• CSCD核心中文核心科技核心
  • RCCSE(A+)公路运输高质量期刊T1
  • Ei CompendexScopusWJCI
  • EBSCOPж(AJ)JST
二维码

隧道建设(中英文) ›› 2025, Vol. 45 ›› Issue (S2): 107-114.DOI: 10.3973/j.issn.2096-4498.2025.S2.009

• 研究与探索 • 上一篇    下一篇

基于核磁共振技术的公路隧道通风竖井二次衬砌溜管现浇混凝土离析特征

王国丰1, 2, 崔炫3, *, 任开富1, 2, 方永桥1, 2, 包翔宇4   

  1. (1. 贵州路桥集团有限公司, 贵州 贵阳 550018; 2. 贵州省山区桥隧工程智能建造与运维全省重点实验室, 贵州 贵阳 550018; 3. 贵州省交通规划勘察设计研究院股份有限公司, 贵州 贵阳 550001; 4. 贵州大学土木工程学院, 贵州 贵阳 550025)
  • 出版日期:2025-12-20 发布日期:2025-12-20
  • 作者简介:王国丰(1979—),男,贵州遵义人,2014年毕业于西南交通大学,隧道与地下工程专业,硕士,正高级工程师,主要从事桥梁与隧道工程的建设管理与研究工作。E-mail: 1024577365@qq.com。*通信作者: 崔炫, E-mail: 7937803@qq.com。

Segregation Characteristics of Cast-in-Place Concrete in Highway Tunnel Ventilation Shaft Secondary Lining Using Nuclear Magnetic Resonance Technology

WANG Guofeng1, 2, CUI Xuan3, *, REN Kaifu1, 2, FANG Yongqiao1, 2, BAO Xiangyu4   

  1. (1. Guizhou Road & Bridge Group Co., Ltd., Guiyang 550018, Guizhou, China; 2. Guizhou Provincial Key Laboratory of Intelligent Construction and Maintenance for Bridge and Tunnel Engineering in Mountainous Areas, Guiyang 550018, Guizhou, China; 3. Guizhou Transportation Planning Survey & Design Academe Co., Ltd., Guiyang 550001, Guizhou, China; 4. School of Civil Engineering, Guizhou University, Guiyang 550025, Guizhou, China)
  • Online:2025-12-20 Published:2025-12-20

摘要: 为探究公路隧道通风竖井高落差溜管浇筑过程中二次衬砌混凝土的离析行为及其力学性能变化规律,以子母岩隧道通风竖井工程为背景,采用现场取样与室内试验相结合的方法,分析浇筑中期混凝土的力学性能与微观结构特征。通过在井上与井下同步采集混凝土试样,进行抗压强度测试与核磁共振(nuclear magnetic resonance,NMR)弛豫时间T2谱分析,揭示高落差自由落体过程对混凝土匀质性与孔隙结构的影响机制。试验结果表明: 1)浇筑前期和末期的混凝土均出现肉眼可见的骨料与浆体分离现象,而浇筑中期的混凝土抗压强度符合设计要求,未发生明显离析; 2)与浇筑前期、末期相比,浇筑中期的混凝土骨料分布更加均匀; 3)浇筑中期的混凝土e组试样浇筑后,微孔占比显著降低,而中孔占比明显增加(达约50%),反映出该阶段混凝土内部颗粒分布更均匀,浆体包裹性更佳。

关键词: 竖井, 溜管现浇混凝土, 离析, 核磁共振技术, 抗压强度

Abstract: Segregation behaviors of cast-in-place concrete in ventilation shaft secondary lining of the Zimuyan tunnel during high-drop chute pouring are investigated and its mechanical properties are examined. Field sampling and laboratory testing are implemented to analyze the mechanical properties and microstructural characteristics of concrete. The research involves simultaneous collection of concrete samples from both the top and bottom of the shaft, followed by compressive strength tests and nuclear magnetic resonance T2 spectrum analysis, revealing the evolution mechanism of the high-drop free-fall process on concrete homogeneity and pore structure. The experimental results indicate that: (1) Concrete from the initial and final pouring stages exhibits visible segregation between aggregate and paste, while the concrete from the middle pouring stage meet the design requirements for compressive strength and shows no distinct segregation. (2) Compared to the initial and final stages, the concrete from the middle pouring stage demonstrates more uniform aggregate distribution after pouring. (3) For the Group e specimens from the middle pouring stage, the proportion of medium and large pores significantly decreases after pouring, while the proportion of medium pores increases markedly (reaching approximately 50%), reflecting more uniform internal particle distribution and better paste encapsulation at this stage.

Key words: shaft, cast-in-place concrete, segregation, nuclear magnetic resonance technology, compressive strength