隧道箱涵内狭小空间钻注一体设备及隧底注浆施工方法

By implementing phased grouting construction and equipment optimization, the construction challenges in the confined space of shield tunnel box culverts were solved, achieving uniformity and safety in grouting, and improving construction efficiency, reinforcement effect, adaptability, and safety.

CN121066622BActive Publication Date: 2026-07-17CHINA TIESIJU CIVIL ENGINEERING GROUP CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA TIESIJU CIVIL ENGINEERING GROUP CO LTD
Filing Date
2025-08-22
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional drilling and injection construction methods are difficult to carry out structural repair and reinforcement efficiently and safely in the narrow space of shield tunnel box culverts, and existing equipment is not adaptable and efficient enough.

Method used

A phased grouting construction method was adopted, and the grouting sequence was planned according to the odd or even number of segment splicing points. Combined with the erection of working platforms, extension of drill rods and equipment cleaning measures, the drilling and grouting processes were divided into zones and dynamically controlled.

Benefits of technology

The project achieved uniformity and safety of grouting in a confined space, improved construction efficiency, reduced the risk of cross-contamination of grout, ensured the reinforcement effect and construction feasibility of the tunnel bottom, and solved the technical problems of space constraints and reinforcement uniformity.

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Abstract

本发明提供隧道箱涵内狭小空间钻注一体设备及隧底注浆施工方法,其中的施工方法包括步骤S1‑S3,步骤S1为规划注浆顺序,分阶段且根据各管片在自身跨度上所预留拼接点位的总数,规划出该管片上各注浆点位的注浆先后顺序,阶段分为第一阶段和第二阶段;其中第一阶段为中间箱涵安装前,第二阶段为中间箱涵安装后至边箱涵浇筑前;在第一阶段和第二阶段中,根据管片上拼接点位的总数是奇数或偶数,规划出该管片上各注浆点位的注浆先后顺序。本发明的隧道箱涵内狭小空间的隧底注浆施工方法,可在盾构隧道狭小空间箱涵安装前后,分阶段在管片上完成钻注作业,提高施工效率及安全性。
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