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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (10): 3734-3746.DOI: 10.16552/j.cnki.issn1001-1625.2025.0443

• 资源综合利用 • 上一篇    下一篇

全固废免蒸压加气混凝土性能优化试验研究

姚贤华1, 韩林岩1, 刘丽1, 李志成1, 万铭铎1, 刘诗文1, 陈胜强2, 上官林建3   

  1. 1.华北水利水电大学土木与交通学院,郑州 450045;
    2.河南建筑材料研究设计院有限责任公司,郑州 450018;
    3.华北水利水电大学机械学院,郑州 450045
  • 收稿日期:2025-04-29 修订日期:2025-05-26 出版日期:2025-10-15 发布日期:2025-11-03
  • 作者简介:姚贤华(1976—),男,博士,高级实验师。主要从事固废资源化方面的研究。E-mail:yaoxianhua@ncwu.edu.cn
  • 基金资助:
    河南省科技攻关项目(252102321043);第十六届硕士研究生创新能力提升工程(NCWUYC202416048,NCWUYC202416049);河南省科学院绿色低碳墙体材料创新团队(20230110);河南省科学院科技研发计划联合基金(25200810056,235200810044)

Performance Optimization of All-Solid Waste Non-AutoclavedAerated Concrete

YAO Xianhua1, HAN Linyan1, LIU Li1, LI Zhicheng1, WAN Mingduo1, LIU Shiwen1, CHEN Shengqiang2, SHANGGUAN Linjian3   

  1. 1. School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, China;
    2. Henan Building Materials Research and Design Institute Co., Ltd., Zhengzhou 450018, China;
    3. College of Mechanical Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450045, China
  • Received:2025-04-29 Revised:2025-05-26 Published:2025-10-15 Online:2025-11-03

摘要: 本研究使用电石渣替代生石灰制备了全固废免蒸压加气混凝土,研究了钙硅比(Ca/Si)、水胶比(W/B)、碱激发剂模数(M)、羟丙基甲基纤维素(HPMC)掺量及养护条件等主要工艺参数对全固废免蒸压加气混凝土流动性、发泡曲线、断面孔隙、吸水率、干密度和抗压强度等物理力学性能的影响,并通过XRD、SEM分析了全固废免蒸压加气混凝土的水化产物和微观结构。研究结果表明,随着W/B、M和HPMC掺量的增加,全固废免蒸压加气混凝土试件的抗压强度和干密度均呈先增大后减小的趋势,而随着Ca/Si的增加,抗压强度和干密度变化趋势均为先减小后增大。全固废免蒸压加气混凝土获得良好气孔结构和较好物理力学性能的最佳工艺参数为:Ca/Si为0.76、W/B为0.50、M为1.0、HPMC掺量为0.6%(质量分数)、养护温度为70 ℃。高温蒸汽养护后的全固废免蒸压加气混凝土主要水化产物(水化硅酸钙(C-S-H)凝胶、钙钒石)是混凝土强度的主要提供者,C-S-H凝胶、钙钒石使加气混凝土内部结构更加致密。

关键词: 全固废免蒸压加气混凝土, 电石渣, 钙硅比, 抗压强度, 干密度, 微观结构

Abstract: In this study, carbide slag was used to replace lime to prepare all-solid waste non-autoclaved aerated concrete. The effects of main process parameters such as calcium-silicon ratio (Ca/Si), water-binder ratio (W/B), alkali activator modulus (M), hydroxypropylmethyl cellulose (HPMC) content and curing conditions on the physical and mechanical properties such as fluidity, foaming curve, cross-sectional pore, water absorption, dry density and compressive strength of non-autoclaved aerated concrete were studied. The hydration products and microstructure of all-solid waste non-autoclaved aerated concrete were analyzed by XRD and SEM. The results show that with the increase of W/B, M and HPMC content, the compressive strength and dry density of all-solid waste non-autoclaved aerated concrete specimens increase first and then decrease. With the increase of Ca/Si, the compressive strength and dry density of all-solid waste non-autoclaved aerated concrete specimens decrease first and then increase. When all-solid waste non-autoclaved aerated concrete obtains good pore structure, good physical and mechanical properties, the optimum process parameters are: Ca/Si of 0.76, W/B of 0.5, M of 1.0, HPMC content of 0.6% (mass fraction), curing temperature of 70 ℃. The main hydration products (calcium silicate hydrate (C-S-H) gel and ettringite) of all-solid waste non-autoclaved aerated concrete after high temperature steam curing are the main providers of concrete strength. C-S-H gel and ettringite make the internal structure of aerated concrete denser.

Key words: all-solid waste non-autoclaved aerated concrete, carbide slag, calcium-silicon ratio, compressive strength, dry density, microstructure

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