首页 | 本学科首页   官方微博 | 高级检索  
     检索      

武汉杨泗港长江大桥猫道设计
引用本文:何加江.武汉杨泗港长江大桥猫道设计[J].世界桥梁,2021(2).
作者姓名:何加江
作者单位:中铁大桥局集团设计分公司
摘    要:武汉杨泗港长江大桥为主跨1700 m的单跨双层钢桁梁悬索桥,猫道采用三跨连续式无抗风缆猫道结构体系,猫道中跨跨度1700 m。猫道主要结构包括猫道承重索、门架支承索、扶手索、猫道面层、猫道门架系统、横向天桥、猫道索转向系统以及锚固调节系统等。猫道面宽4.0 m;猫道承重索由10根?56 mm钢丝绳组成,通过精轧螺纹钢筋和钢丝绳锚固于锚碇前锚面处;门架支承索由2根?54 mm钢丝绳组成,通过散索鞍支墩门架锚固于锚碇前锚面处;猫道索通过塔顶转向鞍座、下拉装置实现竖向转向,通过横向变位刚架实现水平转向。猫道结构静力计算结果表明:猫道索安全系数及静力抗风稳定性满足规范要求。

关 键 词:悬索桥  猫道  连续式结构  承重索  变位刚架  安全系数  静力抗风稳定性  设计

Catwalk Design of Yangsigang Changjiang River Bridge in Wuhan
HE Jia-jiang.Catwalk Design of Yangsigang Changjiang River Bridge in Wuhan[J].World Bridges,2021(2).
Authors:HE Jia-jiang
Institution:(Design Company,China Railway Major Bridge Engineering Group Co.,Ltd.,Wuhan 430050,China)
Abstract:The Yangsigang Changjiang River Bridge in Wuhan is a steel truss girder suspension bridge with a single span of 1700 m,accommodating two levels of decks.During the construction of the bridge,the three-span continuous catwalk system without wind cables was used.With central span of 1700 m,the catwalk consists of main components of load bearing cables,portal supporting cables,hand ropes,4.0 m-wide floor,portal frame system,transverse overpass,cable deviation system and anchorage adjusting system.The load bearing cable,which is composed of 10,?56 m steel wires,is anchored to the front anchor surface of anchorage of the suspension bridge via finish rolled screw steel bars and steel wire ropes.The portal supporting cable is formed of 2 steel wire ropes each containing 2,?54 mm steel wires,which is anchored to the front anchor surface of anchorage of the suspension bridge via supporting portal frame of the splay saddle.The load bearing cables of the catwalk could be vertically steered via the pylon-top deviation saddle and downward pulling device and transversely steered via the transverse rigid deviation frame.The static calculation results of the catwalk structure indicate that the safety factor and static wind resistance of the load bearing cables could meet the code requirements.
Keywords:suspension bridge  catwalk  continuous structure  load bearing cable  rigid deviation frame  safety factor  static wind stability  design
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号