一种桥梁箱室内的预应力张拉千斤顶安拆装置

By designing jack installation and removal devices with support and cantilever mechanisms inside the bridge box girder, drilling damage to the beam is avoided, enabling stable installation and removal of the jacks. This solves the problem of insufficient beam reliability in traditional methods, and improves the service life of the bridge and construction efficiency.

CN224514059UActive Publication Date: 2026-07-17GUANGZHOU RAILWAY INVESTMENT & CONSTRUCTION GROUP CO LTD GUANGZHOU CITY +4

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
GUANGZHOU RAILWAY INVESTMENT & CONSTRUCTION GROUP CO LTD GUANGZHOU CITY
Filing Date
2025-07-25
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional bridge prestressing tensioning requires the use of jacks for installation and removal, which necessitates drilling lifting holes in the beam surface, resulting in damage to the overall structure of the beam and affecting its service life and reliability.

Method used

Design a device for installing and removing prestressed tension jacks in a bridge box girder, including a support mechanism, a cantilever mechanism, and a drive mechanism. The bottom end of the support mechanism is fixed to the bottom of the bridge box girder. The cantilever mechanism can adjust the position of the jacks to avoid drilling holes in the beam. The drive mechanism enables stable installation and removal of the jacks.

Benefits of technology

This improved the reliability of the beam structure, reduced damage to the beam, facilitated the installation and disassembly of the jacks, and enhanced construction efficiency and safety.

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Abstract

本申请涉及一种桥梁箱室内的预应力张拉千斤顶安拆装置,属于桥梁施工设备技术领域。其包括支撑机构、悬臂机构、承托机构和驱动机构,所述支撑机构的底端设于桥梁箱室的底部,所述支撑机构的顶端可拆卸连接桥梁箱室的顶部;所述悬臂机构的第一端活动连接所述支撑机构,所述悬臂机构的第二端向远离所述支撑机构的方向延伸;所述承托机构设于所述悬臂机构的第二端,所述承托机构用于承托千斤顶;所述驱动机构分别连接所述悬臂机构的第一端和所述支撑机构,所述驱动机构用于带动所述悬臂机构沿所述支撑机构竖直滑动。本申请能够改善千斤顶安拆影响梁体可靠性的问题。
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