混凝土管體結(jié)構(gòu)尺寸與配筋設(shè)計

1、表01 鋼筋混凝土排水管 管節(jié)計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞200302600.0225285.71.4541523352700.0266277.01.365300303600.03175185.32.4781929353700.03788159.92.292403800.043103142.92.1107400404800.055133250.63.61382741454900.063151223.53.3157500506000.08620731

2、7.75.12163248556100.096230289.44.8240600607200.124290386.67.13114060700708400.169406457.38.14234771800809600.221531529.813.155354819009010800.280672604.217.26996192100010012000.345829490.7369.726.786469100110011013200.4181003533.3380.832.5104574110120012014400.4971194573.9392.236.5124381120 編制年 月 日校

3、核年 月 日批準年 月 日級D200-1200鋼筋混凝土排水管圖號PJ201頁次27×××××××××××有限公司表02 鋼筋混凝土排水管 管節(jié)計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞135013516200.6291511637.4413.743.5157490135140014016800.6771625659.2421.845.916939314

4、0150015018000.7771865707.0441.055.6194399150160016019200.8842122752.6459.261.42211106159165016519800.9402257775.8468.764.42351110170180018021601.1192686847.0498.474.22798120180200020024001.3823316945.5540.693.73454134200220022026401.67240121051.0587.1115.04179145220240023028601.89945591203.7672.2138

5、.5474915223024028801.99047751157.3634.1133.84974260023530702.09250211396.5784.4173.8523017226026031202.33556041270.5684.7158.95873280025533102.44658711512.2834.2213.0611518528028033602.70864991387.4737.2197.36770300027535502.82867871628.2884.4238.4707019830030036003.10974611505.0789.9221.97772 編制年 月

6、 日校核年 月 日批準年 月 日級D1350-3000鋼筋混凝土排水管圖號PJ202頁次28×××××××××××有限公司表03 管節(jié)配筋 管節(jié)配筋計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）20030260單層85.7322112.182.40.5560.91.435270單層77.0322511.091.80.45

7、60.91.330030360單層185.3332126.238.11.5560.92.435370單層159.9332522.644.21.3560.92.240380單層142.9332920.249.41.2560.92.140040480單層250.6442820.050.12.7560.93.645490單層223.5443217.856.22.4560.93.350050600單層317.7453625.339.54.2560.95.155610單層289.4454023.043.43.9560.94.860060720單層386.6564319.750.86.2581.27.17

8、0070840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(nèi)層490.75104025.040.012.65121.826.7外層369.75115018.853.110.55121.811001101320內(nèi)層533.36114018.953.015.16122.732.5外層380.86126813.574.212.06122.712001201440內(nèi)層573.96124020.349.2

9、17.66122.736.5外層392.26138813.972.113.56122.713501351620內(nèi)層637.46139022.644.322.06122.743.5外層413.76156814.668.316.16122.714001401680內(nèi)層659.26144023.342.923.56122.745.9外層421.86162814.967.217.06122.715001501800內(nèi)層707.07154018.354.726.97164.855.6外層441.07174611.587.219.17164.8編制年 月 日校核年 月 日批準年 月 日級D200-1500

10、鋼筋混凝土排水管配筋圖號PJ203頁次29×××××××××××有限公司表04 管節(jié)配筋 管節(jié)配筋計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）16001601920內(nèi)層752.67164020.051.130.67164.861.4外層459.27186611.983.821.27164.816501651980內(nèi)層7

11、75.87169020.249.632.57164.864.4外層468.77192612.282.122.37164.818001802160內(nèi)層847.07184022.045.538.67164.874.2外層498.47210613.077.226.07164.820002002400內(nèi)層945.57204024.740.547.97247.293.7外層540.67234614.171.231.47247.222002202640內(nèi)層1051.08224020.947.858.48249.5115.0外層587.18258411.785.637.68249.524002302860內(nèi)

12、層1203.78244024.041.772.88249.5138.5外層672.28280413.474.746.78249.52402880內(nèi)層1157.38244023.043.470.08249.5133.8外層634.18282412.679.244.48249.526002353070內(nèi)層1396.59264022.045.591.492412.0173.8外層784.49301212.381.158.492412.02603120內(nèi)層1270.59264020.050.083.192412.0158.9外層684.79306210.892.951.892412.028002553

13、310內(nèi)層1512.210284019.351.9106.4103219.7213.0外層834.210325010.694.167.2103219.72803360內(nèi)層1387.410284017.756.697.6103219.7197.3外層737.21033009.4106.560.3103219.730002753550內(nèi)層1628.210304020.748.2122.6103219.7238.4外層884.410349011.388.876.4103219.73003600內(nèi)層1505.010304019.252.3113.3103219.7221.9外層789.91035401

14、0.199.469.2103219.7編制年 月 日校核年 月 日批準年 月 日級D1600-3000鋼筋混凝土排水管配筋圖號PJ204頁次30×××××××××××有限公司表01 鋼筋混凝土排水管 管節(jié)計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞200302600.02252130.71.6541929352700.02662116.21.6653003

15、03600.03175300.03.3782944353700.03788249.82.992403800.043103219.22.7107400404800.055133404.55.21383959454900.063151350.14.7157500506000.086207511.48.12164974556100.096230453.77.4240600607200.124290620.511.73116090700708400.169406732.015.542367100800809600.221531845.920.4553771159009010800.280672962.

16、226.769987130100010012000.345829747.5492.140.586494141110011013200.4181003800.2500.045.51045108162120012014400.4971194855.5512.551.11243119179 編制年 月 日校核年 月 日批準年 月 日級D200-1200鋼筋混凝土排水管圖號PJ301頁次31×××××××××××有限公司××××××&

17、#215;××××有限公司表03 管節(jié)配筋 管節(jié)配筋計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）20030260單層130.7322118.554.10.7560.91.635270單層116.2322516.460.80.7560.91.630030360單層300.0432023.941.92.4560.93.335370單層249.8432419.950.32.0560.92.94

18、0380單層219.2432817.557.31.8560.92.740040480單層404.5542720.648.54.3560.95.245490單層350.1543117.856.03.8560.94.750050600單層511.4653418.155.36.8661.38.155610單層453.7654816.162.36.1661.37.460060720單層620.5664222.045.59.9681.811.770070840單層732.0675025.938.613.7681.815.580080960單層845.9785722.045.518.0782.420.49

19、00901080單層962.2796525.040.023.17123.626.710001001200內(nèi)層747.57104019.451.619.37123.640.5外層492.17114612.878.214.07123.611001101320內(nèi)層800.27114020.848.122.67123.645.5外層500.07126613.076.915.77123.612001201440內(nèi)層855.57124022.245.026.37123.651.1外層512.57138613.375.117.67123.613501351620內(nèi)層942.47139024.540.832.

20、57123.662.5外層588.97156615.365.322.87123.614001401680內(nèi)層972.27144025.339.634.77123.665.7外層599.27162615.664.224.17123.615001501800內(nèi)層1038.18154020.748.439.78166.379.3外層624.28174412.480.527.08166.3編制年 月 日校核年 月 日批準年 月 日級D200-1500鋼筋混凝土排水管配筋圖號PJ303頁次33×××××××××&#

21、215;×有限公司表04 管節(jié)配筋 管節(jié)配筋計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）16001601920內(nèi)層1100.28164021.945.744.88166.387.3外層647.68186412.977.629.98166.316501651980內(nèi)層1131.88169022.544.447.58166.391.6外層659.88192413.176.131.58166.318001802160內(nèi)層1

22、228.38184024.440.956.18166.3105.1外層698.18210413.972.036.48166.320002002400內(nèi)層1366.09204021.546.569.192412.0136.9外層755.09234211.984.243.892412.022002202640內(nèi)層1503.39224023.642.383.592412.0159.4外層812.39258212.878.351.992412.024002302860內(nèi)層1724.510244022.045.5104.3102414.8198.4外層929.010280011.884.564.5102

23、414.82402880內(nèi)層1649.610244021.047.699.8102414.8190.5外層874.510282011.189.861.1102414.826002353070內(nèi)層2004.311264021.147.4131.1112417.9246.9外層1081.311300811.487.880.0112417.92603120內(nèi)層1800.011264019.052.8117.7112417.9224.1外層938.91130589.9101.170.6112417.928002553310內(nèi)層2149.311284022.644.2151.2113223.9290.1

24、外層1140.611324812.083.291.1113223.92803360內(nèi)層1949.811284020.548.7137.2113223.9266.3外層1003.111329810.694.781.3113223.930002753550內(nèi)層2305.412304020.449.0173.6123228.4334.5外層1205.412348610.793.8104.1123228.43003600內(nèi)層2108.412304018.753.6158.8123228.4309.4外層1071.51235369.5105.593.8123228.4編制年 月 日校核年 月 日批準年

25、月 日級D1600-3000鋼筋混凝土排水管配筋圖號PJ304頁次34×××××××××××有限公司表05 管節(jié)配筋 管節(jié)配筋計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）26002353070內(nèi)層2397.71026402×15.265.4156.9102414.8266.9外層1078.410301013.

26、772.880.4102414.82603120內(nèi)層2154.41026402×13.772.9141.0102414.8241.6外層936.710306011.983.871.0102414.828002553310內(nèi)層2171.71028402×16.461.0181.0103219.7312.0外層1137.410325014.569.091.6103219.72803360內(nèi)層2334.11028402×14.867.2164.3103219.7285.5外層1001.010330012.878.481.8103219.730002753550內(nèi)層275

27、2.11030402×17.657.0207.3103219.7350.4外層1200.310349015.365.4103.7103219.73003600內(nèi)層2518.71030402×16.162.3189.7103219.7321.1外層1067.310354013.673.692.0103219.7注： 本圖按10鋼筋并繞成型骨架。 編制年 月 日校核年 月 日批準年 月 日級D2600-3000鋼筋混凝土排水管配筋（A）圖號PJ305頁次35××××××××××&

28、#215;有限公司頂進施工用鋼筋混凝土排水管截面配筋設(shè)計圖紙目錄表D01 級D600-3000鋼筋混凝土排水管（適應(yīng)于頂管）表D03 級D600-1500鋼筋混凝土排水管配筋（適應(yīng)于頂管）表D04 級D1600-3000鋼筋混凝土排水管配筋（適應(yīng)于頂管）表D01 級D600-1200鋼筋混凝土排水管（適應(yīng)于頂管）表D03 級D600-1500鋼筋混凝土排水管配筋（適應(yīng)于頂管）表D04 級D1600-3000鋼筋混凝土排水管配筋（適應(yīng)于頂管）表D05 級D2600-3000鋼筋混凝土排水管配筋A(yù)（適應(yīng)于頂管）×××××××&#

29、215;×××有限公司表D01 鋼筋混凝土排水管 （適應(yīng)于頂管） 管節(jié)計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞600607200.124290386.67.13114060700708400.169406457.38.14234771800809600.221531529.813.155354819009010800.280672604.217.26996192100010012000.345829483.1386.527.286

30、469100110011013200.4181003521.7410.233.1104574110120012014400.4971194561.8410.136.8124381120135013516200.6291511624.6456.044.6157490135140014016800.6771625649.2473.947.7169393140150015018000.7771865693.1450.555.3194399150160016019200.8842122738.0479.761.02211106159165016519800.9402257760.8494.564.62

31、351110170180018021601.1192686833.6541.875.42798120180200020024001.3823316930.6604.996.03454134200220022026401.67240121031.2618.7115.94179145220240023028601.89945591178.8730.9141.1474915223024028801.99047751135.5681.3135.44974260023530702.09250211366.8847.4179.1523017226026031202.33556041231.3763.416

32、5.15873280025533102.44658711476.3915.3217.0611518528028033602.70864991360.8843.2204.16770300027535502.82867871582.8981.3243.3707019830030036003.10974611470.0911.4230.07772 編制年 月 日校核年 月 日批準年 月 日級D600-3000鋼筋混凝土排水管（適應(yīng)于頂管）圖號PJD201頁次39×××××××××××有限公司

33、表D02 管節(jié)配筋（適應(yīng)于頂管） 管節(jié)配筋計算長度 每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（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(nèi)層4

34、83.15104024.640.612.45121.927.2外層386.55115019.750.811.05121.911001101320內(nèi)層521.76114018.554.214.86122.733.1外層410.26126814.568.912.96122.712001201440內(nèi)層561.86124019.950.317.36122.736.8外層410.16138814.568.914.16122.713501351620內(nèi)層624.66139022.145.221.56122.744.6外層456.06156816.162.017.76122.714001401680內(nèi)層6

35、49.26144023.043.523.26122.747.7外層473.96162816.859.619.16122.715001501800內(nèi)層693.17154018.055.526.37164.855.3外層450.57174611.785.419.47164.8編制年 月 日校核年 月 日批準年 月 日級D600-1500鋼筋混凝土排水管配筋（適應(yīng)于頂管）圖號PJD202頁次40×××××××××××有限公司表D03 管節(jié)配筋（適應(yīng)于頂管） 管節(jié)配筋計算長度 每米管內(nèi)徑D0（

36、mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）16001601920內(nèi)層738.07164018.952.829.47164.861.0外層479.77186612.580.222.07164.816501651980內(nèi)層760.87169019.850.631.67164.864.6外層494.57192612.977.923.47164.818001802160內(nèi)層833.67184021.746.137.77164.875.4外層541.87210

37、614.171.028.17164.820002002400內(nèi)層930.67204024.241.346.77247.296.0外層604.97234615.763.634.97247.222002202640內(nèi)層1031.28224020.548.757.38249.5115.9外層618.78258412.381.239.68249.524002302860內(nèi)層1178.88244023.542.671.38249.5141.1外層730.98280414.668.750.88249.52402880內(nèi)層1135.58244022.644.268.78249.5135.4外層681.382

38、82413.673.747.78249.526002353070內(nèi)層1366.89264021.546.588.593216.0179.1外層847.49301213.375.062.693216.02603120內(nèi)層1231.39264019.451.679.893216.0165.1外層763.49306212.083.357.393216.028002553310內(nèi)層1476.310284018.853.2103.9103219.7217.0外層915.310325011.785.873.7103219.72803360內(nèi)層1360.810284017.357.795.8103219.7204.1外層843.210330010.793.168.9103219.73000275355