薄砖贴面层柔性拉结抗拉强度的试验研究

Robertas Zavalis, Bronius Jonaitis
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引用次数: 0

摘要

如今,建筑外墙使用薄砖贴面越来越流行。使用薄砖(50−65 mm厚)代替普通的100−120 mm厚的砖可以使我们节省高达50%的材料相关费用。薄饰面层与施工内墙的连接必须保证。通常,连接使用柔性金属或复合材料连接。这种连接的主要问题是薄砖砌体的拉结强度。这种强度取决于连接件的类型和结构,它决定了立面所需连接件的数量。本文介绍了薄砖砌体中柔性钢拉杆抗拔强度的试验研究。使用了两种可能的锚固类型。文中介绍了实验测试结果和分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EXPERIMENTAL INVESTIGATION OF PULL OUT STRENGTH OF FLEXIBLE TIES IN THIN BRICK VENEER LAYER
The use of thin brick veneer layers for building facades becomes more popular nowadays. Using thin bricks (50−65 mm thick) instead of normal 100−120 mm thick bricks let us to save expenses up to 50% related to materials. The connection of thin veneer layer with inner construction wall must be assured. Usually, the connection is fulfilled using flexible metal or composite ties. The main issue for this connection is tie pull out strength from thin brick masonry. This strength depends on type and construction of ties and it governs the number of ties need for facades. This article describes experimental research of pull out strength of flexible steel ties in thin brick masonry. Two possible anchoring types were used. Experimental test results and analysis are described in the article.
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