KARAKTERISTIK GLULAM BAMBU APUS (Gigantochloa Apus) MENGGUNAKAN PEREKAT STYROFOAM BERDASARKAN JUMLAH DAN POLA PEYUSUNAN LAPISAN

Rezki Bela Putra, Evi Sribudiani, Sonia Somadona, Pebriandi .
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Abstract

Wood was a construction raw material that has long been developed before the advent of concrete and steel technology. The need of wood raw materials for construction was increasingly increasing while the availability of high quality wood was increasingly scarce. Therefore, in order to meet this an effort was needed to produce raw materials to replace wood, its was the development of laminated products or glulam made of bamboo apus (Gigantochloa apus) as structural and construction materials. Based on this, this study was conducted to determine the quality of glulam from Gigantochloa apus by using styrofoam adhesives based on number and pattern of layer arrangement. Sample was made of Gigantochloa apus with sized 30cm × 10cm arranged with the number and pattern of layer arrangement that have been determined. This study uses a complete randomized design combination with two treatments. Factor A was the number of layers (three layers, four layers and five layers) and factor B was the arrangement pattern (diagonal, horizontal and vertical). The physical and mechanical properties of glued laminated beams of Gigantochloa apus were tested based on JAS 234: 2003 Standard. The results showed that the quality of glulam met the physical properties of moisture content. While the mechanical properties of MOE and MOR did not meet the standards, so they did not be use as structural materials. Combination with horizontal, diagonal and horizontal lamina arrangement patterns gives the best results on the mechanical properties of glulam.
竹叶胶质(gigantoloa APUS)的特点是根据岩层的数量和图案使用聚苯乙烯
木材是一种建筑原材料,早在混凝土和钢铁技术出现之前就已经发展起来了。建筑用木材原料的需求日益增加,而优质木材的供应却日益匮乏。因此,为了满足这一需求,需要努力生产替代木材的原材料,这就是开发由竹apus (Gigantochloa apus)制成的层压产品或胶合板作为结构和建筑材料。在此基础上,本研究采用泡沫聚苯乙烯胶粘剂根据层数和层状排列方式来确定巨藻胶合材的质量。样品由大小为30cm × 10cm的巨绿藻制成,排列的层数和排列方式已确定。本研究采用两种治疗方法的完全随机设计。因子A为层数(三层、四层、五层),因子B为排列格局(对角线、水平、垂直)。根据JAS 234: 2003标准,测试了巨角球石胶合层合梁的物理力学性能。结果表明,胶合木的质量满足含水率的物理性能要求。而MOE和MOR的力学性能不符合标准,因此不能作为结构材料使用。水平、对角线和水平层状排列方式的组合可使胶合木的力学性能达到最佳效果。
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