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EXPERIMENTAL ANALYSIS ON A T-SHAPED METALLIC PROFILE CONNECTION BETWEEN MAIN AND SECONDARY BEAMS

机译:主梁和次梁之间的T形金属轮廓连接的实验分析

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Connecting timber elements has always been a difficult task, regarding both design and construction methods; the innovation in construction products and of the CNC machine has led to the optimization of performance and the time procedures of connection systems. Through this kind of connection it is possible to join the secondary beam in the depth of the main beam. With T-shaped metallic profile with a height of 200-300 mm, it is possible to adopt this system for loads and spans typical of residential buildings. Heavy timber structures, typical of industrial hangers, require higher profiles. Inserting the steel profile into the wood by means of grooves can take many advantages in term of fire resistance (the metal parts of the joints are "protected" by the wood, which bums slowly and insulates for the heat transmission), in terms of the possibility to speed up and to facilitate the assembly phase, and also in terms of aesthetic appearance. In this paper the results of experimental procedures carried out on T-shaped metallic profile joints are illustrated. The goal is to investigate ultimate behaviour of the joint. To this purpose, two specific test set-ups have been designed: asymmetric push-out tests, where the load is applied directly to the steel web of the T-shaped metallic profile and where the metallic flange is nailed to a wooden block; symmetric test arrangement, with a timber secondary beam spanning 2 meters, laterally supported by means of the T-shaped metallic profile connected to two transversal timber beams. The profile flange is nailed to the main beam, and the profile web is connected with dowels to the secondary beam. Different geometries of the joint have been tested, ranging the height from 120 mm to 360 mm (30 specimens for the first set-up, 12 specimens for the second set-up). The experimental results illustrate the static performance of the connection system, in terms of both resistance and ductility, thank to the high number of small diameter connectors.
机译:就设计和施工方法而言,连接木材元素一直是一项艰巨的任务。建筑产品和CNC机器的创新导致连接系统的性能和时间程序的优化。通过这种连接,可以在副光束的深度处接合副光束。对于高度为200-300 mm的T形金属型材,可以针对住宅建筑的典型荷载和跨度采用此系统。工业衣架典型的重型木材结构需要更高的轮廓。就耐火性而言,通过凹槽将钢型材插入木材可具有许多优势(接头的金属部分受到木材的“保护”,木材会缓慢燃烧并隔热以进行热传递)。加快并简化组装阶段的可能性,以及美学外观方面的可能性。在本文中,对在T形金属型材接头上进行的实验程序的结果进行了说明。目的是研究关节的最终行为。为此,设计了两种具体的测试装置:非对称推出试验,其中载荷直接施加到T形金属型材的钢网上,金属法兰钉在木块上。对称的测试装置,跨度为2米的次要木材横梁,通过连接到两个横向木材横梁的T形金属型材横向支撑。型材法兰钉在主梁上,型材腹板用销钉连接到次梁上。测试了关节的不同几何形状,高度从120毫米到360毫米不等(第一个设置为30个样本,第二个设置为12个样本)。实验结果从电阻和延展性两方面说明了连接系统的静态性能,这要归功于小直径连接器的数量众多。

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