一种利用特殊管节实现十字相交等截面顶管通道的施工方法

By using special pipe sections and annular steel shells in cross-shaped pipe jacking tunnels, the problems of large project volume, high cost, and low mechanical reusability have been solved, achieving efficient underground tunnel construction, reducing costs, and expanding the applicability of pipe jacking tunnels.

CN117905945BActive Publication Date: 2026-07-17CHINA RAILWAY LIUYUAN GRP CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA RAILWAY LIUYUAN GRP CO LTD
Filing Date
2023-11-21
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies for constructing underground pedestrian crossings at urban intersections involve large-scale projects, high costs, low machinery reuse rates, and limited applications of pipe jacking tunnels in interactive underground pedestrian crossings.

Method used

Special pipe sections are used in combination with ordinary pipe sections and low-strength materials. A ring-shaped steel shell and sealing wall are set up to realize the construction of cross-shaped equal-section pipe jacking channels. The starting and receiving shafts are set up by open excavation, and special pipe sections are used at the junction. Low-strength materials and ring-shaped steel shells are used to meet the stress requirements. Stability and efficient use of mechanical equipment are achieved by combining construction procedures.

Benefits of technology

It reduces the number and length of projects, lowers investment in machinery and equipment and project costs, increases the utilization rate of machinery and equipment, solves the problems of ground traffic diversion and pipeline relocation, saves early project costs, and enhances the adaptability of pipe jacking channels.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明提供一种利用特殊管节实现十字相交等截面顶管通道的施工方法,涉及顶管通道技术领域,该十形相交等截面顶管通道,包括普通管节,左侧所述普通管节向外一端设置有顶管始发井一,右侧所述普通管节向外一端设置有顶管接收井一,后端所述普通管节向前的一端设置有顶管始发井二,前端所述普通管节向后的一端设置有顶管接收井二,左右两侧所述普通管节向内一端均设置有特殊管节一,后端所述普通管节向前的一端外壁设置有特殊管节二。通过利用截面大小一致的两条顶管,并设置特殊管节,并设置特殊管节一,该特殊管节一尺寸与普通管节一致,其采用低强度材料,益于顶管刀盘切割。
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