用于锚碇基础和锚固系统施工的缆索吊系统及施工方法

The application of cable-stayed crane systems has solved the problems of low construction efficiency and difficulty in equipment selection for ultra-large and ultra-deep foundation pits in bridge anchorage construction, achieving efficient and low-cost earthwork excavation, concrete pouring, and anchorage component installation.

CN117284946BActive Publication Date: 2026-07-17CCCC SECOND PUBLIC BUREAU FIFTH ENG CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CCCC SECOND PUBLIC BUREAU FIFTH ENG CO LTD
Filing Date
2023-10-25
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In bridge anchorage foundation pit operations, the excavation, excavation, concrete pouring, and installation of anchorage components for ultra-large and ultra-deep foundation pits present problems such as high cost, high labor intensity, and long construction period. In particular, the concrete pouring efficiency in deep and large foundation pits is low and the quality is difficult to guarantee, making it difficult to select crane equipment.

Method used

A cable-stayed crane system is adopted, including crane rails and cable cranes arranged in parallel on both sides of the foundation pit. A trolley is equipped on the sling, which consists of a positioning and moving part, a winding part and a lifting part. The earthwork development, concrete pouring and anchoring component lifting in the foundation pit are realized by the synchronous winding and unwinding of the sling. The bridge railing cableway and anti-sway part are combined to stabilize the lifting process.

Benefits of technology

It enables efficient earthwork excavation, concrete pouring, and anchoring component installation within the foundation pit, reducing equipment requirements, lowering costs, improving construction efficiency and quality, and is highly adaptable to various foundation pit shapes.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明涉及用于锚碇基础和锚固系统施工的缆索吊系统及施工方法,包括基坑两侧相互平行设置的吊机轨道,一道吊机轨道上至少设置一台缆索吊机,缆索吊机能够沿吊机轨道移动;两道吊机轨道上相对位置的缆索吊机之间连接有吊索,吊索上设有至少一台跑车,跑车能够沿着吊索在两个缆索吊机之间移动位置,用于施工作业;跑车由上至下包括定位移动部、放卷部和吊装部,定位移动部滑动连接吊索,放卷部的两个卷轮分别通过吊绳对应连接吊装部的两个定轮,两个卷轴同步释放或收回吊绳,实现吊装部的下降或上升,配合基坑内的要求位置的施工作业。
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