危地马拉Joyabaj地区当地木材的种类、分级和机械性能

Larissa Bogle-Boesiger, Todd M. Davis
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引用次数: 0

摘要

该项目的目的是研究无国界工程师组织(EWB)在危地马拉Joyabaj地区使用的木材。该项目旨在调查木材的种类,通过评估木材等级的分布来评估质量,并确定机械性能。研究结果将有助于EWB小组在危地马拉Joyabaj地区设计木结构。采集标本进行物种调查和力学试验。物种调查是通过对锯木厂老板、建筑工头的采访、美国农业部林产品实验室的测试和文献的比较进行的。结果是不确定的,并表明多个物种在锯木厂混在一起,没有作出区分时,购买。木材质量通过使用作者开发的视觉分级指南进行评估,以评估大量木材中的等级分布。进行了静态弯曲和平行晶粒压缩试验,获得了断裂模量、平行晶粒压缩模量和弹性模量。比重也得到了。结果表明,共采集到3种不同的种类。根据木材的大小,90%的木材为3级或以上,50%至80%为2级或以上。清木试验值与东白松相近。结构设计应根据施工过程中木材选择的程度,根据3号或2号东方白松的国家设计规范(NDS)设计值进行。
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Species, grading, and mechanical properties of locally sourced timber in the Joyabaj region of Guatemala
The purpose of this project was to research the timber used by Engineers without Borders (EWB) groups in the Joyabaj region of Guatemala. This project aimed to investigate the species of wood, evaluate the quality by assessing the distribution of timber grades, and determine mechanical properties. The results will aid EWB groups in the design of wood structures in the Joyabaj region of Guatemala.Samples were collected for species investigation and mechanical testing. Species investigation was triangulated from interviews with the sawmill owner, construction foreman, testing by the USDA Forest Products Laboratory, and comparisons to literature. The results were inconclusive and indicated multiple species were intermixed at the sawmill with no distinction made when purchased. Timber quality was evaluated by using a visual grading guide developed by the authors to assess the distribution of grades within a large order of lumber. Static bending and compression parallel to grain tests were conducted to obtain modulus of rupture, compression parallel to grain, and modulus of elasticity. Specific gravity was also obtained.The results indicate that three different species were collected. Ninety per cent (90%) of the timber was No. 3 or better and 50% to 80% was No. 2 or better depending on the size. Clear wood testing values were similar to those of Eastern White Pine. Structural design should be performed based on National Design Specification (NDS) design values for a No. 3 or No. 2 Eastern White Pine, depending on the degree of wood selection in the construction process.
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