纤维增强自密实混凝土力学性能与孔结构特征

Mechanical Properties and Pore Characteristics of Fiber Reinforced Self-compacting Concrete

  • 摘要: 探究不同掺量的膨胀剂(EXP)、钢纤维(SF)以及钢纤维与聚乙烯醇(PVA)纤维不同复掺比例对于自密实混凝土力学性能的影响,并通过图像处理从混凝土试块表面细、微观孔结构角度分析其改性机理。结果表明:膨胀剂对早期抗压强度的影响与纤维的具体掺量有关,膨胀剂和钢纤维同时掺入会改善自密实混凝土的力学性能;掺入7%或10%的膨胀剂和0.20%的钢纤维时,自密实混凝土表面细观孔和微观孔结构得到有效改善;7 d抗压强度与微观孔平均孔径和细观孔圆度值呈负相关,与微观孔圆度值呈正相关。28 d抗压强度与细观孔和微观孔孔隙率呈负相关。

     

    Abstract: The effects of expansive agent (EXP), steel fiber (SF) and different blending ratio of steel fiber and polyvinyl alcohol (PVA) fiber on mechanical properties of self-compacted concrete were investigated, and the modification mechanism was analyzed from the perspective of mesoscopic and microscopic pore structures on the surface of concrete test blocks by image processing. The results show that the influence of expansive agent on the early compressive strength is related to the specific fiber content, and the simultaneous addition of expansive agent and steel fiber can improve the mechanical properties of self-compacting concrete. When 7% or 10% expansive agent and 0.20% steel fiber are added, the structure of meso pores and micro pores on the surface of self-compacting concrete can be improved effectively. The compressive strength of 7 d is negatively correlated with the average pore diameter and the roundness of 7 d meso pores, but positively correlated with the roundness of 7 d micro pores. The 28 d compressive strength is negatively correlated with the porosity of 28 d meso pores and micro pores.

     

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