首页|纤维-内养护轻集料复合增强高性能混凝土的收缩与抗裂性能研究

纤维-内养护轻集料复合增强高性能混凝土的收缩与抗裂性能研究

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为缓解高性能混凝土的高收缩、易开裂等体积稳定性不足问题,基于纤维-内养护材料的复合作用,采用非接触式自收缩仪和平板法对不同轻集料内养护剂替代率(10%~20%)、纤维组合(钢纤维、聚丙烯纤维、混杂纤维)条件下的高性能混凝土自收缩性能和抗裂性能进行分析.结果表明:1)轻集料的替代率对降低早期自收缩效果显著,可将 3 d、28 d自收缩率分别降低 42.8%~62.6%、14.5%~32.8%,但也会增加自收缩率在 28d后的增长速率;2)纤维与轻集料的组合作用可进一步将 28d自收缩率最大降低 45.8%,且可将 28d后的自收缩增长率降低 60%(1.2 μm/d~1.44 μm/d);3)轻集料和纤维的掺入对减少裂缝面积、裂缝条数和最大裂缝宽度、长度具有显著效果,3 种纤维对裂缝面积削减效果依次为钢纤维<聚丙烯纤维<混杂纤维,且混杂纤维还可进一步减少后期裂缝面积的发展速率;4)纤维与 20%轻集料替代率组合作用下,产生的相对抗裂指数为 94.7%~98.7%,同时可将最大裂缝长度和宽度分别削减 92.7%和 90%;5)纤维-内养护材料的复合作用可显著提升高性能混凝土的收缩和抗裂性能,可在工程实践中予以推广.
Study on Shrinkage and Crack Resistance of High-performance Concrete Reinforced by Fiber Internal Curing Lightweight Aggregate Composite Materials
To alleviate high shrinkage,easy cracking and other volume stability insufficiency problems of high performance concrete,based on the composite effect of fiber-inner curing materials,the self-shrinkage performance and anti-cracking performance of high performance concrete under the conditions of different lightweight aggregate-inner curing agent substitution rate(10%~20%)and fiber combinations(steel fibers,polypropylene fibers,and blended fibers)were analyzed by non-contact self-shrinkage meter and plate method.The results show that:1)The substitution rate of lightweight aggregate has a significant effect on reducing the early self-shrinkage,which can not only reduce the 3 d and 28 d self-shrinkage by 42.8%-62.6%and 14.5%-32.8%,respectively,but also can increase the growth rate of self-shrinkage in the late 28 d period;2)The combination of fibers and lightweight aggregates further reduces the maximum self-shrinkage rate of 28 d by 45.8%and reduces the self-shrinkage rate of 28 d by 60%(1.2%,1.2%).The growth rate can be reduced by 60%(1.2~1.44 μm/d)after 28 d;3)The incorporation of lightweight aggregates and fibers has a significant effect on the reduction of crack area,the number of cracks and the maximum crack width and length,and the three kinds of fibers have a significant effect on the reduction of crack area,in the following order:steel fibers<polypropylene fibers<mixed fibers and mixed fibers can further reduce the rate of the development of the crack area in the late stage;4)Under the combination of fiber and 20%lightweight aggregate substitution rate,the relative anti-cracking index is 94.7%-98.7%,and the maximum crack length and width can be reduced by 92.7%and 90%at the same time;5)The composite effect of fiber-inside curing materials can significantly improve the shrinkage and crack resistance of high-performance concrete,which can be promoted in engineering practice.

high-performance concreteinternal curinglightweight aggregatefibersself-shrinkagecrack resistance

陈芳、马莲霞

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新疆交通建设集团有限公司,乌鲁木齐 830011

高性能混凝土 内养护 轻集料 纤维 自收缩 抗裂性能

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(5)