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高墩大跨度连续刚构桥结构设计OA

The Structural Design of High-Pier Long-Span Continuous Rigid Frame Bridge:A Case of Sanglong Expressway

中文摘要英文摘要

预应力混凝土连续刚构桥采用墩梁固结、梁体连续的结构形式,具有很强的顺桥向抗弯刚度以及横向抗扭刚度,能够满足大跨度桥梁的受力需求,在山区高墩情况下有很大的应用优势.文章以桑龙高速公路李家沟大桥为例,以有限元软件建立结构模型,分析高墩大跨度连续刚构桥结构特点及受力特征,系统介绍了高墩大跨连续刚构桥的总体设计及结构计算要点,可为同类型桥梁设计提供参考.

The prestressed concrete continuous rigid frame bridge adopts a structural form of rigid connection between pier and beam with continuous beams,which has significant longitudinal bending stiffness and lateral torsional stiffness.It can meet the stress requirements of long-span bridges and has great application advantages in mountainous areas with high piers.Taking Lijiagou Bridge on Sanglong Expressway as an example,this paper establishes a structural model with finite element software to analyze the structural characteristics and stress features of high-pier long-span continuous rigid frame bridges.It systematically introduces the overall design and key structural calculation points of high-pier long-span continuous rigid frame bridges,providing a reference for the design of similar bridges.

吴晓如

中铁路安工程咨询有限公司

交通运输

高墩大跨度连续刚构总体设计结构计算

high-pierlong-spancontinuous rigid frameoverall designstructural calculation

《城市建筑》 2024 (010)

193-195 / 3

10.19892/j.cnki.csjz.2024.10.45

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