混凝土管体结构尺寸与配筋设计_图文

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1、表Ⅱ－01钢筋混凝土排水管管节计算长度每米管内径D0（mm）管壁厚t（mm）管外径D1（mm）混凝土用量最小配筋面积（mm2）钢筋用量（kg）管重量（kg）外压荷载（kN）（m3）（kg）内层外层裂缝破坏200302600.0225285.7—1.4541523352700.0266277.0—1.365300303600.03175185.3—2.4781929353700.03788159.9—2.292403800.043103142.9—2.1107400404800.055133250.6—3.61382741454900.063151223.5—3.315750

2、0506000.086207317.7—5.12163248556100.096230289.4—4.8240600607200.124290386.6—7.13114060700708400.169406457.3—8.14234771800809600.221531529.8—13.155354819009010800.280672604.2—17.26996192100010012000.345829490.7369.726.786469100110011013200.4181003533.3380.832.5104574110120012014400.4971194

3、573.9392.236.5124381120编制年月日校核年月日批准年月日Ⅱ级D200-1200钢筋混凝土排水管图号PJ201页次27×××××××××××有限公司表Ⅱ－02钢筋混凝土排水管管节计算长度每米管内径D0（mm）管壁厚t（mm）管外径D1（mm）混凝土用量最小配筋面积（mm2）钢筋用量（kg）管重量（kg）外压荷载（kN）（m3）（kg）内层外层裂缝破坏135013516200.6291511637.4413.743.5157490135140014016800.6771625659.2421.845.9169393140150015018000.777186

4、5707.0441.055.6194399150160016019200.8842122752.6459.261.42211106159165016519800.9402257775.8468.764.42351110170180018021601.1192686847.0498.474.22798120180200020024001.3823316945.5540.693.73454134200220022026401.67240121051.0587.1115.04179145220240023028601.89945591203.7672.2138.547491522

5、3024028801.99047751157.3634.1133.84974260023530702.09250211396.5784.4173.8523017226026031202.33556041270.5684.7158.95873280025533102.44658711512.2834.2213.0611518528028033602.70864991387.4737.2197.36770300027535502.82867871628.2884.4238.4707019830030036003.10974611505.0789.9221.97772年月日年月日

6、年月日Ⅱ级D1350-3000图号PJ202编制校核批准钢筋混凝土排水管页次28×××××××××××有限公司表Ⅱ－03管节配筋管节配筋计算长度每米管内径D0（mm）管壁厚t（mm）管外径D1（mm）骨架层位钢筋面积（mm2）环向筋纵向筋钢筋用量（kg）直径（mm）环内径（mm）环数（环）螺距（mm）重量（kg）直径（mm）根数（根）重量（kg）20030260单层85.7322112.182.40.5560.91.435270单层77.0322511.091.80.4560.91.330030360单层185.3332126.238.11.5560.92.435370单层

7、159.9332522.644.21.3560.92.240380单层142.9332920.249.41.2560.92.140040480单层250.6442820.050.12.7560.93.645490单层223.5443217.856.22.4560.93.350050600单层317.7453625.339.54.2560.95.155610单层289.4454023.043.43.9560.94.860060720单层386.6564319.750.86.2581.27.170070840单层457