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碱激发矿渣-赤泥新型低碳透水混凝土性能研究

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以粒化高炉矿渣与拜耳法赤泥两种工业固废作为胶凝材料,硅酸钠溶液作为碱激发剂,石灰岩碎石作为粗骨料,制备透水混凝土,研究了设计孔隙率、水胶比与骨料粒径对透水混凝土强度与透水性能的影响.结果表明:随设计孔隙率增大,试样的强度逐渐减小,但透水性能逐渐增强.最优水胶比受设计孔隙率和骨料粒径的影响,当透水混凝土设计孔隙率为 15%、骨料粒径为4.75~9.50 mm时,最优水胶比为 0.36,其强度较高且具有良好的透水性能.碱矿渣-赤泥透水混凝土的力学与透水性能均优于水泥透水混凝土,符合低碳绿色的发展理念.
Study on Properties of New Low-Carbon Pervious Concrete with Alkali-Activated Slag-Red Mud
Pervious concrete was prepared with two industrial solid wastes of granulated blast-furnace slag and Bayer red mud as cementitious materials,sodium silicate solution as alkali activator,and limestone gravel as coarse aggregate.The effects of design porosity,water-binder ratio and aggregate size on the strength and permeability of pervious concrete were studied respectively.The optimal water-binder ratio is in-fluenced by the design porosity and aggregate size.When the design porosity of pervious concrete is 15%and the aggregate size is 4.75-9.50 mm,the optimal water-binder ratio of 0.36 and it has a higher strength and has good water permeability.The mechanics and permeability per-formance of alkali-activated slag-red mud pervious concrete are better than those of cement pervious concrete,which is in line with the devel-opment concept of low carbon and green.

pervious concretered mudslagdesign porositywater-binder ratioaggregate size

吴敏、王晨、王安辉、段伟、张洁雅、董晓强

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太原理工大学 土木工程学院,山西 太原 030024

中建安装集团有限公司,江苏 南京 210023

透水混凝土 赤泥 矿渣 设计孔隙率 水胶比 骨料粒径

国家自然科学基金江苏省自然科学基金南京市建设系统科技计划山西省住建厅科技项目(2021)

52108332BK20210051Ks2153

2024

人民黄河
水利部黄河水利委员会

人民黄河

CSTPCD北大核心
影响因子:0.494
ISSN:1000-1379
年,卷(期):2024.46(4)
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