Pipe-roof pre-constructed structure of mountain cave and pipe-roof construction method with back-off pipe

By designing the pipe jacking structure in segments with differentiated designs and creating a construction platform at the foot of the mountain slope, the problems of the inability of pipe jacking equipment to retract and the waste of materials in the construction of mountain caverns were solved, thus achieving a safe and economical construction method.

CN122407207APending Publication Date: 2026-07-17CCCC FIRST HIGHWAY CONSULTANTS CO LTD
View PDF 1 Cites 0 Cited by

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
CCCC FIRST HIGHWAY CONSULTANTS CO LTD
Filing Date
2026-05-28
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In the construction of caverns in mountains, traditional pipe jacking technology cannot achieve controllable retreat, resulting in delays in the construction period, high safety risks, and serious waste of materials. It is also unsuitable for construction scenarios with no receiving well, semi-filled and semi-excavated starting wells, and restrictions imposed by surrounding buildings.

Method used

The pipe jacking structure is divided into extended pipe sections and precast pipe sections. The extended pipe sections are empty pipes, while the precast pipe sections are equipped with reinforced concrete to form a permanent support structure. The working shaft is located at the foot of the mountain slope. A construction platform is formed by slope cutting, excavation, and backfilling support structures. Foamed concrete backfill and pile-slab retaining walls are used to provide reaction support, enabling controllable retreat of the pipe jacking equipment and material savings.

Benefits of technology

It reduced construction difficulty and cost, improved construction safety and economy, avoided deep shaft construction and equipment dismantling, solved the problem of building a construction platform under building constraints, and enabled the retraction of pipe jacking equipment under conditions without receiving shaft.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN122407207A_ABST
    Figure CN122407207A_ABST
Patent Text Reader

Abstract

本发明涉及地下工程施工技术领域,具体涉及一种山体洞室的管幕预筑结构及回退式顶管管幕施工方法,管幕预筑结构包括从工作井延伸至洞室端头的管幕,管幕分为延长管段和预筑管段;预筑管段内配置钢筋并浇筑混凝土构成永久衬砌结构,延长管段无填充;工作井位于山体边坡坡脚位置,其工作平台通过削坡挖方和回填支撑结构共同形成;回填支撑结构包括间隔设置在工作井远离山体一侧的挡墙及填充于挡墙与工作井之间的回填体,为顶管施工提供反力支撑。本发明通过管幕分段差异化设计减少了材料浪费,利用坡脚布井和支挡回填结构解决了建筑受限条件下的施工平台难题。
Need to check novelty before this filing date? Find Prior Art

Citation Information

Patent Citations

  • CN120759596A