樁板式擋土墻計算書

樁板式擋土墻驗算［執(zhí)行標準：公路］計算項目：樁板式擋土墻1原始條件:墻身尺寸:樁總長:35.000(m)嵌入深度:20.000(m)截面形狀:方樁樁寬:1.500(m)樁高:2.500(m)樁間距:5.500(m)擋土板的類型數(shù):1板類型號 板厚(m)10.350嵌入段土層數(shù):1柱底支承條件:鉸接計算方法：M法土層序號 土層厚(m)1 50.000板寬(m)板塊數(shù)1.00015重度(kN/m3) M(MN/m4)18.000 20.000初始彈性系數(shù)A:0.000(MN/m3)初始彈性系數(shù)A1:0.000(MN/m3)物理參數(shù):樁混凝土強度等級:C25樁縱筋合力點到外皮距離:80(mm)樁縱筋級別:2級樁箍筋級別:1級樁箍筋間距:200(mm)板混凝土強度等級:C25板縱筋合力點到外皮距離:35(mm)板縱筋級別:2級擋土墻類型:一般擋土墻墻后填土內(nèi)摩擦角:30.000(度)墻后填土容重:19.000(kN/m3)墻背與墻后填土摩擦角:15.000(度)坡線土柱:坡面線段數(shù):1折線序號 水平投影長(m)豎向投影長(m) 換算土柱數(shù)19.3000.0002第1個：定位距離l.OOO(m)汽車-超20級(計算荷載)第2個：定位距離1.000(m)掛車-120級(驗算荷載)地面橫坡角度：10.000(度)墻頂標高：0.000(m)擋墻分段長度：10.000(m)鋼筋混凝土配筋計算依據(jù)：《混凝土結(jié)構(gòu)設計規(guī)范GBJ10-89》注意：內(nèi)力計算時，庫侖土壓力分項(安全)系數(shù)=1.200第1種情況：計算荷載［土壓力計算］計算高度為15.000(m)處的庫侖主動土壓力無荷載時的破裂角=35.670(度)汽車-超20級(計算荷載)路基面總寬二9.300(m),路肩寬=1.000(m)安全距離=0.500(m)單車車輛外側(cè)車輪中心到車輛邊緣距離=0.350(m),車與車之間距離=0.600(m)經(jīng)計算得，路面上橫向可排列此種車輛2列布置寬度=10.767(m)布置寬度范圍內(nèi)車輪及輪重列表：第1列車：中點距全部破裂體輪號路邊距離(m)輪寬(m)輪壓(kN)上輪壓(kN)011.5000.30015.00015.000023.3000.30015.00015.000031.5000.60060.00060.000043.3000.60060.00060.000051.5000.60060.00060.000063.3000.60060.00060.000071.5000.60070.00070.000083.3000.60070.00070.000091.5000.60070.00070.000103.3000.60070.00070.000第2列車：

中點距全部破裂體輪號路邊距離(m)輪寬(m)輪壓(kN)上輪壓(kN)014.6000.30015.00015.000026.4000.30015.00015.000034.6000.60060.00060.000046.4000.60060.00060.000054.6000.60060.00060.000066.4000.60060.00060.000074.6000.60070.00070.000086.4000.60070.00070.000094.6000.60070.00070.000106.4000.60070.00070.000布置寬度B0=10.767(m)分布長度L0-20.000(m)荷載值SG=1100.000(kN)換算土柱高度h0=0.269(m)第1破裂角：33.220(度)Ea=665.019Ex=642.359Ey=172.120(kN)作用點高度Zy=5.054(m)樁身內(nèi)力計算計算方法：m法內(nèi)側(cè)最大彎矩=30852.607(kN-m)距離樁頂18.500(m)外側(cè)最大彎矩=701.068(kN-m)距離樁頂32.500(m)最大剪力=4237.379(kN) 距離樁頂15.000(m)樁頂位移=113(mm)點號距頂距離彎矩剪力位移土反力(m)(kN-m)(kN)(mm)(kPa)10.000-0.000-0.000-1130.00020.5000.761-4.564-1100.00031.0006.085-18.255-1070.00041.50020.537-41.073-1040.00052.00049.088-75.473-1010.00062.50097.940-121.454-980.00073.000172.064-176.563-940.00083.500276.024-240.799-910.00094.000414.384-314.162-880.000104.500591.707-396.653-850.000115.000812.557-488.271-820.000125.5001081.499-589.016-790.000136.0001403.094-698.889-760.000146.5001781.909-817.889-720.000157.0002222.505-946.016-690.000167.5002729.446-1083.271-660.000178.0003307.297-1229.654-630.000188.5003960.621-1385.163-600.000199.0004693.981-1549.800-570.000209.5005511.942-1723.565-540.0002110.0006419.067-1906.456-510.0002210.5007419.920-2098.476-480.000

23 11.24 11.25 12.26 12.27 13.28 13.29 14.30 14.31 15.32 15.33 16.34 16.35 17.36 17.37 18.38 18.39 19.40 19.41 20.42 20.43 21.44 21.45 22.46 22.47 23.48 23.49 24.50 24.51 25.52 25.53 26.54 26.55 27.56 27.57 28.58 28.59 29.60 29.61 30.62 30.63 31.64 31.65 32.66 32.67 33.68 33.69 34.0008519.064-2299.622-450.0005009721.063-2509.896-420.00000011030.481-2729.297-390.00050012451.882-2957.826-360.00000013989.828-3195.482-330.00050015648.885-3442.265-310.00000017433.615-3698.176-280.00050019348.582-3963.214-260.00000021398.350-4237.379-230.00050023517.039-4108.251-21-206.60500025506.602-3749.183-18-367.90550027266.223-3214.622-16-487.39300028721.225-2554.451-14-568.88150029820.674-1813.629-12-616.43300030534.854-1031.934-11-634.27950030852.607-243.804-9-626.72900030778.656521.700-7-598.07750030330.9081240.820-6-552.51600029537.8381894.927-5-494.05650028435.9802470.246-4-426.45400027067.5922957.500-3-3534803351.494-2-277.23700023716.0983650.643-1-201.40250021827.8383856.478-1-127.93500019859.6193973.131-0-58.71050017854.7074006.82104.80600015852.7983965.360061.53350013889.3473857.6791110.75600011995.1183693.3991152.09250010195.9473482.4361185.4490008512.6823234.6661210.9845006961.2812959.6361229.0640005553.0462666.3351240.2185004294.9462363.0131245.0970003190.0332057.0581244.4315002237.8891754.9191238.9910001435.1141462.0791229.554500775.8101183.0591216.877000252.055921.4691201.666500-145.659680.0811184.555000-428.027460.9281166.091500-606.587265.4200146.721000-693.44794.4810126.781500-701.068-51.3160106.495000-642.130-171.609085.973500-529.459-266.099065.212000-376.031-334.424044.108

22.4630.000箍筋22.4630.000箍筋71 35.0000.000-195.035 0（二）樁身配筋計算點號距頂距離面?zhèn)瓤v筋背側(cè)縱筋(m)(mm2)(mm2)(mm2)10.0007500750035720.5007500750035731.0007500750035741.5007500750035752.0007500750035762.5007500750035773.0007500750035783.5007500750035794.00075007500357104.50075007500357115.00075007500357125.50075007500357136.00075007500357146.50075007500357157.00075007500357167.50075007500357178.00075007500357188.50075007500357199.00075007500357209.500750075953572110.000750088103572210.5007500101613572311.0007500116583572411.5007500133133572512.0007500151363572612.5007500171403572713.0007500193393572813.5007500217503572914.0007500243893573014.5007500272763573115.0007500304353573215.5007500337803573316.0007500370003573416.5007500399173573517.0007500423813573617.5007500442763573718.0007500455233573818.5007500460823573919.0007500459523574019.500750045166357

4120.0007500437863574220.5007500418943574321.0007500395843574421.5007500369543574522.0007500340993574622.5007500311073574723.0007500280573574823.5007500250193574924.0007500220493575024.5007500191953575125.0007500164933575225.5007500139713575326.0007500116503575426.500750095403575527.000750076503575627.500750075003575728.000750075003575828.500750075003575929.000750075003576029.500750075003576130.000750075003576230.500750075003576331.000750075003576431.500750075003576532.000750075003576632.500750075003576733.000750075003576833.500750075003576934.000750075003577034.500750075003577135.00075007500357擋土板內(nèi)力配筋計算板類型板厚板下緣距頂最大土壓力單塊板彎矩單塊板全部縱筋號(mm)距離(m)(kPa)(kN-m)面積(mm2)135015.000101.353383.2434745第2種情況:驗算荷載［土壓力計算］計算高度為15.000(m)處的庫侖主動土壓力無荷載時的破裂角=35.670(度)掛車-120級(驗算荷載)路基面總寬二9.300(m),路肩寬=1.000(m)安全距離=1.000(m)單車車輛外側(cè)車輪中心到車輛邊緣距離=0.400(m),車與車之間距離=0.600(m)經(jīng)計算得，路面上橫向可排列此種車輛1列布置寬度=10.767(m)布置寬度范圍內(nèi)車輪及輪重列表:

第1列車:中點距全部破裂體輪號路邊距離(m)輪寬(m)輪壓(kN)上輪壓(kN)012.0000.50075.00075.000022.9000.50075.00075.000033.8000.50075.00075.000044.7000.50075.00075.000052.0000.50075.00075.000062.9000.50075.00075.000073.8000.50075.00075.000084.7000.50075.00075.000092.0000.50075.00075.000102.9000.50075.00075.000113.8000.50075.00075.000124.7000.50075.00075.000132.0000.50075.00075.000142.9000.50075.00075.000153.8000.50075.00075.000164.7000.50075.00075.000布置寬度B0=10.767(m)分布長度L0=15.000(m)荷載值SG=1200.000(kN)換算土柱高度h0=0.391(m)第1破裂角：33.240(度)Ea=674.449Ex=651.468Ey=174.560(kN)作用點高度Zy=5.078(m)樁身內(nèi)力計算計算方法：m法內(nèi)側(cè)最大彎矩=31366.539(kN-m)距離樁頂18.500(m)外側(cè)最大彎矩=713.669(kN-m)距離樁頂32.500(m)最大剪力=4296.487(kN)距離樁頂15.000(m)樁頂位移=115(mm)點號距頂距離彎矩剪力位移土反力(m)(kN-m)(kN)(mm)(kPa)10.0000.0000.000-1150.00020.5000.761-4.564-1120.00031.0006.085-18.255-1090.00041.50020.537-41.073-1060.00052.00049.274-76.588-1030.00062.50099.241-124.800-990.00073.000175.595-182.139-960.00083.500282.902-248.606-930.00094.000425.723-324.200-900.000104.500608.623-408.921-860.000115.000836.165-502.770-830.000125.5001112.914-605.746-800.000136.0001443.433-717.849-770.000146.5001832.285-839.080-740.000157.0002284.034-969.438-700.000

5002803.244-1108.924-670.0000003394.479-1257.536-640.0005004062.302-1415.277-610.0000004811.277-1582.144-580.0005005645.967-1758.139-550.0000006570.937-1943.261-520.0005007590.750-2137.510-490.0000008709.969-2340.887-460.0005009933.158-2553.392-430.00000011264.881-2775.023-400.00050012709.702-3005.782-370.00000014272.185-3245.668-340.00050015956.892-3494.682-310.00000017768.389-3752.823-290.00050019711.236-4020.091-260.00000021790.000-4296.487-230.00050023938.244-4165.310-21-209.88300025955.311-3800.556-19-373.72250027738.801-3257.562-17-495.07000029212.871-2587.014-14-577.80650030325.814-1834.598-13-626.06100031047.469-1040.724-11-644539-240.378-9-636.41600031287.848536.921-8-607.26250030829.6171267.046-6-560.93800030020.8011931.080-5-501.51750028898.5372515.039-4-432.81700027505.7623009.510-3-358.33650025889.0273409.224-2-281.20700024096.5373712.584-1-204.16950022176.4433921.154-1-129.54400020175.3834039.141-0-59.23450018137.3034072.86905.26900016102.5144030.282062.87150014107.0203920.4591112.84700012182.0553753.1751154.80750010353.8453538.5081188.6600008643.5473286.4911214.5665007067.3533006.8251232.9000005636.7222708.6391244.1995004358.7142400.3121249.1240003236.4102089.3481248.4195002269.3671782.2951242.8650001454.1151484.7191233.256500784.6481201.2111220.358000252.904935.4321204.888500-150.784690.1951187.49116 7.17 8.18 8.19 9.20 9.21 10.22 10.23 11.24 11.25 12.26 12.27 13.28 13.29 14.30 14.31 15.32 15.33 16.34 16.35 17.36 17.37 18.38 18.39 19.40 19.41 20.42 20.43 21.44 21.45 22.46 22.47 23.48 23.49 24.50 24.51 25.52 25.53 26.54 26.55 27.56 27.57 28.58 28.59 29.60 29.61 30.62 30.6331.000-437.291467.5611168.7246431.500-618.345268.9590149.0396532.000-706.25095.3240128.7786632.500-713.669-52.7670108.1686733.000-653.483-174.947087.3206833.500-538.722-270.917066.2326934.000-382.566-340.310044.7977034.500-198.412-382.566022.8137135.000-0.000-198.41200.000（二）樁身配筋計算點號距頂距離面?zhèn)瓤v筋背側(cè)縱筋箍筋(m)(mm2)(mm2)(mm2)10.0007500750035720.5007500750035731.0007500750035741.5007500750035752.0007500750035762.5007500750035773.0007500750035783.5007500750035794.00075007500357104.50075007500357115.00075007500357125.50075007500357136.00075007500357146.50075007500357157.00075007500357167.50075007500357178.00075007500357188.50075007500357199.00075007500357209.500750077743572110.000750090143572210.5007500103933572311.00075001192035