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大跨径斜拉桥超高钢—混组合索塔施工关键技术探析

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随着国家交通事业的发展,桥梁跨径越来越大。大跨径斜拉桥作为一种应用广泛的桥梁形式,其结构受力复杂、施工难度大。因此,必须做好受力分析,优化设计与施工技术。钢—混组合索塔(即钢壳+塔内混凝土)施工是斜拉桥施工的重难点。为达到结构安全、设计使用年限内经久耐用等目标,设计及施工阶段需要结合桥塔结构形式及受力特点,合理选择钢壳—混凝土连接工艺和良好性能混凝土,合理设置钢混结合段位置,提高整体受力性能。基于此,本文以某斜拉桥项目为例,重点分析钢混组合索塔施工的技术类型及要点,旨在为同类型项目提供参考与借鉴。
Key Technologies for Construction of Super-high Steel-concrete Composite Pylons for Large-span Cable-stayed Bridges
with the development of national transportation,the bridge span is getting larger and larger.As one of the widely used bridge forms,the structure of long-span cable-stayed bridge is complicated and difficult to construct,so we must do a good job of stress analysis,optimization of design and construction technology.The construction of steel-concrete composite pylon (steel shell+concrete in pylon) is the key and difficult point in the construction of cable-stayed bridge,in the design and construction stage,it is necessary to combine the structural form and the mechanical characteristics of the bridge pylon,reasonably select the steel shell-concrete connection technology and the good performance concrete,reasonably set the steel-concrete combination section position,so as to improve the overall mechanical performance.Taking a cable-stayed bridge project as an example,this paper analyzes the technical types and key points of steel-concrete composite pylon construction,aiming at providing reference for similar projects.

long-span cable-stayed bridgesteel-concrete composite pylon constructionkey technology

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中交路桥华南工程有限公司,广东中山 528400

大跨径斜拉桥 钢混组合索塔施工 关键技术

2024

中国科技纵横
中国民营科技促进会

中国科技纵横

影响因子:0.102
ISSN:1671-2064
年,卷(期):2024.(20)