.840.000.88844.9707.880.000.88869.9702.070.000.88888.2308.220.000.88872.9902.410.000.888102.7290.840.000.8886.7503.870.000.88854.9802.970.000.88858.0204.210.000.88859.8203.310.000.88864.6670.840.000.8885.2541、03.290.000.88823.3701.870.000.88829.8903.630.000.88825.7902.210.000.88835.3230.840.000.8882.2503.290.000.88835.0602.450.000.88839.1603.630.000.88838.6802.790.000.88844.6040.840.000.8883.00入入戶戶大大堂堂柱柱鋼鋼筋筋構件名稱及部位間隔空數內箍個數梁高數量級別鋼筋直徑(mm)鋼筋根數箍筋間距(mm)鋼筋邊根數柱長(m)柱寬(m)保護層(mm)標高(m)件加密 非加密abab外上層入戶大堂柱鋼筋砼號C30縱筋1042、2168-0.15縱筋10214-0.15箍筋O1018200.20.20.250.250.03-0.15箍筋101800.03-0.15內箍a101800.03-0.15內箍b101800.03-0.15單只箍101800.03-0.15縱筋42168-0.15縱筋4214-0.15箍筋O418230.20.20.250.250.03-0.15箍筋41800.03-0.15內箍a41800.03-0.15內箍b41800.03-0.15單只箍41800.03-0.15層高插筋錨固頂彎鉤錨固下料長度(m)鋼筋直徑(mm)鋼筋根數鋼筋比重(/m)鋼筋重量（)本層mh標標準準層層鋼鋼筋筋匯匯總總343、512直徑3.8540.840.1925.031681.58636.0483.8540.740.1684.901401.21-103.854001.04819.760.39581.18123.854000.04800.395-143.854000.10800.395-163.854000.10800.395-183.854000.13800.395-20224.45 4.60.840.1925.631681.58284.75254.45 4.60.740.1685.501401.21-284.45 4.6001.04822.760.39537.40324.45 4.6000.04800.395-4.45 4.6000.10800.395-4.45 4.6000.10800.395-4.45 4.6000.13800.395-標高(m)重量118.58-920.80-1,039.38標標準準層層鋼鋼筋筋匯匯總總