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纳米硅灰对紧密堆积骨料混凝土耐久性影响的试验研究

Experimental Investigation of the Effect of Nano Silica Fume on Durability of Concrete with Close-Packing Aggregate.

作者信息

Ye Zilong, Qu Xin, Li Jiajun, Ye Tianhao, Li Gengying, Wang Haiyang

机构信息

Dongguan Development Holdings Co., Ltd., Dongguan 523000, China.

Guangdong Provincial Transportation Planning and Design Institute Group Co., Ltd., Guangzhou 510623, China.

出版信息

Materials (Basel). 2025 Aug 29;18(17):4061. doi: 10.3390/ma18174061.

Abstract

Achieving the close packing and interlocking of coarse aggregates in concrete enhances the elastic modulus, thereby reducing deformation, and can improve the overall stiffness of concrete structures. This study focuses on reinforcing and toughening concrete with close-packing aggregate with silica fume and micro-steel fibers, and investigates its durability properties, including long-term mechanical performance, water absorption, and sulfate erosion resistance under dry-wet cyclic exposure. The experimental results indicate that the 360-day long-term compressive strength of the concrete reaches up to 109.3 MPa, and the 360-day flexural strength reaches 11.62 MPa. The addition of silica fume effectively reduces the water absorption of concrete with close-packing aggregate and improves its sulfate erosion resistance under dry-wet cycles. The lowest 28-day water absorption rate is 2.41%, and after 150 cycles of sulfate erosion, the compressive strength corrosion resistance coefficient of the concrete can be maintained at up to 68.4%, while the sulfate erosion resistance grade reaches up to KS120. The concrete overall exhibits excellent durability properties. Moreover, this is beneficial for enhancing the concrete's performance under dry-wet cycles and its resistance to the effects of sulfate attack.

摘要

实现混凝土中粗骨料的紧密堆积和联锁可提高弹性模量,从而减少变形,并能提高混凝土结构的整体刚度。本研究聚焦于用硅灰和微钢纤维对紧密堆积骨料混凝土进行增强增韧,并研究其耐久性性能,包括长期力学性能、吸水性以及干湿循环暴露下的抗硫酸盐侵蚀性能。试验结果表明,该混凝土360天的长期抗压强度高达109.3MPa,360天的抗折强度达到11.62MPa。硅灰的加入有效降低了紧密堆积骨料混凝土的吸水性,并提高了其在干湿循环下的抗硫酸盐侵蚀性能。最低28天吸水率为2.41%,经过150次硫酸盐侵蚀循环后,混凝土的抗压强度抗蚀系数可保持高达68.4%,同时抗硫酸盐侵蚀等级高达KS120。该混凝土整体表现出优异的耐久性性能。此外,这有利于提高混凝土在干湿循环下的性能及其抵抗硫酸盐侵蚀影响的能力。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a061/12429402/2eec9d993f12/materials-18-04061-g001.jpg

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