资源描述:
《沿溪沟大桥预应力砼连续箱梁合龙段》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、目录一、概述1工程概况……………………………………………………………………..……12合拢方法简介………………………………………………………………………13合拢顺序……………………………………………………………………………2二、合拢施工计划……………………………………………………………………2三、施工人员组织…………………………………………………………………....3四、合拢过程中梁体的恒载内力分析………………………………………………4五、合拢施工工艺…………………………………………………….………………71边跨合拢段施工…………………………………
2、…………………………………72中跨合拢段施工……..…………………………………………………..…………113挂篮拆卸工艺..………………………………………………….……….………124临时固结解除…..…………………………………………………..………………15六、混凝土工程………………………………………………..……….……………16七、施工现场安全管理和措施………………………..……………….……………17massestour;Increasetheintensityoftheinvestigationandmediationofdisputes
3、,fullimplementationofthebacklogforprocessingoflettersandcallssystemofleadingcadres;Keepagainstallformsofillegalandcriminalactivitiesofhighhanded,ensureagoodsocialorder;Strengthenthecollectionofintelligenceanalysis,closelyguardedactivitiesofevilcults;Fullimplementationofthesoci
4、alsecuritypreventionandcontrolinkeyareasandthetreatmentofseriouspublicsecurityissuestotroubleshoot,ensuringharmonyandstability.Fourfurtherstrengthenpublicityandideologicalwork.Typicalhighlightsofselectedtreecultivation,andmoralexemplarsintheprovincedonothaveemerged,respectingt
5、hemoralmodelHangLiPoh,theprovincialworkerYuYoubo,State-levelmodelworkerFanYouzhi,HuJingqiu,includingYunnan,nujiang'sfinest,promotedthetheme,thecombinationofapositiveenergy.HunansatelliteTVinwangjiduVillagecompletedthemetamorphosisoftheshow'sfilming,silentnunutelevisionprograma
6、iredthe"busybody"LaoLi,ancientvillage,woodandJiacunandXXmvillageswereratedasprovincialandStatelevelcivilizedvillage.XXinternationalvisibilityandreputationfurtherenhanced.Inaddition,wecontinuetopromotedemocracy,people'scongresses,politicalconsultativeconferenceroleplay,gongqing
7、fu,amassorganizationtobetterservethescientificdevelopment.Further19沿溪沟大桥边(中)跨合拢段施工方案一、概述1工程概况沿溪沟大桥主桥是一座跨越断裂型溶蚀大峡谷的连续梁桥,分左右两幅,上部结构为80+150+80m预应力混凝土连续箱梁。主桥纵坡-1.3%,横坡2%。箱梁为单箱单室结构,浇注分段长度分别为:14m长0#段+7×3.5m+5×4.0m+5×4.5m,边、中跨合龙段长2m,边跨现浇段长3.6m。顶板宽12m,底板宽6.5m,翼板悬臂长2.75m,梁高3.2m,腹板厚90~4
8、0cm,底板厚82~32cm,顶板厚75~28cm。边跨现浇梁端设一道0.9m厚横隔板,且设置人洞以便施工,边跨梁段底板也