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植生透水混凝土基本性能影响研究

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不同水灰比、胶凝材料用量、骨料粒径以及普通硅酸盐水泥与硫铝酸盐水泥的复掺比例对植生透水混凝土的碱度、孔隙率、强度和透水率的有着不同的影响.试验结果表明,植生透水混凝土的抗压强度随骨料粒径的不断增加而减小,随胶凝材料用量的增加而增加,同时抗压强度随着水灰比的减小而升高.胶凝材料用量是影响孔隙率的主要因素,骨料粒径的影响次之,而水灰比和普通硅酸盐水泥与硫铝酸盐水泥的复掺比例对孔隙率的影响不大.骨料粒径和普通硅酸盐水泥与硫铝酸盐水泥的复掺比例对碱度影响较大,而水灰比和胶凝材料用量对碱度的影响非常有限.骨料粒径和胶凝材料用量的变化对透水率的影响较大,而普通硅酸盐水泥与硫铝酸盐水泥的复掺比例和水灰比对植生透水混凝土的透水率影响不大.
Study on the Influence of Basic Properties of Vegetated Pervious Concrete
Different water-cement ratios,amounts of cementitious materials,aggregate sizes,and blending ratios of ordinary Portland cement and sulfoaluminate cement have varying impacts on the alkalinity,porosity,strength,and permeability of vegetated pervious concrete. Experimental results indicate that the compressive strength of vegetated pervious concrete decreases as the aggregate size increases and increases as the amount of cementitious materials increases. At the same time,compressive strength rises as the water-cement ratio decreases. The amount of cementitious materials is the primary factor affecting porosity,followed by aggregate size,while the water-cement ratio and the blending ratio of ordinary Portland cement and sulfoaluminate cement have minimal impact on porosity. Aggregate size and the blending ratio of ordinary Portland cement and sulfoaluminate cement have a significant influence on alkalinity,while the water-cement ratio and the amount of cementitious materials have very limited effects on alkalinity. Changes in aggregate size and the amount of cementitious materials have a greater impact on permeability,while the blending ratio of ordinary Portland cement and sulfoaluminate cement and the water-cement ratio have little influence on the permeability of vegetated pervious concrete.

VegetationConcretePorosityAlkalinity

郭书亮、曾仁书

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重庆工贸职业技术学院,重庆408000

植生 混凝土 孔隙率 碱度

重庆市教委科学技术研究计划重庆工贸职业技术学院项目

KJQN202103602ZR202216

2024

重庆建筑
重庆市建筑科学研究院

重庆建筑

影响因子:0.292
ISSN:1671-9107
年,卷(期):2024.23(8)