一种板式拼装模壳混凝土桥墩的连接构造及其施工方法

By using the connection structure of plate-type assembled formwork concrete bridge piers and employing technologies such as pre-embedded threaded longitudinal bars and stiffening ribs to connect steel plates, the problems of high hoisting difficulty and slow construction speed in bridge prefabrication connections have been solved, achieving high-quality, rapid construction and environmentally friendly bridge construction.

CN117926694BActive Publication Date: 2026-07-17SHANGHAI INST OF TECH

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
SHANGHAI INST OF TECH
Filing Date
2024-02-05
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing bridge prefabrication and connection technologies are difficult to meet the requirements of intelligent construction, with high hoisting difficulty, slow construction speed, and difficulty in quality control.

Method used

The connection structure of the plate-type assembled formwork concrete bridge pier is achieved by pre-embedding threaded longitudinal bars, anchoring bars and stiffening ribs between the bridge pier components and the abutment components, combined with high-strength bolts and anchor bolts, so as to realize a reliable connection between the bridge pier and the abutment. It is manufactured and assembled in a factory environment.

Benefits of technology

It improved the quality and consistency of bridge piers, reduced construction time and costs, lowered the difficulty of hoisting, reduced environmental pollution and worker injury risks, and enhanced the durability and safety of the bridge.

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Abstract

本发明涉及公路桥梁建设技术领域,尤其是涉及一种板式拼装模壳混凝土桥墩的连接构造及其施工方法,连接构造包括桥墩构件和承台构件,所述桥墩构件包括板式拼装模壳柱身,所述板式拼装模壳柱身是由板式模壳围合而成的空心结构,所述板式模壳之间相互嵌合,所述桥墩构件的内部竖直方向预埋有螺纹纵筋,水平方向预埋有锚固拉筋,所述承台构件上设有承台预留槽,所述承台预留槽上设有与其固定连接的加劲肋连接钢板,所述螺纹纵筋的底部设有镦粗钢筋连接套筒,镦粗钢筋连接套筒作为所述螺纹纵筋与加劲肋连接钢板的连接方式,所述桥墩构件内部浇筑有微膨胀混凝土,所述承台预留槽内浇筑有UHPC超高性能混凝土。
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