頂進(jìn)法施工用鋼筋溷凝土管結(jié)構(gòu)配筋手冊

1、.目 次1 頂進(jìn)法施工用鋼筋混凝土管結(jié)構(gòu)配筋手冊使用說明 32 附 錄 93 2=120o 法頂管用管結(jié)構(gòu)計(jì)算表 114 CECS法頂管用管結(jié)構(gòu)計(jì)算表345 卸荷拱法頂管用管結(jié)構(gòu)計(jì)算表 57頂進(jìn)法施工用鋼筋混凝土管結(jié)構(gòu)配筋手冊使用說明2=120o法頂管用管結(jié)構(gòu)計(jì)算表2=120o 法頂管用結(jié)構(gòu)計(jì)算表1000 mm（1）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1000 mm（2）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂

5、管用結(jié)構(gòu)計(jì)算表1100 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1200 mm（1）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面

7、積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1200 mm（2）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)

9、向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1350 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋

11、環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1400 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)

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 法頂管用結(jié)構(gòu)計(jì)算表1500 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1600 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1650 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表1800 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表2000 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表2150 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表2200 mm管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表2400 mm

28、（1）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表2400 mm（2）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層

30、配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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 法頂管用結(jié)構(gòu)計(jì)算表2600 mm（1）管徑Do管壁厚度h管頂覆土深度Hs裂紋荷載破壞荷載內(nèi)層配筋量外層配筋量環(huán)向鋼筋縱筋環(huán)向鋼筋縱筋面積直徑環(huán)數(shù)螺距直徑數(shù)量面積直徑環(huán)數(shù)螺距直徑數(shù)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.