首页|微晶纤维素改性透水混凝土性能研究

微晶纤维素改性透水混凝土性能研究

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对微晶纤维素(MCC)改性并制备透水混凝土,探究改性纤维素(MCCPA)掺量对透水混凝土力学强度、透水系数和净水性能的影响,并对其水化产物及微观形貌进行分析.结果表明,MCCPA掺量为0.15%时,试件的强度最高,7、28 d抗压强度及28 d抗折强度分别为22.48、29.52、4.16 MPa,较对照组提高了15.16%、9.49%、15.88%.改性透水混凝土工作和透水性能改善,MCCPA掺量为0.20%时,透水系数为3.79 mm/s,较对照组增大了15.90%.重金属离子净化能力较对照组提高,MCCPA掺量为0.25%时,Cu2+和Cr3+去除率分别为67.53%、74.51%,较对照组分别提高19.48%、39.19%.MCCPA与水泥的相容性较好,能嵌入水泥浆体缝隙中优化结构,促进C-S-H凝胶的生成,提高水泥浆体微观结构抗裂性.
Performance of pervious concrete modified by microcrystalline cellulose
The microcrystalline cellulose(MCC)was modified to prepare pervious concrete.The influences of different contents of modified cellulose(MCCPA)on the mechanical strength,permeability coefficient and water purification performance of pervious concrete were explored,and the hydration products and microscopic morphology of the concrete were analyzed.The results showed that when the MCCPA content was 0.15%,the compressive strength of specimens at 7 d and 28 d and flexural strength at 28 d were the best,which were 22.48 MPa,29.52 MPa and 4.16 MPa,which increased by 15.16%,9.49%and 15.88%compared with the control group,respectively.The work and permeability performance of modified pervious concrete have been improved.When the MCCPA content is 0.20%,the permeability coefficient is 3.79 mm/s,which is 15.90%higher than the control group.The purifi-cation capacity of heavy metal ions was further enhanced compared to the control group.When the MCCPA content was 0.25%,the removal rates of Cu2+and Cr3+were 67.53%and 74.51%,which were 19.48%and 39.19%higher than that of the control group,respectively.MCCPA has good compatibility with cement,which can be embedded into the cracks of cement slurry to opti-mize the structure,promote the formation of C-S-H gel,and improve the crack resistance of the cement slurry microstructure.

MCCmodificationpervious concretewater purification performance

付希尧、韦祝

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广西建设职业技术学院,广西南宁 530007

微晶纤维素 改性 透水混凝土 净水性能

教育部职业教育教师教学创新团队项目广西壮族自治区高等学校中青年教师科研基础能力提升项目广西壮族自治区高等学校中青年教师科研基础能力提升项目

ZH20210601012021KY11522021KY1158

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(3)
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