首页|50MPa高强透水混凝土性能影响因素探寻

50MPa高强透水混凝土性能影响因素探寻

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通过正交试验方法分析水胶比、聚丙烯腈纤维掺量及其长度等对透水混凝土性能的影响表明,纤维掺量是关键因素,其次是水胶比、纤维长度.随着纤维掺量从 1.0→2.0 kg/m3,混凝土的平均抗压强度逐渐增强,平均透水系数逐渐下降.水胶比也是影响透水混凝土性能的重要因素,水胶比 0.25→0.30 时,其透水系数呈先升后降的趋势,抗压强度呈先降后升的趋势.纤维长度 3→12 mm时,透水系数从 1.29→1.83 mm/s,而抗压强度呈现先升后降的趋势.可以通过增大设计孔隙率、调整纤维掺量,获得透水系数和抗压强度综合性能更好的透水混凝土.
On the Influencing Factors for Performance of 50 MPa Level High-strength Permeable Concrete
Orthogonal experiments are carried out to study the influences of the water-cement ratio and the polyacryloni-trile fiber content and length on the performance of permeable concrete.The results show that the fiber content is the key factor,followed by the water-cement ratio and the fiber length.As the fiber content increases from 1.0 to 2.0 kg/m3,the average compressive strength of the concrete gradually increases and the average permeability coefficient decreases.The water-cement ratio is also an important factor affecting the performance of permeable concrete.As the water-cement ratio increases from 0.25 to 0.30,the permeability coefficient shows a trend of increasing at first and then decreasing,while the compressive strength shows a trend of decreasing at first and then increasing.When the fiber length increases from 3 mm to 12 mm,the permeability coefficient increases from 1.29 to 1.83 mm/s,while the compressive strength shows a trend of increasing at first and then decreasing.Thus,permeable concrete with better performance in permeability coeffi-cient and compressive strength can be obtained by increasing the design porosity and adjusting the fiber content.

permeable concretepolyacrylonitrile fibercompressive strengthpermeability coefficientorthogonal de-sign

龙娈珍、申濮源、李子瑞、高军华、张义龙、伍子冲

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武昌首义学院城市建设学院,湖北 武汉 430064

透水混凝土 聚丙烯腈纤维 抗压强度 透水系数 正交设计

2024

水电与新能源
湖北省水力发电工程学会 湖北能源集团股份有限公司

水电与新能源

影响因子:0.301
ISSN:1671-3354
年,卷(期):2024.38(9)