首页|赤泥基地聚物透水混凝土配合比优化研究

赤泥基地聚物透水混凝土配合比优化研究

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为促进固体废弃物资源化再生利用和海绵城市低碳可持续发展,本文以赤泥、矿渣为胶凝材料,水玻璃溶液作为激发剂,制备了赤泥基地聚物透水混凝土(RMGPC).采用正交试验研究碱当量、赤泥掺量、水玻璃模数对RMGPC的抗压强度、劈裂抗拉强度、抗折强度、透水性能、连续孔隙率的影响规律,优化配合比设计.结果表明:①当水胶比为0.32,设计孔隙率为18%时,4%的碱当量最佳,赤泥掺量变化对RMGPC各项性能的影响最显著,水玻璃模数变化影响很小;②由综合平衡分析得:碱当量4%、赤泥掺量40%、水玻璃模数1.8为最优配比,制备的RMGPC 28 d抗压强度、劈裂抗拉强度、抗折强度能达到32.1、1.99及3.3MPa,透水系数为3.33 mm/s,连续孔隙率为16.15%,能够很好的兼顾强度高和透水性好的优势.
Study on mix proportion optimization of red mud-based geopolymer pervious concrete
In order to promote the recycling of solid waste and the low-carbon sustainable development of sponge city,in this paper,the red mud-based geopolymer pervious concrete(RMGPC)was prepared by red mud and slag as cementitious materials and water glass solution as activator.The influence law of alkali equivalent,red mud content and module of water glass on the compressive strength,splitting tensile strength,flexural strength,water permeability and continuous porosity of RMGPC were studied by orthogonal experiment.Optimize the design of the mix proportion.The results show that:①When the water-binder ratio is 0.32 and the designed porosity is 18%,4%alkali equivalent is the best.The change of red mud content has the most significant effect on the properties of RMGPC,and the change in module of water glass has little effect.②From the comprehensive balance analysis:The optimum ratio is 4%of alkali equivalent,40%of red mud content and 1.8 of module of water glass.The compressive strength,splitting tensile strength and flexural strength of RMGPC at 28 d can reach 32.1 MPa,1.99 MPa and 3.3 MPa,respectively.The permeability coefficient is 3.33 mm/s and the continuous porosity is 16.15%,the advantages of high strength and good water permeability can be provided as well.

geopolymerred mudpervious concreteorthogonal experimentpermeability coefficient

边亚东、尚福祥、刘海洋、付志豪、彭淙钰、骆浩浩

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河南理工大学,河南焦作 454000

中原工学院建筑工程学院,河南郑州 450007

地聚物 赤泥 透水混凝土 正交试验 透水系数

国家留学基金委科研资助项目

留金美[2021]109号

2024

轻金属
沈阳铝镁设计研究院

轻金属

影响因子:0.358
ISSN:1002-1752
年,卷(期):2024.(8)