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ID:2119104
大小:32.50 KB
页数:2页
时间:2017-11-14
《连续梁桥毕业论文摘要》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、青岛理工大学毕业设计摘要本次设计的题目是江苏227省道三期工程罗泉大桥。设计采用预应力混凝土箱型梁桥,跨径布置为(3×30)m,双向六车道;主梁为等截面单箱单室箱型梁,梁高为2.0m;采用支架现浇施工。本文主要阐述了该桥的上部结构的设计和计算过程。首先对主桥进行总体结构设计,拟定上部结构尺寸,然后对上部结构进行恒载和活载内力计算,内力组合,预应力钢束的估算和布置及预应力损失计算,再进行截面强度、应力验算,最后进行变形验算。具体包括以下几个部分:桥梁结构布置;截面结构各部分尺寸拟定;主梁作用效应计算;预应力钢束的估算及布置;预应力损失及有效预应力计算;截面强度验算;抗裂验
2、算;持久状况构件的应力验算;挠度验算。关键词:预应力混凝土连续梁桥,箱形梁,作用,应力,预拱度青岛理工大学毕业设计ABSTRACTThesubjectofthedesignistheLuoQuanBridgewhichisthethird-phaseprojectofTheJiangSuprovincialroad227.Thisdesignusestheprestressedconcreteboxgirderbridge.Thespanarrangementis(3×30)m,two-waysixlanes.Thesuperstructureissingleboxsi
3、ngleroomnon-equalboxbeam.Theheightofthebeamis2m.Theconstructiontechnologyadoptsthewayofpreparingtheboxgirdersandbecomingcontinuousgirders.Thisessayfocusesonthedesignandcalculationprocessofthesuperstructure.Firstly,makeanoverallstructuredesignofthemainspanandstudyoutsuperstructure’ssize.S
4、econdlyperformthecalculationoftheinternalforceandreinforcingbaronthesuperstructure.Thirdly,checktheintensity,stress.Finally,checkthedeflection.Themainpointsofthedesignareasthefollows:Thearrangementofthebridgelayout;Theprotocolofthesuperstructure’ssize;Thecalculationoftheinternalforce;The
5、arrangementofprestressedreinforcingbar;Thecalculationoftheprestressedloss;Thecheckofthesectionintensity;Thecheckoftheresistingofcrack;Thecheckofthesectionstress;Thecheckofthedeflection.KEYWORDS:prestressedconcretecontinuousbridge,boxgirder,action,stress,camber
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