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金属矿山 ›› 2026, Vol. 55 ›› Issue (4): 314-320.

• 矿物材料 • 上一篇    

5·1·3 型晶须与钢纤维协同增强碱式硫酸镁水泥的力学性能及机理研究#br#

陶 璇,徐 迅,杨肖晨,李培莉,张 洁,颜美帼   

  1. 西南科技大学土木工程与建筑学院,四川 绵阳 621010
  • 出版日期:2026-04-15 发布日期:2026-05-13
  • 通讯作者: 徐 迅(1977—),男,特聘教授,博士,硕士研究生导师。
  • 作者简介:陶 璇(2000—),男,硕士研究生。
  • 基金资助:
    泸州市科技计划项目(编号:2023JYJ061);西南科技大学继续教育教学改革与研究项目(编号:23XJJY16)。

Study on Mechanical Properties and Mechanism of Basic Magnesium Sulfate Cement Synergistically Reinforced by 5·1·3 Whisker and Steel Fibers#br#

TAO Xuan,XU Xun,YANG Xiaochen,LI Peili,ZHANG Jie,YAN Meiguo   

  1. School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China
  • Online:2026-04-15 Published:2026-05-13

摘要: 本研究旨在探究5·1·3 型碱式硫酸镁晶须(MHSHW-513)与钢纤维在碱式硫酸镁水泥(BMSC)中的
多尺度协同增强效应。通过设计单掺钢纤维及复掺MHSHW-513 与钢纤维的对比试验,系统测试了BMSC 的流动性、
抗折强度、抗压强度及耐水性,并利用扫描电镜(SEM)观察其微观结构。结果表明:钢纤维对提升BMSC 力学性能起
主导作用,单掺2%钢纤维时,其28 d 抗压强度较基准组显著提升41. 7%;而MHSHW-513 则通过填充孔隙、优化界
面,显著改善材料耐水性,当固定钢纤维掺量为2%并掺入1% MHSHW-513 时,试件浸水56 d 后的软化系数仍保持在
0. 90。SEM 分析揭示,外掺MHSHW-513 与内生晶须在钢纤维-基体界面区形成多级阻裂体系,从微观尺度延缓裂纹
扩展;钢纤维则在宏观尺度通过桥联与拔出消耗能量。二者协同实现了BMSC 力学性能与耐久性的阶梯式提升。

关键词: 钢纤维 , MHSHW-513 晶须 , 碱式硫酸镁水泥 , 力学性能 , 耐水性 , 微观结构

Abstract: This study focuses on the multi-scale synergistic enhancement effect of 5·1·3 type magnesium hydroxide
sulfate hydrate whiskers (MHSHW-513) and steel fibers in basic magnesium sulfate cement (BMSC). Comparative experiments
were conducted with single-doped steel fibers and composite-doped MHSHW-513 and steel fibers. The fluidity,flexural
strength,compressive strength,and water resistance of BMSC were systematically tested,and its microstructure was observed using
scanning electron microscopy (SEM). The results show that steel fibers play a dominant role in improving the mechanical
properties of BMSC. With a single doping of 2% steel fibers,the 28-day compressive strength increased significantly by 41. 7%
compared to the reference group. Meanwhile,MHSHW-513 significantly improves the water resistance of the material by filling
pores and optimizing the interface. When the steel fiber content was fixed at 2% with 1% MHSHW-513 added,the softening coefficient
of the specimen remained at a high level of 0. 90 even after 56 days of water immersion. SEM analysis revealed that the
externally added MHSHW-513 and the endogenous whiskers form a multi-level crack-blocking system at the steel fiber-matrix
interface zone,delaying crack propagation at the micro-scale,while steel fibers consume energy through bridging and pulling out
at the macro-scale. Their synergy achieves a stepwise improvement in the mechanical properties and durability of BMSC.

Key words: steel fiber,MHSHW-513 whisker,basic magnesium sulfate cement (BMSC),mechanical properties,water
resistance,microstructure

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