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再生骨料和聚合物纤维的添加对透水混凝土性能的影响。

Influence of the Addition of Recycled Aggregates and Polymer Fibers on the Properties of Pervious Concrete.

作者信息

Mitrosz Oskar, Kurpińska Marzena, Miśkiewicz Mikołaj, Brzozowski Tadeusz, Abdelgader Hakim Salem

机构信息

Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Narutowicza 11/12, 80-233 Gdańsk, Poland.

Keller Polska sp. z o.o., Poznańska 172, 05-850 Ożarów Mazowiecki, Poland.

出版信息

Materials (Basel). 2023 Jul 25;16(15):5222. doi: 10.3390/ma16155222.

Abstract

The aim of the study was to check the possibility of reusing aggregate from recycled concrete waste and rubber granules from car tires as partial substitution of natural aggregate. The main objective was to investigate the effects of recycled waste aggregate modified with polymer fibers on the compressive and flexural strength, modulus of elasticity and permeability of pervious concrete. Fibers with a multifilament structure and length of 54 mm were deliberately used to strengthen the joints among grains (max size 31.5 mm). Eight batches of designed mixes were used in the production of pervious concrete at fixed water/binder ratio of 0.34 with cement content of 350 kg/m. Results showed that the use of recycled concrete aggregate (8/31.5 mm) with replacement ratio of 50% (by weight of aggregate) improved the mechanical properties of pervious concrete in all analyzed cases. Whereas the replacement of 10% rubber waste aggregate (2/5 mm) by volume of aggregate reduced the compressive strength by a maximum of 11.4%. Addition of 2 kg/m of polymer fibers proved the strengthening effect of concrete structure, enhancing the compressive and tensile strengths by a maximum of 23.4% and 25.0%, respectively. The obtained test results demonstrate the possibility of using the recycled waste aggregates in decarbonization process of pervious concrete production, but further laboratory and field performance tests are needed.

摘要

本研究的目的是检验将再生混凝土废料中的骨料和汽车轮胎中的橡胶颗粒作为天然骨料的部分替代品进行再利用的可能性。主要目标是研究用聚合物纤维改性的再生废料骨料对透水混凝土的抗压强度、抗折强度、弹性模量和渗透性的影响。特意使用了具有复丝结构且长度为54毫米的纤维来加强颗粒(最大尺寸为31.5毫米)之间的结合。在固定水胶比为0.34且水泥含量为350千克/立方米的情况下,八批设计好的混合料用于生产透水混凝土。结果表明,在所有分析案例中,以50%(按骨料重量计)的替代率使用再生混凝土骨料(8/31.5毫米)可改善透水混凝土的力学性能。而按骨料体积计用10%的橡胶废料骨料(2/5毫米)替代则使抗压强度最多降低11.4%。添加2千克/立方米的聚合物纤维证明了对混凝土结构的增强作用,分别使抗压强度和抗拉强度最多提高23.4%和25.0%。所获得的试验结果证明了在透水混凝土生产的脱碳过程中使用再生废料骨料的可能性,但还需要进一步的实验室和现场性能测试。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d539/10419802/e5ec8c954917/materials-16-05222-g001.jpg

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