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国产轻型木结构用落叶松胶合板覆板生产技术与性能评价 总被引:1,自引:0,他引:1
介绍了我国常规工艺生产的落叶松结构胶合板产品的各项物理、力学和结构性能,研究开发了轻型木结构用落叶松胶合板覆板的生产技术.通过采用厚单板组坯工艺,在工业化条件下生产了落叶松墙面板产品,并对其外观质量、规格尺寸、物理力学及结构性能进行了全面检验和分析比较.结果表明,国产落叶松结构胶合板墙面板的各项性能均达到和超过北美及相关标准要求,可以用作轻型木结构房屋覆板. 相似文献
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《林产工业》2017,(12)
借鉴国家标准GB/T 14018—2009"木材握钉力试验方法",通过对横截面为38 mm×50 mm的国产日本落叶松、兴安落叶松和进口云杉三种规格材拔出握钉力性能进行试验,分析木材切面、圆钢钉直径及规格材种类对拔出握钉力性能的影响。研究结果表明:日本落叶松规格材三切面的拔出握钉力大小依次为弦切面径切面端面,且端面拔出握钉力的变异系数明显大于径切面和弦切面;日本落叶松规格材各切面的拔出握钉力及其变异系数均随钉直径的增加而增加;三种规格材试样的拔出握钉力性能为:日本落叶松兴安落叶松云杉,且兴安落叶松规格材握钉力的变异系数较大而云杉规格材较小;木材切面、钉直径和规格材种类对木材圆钢钉拔出握钉力均具有极显著影响,该研究中的木材拔出握钉力三个影响因子的效应大小为:钉直径木材切面规格材种类。 相似文献
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孙伟强 《林业机械与木工设备》1992,(5):29-30
1 细木工板和弯曲木成型生产概述细木工板是用长短不一的木条拼合成芯板,两面胶贴一层或两层单板(或胶合板、其他饰面板等),再经加压而制成的。用细木工板做成的覆面板,具有部件变形小、加工性能好、钉着力和握钉力好等优点,适用制作缝纫机台板、家具桌面和顶板、旁板、门及各种板式家具部件。细木工板的厚度一般为16或19mm,其幅面和普通胶合板差不多,其容量一般要大于软质木材,但与同厚度的胶合板相比,其生产设备简 相似文献
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1前言落叶松是东北林区主要树种之一,资源十分丰富,蓄积量大,占东北林区针叶树材总蓄积量的40%以上。此外,落叶松也是东北、华北地区的重要速生树种。因其对恶劣气候及病虫害的抵抗力强,树木成活率高,生长速度快,所以人工林种植面积逐年增加,东北地区落叶松人工林蓄积量现已达该地区人工林总蓄积量的SO%以上。由此可见,落叶松不仅天然林蓄积丰富,而且人工林后备资源也十分雄厚,是很有开发利用前景的树种。鉴于东北地区根木、水曲柳、樟木等阔叶胶合板材资源的日趋枯竭和结构胶合板需求量的增加,以落叶松为原料生产结构胶合板… 相似文献
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介绍轻型木结构楼、屋面板冲击荷载性能试验的条件、装置和方法,根据规范要求研制加载装置,并进行木结构用意杨结构胶合板的冲击荷载性能试验研究,旨在为国产速生林用于轻型木结构的研究提供一些试验数据。试验结果表明:与国外结构胶合板具有相同厚度的轻型木结构用意杨屋面板和楼面板,其冲击荷载受弯性能均优于我国木结构工程施工质量验收规范标准要求。 相似文献
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Okumu Gordon Wanyama Kei Sawata Takuro Hirai Akio Koizumi Yoshihisa Sasaki 《Journal of Wood Science》2012,58(4):315-321
In this study, an experimental study was conducted on the nailed timber–plywood–timber joints extended from the standard wall–floor joints of wooden light frame constructions, where the bottom plates of shear walls are nailed to the floors consisting of joists and floor sheathings nailed to them. The principal conclusions are as follows: The allowable lateral resistance of the nailed timber–plywood–timber joints can roundly be estimated by neglecting the plywood panels if their densities are higher than those of the timber main-members and they are fastened effectively onto the timber main-members. The stiffness of the timber–plywood–timber joints is less than that of the control timber–timber joints, which is improved by increasing the number of nails used to fasten the plywood panels onto the timber main-members. The stiffness of the joints whose floor sheathings are glued onto the joists is equivalent to the control timber–timber joints. The timber–plywood–timber joints with appropriate specifications have greater energy capacity until the failure than that of the control timber–timber joints. This ensures their energy capacity, which is important in dynamic resistance, to be equivalent to the control timber–timber joints. 相似文献
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介绍杨木胶合板应用于沙发框架的制作工艺及结构性能。以杨木胶合板沙发框架实例,进行了角部接合抗弯刚度和整体耐久性的试验。结果表明:杨木胶合板替代实木应用于沙发框架的生产,能充分体现出板式零部件曲(直)边组合及叠加的造型优势,沙发框架整体具有稳定的力学性能。 相似文献
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本文分析了美国进口阔叶树材胶合板采购标准和我国胶合板国家标准之间的差异、涉及范围 ,包括树种、类别、板的结构、尺寸和公差、外观等级、物理力学性能、甲醛释放量以及标志和包装等。为帮助国内企业适应胶合板出口需要 ,文内还简要提出一些对策 相似文献
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Wood-based panels such as plywood, oriented strand board, particleboard, and medium-density fiberboard are used for roof, wall and floor sheathing materials in residential construction. However, the service life of these panels is still unknown due to the lack of long-term durability data. In this paper, test results from six different indoor exposure experiments were integrated to investigate the long-term durability of wood-based panels. The indoor exposure tests lasted for a maximum of 10 years, providing the panels with the changes in moisture content that ranged between 5 and 18%. The reduction in mechanical properties was determined to be in the range of 0–16% for the bending strength, 3–22% for the modulus of elasticity, 11–31% for the internal bond strength and 0–8% for the nail-head pull-through strength. No reduction was recognized for the lateral nail resistance. Furthermore, the concept of deterioration intensity (DI) based on the moisture content history was introduced to predict the long-term durability of the panels, and various calculation methods for DI were discussed so as to increase the correlativity of this property with the reduction in a mechanical property. 相似文献