水平旋喷注浆试验装置研制及初步应用

王复明; 蔡直言; 裴悦浩; 郭成超; 张发; 谈颋

doi:10.13238/j.issn.1004-2954.202605220001

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水平旋喷注浆试验装置研制及初步应用

本刊特稿 | 更新时间：2026-09-28

- 水平旋喷注浆试验装置研制及初步应用
- Development and Preliminary Application of a Horizontal Jet Grouting Test Device
- 铁道标准设计 2026年70卷第10期页码：1-9
- 作者机构：
  
  中山大学土木工程学院，广州 510275
  中山大学隧道工程灾变防控与智能建养全国重点实验室，广州 510275
  昭通市鲁巧高速公路投资开发有限公司，云南昭通 657199
- 作者简介：
  
  王复明（1957—），男，中国工程院院士，教授，主要从事基础工程设施安全维护理论与技术研究工作，E-mail:wangfm6@mail.sysu.edu.cn。
  通信作者：郭成超（1973—），男，教授，2012年毕业于大连理工大学，工学博士，主要从事地下工程防灾减灾方面的研究工作，E-mail:guochch25@mail.sysu.edu.cn。
- 基金信息：
  
  国家重点研发计划项目(2023YFB2604000);云南省交通运输厅科技创新及示范项目(2024-19)
- DOI：10.13238/j.issn.1004-2954.202605220001
  中图分类号： U25
- 收稿：2026-05-22，
  
  修回：2026-06-23，
  
  网络首发：2026-06-25，
  
  纸质出版：2026-10-20
- 稿件说明：
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王复明, 蔡直言, 裴悦浩, 等. 水平旋喷注浆试验装置研制及初步应用[J]. 铁道标准设计, 2026,70(10):1-9.

WANG Fuming, CAI Zhiyan, PEI Yuehao, et al. Development and Preliminary Application of a Horizontal Jet Grouting Test Device[J]. Railway Standard Design, 2026, 70(10): 1-9.
王复明, 蔡直言, 裴悦浩, 等. 水平旋喷注浆试验装置研制及初步应用[J]. 铁道标准设计, 2026,70(10):1-9. DOI： 10.13238/j.issn.1004-2954.202605220001.

WANG Fuming, CAI Zhiyan, PEI Yuehao, et al. Development and Preliminary Application of a Horizontal Jet Grouting Test Device[J]. Railway Standard Design, 2026, 70(10): 1-9. DOI： 10.13238/j.issn.1004-2954.202605220001.

摘要

【目的】

针对深埋隧道软弱破碎地层常规注浆加固效果差、缺乏室内水平旋喷注浆试验装置的问题，研制一套可模拟一定地应力条件水平旋喷注浆试验装置，并开展初步应用研究。

【方法】

该装置由注浆系统、旋喷系统、加载系统和数据采集与控制系统4部分组成，其中加载系统最大可提供120 t加载压力，模拟1.2 MPa地层应力；旋喷系统可实现旋转速度0～50 rpm、伸缩速度0～50 cm/min无极可调与精确控制；注浆系统支持双组分高聚物材料1:1精确计量混合。以滇中引水工程香炉山隧洞碎粉岩地层为背景，采用高聚物注浆材料，在1 MPa上覆围岩压力、20 MPa注浆压力、15 rpm旋转速度和10 cm/min伸缩速度工况下进行初步试验。

【结果】

结果表明，装置运行稳定，各系统协同工作良好，成功形成椭圆柱形旋喷桩；旋喷桩横断面自内向外形成置换区、混合区和渗透区的梯度结构，钻芯取样试件表现出典型高残余强度韧性软化特征。提出围岩韧性加固三层级框架，即材料级韧性、构件级韧性和系统级韧性，讨论高聚物旋喷桩通过梯度结构实现多区协同耗能的韧性加固机制。

【结论】

该装置研制为深埋隧道软弱破碎地层水平旋喷注浆加固效果的室内评估提供技术手段，对优化旋喷工艺参数、发展韧性加固理论具有工程实用价值和科学意义。

Abstract

[Objective]

In view of the poor reinforcement effect of conventional grouting in soft and fractured strata of deep-buried tunnel

s and the lack of an indoor horizontal jet grouting test device

this study aims to develop a horizontal jet grouting test device capable of simulating certain in-situ stress conditions and to conduct a preliminary application study.

[Methods]

The device consisted of four parts:a grouting system

a jet grouting system

a loading system

and a data acquisition and control system.The loading system provided a maximum loading capacity of 120 t

simulating a formation stress of 1.2 MPa.The jet grouting system enabled stepless adjustment and precise control of rotational speed of 0～50 rpm and extension/retraction speed of 0～50 cm/min.The grouting system supported accurate metering and 1:1 mixing of two-component polymer materials.With the ultracataclasite stratum in Xianglushan Tunnel of the Central Yunnan Water Diversion Project as the engineering background

a preliminary test was conducted using polymer grouting material under conditions of an overburden surrounding rock pressure of 1 MPa

a grouting pressure of 20 MPa

a rotational speed of 15 rpm

and an extension/retraction speed of 10 cm/min.

[Results]

The results showed that the device operated stably

the systems exhibited good coordination

and an elliptic cylindrical jet-grouting pile was successfully formed.The cross section of the jet-grouting pile exhibited a gradient structure consisting of a replacement zone

a mixed zone

and a permeation zone from the inside to the outside

and the core samples exhibited typical resilient softening characteristics with high residual strength.A three-level framework for resilient reinforcement of surrounding rock was proposed

comprising material-level

component-level

and system-level resilience.The mechanism of resilient reinforcement by which polymer jet-grouting piles achieved coordinated energy dissipation across multiple zones through their gradient structures was discussed.

[Conclusion]

The development of the device provides a technical means for the laboratory evaluation of the reinforcement

effect of horizontal jet grouting in soft and fractured strata of deep-buried tunnels.It has practical engineering value and scientific significance for optimizing jet-grouting process parameters and developing resilient reinforcement theory.

关键词

Keywords

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