结构钢与再生卫生陶瓷骨料混凝土的粘结

Paweł Ogrodnik, Aleksandra Powęzka, Ali Ghamari
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引用次数: 1

摘要

如今,可回收材料的使用一直是世界各地研究人员关注的焦点。再生混凝土骨料的使用,尽管出于环境原因是有益的,但也带来了许多问题。其中一个基本因素是这些骨料中存在旧砂浆和杂质。因此,有必要对这一领域进行全面的研究。因此,本文介绍了B500SP结构钢在300–700°C范围内的热载荷作用下对混凝土的附着力测试结果。混凝土的设计完全基于由珍贵的废陶瓷和两种类型的水泥制成的废骨料:CEM I 42.5 R硅酸盐水泥和Górkal 70氧化铝水泥。试验中使用了从混凝土保护层直接拉出钢筋的方法(拉拔试验)。试验结果证实,基于再生骨料的选定钢种对混凝土的附着力与使用天然骨料的混凝土的附着力没有差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Adhesion of structural steel to concrete with recycled crushed sanitary ceramics aggregate
Today, the use of recyclable materials has been the focus of researchers around the world. The use of re-cycled concrete aggregates, although beneficial for environmental reasons, brings many problems. One of the basic factors is the presence of old mortar and impurities in these aggregates. Therefore, it is necessary to conduct comprehensive studies in this field. Hence, the paper presents the results of testing the adhesion of B500SP structural steel to concrete subjected to thermal loads in the range of 300–700°C. The concretes were designed exclusively based on waste aggregate made of precious waste ceramics and two types of cement: CEM I 42.5 R portland cement and Górkal 70 alumina cement. The method of direct pulling of a steel rod from the concrete cover (pull-out test) was used in the tests. The test results confirmed that the adhesion of the selected steel grade to concrete based on recycled aggregate does not differ from the results obtained for concrete with natural aggregate.
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