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浅谈钢混叠合梁斜拉桥设计理念

Introduction the design concept of steel and concrete composite beam cable-stayed bridge
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摘要 随着经济的发展和社会的进步,大跨桥梁的建设越来越多。科技的进步让桥梁的设计理念有了大的变化,大跨斜拉桥、悬索桥的修建越来越多。现代斜拉桥梁设计中钢混叠合梁的结构形式充分发挥了钢材和混凝土材料各自的优势,使用越来越广泛。本文以青海省牙什尕至同仁高速公路控制性工程主跨560m的双塔双索面钢—混叠合梁斜拉桥——哇加滩黄河特大桥为依托,系统阐述了格构式钢—混叠合梁的构造特点和设计理念,并就该桥的施工情况及施工注意事项进行了概述和说明。该桥的设计理念和成功修建对中国桥梁事业的发展及今后类似工程的设计与施工具有很好的借鉴和指导意义。 With the development of economy and the progress of the society, the construction of large-span Bridges is more and more. The progress of science and technology for bridge design concept have great changes, the construction of large -span cable- stayed bridge, suspension bridge is more and more. Modern cable -stayed bridge in the design of the steel composite beam structure form to give full play to the steel and concrete materials of their respective advantages, more and more widely used. Based on the tooth what essential to colleagues in qinghai province highway engineering control mainspan 560m of the twin towers ShuangSuoMian steel-mixed composite beam cable -stayed bridge-Wajiatan Yellow River bridge, system elaborated the lattice type steel - mixed com- posite beam structure characteristics and design concept, and the construction of the bridge and construction points for attention were summarized and instructions. Built the bridge design concept and success for China- development of the cause of the bridge and the future similar project design and construction has the very good reference and guiding significance.
作者 王永亮
出处 《青海交通科技》 2017年第2期104-107,共4页 Qinghai Transportation Science and Technology
关键词 钢—混叠合梁斜拉桥 构造特点 设计理念 施工情况 借鉴 指导 steel and concrete composite beam cable-stayed bridge structural characteristics design concept construction situation reference guidance
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  • 1[6] Nazmy, Aly S. Solutions for the seismic problems of superlong cable -stayed bridges[A]. Restructuring: America and Beyond Structures Congress-Proceedings[C], ASCE, New York, NY, USA. 1995, 1:465~468.
  • 2[7] Starossek, Uwe. cable-stayed bridge concept for longer spans[J]. Journal of Bridge Engineering, 1996,3(1):99~103.
  • 3林元培.斜拉桥[M].北京:人民交通出版社,1995..
  • 4.公路桥涵地基与基础设计规范[S].[S].,..
  • 5陈明宪.斜拉桥建造技术[M].北京:人民交通出版社,2003..
  • 6李国豪,项海帆.中国桥梁[M].上海:同济大学出版社,1993.
  • 7M·S.特罗伊茨基(m.S.Troitsky).斜拉桥理论与设计[M].北京:中国铁道出版社,1980.
  • 8小沃尔特·波多尔奈(Walter Podolng),约翰B.斯卡尔兹(John B·Scalzi).斜拉桥设计与施工[M].北京:中国建筑工业出版社,1980.
  • 9Russell H. Beautiful Thing. Bridge Design and Engineering,1999.
  • 10陈明宪.铜陵长江公路大桥设计施工技术总结[M].北京:人民交通出版社,2000.

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