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复合降碱改性生态多孔混凝土抗硫酸盐侵蚀性能研究OA

Sulfate Erosion Resistance of Composite Alkali-Reducing Modified Ecological Porous Concrete

中文摘要英文摘要

为提升生态多孔混凝土(EPC)在硫酸盐-干湿循环环境下的服役耐久性,采用硅藻土(DE)、草酸(OA)和硫酸铁(FS)构建复合降碱体系,制备了不同碱度梯度的EPC试件,系统研究了其在硫酸盐-干湿循环作用下的宏观性能演化及微观结构变化规律.通过相对抗压强度和质量损失率表征EPC的宏观劣化行为,并借助XRD、FTIR和SEM分析其水化产物与微观结构特征.结果表明,适度降碱可显著提升EPC的抗硫酸盐侵蚀性能,其中OA-FS复合体系掺量为1.2%(质量分数)的组(pH=9.0~10.0)在经历24次硫酸盐-干湿循环后仍保持最高的相对抗压强度(72.59%).微观表征显示,DE-OA-FS复合体系通过促进C-S-H凝胶生成与结构稳定化、减缓Ca(OH)2的快速消耗并抑制钙矾石(AFt)等侵蚀产物的集中析出,优化了EPC孔结构与化学稳定性,从而延缓了裂纹扩展与碳化劣化进程.研究结果可为EPC在复杂侵蚀环境下的耐久性优化设计与工程应用提供技术参考.

In order to improve the service durability of ecological porous concrete(EPC)in a sulfate dry-wet cycling environment,a composite alkali-reduction system was established using diatomaceous earth(DE),oxalic acid(OA)and ferric sulfate(FS).EPC specimens with different alkalinity gradients were prepared,and the evolution of macroscopic property and the variation of microstructure under sulfate dry-wet cycles were systematically investigated.The macroscopic deterioration behavior of EPC was characterized by relative compressive strength and mass loss rate,while hydration products and microstructural features were analyzed by XRD,FTIR,and SEM.The results show that moderate alkali reduction significantly improves the sulfate erosion resistance of EPC.Among the specimens,the group with 1.2%(mass fraction)OA-FS composite system(pH=9.0 to 10.0)still maintains the highest relative compressive strength(72.59%)after 24 sulfate dry-wet cycles.Microstructural characterization shows that the DE-OA-FS composite system optimizes the pore structure and chemical stability of EPC by promoting the formation and structural stabilization of C-S-H gel,slowing the rapid consumption of Ca(OH)2,and inhibiting the concentrated precipitation of sulfate-attack products such as ettringite(AFt),thereby delaying the process of crack propagation and carbonation-induced deterioration.The findings provide a technical reference for durability optimization design and engineering applications of EPC in complex aggressive environments.

欧阳琦;尹健;李思娇;陈怡豪;覃宇航;曾一

中南林业科技大学土木工程学院,长沙 410004||中南林业科技大学工程流变学湖南省重点实验室,长沙 410004中南林业科技大学土木工程学院,长沙 410004||中南林业科技大学工程流变学湖南省重点实验室,长沙 410004中南林业科技大学土木工程学院,长沙 410004||中南林业科技大学工程流变学湖南省重点实验室,长沙 410004中南林业科技大学土木工程学院,长沙 410004||中南林业科技大学工程流变学湖南省重点实验室,长沙 410004中南林业科技大学土木工程学院,长沙 410004||中南林业科技大学工程流变学湖南省重点实验室,长沙 410004中南林业科技大学土木工程学院,长沙 410004||中南林业科技大学工程流变学湖南省重点实验室,长沙 410004

建筑与水利

生态多孔混凝土硫酸盐-干湿循环碱度梯度宏观力学性能微观结构

ecological porous concretesulfate dry-wet cyclealkalinity gradientmacroscopic mechanical propertymicrostructure

《硅酸盐通报》 2026 (7)

2290-2298,9

国家自然科学基金项目(52178262)湖南省科技创新计划项目(2020RC4049)

10.16552/j.cnki.issn1001-1625.2025.1298

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