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191.
192.
对黄土高原高寒区的青海云杉人工林林地的土壤水分物理性质进行了实地观测和分析(主要采用野外实测土壤水分再分布的方法,对入渗后不同土层土壤的水分再分布过程及低吸力段土壤水分特征作了研究),发现该林地在枯落物及林下植被层的作用下,使得0~10 cm表层土壤的持水性最好;因放牧践踏导致林地10~30 cm土层的土壤板结密实,持水性较差;30~50 cm土层土壤的持水性居中。通过研究还拟合得出了该林地土壤水分再分布、土壤水分特征曲线及土壤比水容量的参数。为该地区退耕还林还草、林业生态建设和森林水文效益评价提供了可靠依据。 相似文献
193.
以黄土高原坡地刺槐林—草地复合系统景观边界为研究对象,按一定的生态梯度调查分析了边界植物种的分布特点。结果表明,草地、林地斑块内都有自身的植物种类分布;草地斑块内有较高的植物多样性。在草地斑块内,距林缘8~16m区域为边界植物多样性边缘效应的显著区;林地斑块内β多样性变化剧烈,林缘处的群落相异系数(CD)、Cody指数都最大,共有度指数(CP)最小,CD、Cody与CP成反比。 相似文献
194.
《Wood material science & engineering》2007,2(2):83-89
To study the effect of grain angle on the adhesive bond strength in wood, three-part Norway spruce wood specimens were bonded and tested in tension. The two axially orientated outer parts of the specimens were joined with the middle part by means of three adhesives typically used for load-bearing constructions, i.e. one-component polyurethane (PUR), melamine-urea-formaldehyde (MUF) and phenol-resorcinol-formaldehyde (PRF). The grain angle of the middle part was varied from 0° (end grain to end grain) to 90° (flat grain to end grain) in incremental steps of 10°. In general, PRF- and MUF-bonded samples exhibited highest tensile strength at end grain to end grain orientation of the three parts, while specimens bonded with PUR showed only 25% of the strength measured for PRF and MUF, respectively. At high grain angles (90°) all specimens showed similar strength values in the range of 30% of maximum strength of MUF- and PRF-bonded specimens. To explain the changing strength levels at different grain angle a composite failure criterion was applied. 相似文献
195.
玉米淀粉为原料制备API胶主剂的研究 总被引:3,自引:0,他引:3
将玉米淀粉复合,改性制得玉米淀粉悬浮液,加入水溶性高分子作为稳定剂,在一定条件下与天然玉米淀粉、碳酸钙、VAE乳液相混合,搅拌均匀,形成以玉米淀粉为原料的API胶黏剂主剂.用该胶黏剂压制的杨木、桦木胶合板,其湿强度可满足国际Ⅱ类胶合板的要求. 相似文献
196.
ABSTRACTCertain important quality parameters of red maple (Acer rubrum) laminated veneer lumber (LVL) impregnated with three waterborne formulations: copper azole (CA-B), micronized copper azole (MicroCA or MCA) and alkaline copper quaternary (ACQ-D) bonded with phenol formaldehyde or cross-linked polyvinyl acetate (XPVAc) adhesives were evaluated. Pre-dipping of veneers before LVL production and two post-manufacturing procedures, viz., vacuum-pressure and post-dipping of LVL, were applied. Maximum copper retention in pre-dip-treated, vacuum-pressure and post-dip-treated LVL was 1.4, 9.7 and 1.7?kg/m3, respectively. Copper retention in MCA-treated LVL was relatively lower than soluble formulations. Various physical, mechanical and bonding properties of treated LVL such as density, water absorption, swelling, flexural properties, hardness, tensile shear strength, delamination and wood failure (%) were studied and compared with untreated LVL. Little to negligible deleterious effect was observed on properties of LVL due to these chemical treatments. Analysis of variance results showed that most of properties of red maple LVL were not significantly different compared with those of untreated LVL. Therefore, vacuum-pressure impregnation process can be used to treat the red maple LVL with novel micronized copper formulations for increasing the service life of such products against biodegradation without affecting techno-mechanical quality parameters. 相似文献
197.
竹席胶合板是竹材人造板生产中历史最长,工艺最成熟、用途最广的一种板材。竹席胶合板的胶合强度一般是木材胶合板的1—1.5倍,其价格仅为木材胶合板的1/2—1/4;竹席胶合板弹性、韧性大,易弯曲,用其制造的出口标准件包装圆桶强度大,耐破性能好,破损率低,使用寿命长;击穿、压溃、自由跌落等指标均优于木材胶合板标准件圆桶;其缺陷为:印刷性能差,吃墨浅,干燥慢,字迹欠清。 相似文献
198.
板式家具结构强度分析 总被引:6,自引:2,他引:6
50年代后期,Kotas对五面箱体的结构强度进行了研究,并且写了一本家具设计手册。Eckelman从板式部件的接合强度及家具的整体结构强度做了许多研究,他提出了板件的刚度与各种形式角接合变形的关系。他和Rabiej对带有横搁板和中隔板的柜体作了综合分析,得出计算公式,可用其计算三角固定一角自由条件下的柜体在受力时的变形。国内主要在家具力学性能测试方面,标准制定方面做了一些研究,在结构强度分析方面尚未进行过研究。 相似文献
199.
Koji?HayashiEmail author Masaharu?Ohmi Hiroshi?Tominaga Kiyoharu?Fukuda 《Journal of Wood Science》2003,49(5):398-404
We investigated the bending properties of composite boards produced by reinforcing both sides of corrugated particleboard with medium-density fiberboard (MDF). Thickness swelling and linear expansion (LE) were measured to assess the dimensional stabilities of the composite board. Although the apparent density of the composite board was 0.48g/cm3, its strength was found to be equivalent to that of 18-type particleboard as described in JIS A 5908. The boards parallel/perpendicular anisotropy in strength was 0.9. The modulus of rupture (MOR) of the composite board increased with board density only up to a certain density, beyond which the MOR was constant. On the other hand, the thickness swelling of both corrugated particleboard and the composite board was smaller than that of flat-type particleboard, satisfying the JIS A 5908 standard of 12%. Linear expansion (soaking in water of ordinary temperature for 24h) of corrugated particleboard was 0.7%–0.9% in the parallel direction and 2.1%–3.1% in the perpendicular direction; hence, anisotropy in linear expansion existed in the corrugated particleboard. The linear expansion of the composite board was 0.6%–0.9% in the parallel direction and 1.8%–2.5% in the perpendicular direction. Although the LE of the composite board was lower than that of corrugated particleboard, it is necessary to improve the LE of composite board for practical use. 相似文献
200.