資源描述:
《鄂州市方家園橋設(shè)計(jì)》由會(huì)員上傳分享,免費(fèi)在線閱讀,更多相關(guān)內(nèi)容在學(xué)術(shù)論文-天天文庫(kù)。
1、武漢科技大學(xué)城市學(xué)院畢業(yè)設(shè)計(jì)(論文)鄂州市方家園橋設(shè)計(jì)摘要斜拉橋,又稱斜張橋,是指一種由一條或多主塔與鋼纜組成來(lái)支撐橋面的橋梁。是由承壓的塔,受拉的索和承彎的梁體組合起來(lái)的一種結(jié)構(gòu)體系。其可看作是拉索代替支墩的多跨彈性支承連續(xù)梁。其可使梁體內(nèi)彎矩減小,降低建筑高度,減輕了結(jié)構(gòu)重量,節(jié)省了材料。斜拉橋由索塔、主梁、斜拉索組成。斜拉橋是我國(guó)大跨徑橋梁最流行的橋型之一。目前為止建成或正在施工的斜拉橋共有30余座,僅次于德國(guó)、日本,而居世界第三位。而大跨徑混凝土斜拉橋的數(shù)量已居世界第一。本設(shè)計(jì)為墩、塔、梁固結(jié)
2、的雙塔雙索面預(yù)應(yīng)力混凝土斜拉橋,選擇橋梁專用軟件Madis可視化結(jié)構(gòu)計(jì)算軟件來(lái)建模分析,先采用剛性支承連續(xù)梁法計(jì)算在自重作用下成橋狀態(tài)斜拉索的受力,從而設(shè)計(jì)出拉索的截面尺寸,斜拉索全部安裝后,一次性整體張拉到位,無(wú)需進(jìn)行索力的二次調(diào)整。進(jìn)而建立整體結(jié)構(gòu)模型,計(jì)算該橋在自重、汽車的作用效應(yīng)。然后進(jìn)行主梁的作用效應(yīng)組合,并估算預(yù)應(yīng)力筋。關(guān)鍵詞:斜拉橋;結(jié)構(gòu)設(shè)計(jì);主塔;midas59武漢科技大學(xué)城市學(xué)院畢業(yè)設(shè)計(jì)(論文)DesignofEzhouCityhomebridgeAbstractThecable-s
3、tayedbridge,cable-stayedbridgeandmeanonebyoneormoreofthemaintowerandwiretosupportthebridgedeck.Isbythepressureofthetower,thetensionofcableandthecombinationofcurvedbeamelementisastructuralsystem.Itisconsideredtobealassoinsteadofpiersacrossmoreelasticsupp
4、ortcontinuousbeam.Itcanreducebeambendingmomentinthebody,reducethebuildingheight,reducedtheweightofthestructure,savingmaterials.Cable-stayedbridgeiscomposedoftowers,girdersandcables.Cable-stayedbridgeisoneofthemostpopularbridgelong-spanBridgesinourcountr
5、y.Sofarbuiltorunderconstructionofcable-stayedbridgewithatotalofmorethan30seats,secondonlytoGermany,Japan,andthethirdworld.Andthenumberoflong-spanconcretecable-stayedbridgehasbeenthefirstintheworld.ThisdesignforconsolidationofthetwintowersShuangSuoMianpi
6、er,towerandbeamprestressedconcretecable-stayedbridge,bridgechoosespecializedsoftwareVSESvisualstructurecalculationsoftwareformodelinganalysis,firstbyrigidsupportcontinuousLiangFacalculationundertheactionofgravityintothebridgestateofcable,soastodesignthe
7、sectionsizeofcable,allcablesinstalled,one-timewholetensioninginplace,theneedforcableforceofthesecondadjustment.Toestablishtheoverallstructuremodel,thecalculationontheeffectsofgravity,car.Thentheeffectsofmaingirder,andestimatetheprestressedreinforcement.
8、KeyWords:Cable-stayedbridge;Structuredesign;Themaintower;Midas目錄59武漢科技大學(xué)城市學(xué)院畢業(yè)設(shè)計(jì)(論文)摘要………………………………………………………………………………1Abstract………………………………………………………………………21緒論…………………………………………………………………………61.1引言…………………………………………………………………………61.1.1斜拉橋的概