混凝土管體結構尺寸與配筋設計

本文格式為Word版，下載可任意編輯——混凝土管體結構尺寸與配筋設計

表Ⅱ－01鋼筋混凝土排水管管節(jié)計算長度每米管內徑D0（mm）200管壁厚t（mm）30353030035404005006007008009001000110012004045505560708090100110120管外徑D1（mm）2602703603703804804906006107208409601080120013201440混凝土用量（m）0.0220.0260.0310.0370.0430.0550.0630.0860.0960.1240.1690.2210.2800.3450.4180.4973最小配筋面積2（mm）內層85.777.0185.3159.9142.9250.6223.5317.7289.4386.6457.3529.8604.2490.7533.3573.9外層—————————————369.7380.8392.2（kg）5262758810313315120723029040653167282910031194鋼筋用量（kg）1.41.32.42.22.13.63.35.14.87.18.113.117.226.732.536.5管重量（kg）5465789210713815721624031142355369986410451243外壓荷載（kN）裂縫15破壞231929273240475461697481414860718192100110120編制校年月日核批年月日準年月日Ⅱ級D200-1200鋼筋混凝土排水管圖號頁次PJ20127×××××××××××有限公司

表Ⅱ－02鋼筋混凝土排水管管節(jié)計算長度每米管內徑D0（mm）135014001500160016501800200022002400260028003000管壁厚t（mm）135140150160165180200220230240235260255280275300管外徑D1（mm）1620168018001920198021602400264028602880307031203310336035503600混凝土用量（m）0.6290.6770.7770.8840.9401.1191.3821.6721.8991.9902.0922.3352.4462.7082.8283.1093最小配筋面積2（mm）內層637.4659.2707.0752.6775.8847.0945.51051.01203.71157.31396.51270.51512.21387.41628.21505.0外層413.7421.8441.0459.2468.7498.4540.6587.1672.2634.1784.4684.7834.2737.2884.4789.9（kg）1511162518652122225726863316401245594775502156045871649967877461鋼筋用量（kg）43.545.955.661.464.474.293.7115.0138.5133.8173.8158.9213.0197.3238.4221.9管重量（kg）1574169319432211235127983454417947494974523058736115677070707772外壓荷載（kN）裂縫909399106110120134145152172185198破壞135140150159170180200220230260280300編制校年月日核批年月日準年月日Ⅱ級D1350-3000鋼筋混凝土排水管圖號頁次PJ20228×××××××××××有限公司

表Ⅱ－03管節(jié)配筋管節(jié)配筋計算長度每米管內徑管壁厚管外徑D0tD1（mm）（mm）（mm）2003035303003540400500600700800900100011001200135014001500骨架層位單層單層單層單層單層單層單層單層單層單層單層單層單層內層外層內層外層內層外層內層外層內層外層內層外層鋼筋面積直徑環(huán)內徑（mm2）（mm）（mm）85.777.0185.3159.9142.9250.6223.5317.7289.4386.6457.3529.8604.2490.7369.7533.3380.8573.9392.2637.4413.7659.2421.8707.0441.03333344445566556666666677221225321325329428432536540643751858966104011501140126812401388139015681440162815401746環(huán)向筋環(huán)數（環(huán)）12.111.026.222.620.220.017.825.323.019.719.718.721.425.018.818.913.520.313.922.614.623.314.918.311.5螺距（mm）82.491.838.144.249.450.156.239.543.450.850.753.346.840.053.153.074.249.272.144.368.342.967.254.787.2重量（kg）0.50.41.51.31.22.72.44.23.96.27.211.314.512.610.515.112.017.613.522.016.123.517.026.919.1直徑（mm）5555555555566556666666677縱向筋根數（根）66666666688812121212121212121212121616重量（kg）0.90.90.90.90.90.90.90.90.91.21.21.82.71.81.82.72.72.72.72.72.72.72.74.84.8鋼筋用量（kg）1.41.32.42.22.13.63.35.14.87.18.113.117.226.732.536.543.545.955.626027036037038048049060061072084096010801200132014401620168018004045505560708090100110120135140150編制校年月日核批年月日準年月日Ⅱ級D200-1500鋼筋混凝土排水管配筋圖號頁次PJ20329×××××××××××有限公司

表Ⅱ－04管節(jié)配筋管節(jié)配筋計算長度每米管內徑管壁厚管外徑D0tD1（mm）（mm）（mm）160016501800200022001601651802002202302400240235260026025528002802753000300骨架層位內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層鋼筋面積直徑環(huán)內徑2（mm）（mm）（mm）752.6459.2775.8468.7847.0498.4945.5540.61051.0587.11203.7672.21157.3634.11396.5784.41270.5684.71512.2834.21387.4737.21628.2884.41505.0789.9777777778888889999101010101010101016401866169019261840210620402346224025842440280424402824264030122640306228403250284033003040349030403540環(huán)向筋環(huán)數（環(huán)）20.011.920.212.222.013.024.714.120.911.724.013.423.012.622.012.320.010.819.310.617.79.420.711.319.210.1螺距（mm）51.183.849.682.145.577.240.571.247.885.641.774.743.479.245.581.150.092.951.994.156.6106.548.288.852.399.4重量（kg）30.621.232.522.338.626.047.931.458.437.672.846.770.044.491.458.483.151.8106.467.297.660.3122.676.4113.369.2直徑（mm）7777777788888899991010101010101010縱向筋根數（根）1616161616162424242424242424242424243232323232323232重量（kg）4.84.84.84.84.84.87.27.29.59.59.59.59.59.512.012.012.012.019.719.719.719.719.719.719.719.7鋼筋用量（kg）61.464.474.293.7115.0138.5133.8173.8158.9213.0197.3238.4221.91920198021602400264028602880307031203310336035503600編制校年月日核批年月日準年月日Ⅱ級D1600-3000鋼筋混凝土排水管配筋圖號頁次PJ20430×××××××××××有限公司

表Ⅲ－01鋼筋混凝土排水管管節(jié)計算長度每米管內徑D0（mm）200管壁厚t（mm）30353030035404005006007008009001000110012004045505560708090100110120管外徑D1（mm）2602703603703804804906006107208409601080120013201440混凝土用量（m）0.0220.0260.0310.0370.0430.0550.0630.0860.0960.1240.1690.2210.2800.3450.4180.4973最小配筋面積2（mm）內層130.7116.2300.0249.8219.2404.5350.1511.4453.7620.5732.0845.9962.2747.5800.2855.5外層—————————————492.1500.0512.5（kg）5262758810313315120723029040653167282910031194鋼筋用量（kg）1.61.63.32.92.75.24.78.17.411.715.520.426.740.545.551.1管重量（kg）5465789210713815721624031142355369986410451243外壓荷載（kN）裂縫19破壞29294439496067778794108119597490100115130141162179編制校年月日核批年月日準年月日Ⅲ級D200-1200鋼筋混凝土排水管圖號頁次PJ30131×××××××××××有限公司

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表Ⅲ－03管節(jié)配筋管節(jié)配筋計算長度每米管內徑管壁厚管外徑D0tD1（mm）（mm）（mm）2003035303003540400500600700800900100011001200135014001500骨架層位單層單層單層單層單層單層單層單層單層單層單層單層單層內層外層內層外層內層外層內層外層內層外層內層外層鋼筋面積直徑環(huán)內徑（mm2）（mm）（mm）130.7116.2300.0249.8219.2404.5350.1511.4453.7620.5732.0845.9962.2747.5492.1800.2500.0855.5512.5942.4588.9972.2599.21038.1624.23344455666677777777777788221225320324328427431534548642750857965104011461140126612401386139015661440162615401744環(huán)向筋環(huán)數（環(huán)）18.516.423.919.917.520.617.818.116.122.025.922.025.019.412.820.813.022.213.324.515.325.315.620.712.4螺距（mm）54.160.841.950.357.348.556.055.362.345.538.645.540.051.678.248.176.945.075.140.865.339.664.248.480.5重量（kg）0.70.72.42.01.84.33.86.86.19.913.718.023.119.314.022.615.726.317.632.522.834.724.139.727.0直徑（mm）5555555666677777777777788縱向筋根數（根）66666666688812121212121212121212121616重量（kg）0.90.90.90.90.90.90.91.31.31.81.82.43.63.63.63.63.63.63.63.63.63.63.66.36.3鋼筋用量（kg）1.61.63.32.92.75.24.78.17.411.715.520.426.740.545.551.162.565.779.326027036037038048049060061072084096010801200132014401620168018004045505560708090100110120135140150編制校年月日核批年月日準年月日Ⅲ級D200-1500鋼筋混凝土排水管配筋圖號頁次PJ30333×××××××××××有限公司

表Ⅲ－04管節(jié)配筋管節(jié)配筋計算長度每米管內徑管壁厚管外徑D0tD1（mm）（mm）（mm）160016501800200022001601651802002202302400240235260026025528002802753000300骨架層位內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層內層外層鋼筋面積直徑環(huán)內徑2（mm）（mm）（mm）1100.2647.61131.8659.81228.3698.11366.0755.01503.3812.31724.5929.01649.6874.52023.31081.31800.0938.92149.31140.61949.81003.12305.41205.42108.41071.588888899991010101011111111111111111212121216401864169019241840210420402342224025822440280024402820264030082640305828403248284032983040348630403536環(huán)向筋環(huán)數（環(huán)）21.912.922.513.124.413.921.511.923.612.822.011.821.011.121.111.419.09.922.612.020.510.620.410.718.79.5螺距（mm）45.777.644.476.140.972.046.584.242.378.345.584.547.689.847.487.852.8101.144.283.248.794.749.093.853.6105.5重量（kg）44.829.947.531.556.136.469.143.883.551.9104.364.599.861.1131.180.0117.770.6151.291.1137.281.3173.6104.1158.893.8直徑（mm）888888999910101010111111111111111112121212縱向筋根數（根）1616161616162424242424242424242424243232323232323232重量（kg）6.36.36.36.36.36.312.012.012.012.014.814.814.814.817.917.917.917.923.923.923.923.928.428.428.428.4鋼筋用量（kg）87.391.6105.1136.9159.4198.4190.5246.9224.1290.1266.3334.5309.41920198021602400264028602880307031203310336035503600編制校年月日核批年月日準年月日Ⅲ級D1600-3000鋼筋混凝土排水管配筋圖號頁次PJ30434×××××××××××有限公司

表Ⅲ－05管節(jié)配筋管節(jié)配筋計算長度每米管內徑管壁厚管外徑D0tD1（mm）（mm）（mm）235260026025528002802753000300360033603550312033103070骨架層位內層外層內層外層內層外層內層外層內層外層內層外層鋼筋面積直徑環(huán)內徑2（mm）（mm）（mm）2397.71078.42154.4936.72171.71137.42334.11001.02752.11200.32518.71067.3101010101010101010101010264030102640306028403250284033003040349030403540環(huán)向筋環(huán)數（環(huán)）2×15.213.72×13.711.92×16.414.52×14.812.82×17.615.32×16.113.6螺距（mm）65.472.872.983.861.069.067.278.457.065.462.373.6重量（kg）156.980.4141.071.0181.091.6164.381.8207.3103.7189.792.0直徑（mm）101010101010101010101010縱向筋根數（根）242424243232323232323232重量（kg）14.814.814.814.819.719.719.719.719.719.719.719.7鋼筋用量（kg）266.9241.6312.0285.5350.4321.1注：本圖按φ10鋼筋并繞成型骨架。編制校年月日核批年月日準圖號Ⅲ級D2600-3000頁次年月日鋼筋混凝土排水管配筋（A）PJ30535×××××××××××有限公司

頂進施工用鋼筋混凝土排水管截面配筋設計

圖紙目錄

表DⅡ－01Ⅱ級D600-3000鋼筋混凝土排水管（適應于頂管）表DⅡ－03Ⅱ級D600-1500鋼筋混凝土排水管配筋（適應于頂管）表DⅡ－04Ⅱ級D1600-3000鋼筋混凝土排水管配筋（適應于頂管）表DⅢ－01Ⅲ級D600-1200鋼筋混凝土排水管（適應于頂管）表DⅢ－03Ⅲ級D600-1500鋼筋混凝土排水管配筋（適應于頂管）表DⅢ－04Ⅲ級D1600-3000鋼筋混凝土排水管配筋（適應于頂管）表DⅢ－05Ⅲ級D2600-3000鋼筋混凝土排水管配筋A（適應于頂管）

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表DⅡ－01鋼筋混凝土排水管（適應于頂管）管節(jié)計算長度每米管內徑D0（mm）600700800900100011001200135014001500160016501800200022002400260028003000管壁厚t（mm）60708090100110120135140150160165180200220230240235260255280275300管外徑D1（mm）72084096010801200132014401620168018001920198021602400264028602880307031203310336035503600混凝土用量（m）0.1240.1690.2210.2800.3450.4180.4970.6290.6770.7770.8840.9401.1191.3821.6721.8991.9902.0922.3352.4462.7082.8283.1093最小配筋面積2（mm）內層386.6457.3529.8604.2483.1521.7561.8624.6649.2693.1738.0760.8833.6930.61031.21178.81135.51366.81231.31476.31360.81582.81470.0外層————386.5410.2410.1456.0473.9450.5479.7494.5541.8604.9618.7730.9681.3847.4763.4915.3843.2981.3911.4（kg）290406531672829100311941511162518652122225726863316401245594775502156045871649967877461鋼筋用量（kg）7.18.113.117.227.233.136.844.647.755.361.064.675.496.0115.9141.1135.4179.1165.1217.0204.1243.3230.0管重量（kg）311423553699864104512431574169319432211235127983454417947494974523058736115677070707772外壓荷載（kN）裂縫40475461697481909399106110120134145152172185198破壞60718192100110120135140150159170180200220230260280300編年月日校年月日批年月日Ⅱ級D600-3000圖號PJD201制核準鋼筋混凝土排水管（適應于頂管）頁次39×××××××××××有限公司

表DⅡ－02管節(jié)配筋（適應于頂管）管節(jié)配筋計算長度每米管內徑管壁厚管外徑鋼筋環(huán)向筋縱向筋鋼筋D0tD1骨架面積直徑環(huán)內徑環(huán)數螺距重量直徑根數重量用量（mm）（mm）（mm）層位（mm2）（mm）（mm）（環(huán)）（mm）（kg）（mm）（根）（kg）（kg）60060720單層386.6564319.750.86.2581.27.170070840單層457.3575119.750.77.2581.28.180080960單層529.8685818.753.311.3681.813.1900901080單層604.2696621.446.814.56122.717.210001001200內層483.15104024.640.612.45121.9外層386.55115019.750.811.05121.927.211001101320內層521.76114018.554.214.86122.7外層410.26126814.568.912.96122.733.112001201440內層561.86124019.950.317.36122.7外層410.16138814.568.914.16122.736.813501351620內層624.66139022.145.221.56122.7外層456.06156816.162.017.76122.744.614001401680內層649.26144023.043.523.26122.7外層473.96162816.859.619.16122.747.715001501800內層693.17154018.055.526.37164.8外層450.57174611.785.419.47164.855.3編制年月日校核年月日批準Ⅱ級D600-1500鋼筋混凝土排水管配筋年月日（適應于頂管）圖號頁次PJD20240×××××××××××有限公司表DⅡ－03管節(jié)配筋（適應于頂管）管節(jié)配筋計算長度每米管內徑管壁厚管外徑鋼筋環(huán)向筋縱向筋鋼筋D0tD1骨架面積直徑環(huán)內徑環(huán)數螺距重量直徑根數重量用量（mm）（mm）（mm）層位（mm2）（mm）（mm）（環(huán)）（mm）（kg）（mm）（根）（kg）（kg）16001601920內層738.07164018.952.829.47164.8外層479.77186612.580.222.07164.861.016501651980內層760.87169019.850.631.67164.8外層494.57192612.977.923.47164.864.618001802160內層833.67184021.746.137.77164.8外層541.87210614.171.028.17164.875.420002002400內層930.67204024.241.346.77247.2外層604.97234615.763.634.97247.296.022002202640內層1031.28224020.548.757.38249.5外層618.78258412.381.239.68249.5115.92302860內層1178.88244023.542.671.38249.52400外層730.98280414.668.750.88249.5141.12402880內層1135.58244022.644.268.78249.5外層681.38282413.673.747.78249.5135.42353070內層1366.89264021.546.588.593216.02600外層847.49301213.375.062.693216.0179.12603120內層1231.39264019.451.679.893216.0外層763.49306212.083.357.393216.0165.12553310內層1476.310284018.853.2103.9103219.72800外層915.310325011.785.873.7103219.7217.02803360內層1360.810284017.357.795.8103219.7外層843.210330010.793.168.9103219.7204.12753550內層1582.810304020.249.6119.1103219.73000外層981.310349012.580.084.8103219.7243.33003600內層1470.010304018.753.4110.7103219.7230.0外層911.410354011.686.179.9103219.7編制年月日校核年月日批準Ⅱ級D1600-3000年月日鋼筋混凝土排水管配筋（適應于頂管）圖號頁次PJD20441×××××××××××有限公司

表DⅢ－01鋼筋混凝土排水管（適應于頂管）管節(jié)計算長度每米管內徑D0（mm）600700800900100011001200135014001500160016501800200022002400260028003000管壁厚t（mm）60708090100110120135140150160165180200220230240235260255280275300管外徑D1（mm）72084096010801200132014401620168018001920198021602400264028602880307031203310336035503600混凝土用量（m）0.1240.1690.2210.2800.3450.4180.4970.6290.6770.7770.8840.9401.1191.3821.6721.8991.9902.0922.3352.4462.7082.8283.1093最小配筋面積2（mm）內層620.5732.0845.9962.2719.3771.9826.8912.5941.81006.01067.01098.01192.51326.71460.61670.11601.51930.61749.02072.21894.72223.92048.5外層————575.4617.4603.6666.1687.5704.2746.9768.6775.1862.4949.41035.5992.91197.01084.41284.81174.71378.81270.1（kg）290406531672829100311941511162518652122225726863316401245594775502156045871649967877461鋼筋用量（kg）11.715.520.426.742.048.253.164.068.181.690.495.4107.3140.1164.5196.4195.5251.3238.3296.9277.0343.3322.3管重量（kg）311423553699864104512431574169319432211235127983454417947494974523058736115677070707772外壓荷載（kN）裂縫6067778794108119134140151161166183204227250272296317破壞90100115130141162179201210226242249274305340376407445475編制年月日校核年月日批準Ⅲ級D600-3000鋼筋混凝土排水管年月日（適應于頂管）圖號頁次PJD30142

×××××××××××有限公司

表DⅢ－02管節(jié)配筋（適應于頂管）管節(jié)配筋計算長度每米管內徑管壁厚管外徑D0tD1（mm）（mm）（mm）600700800900100011001200135014001500607080901001101201351401507208409601080120013201440162016801800骨架層位單層單層單層單層內層外層內層外層內層外層內層外層內層外層內層外層鋼筋面積直徑環(huán)內徑2（mm）（mm）（mm）620.5732.0845.9962.2719.3575.4771.9617.4826.8603.6912.5666.1941.8687.51006.0704.26677777777777788642750857965104011461140126612401386139015661440162615401744環(huán)向筋環(huán)數（環(huán)）22.025.922.025.018.715.020.116.121.515.723.717.324.517.920.014.0螺距（mm）45.538.645.540.053.566.849.862.346.563.742.257.740.855.949.971.3重量（kg）9.913.718.023.118.516.321.719.325.320.631.225.633.427.538.530.5直徑（mm）6677777777777788縱向筋根數（根）88812121212121212121212121616重量（kg）1.81.82.43.63.63.63.63.63.63.63.63.63.63.66.36.3鋼筋用量（kg）11.715.520.426.742.048.253.164.068.181.6編年月日校年月日批年月日Ⅲ級D600-1500圖號PJD302制核準鋼筋混凝土排水管配筋（適應于頂管）頁次43×××××××××××有限公司

表DⅢ－03管節(jié)配筋（適應于頂管）管節(jié)配筋計算長度每米管內徑管壁厚管外徑鋼筋環(huán)向筋縱向筋鋼筋D0tD1骨架面積直徑環(huán)內徑環(huán)數螺距重量直徑根數重量用量（mm）（mm）（mm）層位（mm2）（mm）（mm）（環(huán)）（mm）（kg）（mm）（根）（kg）（kg）16001601920內層1067.08164021.247.143.38166.3外層746.98186414.967.334.58166.390.416501651980內層1098.08169021.945.846.18166.3外層768.68192415.365.436.78166.395.418001802160內層1192.58184023.742.154.38166.3外層775.18210415.464.840.48166.3107.320002002400內層1326.79204020.947.966.592412.0外層862.49234213.673.749.692412.0140.122002202640內層1460.69224023.043.580.392412.0外層949.49258214.967.060.292412.0164.52302860內層1670.110244020.050.095.0102414.82400外層1035.510280013.275.871.8102414.8196.42402880內層1601.510244020.449.096.9102414.8外層992.910282012.679.169.4102414.8195.52353070內層1930.611264020.349.2126.3113223.92600外層1197.011300812.679.489.2113223.9257.32603120內層1749.011264018.454.3114.4113223.9外層1084.411305811.487.6