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ID:51464473
大小:2.64 MB
页数:6页
时间:2020-03-25
《济南黄河公铁两用桥带加劲弦顶推施工技术.pdf》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、112桥梁建设2016年第46卷第6期(总第241期)BridgeConstruction。V01.46,No.6.2016(TotallyNo.241)文章编号:1003—4722(2016)06—0112—06济南黄河公铁两用桥带加劲弦顶推施工技术万继,丁仕洪,张时利,梁崇双(中铁四局集团钢结构有限公司,安徽合肥230031)摘要:济南黄河公铁两用桥主桥为主跨180m的五跨刚性悬索加劲连续钢桁梁桥,根据钢桁粱的结构特点及施工条件,该桥钢桁梁采用带加劲弦多点顶推施工方案,在边跨设置拼装支架,在中跨设置墩旁
2、托架,利用跨线龙门吊及多点顶推系统分段拼装、多次顶推架设钢桁梁。施工中,设置了水平顶推、竖向顶升和横向纠偏装置,解决了顶推装置布置的难题;采取滑块、滑板开设油路的摩擦副润滑设计方案,实现了实时注油的强制润滑方式;采用先进的同步性控制系统,解决了多点多桁同步顶推的难题;采用弹性支垫变形协调处理方案,给出了三桁高差的限值(+15mm、一25mm),解决了三桁高差对施工的影响;采用BIM技术,实现了实时高效的安全管理。济南黄河公铁两用桥主桥已顺利顶推就位,实践证明,带加劲弦顶推施工技术安全可靠。关键词:公路铁路两
3、用桥;钢桁粱;顶推施工;滑移装置;信息集成;施工技术;桥梁施工中图分类号:U448.121;U445.462文献标志码:AConstructionTechniquesforIncrementalLaunchingofJi7nanHuangheRiverRail-。cum‘·RoadBridgewithStiffeningChordsFANGji,DINGShi-hong,ZHANGShi—li,LIANGChong—shuang(SteelStructureCo.,Ltd.,ChinaRailwaySiju
4、CivilEngineeringGroup,Hefei230031。China)Abstract:ThemainbridgeofJi’nanHuangheRiverRail—cum—RoadBridgeisafive—spancon—tinuoussteeltrussgirderbridgewiththerigidsuspensionstiffeningchordsandwiththemainspansof180m.Inthelightofthestructuralcharacteristicsandcon
5、structionconditionsofthesteeltrussgirderofthebridge,thesteeltrussgirderwaserected,usingtheconstructionschemeofmulti—pointincrementallaunchingwiththestiffeningchords.Atthesidespans,theassemblingsupportswerearrangedandatthecentralspans,thepier—sidebracketswe
6、rearranged.Thesteeltrussgirderwasassembledinblocksbythegantrycranescrossingtheexistingrailwaylinesandwaserectedseveraltimes,usingthemulti—pointincrementallaunchingsystem.Intheconstruc—tion,thehorizontallaunching,verticaljacking—upandthetransverseoffsetting
7、rectifyingdeviceswerearrangedandtheproblemOfarrangementoftheincrementallaunchingdeviceswasresolved.Thelubricationdesignschemeofthefrictionsetsthattheoilchannelswereopenedintheslidingblocksandslidingplateswasadoptedandtheforcedlubricatingwaysofrealtimeoilin
8、jectionwereachieved.Theadvancedsynchronouscontrolsystemwasappliedandtheproblemofthemulti—pointandmulti—trusssynchronousincrementallaunchingwastackled.Withthecoordinatehan—dlingofthedeformationoftheelasticsupp
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