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聚甲醛纤维对不同龄期海砂海水混凝土力学性能的影响

Effects of Polyoxymethylene Fiber on Mechanical Properties of Seawater Sea-Sand Concrete with Different Ages.

作者信息

Wang Fei, Hua Jianmin, Xue Xuanyi, Wang Neng, Yao Yunhang

机构信息

School of Civil Engineering, Chongqing University, Chongqing 400045, China.

Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China.

出版信息

Polymers (Basel). 2022 Aug 25;14(17):3472. doi: 10.3390/polym14173472.

Abstract

Workability and mechanical properties of the seawater sea-sand concrete (SWSSC) were similar to those of ordinary concrete made with freshwater and river sand, which had a wide application in structures. Since the polyoxymethylene (POM) fiber performed the outstanding alkali resistance and durability, POM fibers were added in SWSSC in this study to enhance the mechanical properties. Moreover, the mechanical properties of concrete during the early age have significant effects on the construction phase. The experiment, including 96 test specimens, was conducted to clarify effects of POM fibers on mechanical properties of SWSSC with different ages. The cube compressive, axial compressive, splitting tensile, and flexural tests of NF and POM0.6 SWSSC were conducted. Based on test results, the predictive equations were proposed to quantify relations between concrete age and mechanical properties of NF and POM0.6 SWSSC. Effects of the concrete age on ratios / and / were investigated and quantified through proposed equations. Failure performances of NF and POM0.6 SWSSC specimens with different ages were analyzed. The microstructure of POM0.6 SWSSC specimens was observed, and the reinforcing mechanism of POM fibers was further explained.

摘要

海水海砂混凝土(SWSSC)的工作性能和力学性能与用淡水和河砂制成的普通混凝土相似,在结构中有着广泛的应用。由于聚甲醛(POM)纤维具有出色的耐碱性和耐久性,本研究在海水海砂混凝土中添加POM纤维以增强其力学性能。此外,混凝土早期的力学性能对施工阶段有重大影响。进行了包括96个试验试件的实验,以阐明POM纤维对不同龄期海水海砂混凝土力学性能的影响。对NF和POM0.6海水海砂混凝土进行了立方体抗压、轴心抗压、劈裂抗拉和弯曲试验。基于试验结果,提出了预测方程,以量化混凝土龄期与NF和POM0.6海水海砂混凝土力学性能之间的关系。通过所提出的方程研究并量化了混凝土龄期对/和/比值的影响。分析了不同龄期NF和POM0.6海水海砂混凝土试件的破坏性能。观察了POM0.6海水海砂混凝土试件的微观结构,并进一步解释了POM纤维的增强机理。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/878a/9460419/2c24d825c0e4/polymers-14-03472-g001.jpg

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