冻融循环对硅烷改性ECC力学与吸水性能的影响OA
Influence of Freeze-Thaw Cycles on Mechanical and Water Absorption Properties of Silane-Modified ECC
本文利用多种材料测试技术研究了内掺硅烷类型对工程水泥基复合材料(ECC)力学和吸水性能的影响规律和机理,分析了冻融循环后未改性ECC和内掺异辛基三乙氧基硅烷(IOTS)改性ECC的力学和吸水性能演化规律与微观机制.结果表明:除γ-甲基丙烯酰氧基丙基三甲氧基硅烷(KH570)外,IOTS和N-(β-氨乙基)-γ-氨丙基三甲氧基硅烷(KH792)未对ECC的力学性能产生显著负面影响,KH570和KH792均明显延缓胶凝材料的水化放热.IOTS改性试件表现出最佳的疏水性,且在严重冻融损伤后仍能保持疏水特点.冻融循环后,IOTS改性试件的抗压强度劣化速率高于未改性试件,但其抗折强度更高.随着冻融循环次数的增加,两类试件单位面积吸水质量与时间平方根之间的关系由单线性转变为双线性,且初期线性阶段时长随冻融循环次数的增加而缩短.研究成果能够为ECC的疏水设计及其在冻融环境中的应用和耐久性评价提供理论依据.
This study comprehensively investigated the influence patterns and mechanisms of internally incorporated silane types on the mechanical properties and water absorption properties of engineered cementitious composites(ECC)using multiple material testing techniques.It analyzed the evolution patterns and microscopic mechanisms of mechanical and water absorption properties for both unmodified ECC and isooctyl triethoxy silane IOTS modified ECC after freeze-thaw cycles.The results show that:except for γ-methacryloxy propyl trimethoxy silane(KH570),neither IOTS nor N-(β-aminoethyl)-γ-aminopropyl trimethoxy silane(KH792)causes a significant negative impact on the mechanical properties of ECC.Both KH570 and KH792 markedly delay the hydration heat release of the cementitious materials.The IOTS modified ECC exhibited the best hydrophobicity,maintaining its hydrophobic characteristics even after severe freeze-thaw damage.After freeze-thaw cycles,the compressive strength deterioration rate of IOTS-modified specimens is higher than that of unmodified specimens,but their flexural strength remains higher.As the number of freeze-thaw cycles increases,the relationship between the water absorption mass per unit area and the square root of time shifts from linear to bilinear for both types of specimens,and the duration of the initial linear stage shortens as the number of freeze-thaw cycles increases.The research findings provide a theoretical basis for the hydrophobic design of ECC and its application and durability evaluation in freeze-thaw environments.
刘亚君;薛善彬;郑子昊;史志浩;王文焕
青岛理工大学土木工程学院,青岛 266525青岛理工大学土木工程学院,青岛 266525青岛理工大学土木工程学院,青岛 266525青岛理工大学土木工程学院,青岛 266525青岛理工大学土木工程学院,青岛 266525
建筑与水利
工程水泥基复合材料硅烷改性冻融循环力学性能吸水性能低场核磁共振
engineered cementitious compositesilane modificationfreeze-thaw cyclemechanical propertywater absorption propertylow-field nuclear magnetic resonance
《硅酸盐通报》 2026 (6)
1876-1891,16
国家自然科学基金(U2106220,U24A20162,52008222)青岛市科技惠民示范专项(24-1-8-cspz-9-nsh)
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