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时间:2019-05-11
《南京大胜关长江大桥钢梁道碴槽施工技术》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、8桥梁建设2010年第4期文章编号:1003—4722(2010)04—0008—03南京大胜关长江大桥钢梁道碴槽施工技术邹纪民,赵顺涛(中铁大桥局集团第四工程有限公司,江苏南京210031)摘要:南京大胜关长江大桥主桥4~l0号墩间为六跨连续钢桁拱,桥面系采用正交异性板整体道碴槽结构,综述道碴槽施工方案、工艺及关键技术措施。道碴槽采取双幅同步、分段施工,施工顺序为依次进行桥面板除锈清理、防腐涂装、剪力钉焊接、钢筋绑扎、底板与挡墙混凝土浇筑,然后施工底板沥青防水卷材和保护层混凝土。施工过程中采取
2、充分释放外加荷载、严格控制联测放线条件及防腐涂装环境、通过桥面现场施工模拟试验确定道碴槽施工工艺参数、通过试拌调整选定最优混凝土配合比等关键技术。施工完成的道碴槽外观质量好,有效防止了裂纹的产生。关键词:高速铁路;铁路桥;钢梁;道碴槽;施工工艺;施工技术中图分类号:U445.4文献标志码:AConstructionTechniquesforSteelGirderBallastTroughsofNanjingDashengguanChangjiangRiverBridgeZOUdi-min.ZHA
3、0Shun-tao(The4thEngineeringCo.,Ltd.,ChinaRailwayMajorBridgeEngineeringGroup,Nanjing210031,China)Abstract:ThemainbridgeofNanjingDashengguanChangjiangRiverBridgeonPiersNo.4~No.10isa6-spancontinuoussteeltrussarchbridgeandthefloorsystemofthebridgeisofthe
4、integralorthotropicplateballasttroughstructure.Asummarizedaccountoftheconstructionschemes,workmanshipandkeytechniquemeasuresfortheballasttroughsispresented.Thebal—lasttroughswereconstructedinawaythateachtwotroughswereconstructedsimultaneouslyinsectio
5、nsandtheconstructionsequencewasthatthedeckplateswererustedoffandcoatedforcor—rosionprotection,theshearstudswerewelded,thereinforcementwerebound,theconcreteforthebottomslabsandretainingwallswascast,thewaterproofasphaltrollersheetsandthecon—cretecoverf
6、orthebottomslabswereconstructedatlast.Intheconstructionprocess,aseriesofkeytechniqueswereapplied,whichincludedthattheexternalloadwasthoroughlyreleasedandthesetting—outconditionsaccordingtothejointsurveyandtheenvironmentalconditionsforcor—rosionprotec
7、tioncoatingwerestrictlycontrolled.Theworkmanshipparametersfortheconstrue—tionoftheballasttroughsweredeterminedthroughsimulationtestsofthefieldconstructionofthedeckandtheoptimalconcretemixproportioningwasadjustedandselectedthroughtrialmix—ing.Theappea
8、ranceandqualityofthecompletedballasttroughswereconsequentlyquitegoodandcracksintheconcretewereeffectivelyprevented.Keywords:high—speedrailway;railwaybridge;steelgirder;ballasttrough;workmanship;constructiontechnique收稿日期:2010—04—09作者简介:邹纪民(1972一),男,高级
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