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硅灰石纤维和丁苯胶乳聚合物对水泥基修补材料长期耐久性的影响

Effects of Wollastonite Fiber and Styrene-Butadiene Latex Polymer on the Long-Term Durability of Cement-Based Repair Materials.

作者信息

Choo Yeon Jae, Lee Geon Hee, Lee Su-Jin, Park Chan-Gi

机构信息

Department of Agricultural Engineering, Kongju National University, Yesan 143-701, Korea.

Department of Architectural Engineering, Keimyung University, Daegu 42601, Korea.

出版信息

Materials (Basel). 2022 Aug 7;15(15):5433. doi: 10.3390/ma15155433.

Abstract

Concrete structures are constructed in various geographical environments and climates, and frequently fail to fulfill their original functions over time due to issues such as aging and damage. Research on concrete structure repair materials is being conducted to solve these problems. This study evaluated the durability of a repair material composed of ultra-rapid hardening cement, styrene-butadiene (SB) latex polymer, and wollastonite mineral fiber. The performance targets were as follows: compressive strength of 20 MPa at 1 day of age and 45 MPa at 28 days of age, chloride ion charge passed of less than 1000 Coulombs, carbonation depth of 20 mm or less, and resistance to repeated freezing and thawing (relative dynamic modulus of elasticity) of 80% or more. The ultra-rapid hardening cement:silica sand ratio of 1:1.5 was the experimental variable, and the unit weight of each material in the mix proportion was determined to satisfy the flow requirement of 200 ± 5 mm. This flow ensured sufficient fluidity for spraying, which is the most widely used method for applying repair material. Wollastonite mineral fiber and SB latex polymer were added at 3% and 5% of the unit weight of the binder, respectively. The mechanical property of the repair material was evaluated through compressive strength, and durability was evaluated through chloride ion penetration, alkali resistance, resistance to carbonation, water absorption, and repeated freezing and thawing tests. The compressive strength satisfied both target values, regardless of the addition of SB latex polymer and wollastonite mineral fiber. The chloride ion penetration test, which was used as an indicator of durability, showed that mixtures without SB latex and wollastonite mineral fiber were not satisfied the target charge passed of 1000 Coulombs, while mixtures with latex and mineral fiber reached the target value. Notably, the co-addition of latex and wollastonite fiber showed the highest resistance to chloride ion penetration, alkali ion, carbonation, repeated freezing and thawing, and the least absorption. The results confirmed that the durability of the repair material based on ultra-rapid hardening cement was most effectively improved by the co-addition of SB latex polymer and wollastonite mineral fiber.

摘要

混凝土结构在各种地理环境和气候条件下建造,随着时间的推移,由于老化和损坏等问题,常常无法实现其原有功能。为了解决这些问题,正在开展对混凝土结构修复材料的研究。本研究评估了一种由超快硬水泥、丁苯(SB)胶乳聚合物和硅灰石矿物纤维组成的修复材料的耐久性。性能指标如下:1天龄期抗压强度为20MPa,28天龄期抗压强度为45MPa,氯离子电量通过量小于1000库仑,碳化深度为20mm或更小,抗反复冻融(相对动弹模量)为80%或更高。超快硬水泥与硅砂的比例为1:1.5为实验变量,混合料中各材料的单位重量经确定以满足200±5mm的流动度要求。这种流动度确保了用于喷涂(这是应用修复材料最广泛使用的方法)时有足够的流动性。硅灰石矿物纤维和SB胶乳聚合物分别按粘结剂单位重量的3%和5%添加。通过抗压强度评估修复材料的力学性能,通过氯离子渗透、耐碱性、抗碳化性、吸水性和反复冻融试验评估耐久性。无论是否添加SB胶乳聚合物和硅灰石矿物纤维,抗压强度均满足两个目标值。用作耐久性指标的氯离子渗透试验表明,不含SB胶乳和硅灰石矿物纤维的混合料不满足1000库仑的目标电量通过量,而含胶乳和矿物纤维的混合料达到了目标值。值得注意的是,胶乳和硅灰石纤维的共同添加显示出对氯离子渗透、碱离子、碳化、反复冻融的最高抗性,且吸水性最小。结果证实,通过共同添加SB胶乳聚合物和硅灰石矿物纤维,基于超快硬水泥的修复材料的耐久性得到了最有效的提高。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/389f/9370052/91bc7186bb8f/materials-15-05433-g001.jpg

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