C40抗渗防裂混凝土配合比优化设计及性能研究

Mix proportion optimized design and performance study of C40 impermeability and crack resistance concrete

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关键词:

大体积混凝土;配合比优化;聚丙烯纤维;浆骨比;工作性;抗压强度;抗渗性能;抗裂性能

Key words:

Mass concrete; Optimization of mix proportion; Polypropylene fiber; Slurry-aggregate ratio; Workability; Compressive strength; Impermeability performance; Crack resistance

刊期:

2025年第9期

DOI:

10.19761/j.1000-4637.2025.09.063.06

文章编号:

基金项目:

江苏省重点研发计划(社会发展)项目(BE2019642)。

作者:

胡世帅

单位:

中国铁建大桥工程局集团第一工程有限公司,辽宁 大连 116033

摘要

摘   要:为制备出适用于某超深异型潜池大体积混凝土工程要求的C40抗渗防裂混凝土,通过调控水胶比、矿物掺合料掺量和砂率筛选出了2组工作性、强度、抗渗性能较好的混凝土配合比,在此基础上,掺入聚丙烯纤维,提高浆骨比,进行了配合比优化,并测试优化后混凝土的性能。结果表明:通过掺入聚丙烯纤维、提高浆骨比优化配合比后,B7J2X0.9和C4J2X0.9组混凝土的工作性良好,28 d抗压强度均大于45 MPa,抗渗等级均>P12,抗裂等级均为Ⅱ级,满足超深异型潜池大体积混凝土要求。

Abstract: In order to prepare C40 impermeability and crack resistance concrete suitable for the requirements of a mass concrete project in a certain ultra deep and irregular submerged pool, two sets of concrete mix proportions with good workability, strength, and impermeability were screened by adjusting the water-binder ratio, mineral admixture content, and sand ratio. On this basis, polypropylene fiber were added, the slurry-aggregate ratio was improved, and the mix proportion was optimized. The performance of the optimized concrete was tested. The results show that after adding polypropylene fiber and increasing slurry-aggregate ratio, the workability of B7J2X0.9 and C4J2X0.9 group concrete is good, the compressive strength at 28 d is greater than 45 MPa, the impermeability grade is >P12, and the crack resistance grade is Ⅱ, meeting the requirements of mass concrete for ultra deep and irregular submerged pool.

结论

(1)通过调整水胶比、矿物掺合料掺量、砂率设计制备的C40混凝土中,仅B7、C4组试件的工作性、强度、抗渗性能满足超深异型潜池大体积混凝土要求,但抗裂等级和1 h坍落度损失不满足要求。
(2)通过掺入聚丙烯纤维、提高浆骨比来优化B7、C4组混凝土的配合比。随着纤维掺量的增加,试件裂缝减少,抗裂等级提高,而浆骨比的提高会对试件的抗裂性能产生不利影响。
(3)综合优化配合比后混凝土的各项性能来看,B7J2X0.9(水胶比0.38、砂率40%、矿物掺合料掺量25%、聚丙烯纤维掺量0.9 kg/m3、浆骨比0.37)和C4J2X0.9组(水胶比0.4、砂率38%、矿物掺合料掺量25%、聚丙烯纤维掺量0.9 kg/m3、浆骨比0.38)混凝土工作性良好,28 d抗压强度均大于45 MPa,抗渗等级均>P12,抗裂等级均为Ⅱ级,满足超深异型潜池大体积混凝土工程要求。

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引用本文

胡世帅.C40抗渗防裂混凝土配合比优化设计及性能研究[J].混凝土与水泥制品,2025(9):63-67,73.

HU S S.Mix proportion optimized design and performance study of C40 impermeability and crack resistance concrete[J].China Concrete and Cement Products,2025(9):63-67,73.


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