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超高性能海水海砂混凝土性能的影响因素试验研究
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Research on Influence Factors of Performance of Ultra-high Performance Seawater Sea-sand Concrete
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    摘要:

    本研究分析了制备超高性能海水海砂混凝土(Ultra-high Performance Seawater Sea-sand Concrete,UHPSSC)的影响因素及其性能优化. 首先采用正交试验,探究了水胶比、砂 胶率、硅灰掺量及粉煤灰掺量对UHPSSC力学性能及流动度的影响,并得到了最优配比. 基于 最优配比,分别研究了纤维种类和体积掺量对 UHPSSC 力学性能的影响,包括短切聚丙烯纤 维、聚乙烯醇纤维、玄武岩纤维、耐碱玻璃纤维、超高分子量聚乙烯纤维及钢纤维 . 结果表明: 对 UHPSSC 流动度、抗折强度和抗压强度影响最大的因素分别是水胶比、水胶比和粉煤灰掺 量,综合力学性能和流动度得到的最优配比为每立方米混凝土的水泥用量为491 kg,硅灰用量 140 kg,粉煤灰用量为70 kg,用水量112 kg,海砂用量631 kg. 其中钢纤维对UHPSSC力学性能 的提升效果最为显著.

    Abstract:

    The study investigated the influence factors of the ultra-high performance seawater sea-sand con? crete (UHPSSC), and optimized its overall performance. The orthogonal experiments were first conducted to study the effects of water binder ratio, sand binder ratio, silica fume content and fly ash content on the mechanical properties and fluidity of UHPSSC, and the optimal mix design is obtained. Then, based on the optimal mix proportion from the orthogonal test, the effects of volume fraction and short-cut fiber type on the mechanical properties of UHPSSC were studied, including polypropylene fiber, polyvinyl alcohol fiber, basalt fiber, alkali resistant glass fiber, ultra-high molecular weight polyethylene fiber and steel fiber. The results show that the most influential factors on the fluidity, the flexural strength and the compressive strength are water binder ratio, water binder ratio and fly ash content. Based on the comprehensive evaluation of mechanical performance and flowability, the optimized mix design is the dosage of cement, silica fume, fly ash, water and sea sand per cubic meter of concrete is 491 kg,140 kg,70 kg,112 kg and 631 kg, respectively. Meanwhile, the enhancing effect of steel fiber on the mechanical performance of UHPSSC is most ob? vious.

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朱德举 ,李龙飞 ,郭帅成 .超高性能海水海砂混凝土性能的影响因素试验研究[J].湖南大学学报:自然科学版,2022,49(3):187~195

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  • 在线发布日期: 2022-05-13
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