顶进法施工用钢筋溷凝土管结构配筋手册

1、.目 次1 顶进法施工用钢筋混凝土管结构配筋手册使用说明 32 附 录 93 2=120o 法顶管用管结构计算表 114 CECS法顶管用管结构计算表345 卸荷拱法顶管用管结构计算表 57顶进法施工用钢筋混凝土管结构配筋手册使用说明2=120o法顶管用管结构计算表2=120o 法顶管用结构计算表1000 mm（1）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根10001001.52639275421.945.74122.03

2、248334426.637.64123.04568455523.243.15123.55278518526.437.95124.05989388430.932.4412259420.648.54125.072108470524.041.7512311515.962.95125.578117512526.138.3512338517.258.15126.085128554528.235.4512364518.553.95127.098147640622.644.2612416614.768.06128.0111167727625.738.9612469616.660.36129.01241868

3、17628.934.6612521618.454.361210.0137206909628.934.6612574618.454.36122=120o 法顶管用结构计算表1000 mm（2）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根10001251.52639236418.853.24122.03350284422.644.24123.04669383430.532.84123.55380433522.145.35124.

4、06090484524.740.55125.074111415433.030.3412224417.856.14125.581122451523.043.5512242512.381.85126.087131487524.840.3512261513.375.25127.0101152560528.635.0512298515.265.95128.0115173635532.430.9512335517.158.65129.0128192710625.139.8612372613.276.061210.0142213787627.935.9612409614.569.16122=120o 法顶

5、管用结构计算表1100 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根11001101.52842309424.640.64122.03553374429.833.64123.05075507525.838.75123.55786576529.334.15124.06496466523.342.1512276514.171.15125.079119565528.834.7512331516.959.35125.586129

6、616621.845.9612359612.778.76126.093140667623.642.4612386613.673.26127.0108162771627.336.6612442615.663.96128.0122183878722.843.8712497712.977.47129.0136204989725.738.9712552714.369.771210.01512271102821.945.6812607812.182.88122=120o 法顶管用结构计算表1200 mm（1）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面

7、积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根12001202.03959298423.742.2412177414.171.04123.05481399431.831.5412235418.753.44123.56293450522.943.6512264513.474.35124.070105502525.639.1512293514.967.05125.086129607530.932.31512351517.955.95125.594141661623.442.8612381613.574.26126.01021

8、53715625.339.5612410614.569.06127.0117176826629.234.2612468616.660.46128.0133200939724.441.0712526713.773.27129.01492241056727.436.4712584715.265.971210.01642461176823.442.7812642812.878.381212.01962841427828.435.2812759815.166.28122=120o 法顶管用结构计算表1200 mm（2）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环

9、向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根12001302.03959277422.145.3412159412.679.04123.05583369429.434.0412210416.759.84123.56395416433.130.2412236418.853.24124.071107463523.642.4512262513.374.95125.087131559528.535.1512314516.062.55125.595143608531.032.3512339517.357.95126.

10、0103155657623.243.0612365612.977.56127.0119179756626.737.4612417614.867.86128.0134201857630.333.0612469616.660.36129.0150225961725.040.0712520713.574.071210.01662491067727.736.1712572714.967.371212.01982971287825.639.0812675813.474.78122=120o 法顶管用结构计算表1350 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋

11、环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根13501352.03.06192445522.744.1512258513.176.15123.570105501525.539.2512289514.767.95124.079119557528.435.2512321516.461.65125.097146672623.842.0612383613.573.86125.5105158731625.938.7612415614.768.16126.0114171790628.035.8612446615.86

12、3.46127.0132198910723.742.3712509713.275.67128.01502251033726.937.2712571714.867.47129.01672511160823.143.3812634812.679.381210.01852781290825.739.0812697813.972.181212.02203301561924.540.7912822912.977.49122=120o 法顶管用结构计算表1400 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数

13、量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根14001402.03.06395462523.542.5512266513.673.85123.573110520526.537.7512300515.365.45124.082123579529.533.9512340517.357.75125.0100150698624.740.5612410614.569.06125.5109164758626.837.3612440615.664.36126.0118177819629.034.5612480617.058.96127.0137206944724.540.77

14、12550714.370.07128.01552331071727.835.9712620716.162.17129.01732601202823.941.8812690813.772.881210.01922881329826.437.8812750814.967.081212.02293441607925.339.6912870913.773.19122=120o 法顶管用结构计算表1500 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm

15、2/mmmmmmm根15001502.03.068102494525.239.7516282514.469.65163.578117556528.335.3516320516.361.45164.087131617531.431.8516360518.354.55165.0107161743626.338.0616430615.265.86165.5117176807628.635.0616470616.660.26166.0127191871630.832.5616510618.055.46167.01462191002726.038.4716580715.166.47168.0166249

16、1136729.533.9716650716.959.27169.01862791274825.439.4816730814.568.981610.02053081415828.235.5816790815.763.681612.02453681708926.937.2916920914.569.19162=120o 法顶管用结构计算表1600 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根16001602.03.0721

17、08527526.837.2516298515.265.95163.583125592530.233.2516340517.357.75164.093140657533.529.9516380519.451.75165.0114171789627.935.8616460616.361.56165.5125188856630.333.0616500617.756.56166.0135203924632.730.6616530618.753.36167.01562341062727.636.2716610715.963.17168.01772651203731.332.0716690717.955

18、.87169.01982971347826.837.3816770815.365.381610.02193291495829.833.6816840816.759.881612.02613921803928.435.3916970915.265.69162=120o 法顶管用结构计算表1650 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根16501652.03.074111546527.836.0516340517.35

19、7.75163.585128612531.232.1516380519.451.75164.096144679624.041.6616420614.967.36165.0118177815628.834.7616510618.055.46165.5129194884631.332.0616550619.551.46166.0139209954724.840.3716590715.365.27167.01612421096728.535.1716680717.756.67168.01832751241732.331.0716760719.750.67169.02043061390827.736.

20、2816840816.759.881610.02263391542924.241.3916920914.569.191612.02694041859929.234.29161060916.760.09162=120o 法顶管用结构计算表1800 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根18001802.03.081122597530.432.9516370518.853.15163.593140668534.029.

21、4516410520.947.95164.0105158740626.238.2616460616.361.56165.0128192886631.331.9616550619.551.46165.5140210961725.040.0716590715.365.27166.01522281034726.937.2716640716.660.17167.01752631188730.932.4716730719.052.77168.01992991343826.737.4816820816.361.38169.02233351503829.933.4816910818.155.281610.0

22、2463691666926.238.2916990915.664.391612.029444120041025.539.2101611401014.568.910162=120o 法顶管用结构计算表2000 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根20002002.03.090135668623.642.3616400614.170.76163.5103155746626.437.9616460616.361.561

23、64.0116174824629.234.3616510618.055.46165.0129194904723.542.6716600715.664.17165.5142213984725.639.1716650716.959.27166.01552331065727.736.1716700718.255.07167.01692541147729.833.6716800720.848.17168.01952931313826.138.3816900817.955.98169.02213321483829.534.08161000819.950.381610.02473711656926.038

24、.49161110917.457.391612.027341018341023.442.8101612601016.062.310162=120o 法顶管用结构计算表2150 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根21502102.03.03.5111167820721.346.9724470712.281.97244.0125188906723.642.5724520713.574.07245.015323010

25、79728.035.7724620716.162.17245.51672511168730.432.9724660717.158.37246.01812721257825.040.0824720814.369.88247.02093141438828.635.0824820816.361.38248.02373561623925.539.2924910914.369.99249.02653981812928.535.19241020916.062.492410.029344020061025.639.2102411101014.170.8102412.034952424091125.439.4

26、102412801113.574.210242=120o 法顶管用结构计算表2200 mm管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根22002202.03.03.5113170826721.546.6724500713.077.07244.0128192911723.742.2724560714.668.77245.01562341085728.235.5724660717.158.37245.51712571173730

27、.532.8724710718.454.27246.01852781262825.139.8824770815.365.38247.02143211442828.734.8824880817.557.18248.02433651626925.639.1924990915.664.39249.02724081814928.535.19241090917.158.492410.030145220061025.639.1102411901015.266.0102412.035853724041125.339.5102413701114.469.410242=120o 法顶管用结构计算表2400 mm

28、（1）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根24002402.03.03.5123185911723.742.2724590715.365.27244.01392091004726.138.3724650716.959.27245.01702551191731.032.3724770720.050.07245.51862791287825.639.0824830816.560.68246.02023031383827.

29、536.3824900817.955.98247.02333501578924.840.39241020916.062.49248.02653981777927.935.89241140917.955.89249.029644419801025.239.7102412601016.062.3102410.032849221881123.043.4102413701114.469.4102412.039158726181223.243.2102415701213.972.010242=120o 法顶管用结构计算表2400 mm（2）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层

30、配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根24002302.03.03.5123185945724.640.7724620716.162.17244.01392091042727.136.9724680717.756.67245.01702551239824.740.6824810816.162.08245.51862791339826.637.5824880817.557.18246.02013021439922.644.2924940914.867.79247.0233350164

31、5925.938.79241070916.859.59248.026439618541023.642.4102412001015.365.410249.029544320691026.438.0102413101016.760.0102410.032648922891124.141.5102414201114.966.9102412.038958427471224.341.2102416301214.469.410242=120o 法顶管用结构计算表2600 mm（1）管径Do管壁厚度h管顶覆土深度Hs裂纹荷载破坏荷载内层配筋量外层配筋量环向钢筋纵筋环向钢筋纵筋面积直径环数螺距直径数量面积直径环数螺距直径数量mmmmmkN/mkN/mmm2/mmmmmmm根mm2/mmmmmmm根26002602.03.03.5133200997819.850.4832640812.778.58324.01502251097821.845.8832710814.170.88325.01842761298825.838.7832840816.759.88325.52013021401922.045.4932900914.170.79326.02183271504923.742.