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金属矿山 ›› 2026, Vol. 55 ›› Issue (3): 299-305.

• 矿物材料 • 上一篇    下一篇

机制砂微细料制备抗冻免烧砖试验研究

薛璐韬1,2 李育彪1,2 李 瑞1,2 喻文强1,2   

  1. 1. 关键非金属矿产资源绿色利用教育部重点实验室,湖北 武汉 430070;
    2. 武汉理工大学资源与环境工程学院,湖北 武汉 430070
  • 出版日期:2026-03-15 发布日期:2026-04-02
  • 通讯作者: 李育彪(1985—),男,教授,博士,博士研究生导师。
  • 作者简介:薛璐韬(2001—),男,硕士研究生。
  • 基金资助:
    地球深部探测与矿产资源勘查国家科技重大专项(编号:2024ZD1004005);湖北三峡实验室创新基金项目(编号:SC232019)。

Experimental Study on Preparation of Frost Resistant Unfired Bricks from Fine Material of Mechanism Sand#br#

XUE Lutao1,2 LI Yubiao1,2 LI Rui1,2 YU Wenqiang1,2   

  1. 1. Key Laboratory of Green Utilization of Critical Non-metallic Mineral Resources,Ministry of Education,Wuhan 430070,China;
    2. School of Resources and Environmental Engineering,Wuhan University of Technology,Wuhan 430070,China
  • Online:2026-03-15 Published:2026-04-02

摘要: 针对湿法机制砂生产工艺产生的大量微细料处置困难、资源化利用率低的问题,提出利用机制砂微细
料制备免烧砖的思路,以实现固体废弃物资源化利用并开发新型绿色建材。以机制砂微细料和P. O 52. 5 硅酸盐水泥
为主要原料,经压制成型和标准养护工艺制备免烧砖试件,系统研究微细料掺量对制品物理力学性能的影响,采用
XRD、SEM 等微观分析手段揭示其性能强化机理,并通过冻融循环试验评估Fe2O3 含量对抗冻性能的影响。结果表
明:当微细料掺量为50%时,免烧砖综合性能最优,28 d 抗压强度达23. 98 MPa,密度为2 238. 06 kg/ m3,吸水率为
3. 67%,软化系数为97. 10%,各项性能指标均满足《非烧结垃圾尾矿砖》(JC/ T 422—2024)标准中MU20 等级的要求。
微观分析显示,该配比下水化产物形成致密的C-S-H 凝胶网络结构,有效包裹微细颗粒形成刚性骨架。冻融循环试
验表明,随着Fe2O3 含量增加,免烧砖抗冻性能显著提升。研究证实了高掺量机制砂微细料制备抗冻免烧砖的技术可
行性,为砂石行业固废资源化利用提供了科学依据。

关键词: 机制砂微细料 高掺量 免烧砖 抗冻性 资源化

Abstract: To address the challenges associated with the disposal and low resource utilization rate of fine particles generated
from wet-process manufactured sand production,this study proposes thinking for preparing unfired bricks using manufactured
sand fine particles,aiming to achieve solid waste resource utilization and develop novel green building materials. Unfired
brick specimens were fabricated using manufactured sand fine particles and P. O 52. 5 Portland cement as primary raw materials
through hydraulic forming and standard curing processes. The influence of fine particle content on the physical and mechanical
properties of the bricks was systematically investigated. Microscopic analysis techniques,including XRD and SEM,were
employed to elucidate the performance enhancement mechanism. Furthermore,the effect of Fe2O3 content on frost resistance
was evaluated through freeze-thaw cycle tests. The results indicate that the optimal comprehensive performance is achieved at a
fine particle content of 50%. The unfired bricks exhibit a 28 d compressive strength of 23. 98 MPa,a density of 2 238. 06
kg/ m3,a water absorption rate of 3. 67%,and a softening coefficient of 97. 10%. All performance indicators meet the requirements
of the MU20 grade specified in the Non-sintered waste tailings brick (JC/ T 422—2024) standard. Microscopic analysis
reveals that at this optimal mix ratio,hydration products form a dense C-S-H gel network,effectively encapsulating the fine
particles and creating a rigid skeleton. Freeze-thaw cycle tests demonstrate that the frost resistance of the unfired bricks improves
significantly with increasing Fe2O3 content. This study confirms the technical feasibility of preparing frost resistant unfired
bricks with a high content of manufactured sand fine particles,providing a scientific basis for solid waste resource utilization
in the aggregate industry.

Key words: machine-made sand fine material,high content,unfired brick,frost resistance,reclamation

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