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现代隧道技术 2025, Vol. 62 Issue (1) :231-241    DOI:
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高温热水环境钢纤维喷射混凝土宏观力学性能试验研究
(1.西南交通大学土木工程学院,成都 610036;2.极端环境岩土和隧道工程智能建养全国重点实验室,成都 610036;3.昆明安泰得软件股份有限公司 ,昆明 650000)
Experimental Study on the Macroscopic Mechanical Properties of Steel Fiber Reinforced Shotcrete in High-temperature Hydrothermal Environments
(1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610036; 2. National Key Laboratory of Geotechnical and Tunnel Engineering under Extreme Environments, Chengdu 610036; 3. Kunming Antaide Software Co., Ltd., Kunming 650000)
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摘要 为研究喷射混凝土在高温热水环境下的力学性能变化及相关改进措施,在20 ℃常温水及60 ℃、80 ℃高温热水条件下,开展素喷射混凝土及端钩钢纤维喷射混凝土、波浪钢纤维喷射混凝土的劈裂抗拉强度和单轴抗压强度试验研究。结果表明,高温热水可加速混凝土早期水化反应,提高早期力学性能,但长期作用会导致C-S-H凝胶分解与重组、水化产物密实度降低及界面性能劣化,使后期强度下降;与20 ℃常温水相比,60 ℃和80 ℃高温水分别使素喷射混凝土28 d抗拉强度降低13.4%和22.0%,抗压强度降低11.9%和16.9%,使端钩钢纤维喷射混凝土抗拉强度分别降低14.5%和4.0%,抗压强度降低6.5%和1.0%;在60 ℃高温热水下波浪钢纤维喷射混凝土28 d抗拉强度降低25%,抗压强度降低11.0%;在高温热水环境中,1.0%体积率的端钩钢纤维在提升混凝土抗拉和抗压强度方面表现最佳。
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于 丽1
2 秦幼林1
2 陈兰鑫1
2 肖 阳1
2 陈朝辉1
2 王淞申1
2 梁志福3
关键词热水环境   钢纤维喷射混凝土   热损伤   劈裂抗拉强度   单轴抗压强度     
Abstract: To investigate the changes in mechanical properties of shotcrete in high-temperature hydrothermal envi? ronments and related improvement measures, tests were conducted on plain shotcrete, shotcrete with hooked-end steel fibers, and wavy steel fibers under three conditions: 20°C (room temperature water), 60°C, and 80°C hot water.The study focused on the splitting tensile strength and uniaxial compressive strength of these shotcrete mixtures.The results show that hot water accelerates the early hydration reaction of concrete and improves early mechanical properties. However, long-term exposure leads to the decomposition and reorganization of C-S-H gel, reduced densification of hydration products, and deterioration of interface performance, which causes a decrease in strength over time. Compared to room temperature (20°C), 60°C and 80°C hot water caused a 13.4% and 22.0% decrease in the 28 day tensile strength of plain shotcrete, respectively, and an 11.9% and 16.9% decrease in compressive strength.The tensile strength of hooked-end steel fiber shotcrete decreased by 14.5% and 4.0%, while compressive strength decreased by 6.5% and 1.0%. Wavy steel fiber reinforced shotcrete showed a 25% decrease in tensile strength and an 11.0% decrease in compressive strength at 60° C. In high-temperature hot water environments, shotcrete with 1.0% volume fraction of hooked-end steel fibers exhibited the best performance in enhancing both tensile and compressive strengths.
KeywordsHot water environment,   Steel fiber reinforced shotcrete,   Thermal damage,   Splitting tensile strength,   Uni? axial compressive strength     
基金资助:云南省重大科技专项计划(202102AD080003);国家自然科学基金(51578458).
作者简介: 于 丽(1978-),女,博士,教授,主要从事复杂地质环境隧道建造、通风防灾和抗减震研究及教学工作,E-mail: yuli_1026@home.swjtu.edu.cn. 通讯作者:秦幼林(1993-),男,博士研究生,主要从事复杂地质环境隧道工程建造研究工作,E-mail: ylqin@my.swjtu.edu.cn.
引用本文:   
于 丽1, 2 秦幼林1, 2 陈兰鑫1等 .高温热水环境钢纤维喷射混凝土宏观力学性能试验研究[J]  现代隧道技术, 2025,V62(1): 231-241
YU Li1, 2 QIN Youlin1, 2 CHEN Lanxin1 etc .Experimental Study on the Macroscopic Mechanical Properties of Steel Fiber Reinforced Shotcrete in High-temperature Hydrothermal Environments[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(1): 231-241
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