某住宅梁板柱钢筋计算实例.xls

1、梁梁钢钢筋筋构件名称钢筋位置数量钢筋级别钢筋直径钢筋根数箍筋间距(mm)梁宽(m)梁高(m)板厚1(m)板厚2(m)左端跨及单跨净跨2 净跨3右端净跨5边左支1相同中支2相同中支3相同中支4边右支4左支锚固右支锚固ABCDEFGHIJKLMNOPQRSTUVWX楼楼层层()()层层 标标高高 (10.650(10.650米米)砼号C5030ZKL1A212510锚固倍数0.42.180.20.25.980.50.6 边底筋22524305.980.50.60.875 0.975底筋225243000底筋2-00 边底筋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边支12-左跨005.980.5a边支22254左跨302.185.980.5a边支12-右跨0000.6a边支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内箍数底筋数 间格数M 内箍筋212650.10.10.42.18485.98000161拉钩2103090.20.42

3、.185.98000ZKL3aA212510锚固倍数0.420.20.25.980.50.5 边底筋22512305.980.50.50.875 0.875面筋22563025.980000.50000.5a边支22253左跨3025.980.5a边支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内箍数底筋数 间格数M 内箍筋212650.10.10.42485.98000161拉钩2103090.20.425.98000ZKL4A21259锚固倍数0.41.50.20.25.38

4、1.10.4 边底筋22510305.381.10.40.75 0.775面筋2256301.55.380001.10000.4a边支22253左跨301.55.381.1a边支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内箍数底筋数 间格数M 内箍筋212590.10.10.41.5485.38000161拉钩2101950.20.41.55.38000ZKL5A21259锚固倍数0.42.180.20.25.181.31.1 边底筋22510305.181.31.

5、10.750.75面筋2256302.185.180001.30001.1a边支22254左跨302.185.181.3a边支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内箍数底筋数 间格数M 内箍筋212570.10.10.42.18485.18000161拉钩2102690.20.42.185.18000ZKL8A212524锚固倍数0.42.180.20.22.942.7105.850.50.50.50.3 边底筋2259302.940.500.875 0

6、.375底筋2259302.710.375 边底筋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边支22253左跨302.182.940.5a边支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内箍数底筋数 间格数M 内箍筋212117.5 0.10.10.42.18482.9

7、42.7105.85161拉钩2105850.20.42.182.942.7105.85ZKL11A212523锚固倍数0.420.20.22.942.7105.790.50.50.50.5 边底筋2258302.940.500.875 0.375底筋2258302.710.375 边底筋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边支22252左跨3022.940.5a边支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内箍数底筋数 间格数M 内箍筋212116.9 0.10.10.4215302.942.7105.79161拉钩2105820.20.422.942.7105.79ZKL14A21252锚固倍数0.42.180.20.21.650.50.6 边底筋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内箍数底筋数 间格数M 内箍筋212180.10.10.42.18001.65000161拉钩210930.20.42.181.65000ZKL15A212518锚固倍数0.82.180.20.24.055.590.50.50.8 边底筋22519304.050.500.875 0.375 边底筋22534305.590.80.750.75面筋22512302.184.05005.590.50.5000.8 中支22256305.590a边支22256左跨302.184.050.5a边支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内箍数底筋数 间格数M 内箍筋2122970.10.10.82.18004.05005.59361拉钩2104920.20.82.184.05005.59ZKL17A21257锚固倍数0.42.180.22.550.50.7 边底筋22510302.550.50.70.875 1.075面筋2256302.182.550000.50000.7a边支22254左跨302.182.550.5a边支22254右跨302.1800.7N腰筋216200.480.42.180.2

11、梁口加密2.550000.50000.7M箍筋212270.10.10.42.18002.55000内箍数底筋数 间格数M 内箍筋212270.10.10.42.18002.55000161拉钩2101380.20.42.182.55000ZKL18A21257锚固倍数0.41.50.20.22.750.40.5 边底筋2257302.750.40.50.775 0.875面筋2255301.52.750000.40000.5a边支22252左跨301.52.750.4a边支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内箍数底筋数 间格数M 内箍筋212290.10.10.41.5002.75000152拉钩2101030.20.41.52.75000ZKL19A21252锚固倍数0.42.180.20.21.990.50.6 边底筋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内箍数底筋数 间格数M 内箍筋212210.10.10.42.1800

13、1.99000161拉钩2101100.20.42.181.99000ZKL20A21222锚固倍数1.20.80.20.22.30.60.7 边底筋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内箍数底筋数 间格数M 内箍筋212960.10.11.20.8002.30004203拉钩210380.21.20.82.3000ZKL23A21259锚固倍数0.420.20.24.590.51 边底筋2251

14、2304.590.510.875 0.75面筋22563024.590000.50001a边支22253左跨3024.590.5a边支22253右跨30201N腰筋216200.480.420.2梁口加密4.590000.50001M箍筋212500.10.10.42364.59000内箍数底筋数 间格数M 内箍筋212500.10.10.42364.59000161拉钩2102400.20.424.59000保护层钢筋直径钢筋根数钢筋锚固下料长度(m)下料长度(m)钢筋比重(kg/m)钢筋重量(kg)一级钢筋二级钢筋三级钢筋YZAAABACADAD钢钢筋筋总总合合计计259.980.383.

15、85329.22000圆钢60.000.052524-7.783.8531,438.860250圆钢80.00025240.751.50-3.853277.420250螺纹102630.70000-000螺纹1214652.800.0500-000螺纹140.000.12562.9312.84-3.853593.670250螺纹165660.63000-000螺纹180.00000-000螺纹200.00000-000螺纹221240.83000-000螺纹2521441.70000-000螺纹280.00000-000螺纹320.00000-000合计45626.6702543.43-5.4

16、23.853167.170250一一级级钢钢筋筋合合计计000-000圆钢80.0002543.53-3.533.853108.810250圆钢100.00000-000圆钢120.00000-000圆钢140.00000-000圆钢160.000.0500-000圆钢180.0001620-7.56-1.580477.790160圆钢200.000.051265-5.26-0.888607.210120圆钢280.000.051265-4.760.888549.490120圆钢320.000.0510309-0.55-0.617209.720100合计0.0002510-0.383.8532

17、9.22000二二级级钢钢筋筋合合计计0.052512-7.683.853710.180250二级螺纹 60.000.12562.7512.38-3.853572.400250二级螺纹 140.0002533.25-5.243.853121.220250合计45179.4402533.25-3.253.85375.130250三级螺纹 100.0001620-7.46-1.580471.470160三级螺纹 200.000.051265-4.90-0.888565.660120三级螺纹 220.000.051265-4.400.888507.940120三级螺纹 250.000.0510309

18、-0.55-0.617209.720100三级螺纹 280.000259-0.383.85327.47000三级螺纹 320.000.052510-6.863.853528.250250合计0.000.12562.2511.28-3.853521.54025002533.35-5.143.853118.90025002522.65-2.653.85340.84025001614-7.36-1.580325.6101600.051259-3.90-0.888408.6601200.051259-3.400.888356.2701200.0510195-0.55-0.617132.35010002

19、59.18-0.383.85326.880000.052510-6.633.853510.9102500.12562.9313.34-3.853616.79025002544.23-5.963.853183.61025002544.03-4.033.853124.22025001620-8.06-1.580509.3901600.051257-5.26-0.888532.4801200.051257-4.760.888481.8601200.0510269-0.55-0.617182.57010002523.5-0.383.85368.810000.05259-4.523.853313.130

20、25002590.754.21-3.853291.9802500.05259-7.233.853501.0802500.12562.9319.06-3.853881.2602500253-1.97-3.85345.5402500253-3.43-3.85379.18025002533.43-4.413.853101.95025002533.23-5.183.853119.75025001620-13.78-1.580870.9001600.0512118-5.26-0.8881,097.6601200.0512118-4.760.888993.3201200.0510585-0.55-0.61

21、7397.04010002523.4-0.383.85368.640000.05258-4.523.853278.34025002580.754.21-3.853259.5402500.052512-7.373.853681.0602500.12562.7518.84-3.853871.0902500252-1.97-3.85330.3602500252-3.40-3.85352.32025002523.25-4.233.85365.19025002533.25-5.183.853119.75025001620-13.92-1.580879.7401600.0512117-4.90-0.888

22、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、253.853768.6702500.052534-7.043.8531,844.5102500.125122.9317.20-3.8531,590.5202500256-2.80-3.853129.23025002563.43-4.783.853221.01025002563.73-5.593.853258.61025001620-11.92-1.580753.3401600.051298.9-6.06-0.8881,064.4201200.0512297-4.920.8882,592.5401200.0510492-0.95-0.617576.7701000256.55-0.383.853

24、19.180000.052510-4.453.853342.9202500.12562.939.51-3.853439.70025002543.43-4.283.853131.93025002543.63-3.633.853111.89025001620-4.23-1.580267.3401600.051227-5.26-0.888252.2301200.051227-4.760.888228.2501200.0510138-0.55-0.61793.6601000256.75-0.383.85319.770000.05257-4.353.853234.6502500.12552.258.05

25、-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、5.26-0.888196.1801200.051221-4.760.888177.5301200.0510110-0.55-0.61774.6601000222.3-1.182.98416.200000.052220-3.842.984458.3402200.122201.466.42-2.984766.2902200166-4.08-1.58077.3601600.051224-4.10-0.888174.7601200.051296-2.340.888399.5001200.051038-1.35-0.61763.3001000258.59-0.383.85325.150000.0525

27、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板板钢钢筋筋板代号及部位数量(根)板净跨尺寸（m)弯钩调整倍数增加部分负筋长度板厚(mm)保护层钢筋间距(mm)钢筋级别钢筋直径(mm)钢筋数量(根)长(横)

28、宽(纵)横向梁宽纵向梁宽 转换层(5.48M标高)板00.03B1下部横向2108.3800.40.40.2 0.03 0.1521257纵向2108.3800.40.40.03 0.1521268上部横向上2108.380.40.40.2 0.03 0.1521257纵向上2108.380.40.40.2 0.03 0.1521268马凳2108.380.2 0.0312120B2下部横向12.821.70500.40.40.2 0.03 0.1521212纵向12.821.70500.40.40.03 0.1521220上部横向上12.821.7050.40.40.2 0.03 0.152

29、1212纵向上12.821.7050.40.40.2 0.03 0.1521220马凳12.821.7050.2 0.0312120B3下部横向12.821.6500.40.40.2 0.03 0.1521212纵向12.821.6500.40.40.03 0.1521220上部横向上12.821.650.40.40.2 0.03 0.1521212纵向上12.821.650.40.40.2 0.03 0.1521220马凳12.821.650.2 0.0312120B4下部横向23.22.8200.40.40.2 0.03 0.1521220纵向23.22.8200.40.40.03 0.1

30、521222上部横向上23.22.820.40.40.2 0.03 0.1521220纵向上23.22.820.40.40.2 0.03 0.1521222马凳23.22.820.2 0.0312120B5下部横向17.82200.40.40.2 0.03 0.1521214纵向17.82200.40.40.03 0.1521253上部横向上17.8220.40.40.2 0.03 0.1521214纵向上17.8220.40.40.2 0.03 0.1521253马凳17.8220.2 0.0312120B5-1下部横向27.71.100.40.40.2 0.03 0.152128纵向27.

31、71.100.40.40.03 0.1521252上部横向上27.71.10.40.40.2 0.03 0.152128纵向上27.71.10.40.40.2 0.03 0.1521252马凳27.71.10.2 0.0312120B6下部横向210.483.9800.40.40.2 0.03 0.1521228纵向210.483.9800.40.40.03 0.1521271上部横向上210.483.980.40.40.2 0.03 0.1521228纵向上210.483.980.40.40.2 0.03 0.1521271马凳210.483.980.2 0.0312120B7下部横向22.

32、851.600.40.40.2 0.03 0.1521212纵向22.851.600.40.40.03 0.1521220上部横向上22.851.60.40.40.2 0.03 0.1521212纵向上22.851.60.40.40.2 0.03 0.1521220马凳22.851.60.2 0.0312120B8下部横向24.554.3500.40.40.2 0.03 0.1521230纵向24.554.3500.40.40.03 0.1521231上部横向上24.554.350.40.40.2 0.03 0.1521230纵向上24.554.350.40.40.2 0.03 0.15212

33、31马凳24.554.350.2 0.0312120B9下部横向26.323.8300.40.40.2 0.03 0.1521227纵向26.323.8300.40.40.03 0.1521243上部横向上26.323.830.40.40.2 0.03 0.1521227纵向上26.323.830.40.40.2 0.03 0.1521243马凳26.323.830.2 0.0312120B10下部横向29.443.200.40.40.2 0.03 0.1521222纵向29.443.200.40.40.03 0.1521264上部横向上29.443.20.40.40.2 0.03 0.152

34、1222纵向上29.443.20.40.40.2 0.03 0.1521264马凳29.443.20.2 0.0312120B11下部横向17.111.300.40.40.2 0.03 0.1521210纵向17.111.300.40.40.03 0.1521248上部横向上17.111.30.40.40.2 0.03 0.1521210纵向上17.111.30.40.40.2 0.03 0.1521248马凳17.111.30.2 0.0312120B12下部横向13.12.200.40.40.2 0.03 0.1521216纵向13.12.200.40.40.03 0.1521222上部横

35、向上13.12.20.40.40.2 0.03 0.1521216纵向上13.12.20.40.40.2 0.03 0.1521222马凳13.12.20.2 0.0312120B13下部横向12.521.100.40.40.2 0.03 0.152128纵向12.521.100.40.40.03 0.1521218上部横向上12.521.10.40.40.2 0.03 0.152128纵向上12.521.10.40.40.2 0.03 0.1521218马凳12.521.10.2 0.0312120B14下部横向12.521.6800.40.40.2 0.03 0.1521212纵向12.5

36、21.6800.40.40.03 0.1521218上部横向上12.521.680.40.40.2 0.03 0.1521212纵向上12.521.680.40.40.2 0.03 0.1521218马凳12.521.680.2 0.0312120上部钢筋数量(根)下料长度(m)下料长度(m)钢筋比重(/m)钢筋重量(kg)010.770.000.8881090.27直径钢筋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合计14,792.9950.840.000.8883.7503.970.000.888141.0103.590.000.888140.2704.310.000.888153.0903.930.000.888153.5590.84

38、0.000.88813.4908.590.000.888106.7902.770.000.888130.3708.930.000.888111.0203.110.000.888146.37160.840.000.88811.9908.470.000.888120.3401.870.000.888172.7008.810.000.888125.1702.210.000.888204.1080.840.000.88811.99011.250.000.888559.4404.750.000.888598.96011.590.000.888576.3505.090.000.888641.83420.8

39、40.000.88862.9603.620.000.88877.1502.370.000.88884.1803.960.000.88884.4002.710.000.88896.2650.840.000.8887.4905.320.000.888283.4505.120.000.888281.8905.660.000.888301.5605.460.000.888300.61200.840.000.88829.9807.090.000.888339.9804.600.000.888351.2907.430.000.888356.2804.940.000.888377.26240.840.000

40、.88835.97010.210.000.888398.9303.970.000.888451.25010.550.000.888412.2104.310.000.888489.89300.840.000.88844.9707.880.000.88869.9702.070.000.88888.2308.220.000.88872.9902.410.000.888102.7290.840.000.8886.7503.870.000.88854.9802.970.000.88858.0204.210.000.88859.8203.310.000.88864.6670.840.000.8885.25

41、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入入户户大大堂堂柱柱钢钢筋筋构件名称及部位间隔空数内箍个数梁高数量级别钢筋直径(mm)钢筋根数箍筋间距(mm)钢筋边根数柱长(m)柱宽(m)保护层(mm)标高(m)件加密 非加密abab外上层入户大堂柱钢筋砼号C30纵筋10

42、2168-0.15纵筋10214-0.15箍筋O1018200.20.20.250.250.03-0.15箍筋101800.03-0.15内箍a101800.03-0.15内箍b101800.03-0.15单只箍101800.03-0.15纵筋42168-0.15纵筋4214-0.15箍筋O418230.20.20.250.250.03-0.15箍筋41800.03-0.15内箍a41800.03-0.15内箍b41800.03-0.15单只箍41800.03-0.15层高插筋锚固顶弯钩锚固下料长度(m)钢筋直径(mm)钢筋根数钢筋比重(/m)钢筋重量（)本层mh标标准准层层钢钢筋筋汇汇总总3

43、512直径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-标高(m)重量118.58-920.80-1,039.38标标准准层层钢钢筋筋汇汇总总