預應力連續(xù)梁橋畢業(yè)設計

1、 目 錄第1章 概 述1.1 設計依據(jù)及標準1.2橋型及縱、橫斷面設計1.3毛截面幾何特性第2章 主梁內(nèi)力計算2.1單元劃分2.2恒載內(nèi)力計算2.3 內(nèi)力影響線計算2.4 活載內(nèi)力計算2.5溫度及基礎沉降次內(nèi)力計算2.6內(nèi)力組合（一）第3章 預應力鋼束估算與布置3.1 鋼束估算原理3.2鋼束估算3.3 鋼束布置3.4凈、換算截面幾何特性計算第4章 預應力損失及有效預應力計算4.1預應力損失種類及相應的計算方法4.2鋼筋的有效預應力計算原理4.3鋼束預應力損失及有效預應力計算第5章 配束后主梁內(nèi)力計算及內(nèi)力組合（二）5.1施工階段主梁內(nèi)力計算5.2活載內(nèi)力、溫度及基礎沉降次內(nèi)力計算5.3混凝土收

2、縮、徐變次內(nèi)力計算5.4內(nèi)力組合（二）第6章 主梁截面強度驗算6.1截面強度計算原理6.2強度驗算第7章 應力、變形及其他驗算7.1預加應力階段各截面混凝土法向應力計算7.2正常使用階段混凝土法向應力及主應力計算與驗算7.3正常使用階段鋼束應力計算與驗算7.4 變形計算與驗算7.5變形驗算及預拱度設置主要參考文獻結(jié) 束 語前 言 關鍵詞： This design is about the superstructure designing of Pangjia Cun Bridge which adopt building way of simple-span to construction.

3、First, people prepared to make girders then hung them to be a continous bridge, and they adopted the same hight of changing section box girder of which the span is twenty-five meters, and the total bridge is divided into 6 spans with the whole lenth of 150 meters.There are seven chapters in the dire

4、ction. The first chapter is sketch, its about the pattern and dimension of bridge. The second is about the internal force calculating,including dead load、living load internal force、temperature and abutment subsided sequence internal force and compose load.The third is about the estimate and arrange

5、of the reinforced steel. The fourth, loss estimating.The fifth, calculate the intenal foce after distributing the steel .The sixth, check of strength. The last chapter, the control of the stress and construction phase, and set the advanced arch degree.continous bridge，simple-span to contiinuous cons

6、truction , changing section box girder，loading, stress. 第1章 概 述 表1-1 毛截面幾何特性計算截面梁高(cm)底板厚(cm)腹板寬(cm)A(c)Yx(cm)I(cm)Wx=I/Yx預制中梁跨中12515158106.2576.527616096519.22210336.1預制中梁支點125252510606.2570.82119471469.76274939.2預制邊梁跨中12515158856.2579.997616620237.38207759.2預制邊梁支點125252511356.2573.903820170346.227

7、2927.1成橋后中梁跨中12525159606.2582.925618249522.89220071成橋后中梁支點125252512106.2576.604722363017.77291927.5成橋后邊梁跨中12515159606.2582.925618249522.89220071成橋后邊梁支點125252512106.2576.604722363017.77291927.5第2章 主梁內(nèi)力計算節(jié)點號與控制截面對應關系見表2-1 表2-1 節(jié)點號與控制截面對應表節(jié)點號2369121516控制截面永久支點變化點L/4L/23L/4變化點臨時支點節(jié)點號18202124273033控制截面永久

8、支點臨時支點變化點L/4L/23L/4變化點節(jié)點號34363839424548控制截面臨時支點永久支點臨時支點變化點L/4L/23L/4節(jié)點號51525456576063控制截面變化點臨時支點永久支點臨時支點變化點L/4L/2節(jié)點號66697072747578控制截面3L/4變化點臨時支點永久支點臨時支點變化點L/4節(jié)點號81848788909293控制截面L/23L/4變化點臨時支點永久支點臨時支點變化點節(jié)點號9699102105106控制截面L/4L/23L/4變化點永久支點 表2-2 節(jié)點坐標表節(jié) 點 號12345678X坐標（m）00.42.03.55.06.558.5510.55節(jié)

9、點 號910111213141516X坐標（m）12.714.716.718.8520.1721.4922.824.5節(jié) 點 號1718192021222324X坐標（m）24.8225.025.1825.527.228.5529.931.25節(jié) 點 號2526272829303132X坐標（m）33.3535.4537.539.641.743.7545.146.45節(jié) 點 號3334353637383940X坐標（m）47.849.549.8250.050.1850.552.253.55節(jié) 點 號4142434445464748X坐標（m）54.956.2558.3560.4562.564.

10、666.768.75節(jié) 點 號4950515253545556X坐標（m）70.171.4572.874.574.8275.075.1875.5節(jié) 點 號5758596061626364X坐標（m）77.278.5579.981.2583.3585.4587.589.6節(jié) 點 號6566676869707172X坐標（m）91.793.7595.196.4597.899.599.82100.0節(jié) 點 號7374757677787980X坐標（m）100.18100.5102.2103.55104.9106.25108.35110.45節(jié) 點 號8182838485868788X坐標（m）112

11、.5114.6116.7118.75120.1121.45122.8124.5節(jié) 點 號8990919293949596X坐標（m）124.82125.0125.18125.5127.2128.51129.83131.15節(jié) 點 號979899100101102103104X坐標（m）133.3135.3137.3139.45141.45143.45145.0146.5節(jié) 點 號105106107X坐標（m）148.0149.6150.0 表2-3 預制中箱梁一期恒載集度(kN/m) 單元號1231415161920213233集 度26.52523.420.27523.426.52523.4

12、20.27523.4單元號343738395051525556576869集 度26.52523.420.27523.426.52523.420.27523.4單元號70737475868788919293104105集 度26.52523.420.27523.426.52523.420.27523.4單元號106 集 度26.525表2-4 預制邊箱梁一期恒載集度單元號1231415161920213233集 度28.425.27522.1525.27528.425.27522.1525.275單元號343738395051525556576869集 度28.425.27522.1525.2

13、7528.425.27522.1525.275單元號70737475868788919293104105集 度28.425.27522.1525.27528.425.27522.1525.275單元號106集 度28.4 表2-5 成橋后箱梁一期恒載集度(kN/m) 單元號1231415161920213233集 度30.2527.13824.02527.13830.2527.13824.02527.138單元號343738395051525556576869集 度30.2527.13824.02527.13830.2527.13824.02527.138單元號7073747586878891

14、9293104105集 度30.2527.13824.02527.13830.2527.13824.02527.138單元號106集 度30.25表2-6 第一施工階段的恒載內(nèi)力(邊梁)截面號1001900 2左11.36-2.27E+00 20左9.09E+00-1.45E+00 2右271.8-2.27E+00 20右2.71E+02-1.45E+003231.43.99E+02212.28E+024.21E+024198.27.21E+02221.98E+027.09E+0251659.94E+02231.68E+029.56E+026130.71.22E+03241.38E+021.1

15、6E+03786.41.44E+03259.19E+011.41E+03842.121.57E+03264.54E+011.55E+03續(xù)表2-69-5.4871.61E+03273.49E-111.60E+0310-49.771.55E+0328-4.65E+011.55E+0311-94.051.41E+03299.30E+011.41E+0312-141.71.16E+0330-1.38E+021.16E+0313-170.99.49E+0231-1.68E+029.56E+0214-200.17.04E+0232-1.98E+027.09E+0215-229.14.23E+0233-2

16、.28E+024.21E+02 16左-272.1-1.45E+00 34左2.71E+02-1.45E+00 16右9.085-1.45E+00 34右9.09E+00-1.45E+0017003500表2-7 第四施工階段的恒載內(nèi)力截面號 QM截面號 QM1-7.04E-11-9.43E+0128-3.54E+014.83E+02 2左1.21E+01-9.67E+0129-8.58E+013.56E+02 2右2.40E+02-9.67E+0130-1.35E+021.30E+02續(xù)表2-731.96E+022.66E+0231-1.68E+02-7.44E+0141.60E+025.3

17、3E+0232-2.00E+02-3.22E+0251.24E+027.46E+0233-2.32E+02-6.13E+0268.70E+019.09E+0234-2.79E+02-1.07E+0373.90E+011.04E+0335-2.88E+02-1.16E+0389.06E+001.07E+03 36左2.94E+02-1.21E+039-6.07E+019.90E+02 36右3.03E+02-1.21E+0310-1.09E+028.21E+02372.98E+02-1.16E+0311-1.57E+025.56E+02382.98E+02-1.07E+0312-2.08E+02

18、1.64E+02392.42E+02-5.94E+0213-2.40E+02-1.32E+02402.10E+02-2.89E+0214-2.72E+02-4.69E+02411.77E+02-2.80E+0115-3.03E+02-8.46E+02421.45E+021.89E+0216-3.49E+02-1.41E+03439.44E+014.41E+0217-3.59E+02-1.53E+03444.40E+015.86E+02 18左3.65E+02-1.59E+0345-5.24E+006.26E+02 18右3.24E+02-1.59E+0346-5.57E+015.62E+021

19、93.18E+02-1.54E+0347-1.06E+023.93E+02203.09E+02-1.43E+0348-1.55E+021.25E+02212.62E+02-9.26E+0249-1.88E+02-1.06E+02222.30E+02-5.93E+0250-2.20E+02-3.81E+02231.98E+02-3.05E+0251-2.53E+02-7.00E+02241.65E+02-5.98E+0152-2.99E+02-1.19E+03251.15E+022.34E+0253-3.08E+02-1.29E+03266.43E+014.22E+02 54左3.14E+02-

20、1.34E+03271.51E+015.04E+02 54右3.14E+02-1.34E+03 表2-9 節(jié)點影響線數(shù)據(jù)表 截面6號節(jié)點截面9號節(jié)點截面12號節(jié)點截面18號節(jié)點剪力彎矩剪力彎矩剪力彎矩剪力彎矩10.0207-0.2710.02065-0.143110.02065-0.016091-0.00550.1082002002002004-0.162.0984-0.15961.1174-0.15960.135640.04201-0.82576-0.3144.1886-0.31362.266-0.31360.331260.07958-1.56460.68644.1887-0.41143.0

21、517-0.41140.521370.1003-1.97180.49432.9999-0.60214.8549-0.60211.15290.1277-2.51190.39792.40790.39794.85410-0.68611.603100.1312-2.579110.23611.419110.23612.87112-0.83942.936120.1119-2.199120.16060.9607120.16061.948120.16062.936130.097-1.906140.08090.481140.080890.9785140.080891.476150.05279-1.037160.

22、00980.0579160.009770.118160.009770.1781170.00484-0.09503170.00350.0205170.003450.04169170.003450.06294180019-0.003-0.0219-0.0034-0.040819-0.0034-0.06161190.9951-0.0831920-0.009-0.05520-0.0092-0.111220-0.0092-0.1679200.9861-0.226724-0.074-0.44124-0.0745-0.898824-0.0745-1.357240.7792-1.83227-0.077-0.4

23、5427-0.0767-0.926227-0.0767-1.398270.4932-1.88830-0.041-0.2430-0.0406-0.489430-0.0406-0.7387300.2107-0.997434-0.003-0.01634-0.0027-0.032134-0.0027-0.04841340.01286-0.065363600360036003600380.00250.0148380.002510.03026380.002510.0456738-0.01210.06167 續(xù)表2-9390.00990.0585390.009880.1193390.009880.18013

24、9-0.04780.2431450.02090.1236450.020880.252450.020880.380345-0.1010.5135480.0110.0653480.011030.1331480.011030.20148-0.05340.2714510.00350.0205510.003460.04171510.003460.0629651-0.01670.085520.00070.0043520.000720.00873520.000720.0131752-0.00350.01778540054005400540056-7.00E-04-0.00456-0.0007-0.00825

25、6-0.0007-0.01243560.0033-0.0167857-0.003-0.01657-0.0027-0.032557-0.0027-0.049570.01301-0.0661663-0.006-0.03463-0.0057-0.068663-0.0057-0.1036630.0275-0.139966-0.003-0.01866-0.003-0.036366-0.003-0.0548660.01455-0.0739870-2.00E-04-0.00170-0.0002-0.002470-0.0002-0.0036700.00096-0.00486720072007200720074

26、0.00020.0011740.000190.00225740.000190.00339774-0.00090.004587780.00150.009780.001510.01827780.001510.0275878-0.00730.03723840.00080.005840.000840.01017840.000840.0153684-0.00410.02074870.00030.0016870.000270.00324870.000270.00489687-0.00130.00661886.00E-050.0003885.70E-050.00069885.70E-050.00103588

27、-0.00030.001397900090009000900092-5.00E-05-3.00E-0492-5.00E-05-0.000792-5.00E-05-0.00098920.00026-0.0013396-5.00E-04-0.00396-0.0005-0.005596-0.0005-0.00833960.00221-0.01125102-3.00E-04-0.002102-0.0003-0.0039102-0.0003-0.005931020.00157-0.008105-9.00E-05-5.00E-04105-9.00E-05-0.0011105-9.00E-05-0.0016

28、31050.00043-0.0022106001060010600106001072.00E-050.00011072.20E-050.000271072.20E-050.000409107-0.00010.000553表2-10 節(jié)點影響線數(shù)據(jù)表截面24號節(jié)點截面27號節(jié)點截面30號節(jié)點截面36號節(jié)點剪力彎矩剪力彎矩剪力彎矩剪力彎矩1-0.0050.07291-0.010.0391-0.0050.004210.0015-0.029420020020020040.042-0.55840.042-0.2940.042-0.0324-0.0110.224670.1003-1.33170.1-0.7

29、70.1003-0.0777-0.0270.5361100.1312-1.741100.131-0.92100.1312-0.10110-0.0360.7014130.097-1.287130.097-0.68130.097-0.07513-0.0260.5186160.0132-0.175160.013-0.09160.0132-0.0116-0.0040.0706119-0.0050.06541900.03519-0.0050.0038190.0013-0.026323-0.1652.23523-0.171.20223-0.1650.1686230.0431-0.8472續(xù)表2-1024-

30、0.2213.01724-0.221.63724-0.2210.2565240.0561-1.103240.77923.01725-0.312.40425-0.3130.4479250.0755-1.483250.6872.2626-0.413.28326-0.410.7209260.0923-1.814260.591.64627-0.514.2527-0.5071.083270.1046-2.057270.49321.167270.4934.2528-0.6061.567280.1114-2.19290.29880.5007290.2992.36830-0.7892.933300.1007-

31、1.98300.21070.2989300.2111.616300.21072.933310.0886-1.742340.01290.0132340.0130.094340.01290.1739350.0046-0.0895350.00450.0047350.0050.033350.00450.06153600360036003600361037-0.004-0.005370-0.0337-0.004-0.06370.9954-0.088640-0.07-0.07240-0.07-0.5140-0.07-0.944400.8907-1.38941-0.086-0.08941-0.09-0.63

32、41-0.086-1.168410.84-1.71944-0.108-0.11144-0.11-0.7844-0.108-1.458440.5967-2.14647-0.072-0.07447-0.07-0.5247-0.072-0.971470.3032-1.4350-0.028-0.02950-0.03-0.2150-0.028-0.385500.1088-0.56625400540054005400580.0190.0195580.0190.138580.0190.256858-0.0710.3781620.02940.0301620.0290.214620.02940.396962-0

33、.110.5844660.01460.0149660.0150.106660.01460.196866-0.0540.2897700.0010.001701.00E-030.007700.0010.012970-0.0040.01902710.00030.0003713.00E-040.002710.00030.004671-0.0010.00673720072007200720073-3.00E-04-3.00E-04730073-3.00E-04-0.004730.0012-0.006676-0.005-0.00576-0.01-0.0476-0.005-0.07760.0194-0.10

34、3579-0.008-0.00879-0.01-0.0679-0.008-0.109790.0301-0.160280-0.008-0.00880-0.01-0.0680-0.008-0.109800.0303-0.161185-0.003-0.003850-0.0285-0.003-0.042850.0117-0.062488-3.00E-04-3.00E-04880088-3.00E-04-0.004880.001-0.00559000900090009000911.00E-041.00E-04911.00E-047.00E-04911.00E-040.001391-4.00E-040.0

35、019950.00190.002950.0020.014950.00190.025995-0.0070.03819960.00220.0023960.0020.016960.00220.029996-0.0080.044051000.00230.00241000.0020.0171000.00230.0312100-0.0090.045871050.00040.00041054.00E-040.0031050.00040.0059105-0.0020.0086310600106001060010600107-1.00E-04-1.00E-0410700107-1.00E-04-0.001107

36、0.0004-0.0022 表2-11 邊跨等剛度簡支主梁荷載橫向分布影響線 梁號 p=1位置(主梁軸線)1234510.10.4250.2810.150.0850.0590.20.5230.2950.1140.0450.0230.10330.4280.2810.1490.0840.05830.10.150.2160.2680.2160.150.20.1140.2270.3180.2270.1140.10330.1490.2160.270.2160.149 表2-12 截面號汽車MaxM汽車MinM汽車MaxQ 汽車MinQ 剪力(kN)彎矩(kN.m)剪力(kN)彎矩(kN.m)剪力(kN)

37、彎矩(kN.m)剪力(kN)彎矩(kN.m)1000000-345.602左00350.2-116.100350.1-6.4132右007.184-116.1356.3-0.7188-38.2303327.9463.4-6.691-111.6321.4443.1-38.1-34.114289.1818.3-6.688-123.2292.4786-60.83619.55-5.7561106-38.09-1492641054-84.67847.16-39.181332-38.09-201.6235.41255-105.2986.37-83.091530-36.9-260.4197.91395-13

38、010868-126.11614-36.13-320.3164.51441-168.11197992.061576-34.55-377.6131.91398-204.111781051.991444-33.94-435.9102.81263-246.2111011-247.21226-33.11-487.377.451081-277.8896.712-22.89928.2-33.1-552.153.2838.4-307.4570.913-298.1700.3-48.26-596.640.28680-329.2354.2續(xù)表2-1214-281.7491.2-85.9-683.528.34511

39、.9-350.8115.615-5.016324.3-117.1-813.217.91346.9-366.1-186.3164.121203.1-306.3-109410.39224.5-395.7-536.7177.4205.9-312.1-118410.39227.3-395.7-648.918左-8.906207.8320.6-1236-10.4229.1402.8-656.618右-44.77207.8168.1-1236393.2-715.7-50.31227.819-44.45201.7163.8-1206390.1-668.5-50.31219.820-39.47191.1157

40、.9-1156384.7-586.6-50.15205.621271.8337.6121.8-925.2355.7-194.4-49.86146.3220.3365537.389.51-789.9331.886.4-51.05104.523298.475861.54-801.8307.4333.8-64.36609.224298.2101538.88-645.8282.8537.9-78.02717.725221.9115038.46-577.9244.4786.4-103.1848.326179.3131538.02-510.9206.7933.9-137.7972.327132.5135437.62-448171.3987.5-171.1995.92889.621313-25.71-463.8137.1957.5-206932.229-222.81167-25.51-509.8106.9866.6-251.1821.430-260908.5-25.42-553.980.41725.2-287.4582.631-263.6736.1-52.2-59664.9613.3-306.9358.8329.87755