橋梁工程專業(yè)拱橋畢業(yè)設(shè)計

第一章概述基本資料1、自然概況：橋址處谷地較為平緩，呈不對稱的V型，橋址區(qū)地形欺負(fù)，河谷切割高差較大，沉積物較厚，基礎(chǔ)較好。2、建橋理由：新建3、河流及水文狀況：由于為河谷，常年無水，橋下沒有通航要求。4、當(dāng)?shù)亟ㄖ牧锨闆r：當(dāng)?shù)赜猩?、石料供?yīng)，水泥、鋼材運距較短。設(shè)計規(guī)范1、《公路橋涵設(shè)計通用規(guī)范》(JTJ021—89)2、《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋設(shè)計》(JTJ023—85)3、《公路工程抗震設(shè)計規(guī)范》(JTJ004—89)4、《公路橋涵鋼結(jié)構(gòu)及木結(jié)構(gòu)設(shè)計規(guī)范》(JTJ011—89)5、《公路磚石及混凝土橋涵設(shè)計規(guī)范》(JTJ022—85)6、《公路橋涵地基與基礎(chǔ)設(shè)計規(guī)范》(JTJ024—85)技術(shù)標(biāo)準(zhǔn)1、跨徑：64m+105m+64m2、設(shè)計荷載：汽一超203、驗算荷載：掛一1204、橋面凈寬：凈-0.25+11.25+1.5+11.25+0.25，橋梁全寬24.5m5、本橋在起點樁號處的設(shè)計標(biāo)高：470.506、橋面坡度：縱坡+2%橫坡雙向1.5%四主要材料構(gòu)件及其數(shù)據(jù)主拱圈為40號鋼筋混凝土箱肋拱y=26kn/m3拱上立柱和橋面簡支梁采用30號鋼筋混凝土y=25kn/m3五施工要點1、主橋施工時采用纜索吊裝施工，單箱肋預(yù)制成拱后現(xiàn)澆混凝土。兩邊的引橋采用預(yù)制裝配2、兩端的橋臺均采用U型橋臺，由于覆蓋層較薄，其基礎(chǔ)采用明挖擴(kuò)大基礎(chǔ)。兩拱座采用整體式，鋼筋混凝土結(jié)構(gòu)，引橋部分采用擴(kuò)大基礎(chǔ)。3、開挖基礎(chǔ)時，要按實際尺寸開挖，為保證基礎(chǔ)與巖層的緊密結(jié)合，基礎(chǔ)采用不立?，F(xiàn)澆。第二章方案比較橋梁方案設(shè)計是整個橋梁設(shè)計中的重要一環(huán)，一座橋梁設(shè)計的優(yōu)劣關(guān)鍵在于其方案的好壞。對一定的建橋條件，可以做出基本滿足要求的多種不同的設(shè)計方案，只有通過技術(shù)、經(jīng)濟(jì)等方面的綜合比較才能科學(xué)地得出最優(yōu)設(shè)計。根據(jù)橋址地形，地質(zhì)，水文條件和技術(shù)標(biāo)準(zhǔn)的要求，擬定出不同體系，不同材料且各具特色可能實現(xiàn)的五個橋梁方案：預(yù)應(yīng)力混凝土簡支梁橋、三跨變截面連續(xù)梁橋、等跨等截面連續(xù)梁橋、上承式鋼筋混凝土拱橋、中承式鋼筋混凝土拱橋，從總體布局，環(huán)境協(xié)調(diào)，技術(shù)先進(jìn)性，施工可能景觀要求，技術(shù)經(jīng)濟(jì)等多方面考慮后，選出以下三個方案：第一方案：預(yù)應(yīng)力混凝土簡支梁橋（1）孔徑布置。橋跨布置為25m+6*30m+25m，全長230m，由于無通航要求，是一種簡單最經(jīng)濟(jì)的常用橋型。（2）主跨結(jié)構(gòu)構(gòu)造。兩邊孔采用標(biāo)準(zhǔn)跨徑為25m的裝配式預(yù)應(yīng)力混凝土簡支T梁，與中跨跨徑不等。橋全寬24.5m,梁高2.0m，每片T梁間現(xiàn)澆混凝土。（3）主墩基礎(chǔ)。東西橋臺均為整體圬工重力式U型橋臺。橋墩皆為擴(kuò)大基礎(chǔ)，柱直徑為2.0m，清除較厚的沉積物后，柱深入土中0.5m后再建基礎(chǔ)。（4）施工方案。由于預(yù)制工藝技術(shù)較成熟，采用先張法進(jìn)行預(yù)制施工，采用自行式吊車架梁的方法吊裝，操作簡單易行。第二方案：預(yù)應(yīng)力混凝土連續(xù)梁（1）孔徑布置。孔徑布置為5*46m，全長230m。盡管受橋面標(biāo)高及橋面縱坡的限制，但由于該橋址處為谷地，無通航要求，是一種較經(jīng)濟(jì)較協(xié)調(diào)的常用橋型。采用等跨等截面箱形截面，使得構(gòu)造簡單且不顯笨重。（2）主跨結(jié)構(gòu)構(gòu)造。主梁采用分離式單箱室截面，箱高2.5m，兩箱懸臂之間的距離為7.0m，每個箱截面寬度為11.66m。（3）主墩基礎(chǔ)。東西橋臺均為整體式圬工重力式U型橋臺。0#和4#橋墩為擴(kuò)大基礎(chǔ)（分離式），柱直徑為2.0m。2#和3#橋墩為樁柱式墩，鉆孔灌注樁樁徑為150mm，樁長度為12m。（4）施工方案。采用支架現(xiàn)澆組合成整體箱。第三方案：上承式鋼筋混凝土箱肋拱（1）孔徑布置。本方案由兩側(cè)簡支板梁和中間主橋結(jié)構(gòu)組成，孔徑布置為4*16m（簡支空心板）+105m+4*16（簡支空心板），全長233m。因地處谷地，無通航要求，可充分利用地形，是一種美觀較經(jīng)濟(jì)的常用方案。（2）主跨結(jié)構(gòu)構(gòu)造。主橋采用鋼筋混凝土箱形肋拱，矢跨比f/l=1/5，拱軸系數(shù)m=1.756,為等截面懸鏈線無鉸拱。考慮到橋面寬有24.5m，故采用分離式雙肋主拱圈。每個主拱圈的橫截面由雙箱單室組成，寬度為2.4m，箱高2.0m，肋間距為6.4m。主拱圈上立柱為0.8*0.8m，間距為6.7m。兩側(cè)邊跨為簡支空心板，主梁高度為70cm。同主跨結(jié)構(gòu)相同，也采用分離構(gòu)造。（3）主墩基礎(chǔ)。東西橋臺均為整體式圬工重力式U型橋臺。拱座為鋼筋混凝土制作（分離式）。簡支板橋的墩為擴(kuò)大基礎(chǔ)，柱直徑為1.2*1.2m，也采用分離式。（4）施工方案。主跨的箱形主拱采用無支架門柱式纜索吊裝，縱向分為五段進(jìn)行預(yù)制吊裝，成拱后現(xiàn)澆10cm厚混凝土。邊跨采用預(yù)制施工。各方案技術(shù)經(jīng)濟(jì)比較列表如下：

序號\方匕\案較\類項'別目、第一方案第一方案第三方案預(yù)應(yīng)力混凝土簡支梁25m+6*30m+25m預(yù)應(yīng)力混凝土連續(xù)梁5*46m主橋:鋼筋混凝土拱橋105m引橋:預(yù)應(yīng)力空心板梁2*（4*16m）1橋高（m）2橋長（m）243.5243.5245.53最大縱坡（％）2.02.02.04工藝技術(shù)要求技術(shù)先進(jìn)，工藝要求嚴(yán)格，可工廠化預(yù)制，所需設(shè)備少，占用場地少，制作簡單技術(shù)較先進(jìn)，工藝要求較嚴(yán)格，所需設(shè)備較少，占用場地較少已有成熟的工藝技術(shù)經(jīng)驗。需用大量的吊裝設(shè)備。占用施工場地大，需用勞動力多5使用效果屬于靜定結(jié)構(gòu)，設(shè)有伸縮縫，行車條件稍差屬于超靜定結(jié)構(gòu)，受力較好。橋面連續(xù)，無伸縮縫，行車條件好，養(yǎng)護(hù)也容易拱的承載能力大，養(yǎng)護(hù)麻煩，外形美觀6造價及用材混凝土及鋼材用料最省混凝土及鋼材用量排第二混凝土用量最多，鋼筋用量較少推薦橋型方案通過以上技術(shù)，使用效果，造價美觀等方面的比較，選定第三種方案為設(shè)計方案，其原因如下：1、橋址地形好，基礎(chǔ)良好，能承受拱腳較大推力2、與環(huán)境較協(xié)調(diào)，外形美觀3、盡管造價及用材最多，但相差較少4、三種方案施工方法都較常規(guī)，施工難度較小，就施工程序而言，拱橋方案簡明易行總的來說三個方案都符合了安全，功能，美觀的要求。實際中選擇工期短，造價低的混凝土簡支梁方案，但為了符合畢業(yè)設(shè)計要求，本人選擇第三個方案為最終設(shè)計方^＜。第三章結(jié)構(gòu)設(shè)計（一）電算部分通過SSAP軟件反復(fù)驗算，擬定最優(yōu)拱軸系數(shù)m=1.756，擬定計算跨徑為102m，計算矢高20.4m，整個主橋部分分為兩副橋同時進(jìn)行施工。得到拱軸系數(shù)后，可以根據(jù)方程〉=虬_］）*Oh役-1）確定主拱圈的拱軸系數(shù)，然后劃分節(jié)點和，拱橋分橋面系單元、非橋面系單元。其中橋面系劃分28個單元，非橋面系劃分70個單元：拱圈部分先是劃分48個單元，立柱與拱圈相交點同時作為一個節(jié)點，可以刪除與交點很近的節(jié)點號。拱圈之要劃分48個單元，是因為現(xiàn)在所有的拱橋設(shè)計手冊上拱圈都是被分為48個單元。以橋面最左端為起點，x軸向右為正，輸入的絕對坐標(biāo)，y軸橋面系向上為正，向下為負(fù)，輸入的是相對與橋面中心線的相對坐標(biāo)，通過方程計算出拱圈每個節(jié)點的坐標(biāo)，輸入即可。其中的截面信息共有三個：橋面系單元截面特性、立柱截面特性和拱圈截面特性，再輸入每種截面所用材料。施工階段通過模擬纜索吊裝，纜索被作為又一種非橋面系單元，在拱圈合攏后拆除。運營階段中，輸入其荷載信息，組合方式，溫度變化等。最后即可利用GQJS軟件計算結(jié)構(gòu)內(nèi)力，電算具體數(shù)據(jù)如下：***********結(jié)構(gòu)荷載信息***********1110110100000001101111:輸出項控制信息:計算起始階段號15:計算終止階段號4:結(jié)構(gòu)形式信息:施工方法信息:結(jié)構(gòu)材料類型信息98:桿件元總數(shù)4:支承桿件元總數(shù)86:節(jié)點總數(shù)28:橋面桿件元總數(shù):截面幾何類型總數(shù):結(jié)構(gòu)材料類型總數(shù):受力階段總數(shù):內(nèi)力及應(yīng)力組合組數(shù)0:預(yù)應(yīng)力工作束總數(shù)2:工作束力學(xué)類型數(shù)0:計算預(yù)應(yīng)力及收縮徐變信息1:活載自動加載計算內(nèi)力及位移信息0:需計算活載位移（撓度）的節(jié)點數(shù)1:活載橫向分配系數(shù)沿跨徑變化點數(shù)0:斜張橋斜拉索數(shù)0:計算剪應(yīng)力方法1:計算單位制控制信息0.0500:支座摩阻系數(shù)1.0000:影響線加載步長0.0000:影響線加載起點

105.0000:影響線加載終點***單元信息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

4431323310000150100110145323333100001501001101463334331000015010011014734353310000150100110148353633100001501001101493637333000015010011015037383330000150100110151383933300001501001101523940333000015010011015340413330000150100110154414233300001501001101554243333000015010011015643443330000150100110157444533300001501001101584546333000015010011015946473330000150100110160474833300001501001101614849333000015010011016249503330000150100110163505133300001501001101645152333000015010011016552533330000150100110166535433300001501001101675455333000015010011016855563330000150100110169565733300001501001101705758333000015010011017158593330000150100110172596033300001501001101736061333000015010011017461623330000150100110175626333300001501001101766364333000015010011017764653330000150100110178656633300001501001101796667333000015010011018067683330000150100110181686933300001501001101826970333000015010011018370713330000150100110184717233300001501001101857273333000015010011018673743330000150100110187747533300001501001101887576333000015010011018976773330000150100110190777833300001501001101更多內(nèi)容盡在炫彩生活網(wǎng)9178793330000150100110192798033300001501001101938081333000015010011019481823330000150100110195828333300001501001101968384333000015010011019784853330000150100110198858633300001501001101***桿件元截面上下緣坐標(biāo)***10010099.6577100.1499.79277100.1499.7910.510.5100.2199.86310.510.5100.2199.861414100.2899.9341414100.2899.9317.517.5100.35100517.517.5100.351002121100.42100.0762121100.42100.0724.524.5100.49100.14724.524.5100.49100.142828100.56100.2182828100.56100.2131.531.5100.63100.28931.531.5100.63100.283535100.7100.35103535100.7100.3538.538.5100.77100.421138.538.5100.77100.424242100.84100.49124242100.84100.4945.545.5100.91100.561345.545.5100.91100.564949100.98100.63144949100.98100.6352.552.5101.05100.71552.552.5101.05100.75656101.12100.77165656101.12100.7759.559.5101.19100.841759.559.5101.19100.846363101.26100.91186363101.26100.9166.566.5101.33100.981966.566.5101.33100.987070101.4101.05207070101.4101.0573.573.5101.47101.122173.573.5101.47101.127777101.54101.19227777101.54101.1980.580.5101.61101.262380.580.5101.61101.268484101.68101.33248484101.68101.3387.587.5101.75101.42587.587.5101.75101.49191101.82101.47269191101.82101.4794.594.5101.89101.542794.594.5101.89101.549898101.96101.61289898101.96101.61105105102.1101.75297.46.699.9799.977.46.682.3282.323014.413.6100.11100.1114.413.687.187.13121.420.6100.25100.2521.420.690.9790.973228.427.6100.39100.3928.427.693.8793.873335.434.6100.53100.5335.434.696.0396.033442.441.6100.67100.6742.441.697.6797.673549.448.6100.81100.8149.448.698.1498.143656.455.6100.95100.9556.455.698.1398.133763.462.6101.09101.0963.462.697.4497.443870.469.6101.23101.2370.469.696.0396.033977.476.6101.37101.3777.476.693.8793.874084.483.6101.51101.5184.483.690.9290.924191.490.6101.65101.6591.490.687.187.14298.497.6101.79101.7998.497.682.3282.32430.8482.15278.57877.0622.9684.27280.40178.884442.9934.24780.42278.8635.1236.37782.13480.576455.1396.36182.14780.5636.3897.61183.11281.528466.4017.59983.12181.5197.2818.47983.77982.177477.2998.46183.79282.1639.41910.58185.30483.676489.4410.5685.31983.66111.5612.6886.75185.0944911.58912.65186.7785.07513.46914.53187.94886.2525013.49414.50687.96286.23815.87416.88689.3687.6355115.89916.86189.37487.62118.01918.98190.53788.7835218.0518.9590.55388.76720.5521.4591.81390.0275320.57821.42291.82690.01322.32823.17292.64190.8295422.35223.14892.65390.81724.48325.27793.57591.745524.51125.24993.58791.72826.63127.36994.42992.5715626.65327.34794.43892.56227.65328.34794.80892.9325727.66228.33894.81192.92928.78229.45895.21393.3315828.81129.42995.22393.32130.94131.55995.91694.0145930.96531.53595.92494.00633.09533.66596.55694.6396033.12233.63896.56494.63134.74235.25896.99695.0646134.76735.23397.00295.05835.26735.73397.12295.1786235.27435.72697.12495.17637.39437.84697.61795.6686337.42537.81597.62395.66239.55539.94598.04696.0846439.58739.91398.05296.07841.71742.04398.40496.4316541.69742.06398.40196.43541.81642.18498.42396.4576641.86642.13498.43196.44943.86644.13498.70196.7196743.89644.10498.70496.71646.01646.22498.92796.9386846.04446.19698.9396.93548.17448.32699.09297.0986948.20348.29799.09497.09648.95349.04799.12997.1317048.95849.04299.12997.13150.33850.42299.18797.1897150.36550.39599.18897.18852.48552.51599.2297.227252.51352.48799.2297.2254.63354.60799.19297.1927354.66554.57599.19197.19356.04555.95599.12997.1317456.04755.95399.12997.13156.79756.70399.09497.0967556.82456.67699.09297.09858.95458.80698.93596.94765958.7698.9396.94563.1262.8898.43396.4477763.16462.83698.42696.45465.41465.08698.05196.0797865.44765.05398.04696.08567.57767.18397.61895.6577967.60467.15697.61295.66369.72469.27697.12595.1758069.73369.26797.12295.17870.23369.76797.00295.0588170.26169.73996.99595.06571.88171.35996.55894.6278271.89871.34296.55394.63274.02873.47295.93694.0148374.06573.43595.92494.02676.19575.56595.21793.3198476.21575.54695.2193.32577.33576.66594.81292.9288577.34776.65394.80892.93278.34777.65394.43892.5628678.36877.63294.4392.5780.48779.75293.59291.7328780.51979.72193.57991.74682.64981.85192.65290.8188882.67281.82892.64190.82984.42283.57891.82690.0138984.4583.5591.81390.02786.9586.0590.55388.7679086.97986.02190.53888.78289.09988.14189.3887.6259189.12888.11289.36487.64191.50890.49287.96286.2389291.53290.46887.94786.25493.41292.34886.76485.0719393.43992.32186.74785.08895.55994.44185.3283.669495.58294.41885.30383.67797.70296.53883.78582.1599597.71696.52483.77682.16998.59697.40483.12381.5179698.61197.38983.11281.52899.86198.63982.14780.5639799.87898.62282.13380.576102.01100.7580.41678.85998102.03100.7380.39778.878104.15102.8578.57977.0619900100000001001050102.1000001011.5077.8200000102103.5077.8200000***類型材料特性***130000.0020100.0025.000000.1000000E-04226000.0017400.0025.000000.1000000E-04335000.0029750.0026.000000.1000000E-04***材料混凝土收縮徐變特性***10.30000000.2100000E-012.0000000.2100000E-010.1500000E-0320.30000000.2100000E-012.0000000.2100000E-010.1500000E-0330.30000000.2100000E-012.0000000.2100000E-010.1500000E-03***橋面系鉛直荷載各集度信息***0.000-30.000105.000-30.000***溫度沿截面高度變化各點信息***0.0009.0000.000-15.000

**************輸出計算結(jié)果********************************施工過程加載階段**************************單元自重荷載(NP=4)******************階段內(nèi)力*********單元號結(jié)點號軸力(kN)剪力(kN)彎矩(kN.m)43308608.775-109.561685692-312.05796.68444318440.392-34.58996.44644328276.802-238.045-275.88345328279.892-74.232-275.31345338187.717-193.633-486.96946338189.743-65.558-487.58646348126.927-149.614-605.52847348128.24930.022-604.86047357983.780-172.478-789.93848357985.58231.302-790.47048367848.768-171.206-970.32249367849.991100.545-970.12249377733.017-86.222-955.10850377732.328134.473-955.11850387593.482-101.954-909.61751387593.195121.478-909.82851397477.712-89.119-869.92852397476.300170.463-869.58352407351.125-77.886-739.47653407350.008149.967-739.63753417269.040-23.877-617.54754417267.021172.956-617.54454427175.361-38.636-460.94855427173.196180.427-461.00255437089.504-30.173-289.09456437088.201139.267-288.79456447051.44739.925-193.42557447050.754106.612-193.72357457010.782-4.650-133.23858457007.652209.498-133855-2.10098.64659466936.626175.88098.51659476873.783-35.716254.240

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