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程伟峰, 杨虹, 仝德华, 张鹏, 丁一宁, 丁建彤, 李海达. 掺硅粉、钢纤维湿喷混凝土现场弯曲韧性的试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240232
引用本文: 程伟峰, 杨虹, 仝德华, 张鹏, 丁一宁, 丁建彤, 李海达. 掺硅粉、钢纤维湿喷混凝土现场弯曲韧性的试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240232
Experimental Investigation on On-site Flexural Toughness of Wet-sprayed Concrete with Silica Fume and Steel Fibers[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240232
Citation: Experimental Investigation on On-site Flexural Toughness of Wet-sprayed Concrete with Silica Fume and Steel Fibers[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240232

掺硅粉、钢纤维湿喷混凝土现场弯曲韧性的试验研究

Experimental Investigation on On-site Flexural Toughness of Wet-sprayed Concrete with Silica Fume and Steel Fibers

  • 摘要: 针对锦屏二级水电站引水隧洞等强岩爆、高突涌水、高地应力硐室,采用新材料(弓形排状新型钢纤维、新型液态无碱速凝剂)、新设备(大型湿喷台车+机械臂)及新工艺(钢纤维新型添加工艺)系统开展了掺硅粉及钢纤维湿喷混凝土的现场弯曲韧性试验研究。这种既大量采用新技术,又能够真实反应湿喷混凝土现场附着硬化性能的大规模生产性试验研究在国内尚属首次。通过10家单位的协同参与,试验顺利完成,并取得有效成果。结果表明:随着硅粉和钢纤维的掺入,附着硬化后的湿喷混凝土初裂荷载和极限荷载提高,弯曲韧性指数、承载能力变化系数及残余强度因子明显改善,开裂后未发生脆性断裂,峰值荷载后的承载力下降缓慢,且作用效果随着纤维掺量的增加而增强,其中40kg掺量下荷载-挠度曲线有二次硬化现象,材料去脆性化迹象明显,抑制围岩破坏和与围岩同步变形能力得到增强。

     

    Abstract: For the prevention of rochburst, water gushing, high geostress, applied research on the on-site flexural toughness properties of wet-sprayed concrete containing silica fume(SF) and reinforced by steel fibers was carried out firstly to investigate the effect of steel fiber content and SF on flexural toughness index and the differentment from plain concrete.SF is added according to 10% of the cement mass, two mass content of steel fiber(35kg/m3,40kg/m3) was considered in this study, and large wet spraying machine was used.Concrete specimens used in flexural toughness experiment were formed in site,which containing accelerating agent has to 8%.It is the first time in China that this large-scale productive experimental study not only adopts a large number of new technologies, but also can truly reflect the on-site adhesion and hardening properties of wet sprayed concrete.Through the collaborative participation of 10 institutions, the experiment was successfully completed and effective results were achieved.The results indicated that the crack load and ultimate load of concrete were increased, flexural toughness was improved when SF and steel fiber contained, and the flexural toughness index is increasing with the increment of steel fiber, especially, the curves of load-deflection showed the peak of secondary hardening of shotcrete with 40kg steel fiber content, which means the better resistance deformation capacity and increased residual strength.So the steel fiber reinforced wet-sprayed concrete containing SF can enhance its toughness and the ability of resisting crack,improve its brittleness destroy character.

     

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