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含细粒膨胀玻璃和/或黏土集料的结构轻混凝土的抗压强度及耐久性性能

Compressive Strength and Durability Properties of Structural Lightweight Concrete with Fine Expanded Glass and/or Clay Aggregates.

作者信息

Rumsys Deividas, Spudulis Edmundas, Bacinskas Darius, Kaklauskas Gintaris

机构信息

Department of Reinforced Concrete Structures and Geotechnics, Vilnius Gediminas Technical University, Sauletekio av. 11, LT-10223 Vilnius, Lithuania.

Institute of Building Materials, Vilnius Gediminas Technical University, Linkmenu str. 28, LT-08217 Vilnius, Lithuania.

出版信息

Materials (Basel). 2018 Nov 30;11(12):2434. doi: 10.3390/ma11122434.

Abstract

This study is focused on the experimental investigation of compressive strength and durability properties of lightweight concrete mixtures with fine expanded glass and expanded clay aggregates using different microfillers. The paper proposes the relationships between the compressive strength and density of concrete mixtures with different proportions of the lightweight aggregates mentioned above. The performed experimental studies have revealed the tendencies of possible usage of different amounts of fine lightweight aggregates and their combinations in the production of concrete mixtures depending on the demands of practical application. Following the requirements for structural concrete subjected to environmental effects, durability properties (alkaline corrosion and freeze⁻thaw resistance) of the selected concrete mixtures with expanded glass aggregate were studied. The results of the experimental investigations have shown that durability of tested concrete specimens was sufficient. The study has concluded that the mixtures under consideration can be applied for the production of structural elements to which durability requirements are significant.

摘要

本研究聚焦于使用不同微填料的含细膨胀玻璃和膨胀黏土集料的轻质混凝土混合物的抗压强度和耐久性性能的试验研究。本文提出了上述不同比例轻质集料的混凝土混合物的抗压强度与密度之间的关系。所进行的试验研究揭示了根据实际应用需求,在混凝土混合物生产中使用不同数量的细轻质集料及其组合的可能趋势。按照对受环境影响的结构混凝土的要求,研究了所选含膨胀玻璃集料的混凝土混合物的耐久性性能(碱腐蚀和抗冻融性)。试验研究结果表明,测试混凝土试件的耐久性是足够的。该研究得出结论,所考虑的混合物可用于生产对耐久性要求较高的结构构件。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a458/6317013/aa7e294786fe/materials-11-02434-g001.jpg

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