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

机译:主梁与二次梁的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:连接木材元素一直是一个艰巨的任务,对于设计和施工方法;在建筑产品和数控机床的创新导致了性能优化和连接系统的时间过程。通过这种连接,可以加入辅波束在主梁的深度。随着T形的金属型材200-300毫米的高度,就可以采用这种系统负载和跨度典型的住宅建筑。重型木结构,典型的工业衣架,需要更高的配置文件。由凹槽的手段将所述型钢入木材可以在耐火性的术语许多优点(关节的金属部件被“保护”是由木材,其烧伤缓慢和用于热传输隔离),在条款可能性加快并便于组装阶段,而且在审美外观方面。在本文的实验过程的结果上T形金属型材接头进行中示出。我们的目标是调查联合的最终行为。为了这个目的,两个特定测试调校已经设计:不对称压出试验,其中负载被直接施加到所述T形金属型材,并且其中该金属凸缘钉在木制块的钢网;对称测试结构,以跨越2米的木材次级光束,侧面由连接到两个横向木梁T形金属型材的装置支撑。轮廓凸缘钉在主梁,和轮廓幅用销钉到次级光束相连接。的接头的不同的几何形状已经被测试,范围的高度从120毫米到360毫米(30个标本对于第一组镜头,12例为第二组时)。实验结果示出了连接系统的静态性能,在这两个电阻和延展性方面,感谢到高号码的小直径的连接器。

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