浸渍纸饰面层压木质地板质量现状分析

本文通过「近百个浸渍纸饰面层压木质地板的检测数据,分析了目前国内市场上该产品的２和发展,为标准制订提供限依据。     

浸渍纸层压木质地板的质量标准及购买时注意事项

１ 浸渍纸层压木质地板及其标准１．１ 浸渍纸层压木质地板简介 浸渍纸层压木质地板（以下简称强化木地板）取材于速生树种、采伐剩余物等，经先进的高科技手段加工制作而成，是当代新科技的产物。强化木地板是以中密度纤维板、高密度纤维板或特殊形态的优质刨花板为基材，并用特种耐磨材料作为覆面材料制成的一种板材。其结构分为四层：表层为耐磨层，采用三氧化二铝或碳化硅覆盖在装饰纸上，耐磨层采用高科技手段，使其具有惊人的耐磨强度；第二层为装饰层，也就是电脑仿真制作的印刷纸，用现代高科技滚筒印花，可显示出各种名贵实木的纹…     

胶合板胶合强度测试中不确定度评定

依据GB/T 9846-2004《胶合板》标准,对胶合板胶合强度测试过程进行研究,分析了胶合强度测量过程主要不确定度的来源并对其进行评定。介绍了胶合强度测量不确定度的评定方法和步骤,对各不确定度分量进行量化,得到了胶合强度的合成不确定度和扩展不确定度。     

我国浸渍纸层压木质地板质量现状分析

通过深入调研国内近200家浸渍纸层压木质地板生产企业,比对2009~2013年3次产品质量国家监督抽查数据和国外知名品牌产品质量检测结果,评价了我国浸渍纸层压木质地板质量现状,分析了影响因素,详述了产品甲醛释放量、吸水厚度膨胀率、内结合强度、表面耐磨4项关键性能的质量水平、存在的问题及产生的原因。综合分析表明,尽管我国浸渍纸层压木质地板产品总体质量良好,但仍存在改进空间,并针对存在的问题提出了改进建议。     

湿度对浸渍纸层压木质地板尺寸稳定性的影响

通过试验,分析比较了检测时的湿度变化对浸渍纸层压木质地板尺寸稳定性测试结果的影响.试验结果表明,在相同的试验条件下,当相对湿度值不同时,浸渍纸层压木质地板在厚度方向上的尺寸变化,远远大于其在长度方向上的变化.     

我国与欧美浸渍纸层压木质地板标准的比较

浸渍纸层压木质地板是我国重要的木地板产品之一,分析我国与美国、欧洲标准体系中,浸渍纸层压木质地板的标准结构及技术内容的主要差异,为我国浸渍纸层压木质地板的标准的制修订和贸易,提供参考。     

我国浸渍纸层压木质地板及实木复合地板质量现状

自2000年8月1日起，我国浸渍纸层压木质地板（强化木地板）国家标准（GB／T 18102－2000）及实木复合地板国家标准（GB／T18103－2000）正式实施，国家人造板质量监督检验中心对标准实施后四个月以来的一百多个样品的理化性能进行了测试及统计分析，被检样品的主要性能情况评术如下。     

人造板静曲强度测试中不确定度评定

测量不确定度是测量技术的重要概念,只要涉及到测量数据的场合,都不可避免地牵涉到测量不确定度。本文介绍了人造板静曲强度的测量不确定度评定的方法,并对实验室自制定向刨花板静曲强度进行测量不确定度的评定,得到实验室自制定向刨花板静曲强度为：σb=（60±3）MPa,其中扩展不确定度的包含因子kp=1.985,置信概率p=95%。     

浸渍纸层压木质地板的质量状况及基材质量控制

本文分析了目前我国市场上浸渍纸层压木质地板(强化木地板)的质量状况及存在的主要问题，并从表面耐蒸汽性能、甲醛释放量、MOR、IB和耐磨性能等方面分析了基板HDF对强化木地板质量的影响，指出基材的密度、含水率、表面光洁度、IB、TS及MOR是地板质量关键的影响因子。     

工艺参数对稻壳-木刨花复合板内结合强度的影响

采用均匀实验设计方法,通过单因素及两因素间交互作用情况,探讨工艺参数对稻壳-木刨花复合板内结合强度(IB)的影响。在试验研究范围内,密度、芯层比例、芯层施胶量、热压温度、热压时间对复合板IB影响显著,表现为IB随密度的增大先增大后减小,随芯层比例和芯层施胶量的增加而增加,随热压温度和热压时间的增加而减小。当密度为0.77 g/cm3、芯层比例为60%~65%、芯层施胶量为4.5%、热压温度为170℃、热压压力为2.5 MPa、热压时间为20 s/mm时,在兼顾生产效率与生产成本的同时,能够获得IB良好的稻壳-木刨花复合板。     

Comparison of internal bond strength and compression shear strength of wood-based materials

The purpose of this study was to design a compression shear device for easy and fast measurement of the bonded shear strength of wood-based materials to replace the conventional method used to evaluate internal bond strength (IB). To assess the performance of this device, five differently sized specimens, included group I (dimension 5 × 1 cm), group II (5 × 2 cm), group III (5 × 3 cm), group IV (5 × 4 cm), and group V (5 × 5 cm) cut from commercial particleboard and medium-density fiberboard (MDF) (1.8 cm thick) were tested in compression shear. Only group V (5 × 5 cm) was prepared for the IB test. Results indicated that the compression shear strengths (CS) of particleboard and MDF, loaded in the horizontal or the diagonal direction, were greater than the IB, although a significant correlation existed between the two. This finding suggests that the IB of particleboard and MDF could be accurately estimated from the data collected by the CS test.Part of this report was presented at the Third Pacific Rim Bio-based Composites Symposium, Kyoto, December 2–5, 1996     

测试胶合板胶合强度的研究

通过对有关胶合强度测试的几个试验结果的分析,表明我国胶合板国家标准对胶合强度试验方法的规定具有先进性、合理性和可行性。     

Structural mechanics of wood composite materials I: Ultrasonic evaluation of internal bond strength during an accelerated aging test

This research attempts to observe indirectly the variation of internal bond characteristics for wood composite materials during accelerated aging test treatment using ultrasonic pulse-transmission techniques. Particleboard (PB) and oriented strandboard (OSB) were the representative specimens. The transit time of the ultrasonic wave propagating through the samples along the nominal length and thickness directions was recorded using an apparatus called PUNDIT (C.N.S. Electronic, London). The transit times were measured in the samples under an oven-dried condition after treating them with boiling water at different treating time stages, and the velocity was then calculated based on the transit time. Examination of the internal bond strength conducted on the same samples was done according to JIS A 5908. A study of the relations among springback, internal bond strength, and velocity indicated that a high correlation existed between ultrasonic velocity measured in the length or thickness direction and the internal bond strength for the PB specimen, but no significant correlation was observed between the velocity measured in the length direction and the internal bond strength for the OSB specimen. The results of this research suggested that ultrasound techniques can be applied to predict or evaluate the internal bond state of some wood-composite materials made of relatively small particles, such as PB especially, during accelerated aging test treatment processes.Part of this paper was presented at the 47th annual meeting of the Japan Wood Research Society, Kochi, April 1997     

竹地板薄木贴面工艺试验

为了丰富竹地板的外观效果,扩大竹地板的种类,采用正交试验方法,探讨了竹地板表面进行0.6 mm榉木和2.0 mm枫木薄木贴面工艺。结果表明:利用榉木和枫木薄木贴面竹地板切实可行,其较佳工艺参数分别为:榉木热压压力0.8 MPa,热压温度100℃,热压时间240 s,涂胶量为120 g/m2;枫木热压压力1.2 MPa,热压温度120℃,热压时间360 s,涂胶量140 g/m2。     

Effect of element type on the internal bond quality of wood-based panels determined by three methods

Three mechanical tests with different loading modes were conducted to evaluate the effect of element type on the internal bond quality of wood-based panels. In addition to the internal bond test, which is commonly used for mat-formed panels, interlaminar and edgewise shear tests were used to test oriented strandboard (OSB), particleboard, medium-density fiberboard (MDF) of two thicknesses, and plywood. The following results were obtained. Epoxy resin proved to be suitable for determining the interlaminar shear modulus instead of hot-melt glue. There was a linear relation between panel density and interlaminar shear modulus and a linear correlation between the interlaminar shear strength and internal bond (IB) strength for the mat-formed panels tested. OSB had the highest edgewise shear modulus, and MDFs had the highest edgewise shear strength in this study. The modulus/strength ratio also depended on both panel type and loading mode. The relation between the shear moduli determined from the edgewise and interlaminar tests indicated the characteristics of the shear properties of panels made of different elements.Part of this paper was presented at the Fourth International Wood Science Symposium, Serpong, Indonesia, September 2002     

冷等离子体处理对实木复合地板基材胶合性能的影响

采用常压介质阻挡放电产生的冷等离子体对杨木、桉木和马尾松单板进行改性处理,随后将它们分别压制成多层实木复合地板用基材,研究处理功率、处理速率对不同原料基材胶合特性的影响。同时对不同基材单板分别采用对应的较优处理条件进行冷等离子体处理,研究单板表面润湿性和表面形貌变化。结果表明:常压冷等离子体处理有助于提高地板基材胶合强度,降低浸渍剥离率。其中,桉木经等离子体处理后性能提高最为明显,杨木次之,马尾松较不明显。考虑实际生产中需提高生产效率,降低能耗,对杨木可选用4.5 k W,14 m/min的处理条件;对桉木和马尾松均可选用4.5 k W,2 m/min的处理条件。     

实木地板榫槽铣削力的试验分析

【目的】以实验为基础,研究实木地板榫槽铣削加工中切削参数对切削力的影响,为不同切削工艺下加工参数的优化以及设置提供参考依据,达到提高加工质量、延长刀具寿命并用以指导生产的目的。【方法】以山毛榉材地板为试验材料,运用木材切削机理对切削速度、进给速度及切削宽度3个参数进行单因素试验,并采集切削过程中随着切削参数变化产生的切削力值,揭示在顺铣和逆铣方式下不同切削参数对实木地板榫槽铣削力的影响规律。【结果】在不同铣削方式下,随着切削速度的增大,XYZ方向的切削力总体呈降低趋势;随着进给速度和切削宽度的增大呈现升高的趋势,顺铣加工时XYZ 3个方向的铣削力变化相比逆铣加工的波动趋势小,稳定性要好。通过对铣削力回归模型进行方差分析,可知R2(Fdown)=0.9490,R2(Fup)=0.8516,均接近1,回归效果显著,验证了铣削力模型的合理性。【结论】通过对比相同切削参数在不同工艺条件下产生的切削力变化,可知顺铣加工稳定性高于逆铣加工。     

Determining the effect of tree size,bark-wood bond strength and tree form on the productivity of an excavator-based harvester in Acacia mearnsii in the KwaZulu-Natal forestry region of South Africa

The aim of this study was to determine the effect of tree size, bark-wood bond strength and tree form on the productivity of cut-to-length harvesting of Acacia mearnsii, using an excavator-based harvester with a SP Maskiner harvester head in the KwaZulu-Natal forestry region of South Africa. Tree diameter and height measurements were used to determine individual tree volumes, after which the trees were classified into different bark-wood bond strength and tree-form classes. Time studies were carried out to determine harvester productivity. The results showed that tree size plays a crucial role in the productivity of the harvester, but bark-wood bond strength and tree form also influence productivity. The harvester productivity varied from 5.5 m³ per productive machine hour (PMH) in 0.05 m³ trees to 16.9 m³ PMH^?1 in 0.25 m³ trees The bark-wood bond strength did not influence harvester productivity when handling small trees of less than 0.1 m³. In small trees, the productivity of the harvester was also not affected by different form classes, but as tree size increased, there was greater productivity variation between the different form classes.