橋梁博士畢業(yè)設(shè)計(jì)電子版

本科生畢業(yè)設(shè)計(jì)（論文）PAGEPAGEIII摘要這次畢業(yè)設(shè)計(jì)是針對(duì)西河大橋的四車道方案進(jìn)行初步設(shè)計(jì)，結(jié)合橋址處的地質(zhì)條件、設(shè)計(jì)基本要求與主要技術(shù)標(biāo)準(zhǔn)，擬定了等截面預(yù)應(yīng)力混凝土簡(jiǎn)支變連續(xù)梁橋、連續(xù)T梁橋、簡(jiǎn)支板橋方案，經(jīng)過橋型方案比選，最終選定等截面預(yù)應(yīng)力混凝土簡(jiǎn)支變連續(xù)梁橋作為推薦方案，并對(duì)m等截面預(yù)應(yīng)力混凝土簡(jiǎn)支變連續(xù)梁橋方案進(jìn)行了詳細(xì)設(shè)計(jì)。通過查閱資料和參考相關(guān)成橋經(jīng)驗(yàn)數(shù)據(jù)擬定主梁結(jié)構(gòu)尺寸，利用橋梁博士V3.0對(duì)主梁結(jié)構(gòu)進(jìn)行一次成橋和施工成橋內(nèi)力分析，根據(jù)分析結(jié)果進(jìn)行估束，并經(jīng)過配束、調(diào)束確定預(yù)應(yīng)力鋼束的數(shù)量與布置形式。根據(jù)配筋結(jié)果對(duì)主梁結(jié)構(gòu)進(jìn)行應(yīng)力、內(nèi)力計(jì)算組合和強(qiáng)度、抗裂驗(yàn)算，根據(jù)結(jié)果表明主梁結(jié)構(gòu)滿足設(shè)計(jì)要求。在設(shè)計(jì)過程中，按照設(shè)計(jì)要求同時(shí)進(jìn)行工程圖繪制。關(guān)鍵詞：預(yù)應(yīng)力混凝土簡(jiǎn)支變連續(xù)梁橋結(jié)構(gòu)設(shè)計(jì)AbstractThisgraduationdesignoffour-laneoftheWestRiverBridgeispresentedinthispaper.Accordingtogeologicalconditionsinthebridgesite,basicrequirementsofdesigningandprincipaltechnicalstandards,threebridgeprojectshavebeendrawnup.ThefirstprogramistheSectionofprestressedconcretesimply-supportedintocontinuousgirderbridge.ThesecondprogramistheContinuousTbeambridge.ThethirdprogramisSimplysupportedslabbridge.Ultimately,theSectionofprestressedconcretesimply-supportedintocontinuousgirderbridgeisdeterminedastherecommendedproject,andadetaileddesigniscarriedoutontheprojectnamedmthevariableconstantsectionprestressedconcretecontinuousbeambridge.Structuredimensionsofmaingirderisdrewupbyresourcingandreferringtothecorrelatedexperiencedata,andtheinternalforceanalysisofonetimeformingbridgeandconstructionformingbridgeofmaingirderiscarriedonbyDoctorBridgeV3.0.Quantityofprestresswireisestimatedaccordingtotheanalysisresults,amountandlayouttypesarefixedthroughdistributingandadjustingprestresswire.Calculationofstressandinternalforceandcheckingofstrengthandcrack-resistancearebasedonthedistributionresults,designingandcomputingofpiersarebasedontheconstructionwaterlevel,andtheresultsshowthatbothmaingirderandsubstructuremeetthedesigningrequirements.Protactingofengineeringdrawingsisprogressedduringthedesigning.Keyword:prestressedconcreteacontinuousgirderbridgearchitecturaldesign第一章設(shè)計(jì)基本資料與主要技術(shù)指標(biāo)1.1工程概況：西河大橋位于四川省南充市西山風(fēng)景開發(fā)區(qū)。本橋跨越過西河，連接西山和市區(qū)。全橋橋長(zhǎng)85m.橋面寬24.5m.1.2設(shè)計(jì)技術(shù)標(biāo)準(zhǔn)：設(shè)計(jì)荷載：公路—I級(jí)2.橋面凈空：2×7.5m行車道，2×3m人行道，中間帶寬2+2×0.75m=3.5m。橋面全寬24.5m。3、設(shè)計(jì)水位：本橋橋面標(biāo)高由橋兩端規(guī)劃道路確定。西河防護(hù)工程設(shè)計(jì)水位273.5m，設(shè)計(jì)洪水頻率1/204、地震基本烈度：橋址處地震烈度小于VI度，按VI度設(shè)防1.3有關(guān)設(shè)計(jì)資料：1、地質(zhì)情況；見指導(dǎo)教師提供地址勘查報(bào)告2、地區(qū)氣侯：工程所在地屬典型的中亞熱帶濕潤季風(fēng)氣候區(qū)，具有四川盆地共同的氣候特征：四季分明，冬暖、春早、夏熱、秋雨、多云霧。冬夏季風(fēng)更替明顯，冬季氣流來自北部高緯地區(qū)，氣溫較低，降水少，但因北有秦巴山地阻滯冷空氣南下而較溫暖。夏季多吹偏南風(fēng)，氣候炎熱，降水集中。工程所在地氣溫差別不大。霜雪少見，無霜期長(zhǎng)達(dá)290--320天。年降水量在980--1150毫米之間，大致由西南向東北遞減，降水季節(jié)分配不均。進(jìn)入盛夏后，常有旱情發(fā)生，秋季受盆地地形影響，多秋雨綿綿天氣，云量大，日照少，加之冬季多霧，屬于日照較少的地區(qū)。3、材料：鋼材，木材，水泥均能滿足供應(yīng)，砂礫石可以就地取材，塊片料石運(yùn)距10公里。預(yù)應(yīng)力鋼絞線：采用《公預(yù)規(guī)》(JTGD62—2004)中的鋼絞線，公稱面積為，標(biāo)準(zhǔn)強(qiáng)度，彈性模量。普通鋼筋：、鋼筋標(biāo)準(zhǔn)應(yīng)符合13013—1991和1499—1998的規(guī)定。凡鋼筋直徑小于等于者，均采用熱軋帶肋鋼；凡鋼筋直徑小于者，采用鋼，鋼板應(yīng)符合700—88規(guī)定的鋼板。錨具：預(yù)應(yīng)力錨具采用符合國際后張法預(yù)應(yīng)力混凝土協(xié)會(huì)FIP標(biāo)準(zhǔn)的I類錨具，其錨固效率大于95%。預(yù)應(yīng)力管道：采用預(yù)埋圓形和扁形塑料波紋管成型。支座：主橋支座采用GPZ（Ⅱ）系列支座。伸縮縫：全橋伸縮縫分別采用、兩種規(guī)格的淺埋式三防伸縮縫。橋面鋪裝：厚瀝青混凝土。1.4基本計(jì)算數(shù)據(jù)：根據(jù)《公預(yù)規(guī)》中各條規(guī)定，混凝土、鋼絞線和鋼筋的各項(xiàng)基本數(shù)據(jù)以及在各階段的限值，如表1-1所列?；居?jì)算數(shù)據(jù)表1-1名稱項(xiàng)目符號(hào)單位數(shù)據(jù)主梁混凝土立方體強(qiáng)度彈性模量軸心抗壓標(biāo)準(zhǔn)強(qiáng)度軸心抗拉標(biāo)準(zhǔn)強(qiáng)度軸心抗壓設(shè)計(jì)強(qiáng)度軸心抗拉設(shè)計(jì)強(qiáng)度MPaMPaMPaMPaMPaMPa5032.42.6522.41.83短暫狀態(tài)壓應(yīng)力限值拉應(yīng)力限值MPaMPa20.722.887持久狀態(tài)壓應(yīng)力限值：壓應(yīng)力限值主壓應(yīng)力限值拉應(yīng)力限值：短期效應(yīng)組合下拉應(yīng)力限值短期效應(yīng)組合主拉應(yīng)力限值長(zhǎng)期效應(yīng)組合拉應(yīng)力限值MPaMPaMPaMPaMPa16.219.440.001.060.00鋼絞線標(biāo)準(zhǔn)強(qiáng)度彈性模量抗拉設(shè)計(jì)強(qiáng)度最大控制應(yīng)力MPaMPaMPaMPa186012601395持久狀態(tài)應(yīng)力：標(biāo)準(zhǔn)荷載組合MPa1209材料重度鋼筋混凝土瀝青混凝土鋼絞線25.023.078.5鋼絞線與混凝土的彈性模量比無量綱5.65第二章橋型方案比選橋梁的形式可考慮拱橋、梁橋梁拱組合橋、斜拉橋和懸索橋。任選三種作比較，從安全、功能、經(jīng)濟(jì)、美觀、施工、占地與工期多方面比選，最終確定橋梁形式。2.1橋梁設(shè)計(jì)原則(1)適用性橋上應(yīng)保證車輛和人群的安全暢通，并應(yīng)滿足將來交通量增長(zhǎng)的需要。橋下應(yīng)滿足泄洪、安全通航、通行等要求。建成的橋梁應(yīng)保證使用年限，并便于檢查和維修。(2)安全性現(xiàn)代橋梁設(shè)計(jì)越來越強(qiáng)調(diào)舒適度，要控制橋梁的豎向與橫向振幅，避免車輛在橋上振動(dòng)與沖擊。整個(gè)橋跨結(jié)構(gòu)及各部分構(gòu)件，在制造、運(yùn)輸、安裝和使用過程中應(yīng)具有足夠的強(qiáng)度、剛度、穩(wěn)定性和耐久性。(3)經(jīng)濟(jì)性設(shè)計(jì)的經(jīng)濟(jì)性一般應(yīng)占首位。經(jīng)濟(jì)性應(yīng)綜合發(fā)展遠(yuǎn)景及將來的養(yǎng)護(hù)和維修等費(fèi)用。(4)先進(jìn)性橋梁設(shè)計(jì)應(yīng)體現(xiàn)現(xiàn)代橋梁建設(shè)的新技術(shù)。應(yīng)便于制造和架設(shè)，應(yīng)盡量采用先進(jìn)工藝技術(shù)和施工機(jī)械、設(shè)備，以利于減少勞動(dòng)強(qiáng)度，加快施工進(jìn)度，保證工程質(zhì)量和施工安全。(5)美觀一座橋梁，尤其是座落于城市的橋梁應(yīng)具有優(yōu)美的外形，應(yīng)與周圍的景致相協(xié)調(diào)。合理的結(jié)構(gòu)布局和輪廓是美觀的主要因素，決不應(yīng)把美觀片面的理解為豪華的裝飾。應(yīng)根據(jù)上述原則，對(duì)橋梁作出綜合評(píng)估。2.2橋型方案第一方案：先簡(jiǎn)支后連續(xù)箱梁橋本方案設(shè)計(jì)為（25+25+25）m預(yù)應(yīng)力混凝土等截面先簡(jiǎn)支后連續(xù)箱梁橋+25m橋臺(tái)，橋?qū)挒?4.5m。主梁采用單箱單室箱型截面.先簡(jiǎn)支后連續(xù)箱梁橋具有以下特點(diǎn)：優(yōu)良的力學(xué)特性，結(jié)構(gòu)簡(jiǎn)單，受力明確。具有較大的剛度和強(qiáng)大的抗扭性能。架設(shè)安裝方便，節(jié)省材料。跨越能力較大，橋下視覺效果好。圖2-1方案一先簡(jiǎn)支后連續(xù)箱梁立面圖第二方案：簡(jiǎn)支板橋本方案設(shè)計(jì)為810m簡(jiǎn)支板梁橋+22.5m橋臺(tái)，橋?qū)挒?4.5m。簡(jiǎn)支板橋結(jié)構(gòu)的優(yōu)點(diǎn)有以下幾點(diǎn)：（1）具有剛度大、變形小、伸縮縫少和行車舒適等優(yōu)點(diǎn)；（2）簡(jiǎn)支梁的預(yù)應(yīng)力鋼束在工廠進(jìn)行張拉，而負(fù)彎矩區(qū)的預(yù)應(yīng)力鋼束布置及張拉均在主梁上進(jìn)行，僅需吊裝設(shè)備起吊主梁，減少了施工設(shè)備，又能避免張拉預(yù)應(yīng)力鋼束造成地面上的障礙；（3）預(yù)制梁能采用標(biāo)準(zhǔn)構(gòu)件，進(jìn)行工廠化統(tǒng)一生產(chǎn)和管理，有利于技術(shù)操作，節(jié)省了施工時(shí)間，縮短工期，提高經(jīng)濟(jì)效益；圖2-2方案二板橋立面圖第三方案：連續(xù)T梁橋本方案設(shè)計(jì)為（25+25+25）m預(yù)應(yīng)力混凝土等截面連續(xù)梁橋+25m橋臺(tái)，橋?qū)挒?4.5m。連續(xù)T梁橋優(yōu)點(diǎn):(1).制造簡(jiǎn)單;(2).整體性好;(3).接頭方便;(4).受力明確、節(jié)省材料、架設(shè)安裝方便，跨越能力較大.圖2-3方案三T梁橋立面圖2.3方案比選表2-1橋型方案比選表橋型方案第一方案：先簡(jiǎn)支后連續(xù)箱梁橋第二方案：簡(jiǎn)支板橋第三方案：連續(xù)T梁橋使用性能建筑高度較低，易保養(yǎng)和維護(hù)，橋下視覺效果好。建筑高度較低,行車平順，后期維護(hù)較多行車平順舒；抗震能力強(qiáng)。建筑高度較高，易開裂受力性能受力明確屬于靜定結(jié)構(gòu)，受力不如超靜定結(jié)構(gòu)好，但其結(jié)構(gòu)質(zhì)量安全可靠，耐勞性好，計(jì)算簡(jiǎn)便目前的預(yù)應(yīng)力混凝土T形梁采用預(yù)應(yīng)力結(jié)構(gòu)，預(yù)應(yīng)力張拉后上拱偏大，影響橋面線形，帶來橋面鋪裝加厚。美觀性線條明晰，與當(dāng)?shù)氐牡匦闻浜?，顯得美觀大方構(gòu)造簡(jiǎn)單，線形簡(jiǎn)潔單調(diào)跨徑一般，線條明晰，但比較單調(diào)，與景觀配合很不協(xié)調(diào)施工方面橋梁的上、下部可平行施工，使工期大大縮短；無需在高空進(jìn)行構(gòu)件制作，質(zhì)量以控制，可在一處成批生產(chǎn)，從而降低成本。技術(shù)較先進(jìn)，工藝要求嚴(yán)格，施工方便，制造工藝簡(jiǎn)單。已有成熟的工藝技術(shù)經(jīng)。預(yù)制T型構(gòu)件，運(yùn)至施工地點(diǎn)，采用混凝土現(xiàn)澆，將T型梁連接，其特點(diǎn)外型簡(jiǎn)單、制造方便，整體性好適用性適用于對(duì)橋下視覺有要求的工程，適用于各種地質(zhì)情況；用于對(duì)工期緊的工程；對(duì)通航無過高要求的工程。用于對(duì)工期緊的工程；對(duì)通航無過高要求的工程。對(duì)通航無過高要求的工程；對(duì)抗震無過高要求的工程；對(duì)整體性有要求的工程。經(jīng)濟(jì)性640萬元980萬元700萬元綜合經(jīng)濟(jì)技術(shù)、美觀舒適、安全耐久等方面考慮，選擇（25+25+25）m的等截面先簡(jiǎn)支后連續(xù)箱型梁橋?yàn)樵O(shè)計(jì)方案。第三章主梁截面尺寸的擬定3.1設(shè)計(jì)特點(diǎn)本橋上部結(jié)構(gòu)為簡(jiǎn)支變連續(xù)混凝土箱形梁橋，采用先預(yù)制再吊裝的方法施工。在各個(gè)階段，可能具有不同的靜力體系，其中包括安裝單元、拆除單元、張拉預(yù)應(yīng)力等工況，因此恒載內(nèi)力計(jì)算時(shí)必須精確模擬各個(gè)施工階段。橋梁恒載內(nèi)力由各個(gè)施工階段的內(nèi)力疊加而成，顯然對(duì)于不同的施工方法，橋梁恒載內(nèi)力是有很大區(qū)別的。而汽車荷載、人群荷載和溫度、墩臺(tái)沉降等作用在成橋以后才發(fā)生，與施工方法無關(guān)。設(shè)計(jì)時(shí)需借助計(jì)算機(jī)輔助計(jì)算（橋梁博士V3.0）完成的.3.2主梁間距與主梁片數(shù)為使材料得到充分利用，擬采用抗彎剛度和抗扭剛度都較大的箱型截面，按單箱單室截面設(shè)計(jì)，為減小下部結(jié)構(gòu)的工程數(shù)量，采用斜腹式。施工方法采用先預(yù)制再吊裝的方法。在保證行車道板使用性能—撓度和裂縫控制的前提下，將預(yù)制箱梁控制在可以吊裝的范圍內(nèi)，整橋橫向按8片預(yù)制箱梁布置，設(shè)計(jì)主梁間距均為3.0m，邊主梁寬3.25m,中主梁寬2.4m，主梁之間留0.6m后澆段，以減輕吊裝重量，同時(shí)能加強(qiáng)橫向整體性。3.3主梁細(xì)部尺寸擬定1）主梁高：根據(jù)預(yù)應(yīng)力混凝土簡(jiǎn)支梁的截面尺寸設(shè)計(jì)經(jīng)驗(yàn)梁高跨比通常為1/15-1/25，本設(shè)計(jì)取h=1.5m。2）頂板寬度與厚度：頂板寬度在橋面寬度和主梁片數(shù)確定以后，就已經(jīng)確定：3.0m；厚度與其受力有關(guān)，此處采用等厚度，為22cm。3）底板寬度與厚度：底板寬度取100cm，厚度既要滿足受力要求，又要考慮到預(yù)應(yīng)力鋼筋孔道的布置，因此厚度取22cm。4）腹板厚度：除了要滿足抗剪及施工要求外，腹板厚度選取時(shí)還應(yīng)考慮到預(yù)應(yīng)力鋼筋的布置和彎起，此處取22cm。如圖3-1,3-2所示:圖3-1跨中橫截面圖3-2端部橫截面3.4橫隔梁設(shè)計(jì)為了增強(qiáng)主梁之間的橫向連接剛度，除設(shè)置端橫隔梁外，還在跨中、四分之一處設(shè)置中橫隔梁，為了減輕吊裝質(zhì)量、節(jié)省材料橫隔梁中間留孔。主梁跨中、支點(diǎn)截面以及橫隔梁尺寸見圖3-3、圖3-4所示：圖3-3跨中橫隔梁圖3-4端部橫隔梁3.5截面幾何特性橋博輸入如圖3-5圖3-6.圖3-5橋梁博士截面設(shè)計(jì)系統(tǒng)輸出（1）圖3-6橋梁博士截面設(shè)計(jì)系統(tǒng)輸出（2）表3-1截面幾何特性計(jì)算結(jié)果預(yù)制邊梁跨中：預(yù)制邊梁支點(diǎn)：截面高度1.5m截面高度:1.5m基準(zhǔn)材料中交新混凝土:C50混凝土基準(zhǔn)材料:中交新混凝土:C50混凝土基準(zhǔn)彈性模量3.45e+04Mpa基準(zhǔn)彈性模量3.45e+04Mpa換算面積1.52m**2換算面積1.52m**2換算慣矩0.395m**4換算慣矩0.395m**4中性軸高度0.926中性軸高度0.926沿截面高度方向5點(diǎn)換算靜矩(自上而下):主截面附加截面點(diǎn)號(hào)高度(m)靜矩(m**3)點(diǎn)號(hào)高度(m)靜矩(m**3)11.50.011.50.021.130.34321.459.01e-0230.750.34631.390.17140.3750.27941.340.25350.00.051.280.256預(yù)制中梁跨中：預(yù)制中梁支點(diǎn)：截面高度1.5m截面高度:1.5m基準(zhǔn)材料中交新混凝土:C50混凝土基準(zhǔn)材料:中交新混凝土:C50混凝土基準(zhǔn)彈性模量3.45e+04Mpa基準(zhǔn)彈性模量3.45e+04Mpa換算面積1.52m**2換算面積1.52m**2換算慣矩0.395m**4換算慣矩0.395m**4中性軸高度0.926中性軸高度0.926沿截面高度方向5點(diǎn)換算靜矩(自上而下):主截面附加截面點(diǎn)號(hào)高度(m)靜矩(m**3)點(diǎn)號(hào)高度(m)靜矩(m**3)11.50.011.50.021.130.34321.459.01e-0230.750.34631.390.17140.3750.27941.340.25350.00.051.280.256由于此橋型等截面簡(jiǎn)支變連續(xù)梁橋,其他截面幾何特性與之相同.以上結(jié)果均由橋梁博士（V3.0）輸出。第四章主梁作用效應(yīng)計(jì)算本次畢業(yè)設(shè)計(jì)主要應(yīng)用橋梁博士建模的形式來完成主梁作用效應(yīng)的驗(yàn)算.4.1單元的劃分采用計(jì)算機(jī)輔助軟件橋梁博士(V3.0)結(jié)合施工，使用中結(jié)構(gòu)的受力特性及預(yù)應(yīng)力鋼筋的布置，將全橋劃分為81個(gè)單元，82個(gè)節(jié)點(diǎn),如圖4-1所示,全橋三維模型如圖4-2所示,單元三維模型如圖4-3所示:圖4-1橋梁?jiǎn)卧膭澐謭D4-2全橋三維模型圖4-31#單元三維模型4.2施工階段的劃分此橋采用先預(yù)制再安裝的施工方法共分7個(gè)施工階段:第一施工階段：預(yù)制主梁，待混凝土達(dá)到設(shè)計(jì)強(qiáng)度95％以上后張拉正彎矩區(qū)預(yù)應(yīng)力鋼筋，并壓注水泥漿，再將各跨預(yù)制箱梁安裝就位，形成由臨時(shí)支座支承的簡(jiǎn)支梁狀態(tài),如圖4-4所示:圖4-4第一施工階段結(jié)構(gòu)圖第二施工階段：澆筑第1-2跨預(yù)制梁間的連續(xù)段接頭混凝土，達(dá)到設(shè)計(jì)強(qiáng)度后張拉負(fù)彎矩區(qū)預(yù)應(yīng)力鋼筋并壓注水泥漿，形成2跨連續(xù)梁如圖4-5所示:圖4-5第二施工階段結(jié)構(gòu)圖第三施工階段：澆筑第2-3跨預(yù)制梁間的連續(xù)段接頭混凝土，達(dá)到設(shè)計(jì)強(qiáng)度后張拉負(fù)彎矩區(qū)預(yù)應(yīng)力鋼筋并壓注水泥漿，形成3跨連續(xù)梁如圖4-6所示:圖4-6第三施工階段結(jié)構(gòu)圖第四施工階段：拆除全橋的臨時(shí)支座，主梁支承在永久支座上，完成體系轉(zhuǎn)換，再完成主梁橫向接縫，最終形成3跨連續(xù)梁；如圖4-7所示:圖4-7第四施工階段結(jié)構(gòu)圖第五施工階段如圖4-8所示圖4-8第五施工階段結(jié)構(gòu)圖第六、七施工階段為徐變階段。由施工過程可知結(jié)構(gòu)恒載是分階段形成的，如圖4-9、4-10所示:圖4-9第六施工階段結(jié)構(gòu)圖圖4-10第七施工階段結(jié)構(gòu)圖4.3恒載內(nèi)力的計(jì)算橋博數(shù)據(jù)輸出：如表4-1、4-2所示表4-1第一施工階段永久荷載表階段永久載結(jié)果單元號(hào)節(jié)點(diǎn)號(hào)軸力剪力彎矩110.000e+000-4.461e+003-3.059e-013120.000e+0004.480e+003-2.416e+003220.000e+0005.173e+002-2.416e+003230.000e+000-5.013e+002-2.182e+003330.000e+0005.013e+002-2.182e+003340.000e+000-4.663e+002-1.698e+003440.000e+0004.663e+002-1.698e+003450.000e+000-4.313e+002-1.250e+003550.000e+0004.313e+002-1.250e+003560.000e+000-3.963e+002-8.358e+002660.000e+0003.963e+002-8.358e+002670.000e+000-3.613e+002-4.570e+002770.000e+0003.613e+002-4.570e+002780.000e+000-3.264e+002-1.132e+002880.000e+0003.264e+002-1.132e+002890.000e+000-2.914e+0021.957e+002990.000e+0002.914e+0021.957e+0029100.000e+000-2.564e+0024.696e+00210100.000e+0002.564e+0024.696e+00210110.000e+000-2.214e+0027.085e+00211110.000e+0002.214e+0027.085e+00211120.000e+000-1.864e+0029.124e+00212120.000e+0001.864e+0029.124e+00212130.000e+000-1.515e+0021.081e+00313130.000e+0001.515e+0021.081e+00313140.000e+000-1.165e+0021.215e+00314140.000e+0001.165e+0021.215e+00314150.000e+000-8.149e+0011.314e+00315150.000e+0008.149e+0011.314e+00315160.000e+000-4.651e+0011.378e+00316160.000e+0004.651e+0011.378e+00316170.000e+000-1.153e+0011.407e+00317170.000e+0001.153e+0011.407e+00317180.000e+0002.345e+0011.401e+00318180.000e+000-2.345e+0011.401e+00318190.000e+0005.843e+0011.360e+00319190.000e+000-5.843e+0011.360e+00319200.000e+0009.341e+0011.285e+00320200.000e+000-9.341e+0011.285e+00320210.000e+0001.284e+0021.174e+00321210.000e+000-1.284e+0021.174e+00321220.000e+0001.634e+0021.028e+00322220.000e+000-1.634e+0021.028e+00322230.000e+0001.984e+0028.469e+00223230.000e+000-1.984e+0028.469e+00223240.000e+0002.333e+0026.310e+00224240.000e+000-2.333e+0026.310e+00224250.000e+0002.683e+0023.802e+00225250.000e+000-2.683e+0023.802e+00225260.000e+0003.033e+0029.443e+00126260.000e+000-3.033e+0029.443e+00126270.000e+0003.149e+002-7.831e+00027270.000e+0002.341e+001-7.831e+00027280.000e+000-8.739e-011-5.306e-01228280.000e+0000.000e+0000.000e+00028290.000e+0000.000e+0000.000e+00029290.000e+000-2.432e-0115.492e-01129300.000e+0001.154e+001-1.905e+00030300.000e+0004.075e+002-1.905e+00030310.000e+000-3.725e+0023.881e+00231310.000e+0003.725e+0023.881e+00231320.000e+000-3.375e+0027.432e+00232320.000e+0003.375e+0027.432e+00232330.000e+000-3.026e+0021.063e+00333330.000e+0003.026e+0021.063e+00333340.000e+000-2.676e+0021.348e+00334340.000e+0002.676e+0021.348e+00334350.000e+000-2.326e+0021.598e+00335350.000e+0002.326e+0021.598e+00335360.000e+000-1.976e+0021.814e+00336360.000e+0001.976e+0021.814e+00336370.000e+000-1.626e+0021.994e+00337370.000e+0001.626e+0021.994e+00337380.000e+000-1.277e+0022.139e+00338380.000e+0001.277e+0022.139e+00338390.000e+000-9.269e+0012.249e+00339390.000e+0009.269e+0012.249e+00339400.000e+000-5.771e+0012.324e+00340400.000e+0005.771e+0012.324e+00340410.000e+000-2.273e+0012.364e+00341410.000e+0002.273e+0012.364e+00341420.000e+0001.225e+0012.370e+00342420.000e+000-1.225e+0012.370e+00342430.000e+0004.724e+0012.340e+00343430.000e+000-4.724e+0012.340e+00343440.000e+0008.222e+0012.275e+00344440.000e+000-8.222e+0012.275e+00344450.000e+0001.172e+0022.175e+00345450.000e+000-1.172e+0022.175e+00345460.000e+0001.522e+0022.041e+00346460.000e+000-1.522e+0022.041e+00346470.000e+0001.872e+0021.871e+00347470.000e+000-1.872e+0021.871e+00347480.000e+0002.221e+0021.666e+00348480.000e+000-2.221e+0021.666e+00348490.000e+0002.571e+0021.427e+00349490.000e+000-2.571e+0021.427e+00349500.000e+0002.921e+0021.152e+00350500.000e+000-2.921e+0021.152e+00350510.000e+0003.271e+0028.426e+00251510.000e+000-3.271e+0028.426e+00251520.000e+0003.621e+0024.981e+00252520.000e+000-3.621e+0024.981e+00252530.000e+0003.970e+0021.185e+00253530.000e+000-3.970e+0021.185e+00253540.000e+0004.081e+002-8.212e+00054540.000e+0002.397e+001-8.212e+00054550.000e+000-5.988e-0114.536e-01255550.000e+0000.000e+0000.000e+00055560.000e+0000.000e+0000.000e+00056560.000e+0001.195e-010-5.570e-01156570.000e+0001.211e+001-2.095e+00057570.000e+0004.199e+002-2.095e+00057580.000e+000-3.849e+0024.003e+00258580.000e+0003.849e+0024.003e+00258590.000e+000-3.499e+0027.676e+00259590.000e+0003.499e+0027.676e+00259600.000e+000-3.149e+0021.100e+00360600.000e+0003.149e+0021.100e+00360610.000e+000-2.799e+0021.397e+00361610.000e+0002.799e+0021.397e+00361620.000e+000-2.449e+0021.660e+00362620.000e+0002.449e+0021.660e+00362630.000e+000-2.100e+0021.887e+00363630.000e+0002.100e+0021.887e+00363640.000e+000-1.750e+0022.080e+00364640.000e+0001.750e+0022.080e+00364650.000e+000-1.400e+0022.237e+00365650.000e+0001.400e+0022.237e+00365660.000e+000-1.050e+0022.360e+00366660.000e+0001.050e+0022.360e+00366670.000e+000-7.005e+0012.447e+00367670.000e+0007.005e+0012.447e+00367680.000e+000-3.507e+0012.500e+00368680.000e+0003.507e+0012.500e+00368690.000e+000-8.727e-0022.518e+00369690.000e+0008.727e-0022.518e+00369700.000e+0003.489e+0012.500e+00370700.000e+000-3.489e+0012.500e+00370710.000e+0006.987e+0012.448e+00371710.000e+000-6.987e+0012.448e+00371720.000e+0001.049e+0022.360e+00372720.000e+000-1.049e+0022.360e+00372730.000e+0001.398e+0022.238e+00373730.000e+000-1.398e+0022.238e+00373740.000e+0001.748e+0022.081e+00374740.000e+000-1.748e+0022.081e+00374750.000e+0002.098e+0021.888e+00375750.000e+000-2.098e+0021.888e+00375760.000e+0002.448e+0021.661e+00376760.000e+000-2.448e+0021.661e+00376770.000e+0002.798e+0021.399e+00377770.000e+000-2.798e+0021.399e+00377780.000e+0003.147e+0021.102e+00378780.000e+000-3.147e+0021.102e+00378790.000e+0003.497e+0027.694e+00279790.000e+000-3.497e+0027.694e+00279800.000e+0003.847e+0024.022e+00280800.000e+000-3.847e+0024.022e+00280810.000e+0004.004e+0022.262e+00281810.000e+000-4.004e+0022.262e+00281820.000e+0004.197e+0024.489e-012表4-2第四施工階段永久荷載表階段永久載結(jié)果單元號(hào)節(jié)點(diǎn)號(hào)軸力剪力彎矩110.000e+0002.633e+0010.000e+000120.000e+000-2.633e+0011.423e+001220.000e+0002.633e+0011.423e+001230.000e+000-2.633e+0012.633e+001330.000e+0002.633e+0012.633e+001340.000e+000-2.633e+0015.266e+001440.000e+0002.633e+0015.266e+001450.000e+000-2.633e+0017.899e+001550.000e+0002.633e+0017.899e+001560.000e+000-2.633e+0011.053e+002660.000e+0002.633e+0011.053e+002670.000e+000-2.633e+0011.316e+002771.137e-0132.633e+0011.316e+002781.137e-013-2.633e+0011.580e+002881.137e-0132.633e+0011.580e+002891.137e-013-2.633e+0011.843e+002991.137e-0132.633e+0011.843e+0029101.137e-013-2.633e+0012.106e+00210102.274e-0132.633e+0012.106e+00210112.274e-013-2.633e+0012.370e+00211111.137e-0132.633e+0012.370e+00211121.137e-013-2.633e+0012.633e+00212121.137e-0132.633e+0012.633e+00212131.137e-013-2.633e+0012.896e+00213131.137e-0132.633e+0012.896e+00213141.137e-013-2.633e+0013.160e+00214142.274e-0132.633e+0013.160e+00214152.274e-013-2.633e+0013.423e+00215151.137e-0132.633e+0013.423e+00215161.137e-013-2.633e+0013.686e+00216162.274e-0132.633e+0013.686e+00216172.274e-013-2.633e+0013.949e+00217171.137e-0132.633e+0013.949e+00217181.137e-013-2.633e+0014.213e+00218182.274e-0132.633e+0014.213e+00218192.274e-013-2.633e+0014.476e+00219191.137e-0132.633e+0014.476e+00219201.137e-013-2.633e+0014.739e+00220201.137e-0132.633e+0014.739e+00220211.137e-013-2.633e+0015.003e+00221212.274e-0132.633e+0015.003e+00221222.274e-013-2.633e+0015.266e+00222221.137e-0132.633e+0015.266e+00222231.137e-013-2.633e+0015.529e+00223231.137e-0132.633e+0015.529e+00223241.137e-013-2.633e+0015.793e+00224242.274e-0132.633e+0015.793e+00224252.274e-013-2.633e+0016.056e+00225252.274e-0132.633e+0016.056e+00225262.274e-013-2.633e+0016.319e+00226260.000e+0002.633e+0016.319e+00226270.000e+000-2.633e+0016.406e+00227271.110e+003-1.285e+0036.406e+00227281.110e+0031.285e+003-2.195e+00228281.110e+003-3.508e+002-2.195e+00228291.110e+0033.508e+002-4.546e+00229291.110e+003-3.508e+002-4.546e+00229301.110e+0033.508e+002-5.703e+00230301.110e+0031.910e+001-5.703e+00230311.110e+003-1.910e+001-5.512e+00231311.110e+0031.910e+001-5.512e+00231321.110e+003-1.910e+001-5.321e+00232321.110e+0031.910e+001-5.321e+00232331.110e+003-1.910e+001-5.130e+00233331.110e+0031.910e+001-5.130e+00233341.110e+003-1.910e+001-4.939e+00234341.110e+0031.910e+001-4.939e+00234351.110e+003-1.910e+001-4.749e+00235351.110e+0031.910e+001-4.749e+00235361.110e+003-1.910e+001-4.558e+00236361.110e+0031.910e+001-4.558e+00236371.110e+003-1.910e+001-4.367e+00237371.110e+0031.910e+001-4.367e+00237381.110e+003-1.910e+001-4.176e+00238381.110e+0031.910e+001-4.176e+00238391.110e+003-1.910e+001-3.985e+00239391.110e+0031.910e+001-3.985e+00239401.110e+003-1.910e+001-3.794e+00240401.110e+0031.910e+001-3.794e+00240411.110e+003-1.910e+001-3.603e+00241411.110e+0031.910e+001-3.603e+00241421.110e+003-1.910e+001-3.412e+00242421.110e+0031.910e+001-3.412e+00242431.110e+003-1.910e+001-3.221e+00243431.110e+0031.910e+001-3.221e+00243441.110e+003-1.910e+001-3.030e+00244441.110e+0031.910e+001-3.030e+00244451.110e+003-1.910e+001-2.839e+00245451.110e+0031.910e+001-2.839e+00245461.110e+003-1.910e+001-2.648e+00246461.110e+0031.910e+001-2.648e+00246471.110e+003-1.910e+001-2.457e+00247471.110e+0031.910e+001-2.457e+00247481.110e+003-1.910e+001-2.266e+00248481.110e+0031.910e+001-2.266e+00248491.110e+003-1.910e+001-2.075e+00249491.110e+0031.910e+001-2.075e+00249501.110e+003-1.910e+001-1.884e+00250501.110e+0031.910e+001-1.884e+00250511.110e+003-1.910e+001-1.693e+00251511.110e+0031.910e+001-1.693e+00251521.110e+003-1.910e+001-1.502e+00252521.110e+0031.910e+001-1.502e+00252531.110e+003-1.910e+001-1.311e+00253531.110e+0031.910e+001-1.311e+00253541.110e+003-1.910e+001-1.251e+00254541.652e+002-1.735e+002-1.251e+00254551.652e+0021.735e+002-2.439e+00255551.652e+0026.781e+002-2.439e+00255561.652e+002-6.781e+0021.995e+00256561.652e+0026.781e+0021.995e+00256571.652e+002-6.781e+0024.342e+00257571.652e+002-1.809e+0014.342e+00257581.652e+0021.809e+0014.161e+00258581.652e+002-1.809e+0014.161e+00258591.652e+0021.809e+0013.980e+00259591.652e+002-1.809e+0013.980e+00259601.652e+0021.809e+0013.799e+00260601.652e+002-1.809e+0013.799e+00260611.652e+0021.809e+0013.618e+00261611.652e+002-1.809e+0013.618e+00261621.652e+0021.809e+0013.437e+00262621.652e+002-1.809e+0013.437e+00262631.652e+0021.809e+0013.257e+00263631.652e+002-1.809e+0013.257e+00263641.652e+0021.809e+0013.076e+00264641.652e+002-1.809e+0013.076e+00264651.652e+0021.809e+0012.895e+00265651.652e+002-1.809e+0012.895e+00265661.652e+0021.809e+0012.714e+00266661.652e+002-1.809e+0012.714e+00266671.652e+0021.809e+0012.533e+00267671.652e+002-1.809e+0012.533e+00267681.652e+0021.809e+0012.352e+00268681.652e+002-1.809e+0012.352e+00268691.652e+0021.809e+0012.171e+00269691.652e+002-1.809e+0012.171e+00269701.652e+0021.809e+0011.990e+002