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薄型单板层积材结构改进的研究 总被引：1，自引：0，他引：1
薄型单板层积材(LVL)可替代锯材,应用于木质门窗构件等轻载结构领域.由于单板全部顺纹组坯,导致产品存在横向翘曲变形的技术问题.为此,尝试采用"部分单板横纹组坯"和"纤维板与单板复合"两种方法进行改进,制造了15 mm厚LVL,包含1～2层单板横纹组坯或1～2层3 mm纤维板.测试结果表明:单板横纹组坯.显著降低了LVL的抗弯性能,但LVL的弹性模量仍能达到单板层积材国家标准中70E级别的要求,而静曲强度甚至超过180E级别优等品的限值;与此同时,改进结构的LVL吸水翘曲变形显著降低.横纹单板越靠近LvL表层,板子抗弯性能降低越显著,而翘曲变形改善越明显.采用纤维板与单板复合制造LVL,纤维板的内结合强度衰减明显,易受破坏. 相似文献
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论小径速生树材生产单板层积材技术的推广 总被引：2，自引：0，他引：2
一、国内外发展概况1. 国外发展概况单板层积材(LVL)是一种以小径原木为原料,旋切成3毫米以上厚的单板顺纹拼接胶合而成的新型材料。早在1944年Luxford就揞出单板层积产品具有与实体木材相等的强度性能;1967年Koch用南方松旋切单板制造出高强度的胶合层积梁,从此开始了LVL作为结构材料的开 相似文献
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不同结构杨木单板层积材的蠕变和抗弯性能 总被引：17，自引：1，他引：17
本文研究了单板层积材(LVL)的压缩率、结构形式和增强方式对其蠕变特性、弹性模量以及静曲强度的影响。研究表明：在本研究范围内，提高LVL的密度和合理组坯是改善其力学性能和蠕变特性的较好途径；采用浸胶单板可适当改善LVL的力学性能；LVL的蠕变特性曲线同木材的相似，但其瞬时挠度一般大于瞬时弹性恢复值；通过提高LVL的静曲强度和弹性模量有望改善其蠕变性能。 相似文献
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简要介绍了单板层积材（LVL）这种高强度的新兴结构材料，它具有成本低，规格多样等优点。分析了其在生产上的可行性，并阐述了LVL的发展前途。 相似文献
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杨木单板的湿热处理规律以及对杨木单板层积材性能影响的研究结果表明,单板湿热处理后产生了塑化,形成了一部分不可恢复的变形,密度平均增加了38.7%;对抗拉强度的影响不显著;对单板压缩率和膨胀率有着特别显著的影响,单板平均压缩了27.8%,经24h水浸泡,单板恢复膨胀仅18.7%.单板湿热处理后经过低压压制,可以得到与高压压制相同密度的板材,且板材的断面密度差异小,水平剪切强度提高了27.1%,静曲强度增加了17.8%,弹性模量没有显著变化,吸水厚度膨胀率降低了约10个百分点. 相似文献
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提出一种单板层积材力学强度分级系统的设计方案。该方案利用高精度数字时间转换芯片TDC-GP1测试超声波在单板层积材中的传播速度,从而评估单板层积材的力学强度并对其进行在线分级。试验表明,该系统工作稳定、抗干扰能力强,精度高,适合工业推广。 相似文献
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Tekat Dwi Cahyono Wayan Darmawan Eka Novriyanti 《Wood material science & engineering》2020,15(3):155-162
ABSTRACTA study to determine the quality of laminated veneer lumber (LVL) from samama wood (Anthocephalus macrophyllus) was carried out. Samama is a fast-growing endemic wood in eastern Indonesia. Factorial of three factors in RAL design was used to investigate the influence of veneer thickness, juvenile proportion and veneer lay-up to the quality of the resulted samama LVL. The veneer thicknesses were 1.5 and 3.0?mm. Juvenile proportions were arranged in five levels, which were 100% of juvenile veneer, 100% of mature veneer and combination of both juvenile and mature with juvenile proportion of 14%, 43% and 71%. Two veneer lay-up used in this study were loose side met loose side and tight side met loose side. The result of the study showed various specific gravity of LVL by different proportions of juvenile. This factor also affected the other physical traits. Shear strength of the LVL was equal to the solid wood, yet MOE and MOR were affected by juvenile proportion and veneer lay-up. LVL developed from 100% of mature veneer exhibited the highest MOE and MOR, yet no significant difference was noted in MOE and MOR between LVL 100% of juvenile and other tested juvenile proportions. 相似文献
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Until now we developed an estimation method for strength distributions of laminated veneer lumber (LVL) element by nonlinear least-squares method (NLM). Estimated strengths by this method were modulus of elasticity (MOE) and modulus of rupture (MOR) in the horizontal use direction and the vertical use direction, tensile strength and compression strength. But to use LVL for structural members, shear strength was also needed. Therefore, we tried to estimate the shear strength distribution of LVL element by NLM same as MOE and MOR in the horizontal use direction and the vertical use direction, the tensile strength of LVL and the compression strength of LVL in the previous reports. We conducted shear strength test for LVL and estimated element shear strength distribution by LVL strength data in the horizontal and vertical use direction. Next, we simulated LVL shear strength distribution using element shear strength distribution and compared with experimental ones in each use direction. They were overlapped in both use direction. Therefore, we could validate NLM for estimating element shear strength distribution. 相似文献
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The purpose of this study was to develop a cost-effective method to manufacture high-performance laminated veneer lumber (LVL) from mountain pine beetle (MPB)-affected veneers through partial resin impregnation and optimum board layup. Dry MPB-affected veneer sheets were segregated into two stress grades based on dynamic modulus of elasticity (MOE). A new phenol formaldehyde resin with a 30% solids content was formulated for resin impregnation. To reduce resin consumption, only veneer sheets used as outer layers were dipped in the resin for 5?min and then dried to manufacture 13-ply LVL. The bending properties, shear strength and dimensional stability of these LVL billets were examined and compared to those from the controls made from entirely untreated veneers. The results demonstrated that high-grade (E1) MPB-affected veneers had lower resin solids uptake than low-grade (E2) counterparts based on a 5?min dipping. Compared with the controls, the LVL billets made from resin-impregnated veneers for outer layers yielded increased surface hardness, significantly improved dimensional stability, shear strength and modulus of rupture on both edgewise and flatwise as well as better appearance with no cosmetic concerns. However, the improvement in LVL bending MOE was dependent on initial veneer stress grade. For high-grade (or density) E1 veneers, the use of impregnated veneers resulted in insignificant improvement in bending MOE. The optimum product layup was to place one ply of impregnated E1 grade veneer each for product face and back. By contrast, for low-grade (or density) E2 veneers, the use of impregnated veneers yielded a significantly higher flatwise bending MOE compared to the controls. The recommended product layup was the placement of two plies of impregnated E2 grade veneer sheets each for product face and back. 相似文献
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Bond quality and joint performance between laminated veneer lumber (LVL) and metal plates were investigated. Commercially fabricated LVL made of Douglas fir veneer and bonded with phenol-formaldehyde resin as well as three types of epoxy adhesives were used. Various surface preparations and treatments were applied to ordinary steel, stainless steel, and aluminum plates to remove the weak boundary layer that is incompatible with the resin and form a stable adherend layer that is chemically and mechanically compatible with the resin. Small specimens were tested in shear to search the most suitable metal surface for bonding with LVL. Generally, shear strength obtained for the specimens bonded with aluminum plates was lower than those bonded with ordinary steel plates. Among them chemically treated (ChT) and roughened (R) surfaces have demonstrated superior performance. To investigate strength performance and bond quality, LVL beams jointed with metal plates were tested while bending. The best results were obtained for specimens bonded with zinccoated metal plates, though good results were obtained also for ChT and R plates. However, the fracture proved to be fragile when no drift pins were used, even for high-performance surface treatments. The usage of drift pins was necessary to add toughness and avoid the brittle status of the fracture. 相似文献
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Zephyr strand board (ZSB) and zephyr strand lumber (ZSL) were produced using zephyr made from poplar veneer to investigate the greater utilization of low-density poplar as a structural material. These materials were then compared to ordinary plywood, laminated veneer lumber (LVL) from poplar veneer, lauan plywood, and particleboard. The bending properties (moduli of rupture and elasticity) of ZSB proved superior to those of poplar plywood: and ZSL produced from poplar veneer zephyr had bending properties greater than ordinary LVL from poplar veneer. Apparently, the conversion of the poplar veneer into zephyr material had a positive effect on bending properties. Additionally, poplar ZSB had bending properties superior to those of lauan particleboard and equal to those of lauan plywood. The internal bond strength of poplar veneer ZSB was nearly two times greater than that of lauan particleboard.Parts of this report were presented at the international symposium on the utilization of fast-growing trees, Nanjing, China, October 1994. Report IV appeared inMokuzai Kogyo 49:599, 1994 相似文献
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密实型杨木强化单板层积材制造工艺及应用前景分析 总被引：2，自引：0，他引：2
介绍了杨木强化单板层积材的制造工艺。杨木强化单板层积材的压缩率约为15％～40％，其硬度、抗弯强度、耐水性、尺寸稳定性等指标远高于普通单板层积材，可作建筑用木梁、立柱、水泥模板、家具、门窗、地板、车厢板、集装箱板等多种材料。它是一种很好的结构用材，市场前景十分看好。 相似文献
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《Southern Forests》2013,75(3):223-234
The aims and objectives of this study were to investigate the potential to predict laminated veneer lumber (LVL) stiffness from wood properties measured on trees and logs, and determine variation in log, wood and veneer properties as a function of tree height and age. Log selections were made from trees in three stands that were planned for harvesting at 14, 20 and 21 years of age. Rotary peeled veneer recovery from the logs was on average 65%. After drying, Metriguard testing showed over 50% of the veneer had an estimated dynamic modulus of elasticity (MOEdyn) above 12 GPa, with 20% above 14 GPa, and that veneer from the second log by tree height had higher MOEdyn values. In visual assessment to the AS/NZS 2269.0:2012 Standard, no veneer could be utilised in a panels face or subface positions and the older-age stand provided almost four times the volume of usable veneer. Standing-tree acoustic wave velocity (AWV) explained a moderate amount of variance in log MOEdyn and Pearson correlation coefficients between the (Metriguard) veneer MOEdyn, log AWV, log MOEdyn and disc basic density were significant, positive and strong, with log AWV explaining most of the observed variance in log stiffness. A moderately strong and positive linear regression existed between log AWV and veneer MOEdyn, supporting the use of log AWV tools for the ranking of stiffness in fibre-grown plantation E. nitens logs. Mechanical strength testing of LVL studs extracted from panels manufactured from the trial’s veneer indicated they equalled, and for some tested parameters exceeded, the characteristic design strength values previously published by commercial LVL manufacturers for equivalent size pine products. 相似文献