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硅酸盐通报 ›› 2026, Vol. 45 ›› Issue (2): 549-561.DOI: 10.16552/j.cnki.issn1001-1625.2025.0849

• 资源综合利用 • 上一篇    下一篇

基于响应面法的全固废胶凝材料配合比优化设计及性能研究

张小龙1(), 孙为国1, 王伟1, 王朝晖2, 晏茂豪3, 刘红强1, 杨军宏1   

  1. 1.宁夏公路管理中心,银川 750002
    2.宁夏公路桥梁建设有限公司,银川 755299
    3.长安大学建筑工程学院,西安 710061
  • 收稿日期:2025-08-21 修订日期:2025-11-26 出版日期:2026-02-20 发布日期:2026-03-09
  • 作者简介:张小龙(1976—),男,高级工程师。主要从事土木工程绿色低碳新材料方面的研究。E-mail:Zxl_159357@126.com
  • 基金资助:
    宁夏回族自治区重点研发项目(2024BEG02004)

Mix Proportion Optimization Design and Performance Study of All-Solid Waste Cementitious Materials Based on Response Surface Methodology

ZHANG Xiaolong1(), SUN Weiguo1, WANG Wei1, WANG Zhaohui2, YAN Maohao3, LIU Hongqiang1, YANG Junhong1   

  1. 1. Ningxia Highway Management Center,Yinchuan 750002,China
    2. Ningxia Road & Bridge Construction Co. ,Ltd. ,Yinchuan 755299,China
    3. School of Architectural Engineering,Chang’an University,Xi’an 710061,China
  • Received:2025-08-21 Revised:2025-11-26 Published:2026-02-20 Online:2026-03-09

摘要:

为提高工业固废资源化利用率,本研究基于Design-Expert软件中的Mixture-Optimal(Custom)Design方法,系统研究了矿渣、钢渣及脱硫石膏三元体系对全固废胶凝材料工作性能与力学性能的协同调控作用。结果表明:三元固废体系对流动性和凝结性能具有显著调控作用,当矿渣掺量50.75%(质量分数,下同)、钢渣掺量40.00%及脱硫石膏掺量9.25%时,胶砂流动度最高可达205 mm,初凝时间及终凝时间分别缩短至170 与490 min,这主要归因于钢渣颗粒的骨架效应与脱硫石膏中SO42-的促凝协同作用。当矿渣掺量不低于70%,钢渣掺量控制在30%以内,脱硫石膏掺量为4%~5%时,28 d胶砂抗压强度与抗折强度最高达到45.3和8.6 MPa,验证了“矿渣主导-钢渣协同-石膏激发”的性能增强机制。进一步开展响应面模型优化分析得出:当矿渣、钢渣和脱硫石膏掺量分别为63.6%、34.9%和1.5%时,材料综合性能达最优平衡,且各响应指标实测值与预测值误差均小于5%,验证了所建回归模型的准确性与可靠性。此外,碳排放与经济性分析显示,该优化配比全固废胶凝材料单位功能量下的全球变暖潜能值(GWP)较普通硅酸盐水泥降低约86%,并可节约材料成本约100 元/t,充分体现了其在低碳建材推广及可持续发展中的应用潜力。

关键词: 工业固废, 胶凝材料, 响应面法, 配合比优化, 力学性能

Abstract:

To enhance the resource utilization rate of industrial solid waste, this study systematically investigated the synergistic regulation of ground granulated blast furnace slag (GGBFS), steel slag (SS), and desulfurization gypsum (FGD) on the workability and mechanical performance of all-solid waste cementitious materials, based on the Mixture-Optimal (Custom) Design method in the Design-Expert software. The results indicate that the ternary solid waste system exhibits significant regulation of fluidity and setting performance. When the content of GGBFS is 50.75% (mass fraction, the same below), SS content is 40.00% and FGD content is 9.25%, the mortar fluidity reaches a maximum of 205 mm, while the initial setting time and final setting time shorten to 170 and 490 min, respectively. This effect is primarily attributed to the synergistic action between the skeletal effect of SS particles and the setting acceleration of SO42- in FGD. Furthermore, when GGBFS content is not less than 70%, the SS content is controlled below 30%, and FGD content is maintained within 4%~5%, the 28 d compressive and flexural strength reach maximum value of 45.3 and 8.6 MPa, respectively, This validates the performance enhancement mechanism of “ground granulated blast furnace slag dominant,steel slag synergy gypsum, and desulfurization gypsum activation”. Through response surface model optimization analysis reveal that an optimal balance of material properties is achieved when the content of ground granulated blast furance slag, steel slag, and desulfurization gypsum are 63.6%, 34.9%, and 1.5%, respectively, the comprehensive performance of materials achieve the optimal balance, the measured value of each response indicator deviate from their predicted value by less than 5%, confirming the accuracy and reliability of the established regression model. In addition, the carbon emission and economic analysis reveal that, compared with ordinary Portland cement, the optimized all-solid waste cementitious materials reduce the global warming potential (GWP) by approximately 86% and save about 100 yuan/t, highlighting its application potential in promoting low-carbon building materials and sustainable development.

Key words: industrial solid waste, cementitious material, response surface methodology, mix proportion optimization, mechanical performance

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