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引江济淮淠河总干渠渡槽桥概念设计

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引江济淮淠河总干渠渡槽桥是安徽省1号工程引江济淮河道上的一座通水、通航桥梁,桥上水体重量约4万吨,且旱、涝水位变幅极大,属于超量级可变重载.针对该桥竖向刚度和竖向位移、开口断面抗扭能力以及先建后挖的边坡稳定和基础变位等难以控制的问题进行概念设计.该桥采用左右分幅、上桁下拱的结构方案,有效控制了下挠和上拱值,较好地解决了竖向刚度和竖向位移变幅问题;采用上开下合布置形式,梁式U形槽下设置2个拱片+M形横联,有效控制了侧倾和压弯下挠,解决了 U形槽的横向变形和扭转问题;采用外桁内波布置,创造性地采用了一种波形板槽壁,通过叶摆式支撑板连接在桁架桥上,解决了水槽与桥体传递力线、水凉钢热的温差效应、水体与桥槽的流固耦合等问题,并采用水工试验等验证了结构的减振作用;采用分阶段的土体开挖施工方案,形成时间差,解决了先建后挖的边坡稳定和基础变位问题;设置分流岛结构、观景平台和监控景观塔,解决了大体量桥体景观设计问题.充水试验结果表明桥梁结构状态良好.
Conceptual Design of Aqueduct over Main Navigation Channel of Pihe River:A Portion of Changjiang River Diversion Project to Feed Huaihe River
The navigable aqueduct over the main navigation channel of Pihe River is a portion of the Changjiang River Diversion Project to Feed Huaihe River,which carries about 40 thousand tons of water.As the water carried by the aqueduct varies in dry and flood seasons,the aqueduct is subjected to super-class varying heavy loads.The critical issues that must be addressed in the conceptual design include the vertical stiffness and displacement of the bridge,torsional resistance of trough girders,stability of the excavation-behind-construction slopes,and foundation displacement.Featuring the arch-truss superstructure,the aqueduct has two separated decks,to effectively control the deflection and upwarping of the structure and better resolve the varying of the vertical stiffness and displacements of the structure.There are two arches and M-shaped lateral bracings beneath the U-shaped trough girders,the trough girders are actually not connected at the arch crown,while the arches are integral arches,to effectively control overturning and compressive deflection and resolve the lateral deformation and torsion of the trough girders.The trough girders have corrugated webs which are supported on the trusses via pendulum-type support plates,aiming to resolve the force transfer between the water conduits and aqueduct,temperature difference between water and steel,as well as the liquid-solid coupling of water and aqueduct,and hydraulic tests were conducted to verify the vibration suppression effect on the bridge.To ensure the stability of excavation-behind-construction slopes and mitigate foundation displacement,the soil was excavated in stages.Diversion islands,lookouts,and watchtowers are built to make the aqueduct aesthetically pleasing.The water-filling test proved that the structural condition of the bridge is sound.

girder-arch composite structureaqueductsuper-class varying heavy loadcorrugated plateconceptual designlandscape designbridge constructionwater-filling test

杨善红、殷亮、余振、黄浩、朱宇

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安徽省综合交通研究院,安徽合肥 230088

安徽省交通规划设计研究总院,安徽合肥 230088

中铁四局设计研究院,安徽合肥 230088

梁拱组合结构 渡槽桥 超量级可变重载 波形板 概念设计 景观设计 桥梁施工 充水试验

2024

桥梁建设
中铁大桥局集团有限公司

桥梁建设

CSTPCD北大核心
影响因子:1.428
ISSN:1003-4722
年,卷(期):2024.54(1)
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