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Experimental testing of load capacity of angle brackets for anchoring of solid wooden panels

机译:实木面板锚固角钢支架承载力的实验测试

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摘要

Different angle brackets for anchoring solid wooden panels were tested to learn about theirudresponse and basic mechanical properties on the acting load in two perpendicular directions.udNamely, previous tests showed two distinct cases of panel deformation. In one case the paneludmainly rotates around its compressed corner. In the other case the panel slips along foundationudand deforms into parallelogram shape. Based on this knowledge, the tests were designed toudsimulate these two cases of deformation. The two tests were named »up-lift test« and »slipudtest«. The tests were carried out on cross laminated and unidirectional laminated woodenudpanels segments anchored by BMF and WÜRTH angle brackets. To obtain reliableudmechanical characteristics three different loading protocols were applied. Loading protocolsudto simulate realistic loads on angle brackets were monotonous, according to standard ENud26891, and cyclic or semi-cyclic according to standard prEN 12512. The tests showed that theudlength of nails has greater influence on the results that their number. The test results show thatudcross laminated panel has better possibility for strong fixation than unidirectional laminatedudpanel.
机译:测试了用于固定实木面板的不同尖括号,以了解它们在两个垂直方向上对作用载荷的响应和基本机械性能。即先前的测试显示了两种不同的面板变形情况。在一种情况下,面板主要围绕其压缩角旋转。在另一种情况下,面板沿基础 ud滑动,并变形为平行四边形形状。基于此知识,设计测试以模拟这两种变形情况。这两个测试分别被称为“提升测试”和“滑动 udtest”。该测试是在由BMF和WÜRTH角钢锚定的交叉层压和单向层压木板木板上进行的。为了获得可靠的力学性能,应用了三种不同的加载协议。根据标准EN ud26891,用于模拟尖括号上实际载荷的加载协议 ud是单调的,根据标准prEN 12512,该协议是循环的或半循环的。测试表明,钉子的长度对结果的影响更大,即钉子的数量。测试结果表明,与单向层压板相比, ucross层压板具有更好的牢固固定可能性。

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    Stepišnik Žiga;

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  • 年度 2005
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  • 原文格式 PDF
  • 正文语种 {"code":"sl","name":"Slovene","id":39}
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