高温热水环境钢纤维喷射混凝土宏观力学性能试验研究

Experimental Study on the Macroscopic Mechanical Properties of Steel Fiber Reinforced Shotcrete in High-temperature Hydrothermal Environments

  • 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。

     

    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.

     

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