重组竹家具椭圆榫接合性能研究

通过试验探讨重组竹家具椭圆榫接合性能的影响因素,研究榫头宽度方向与厚度方向的配合尺寸对抗拉强度的影响,以及榫头宽度对椭圆榫抗弯矩强度的影响,得出重组竹椭圆榫接合强度的变化规律;并通过比较表明,重组竹椭圆榫的抗弯矩强度要远高于普通实木椭圆榫。     

热压温度及板材密度对竹木复合层积材顺纹抗压强度的影响

通过单因变量两因素重复试验,以毛竹竹篾和桦木单板为原料,使用酚醛树脂胶黏剂压制竹木复合层积材,分析热压温度及板材密度对竹木复合层积材顺纹抗压强度的影响。结果表明,在试验选定因素水平范围内,热压温度和板材密度对竹木复合层积材顺纹抗压强度影响显著,板材顺纹抗压强度随热压温度的升高而增强,但145℃与160℃两水平之间差异并不显著;不同密度对板材顺纹抗压强度的影响差异显著,板材的顺纹抗压强度随板材密度的增大而增大;在其他工艺参数相对不变的情况下,热压温度与板材密度的交互作用对板材顺纹抗压强度的影响并无显著的影响。     

单组分快速湿固化聚氨酯木材胶黏剂的研制

针对30min内胶接桦木生材(含水率在60%～90%)集成木方的生产需要,采用聚醚多元醇、多亚甲基多苯基多异氰酸酯(P-MDI)为主要原料制备单组分快速湿固化聚氨酯木材胶黏剂,以表(?)时间,常温凝胶时间和干、湿状压缩剪切强度为指标,通过正交试验确定合成工艺的主要参数:—NCO:—OH摩尔比值(R)大小、聚乙二醇(PEC)分子量大小和溶剂量与增塑剂量的比例,探讨了各项因素对胶黏剂性能的影响,并根据实际生产需要,优化出最佳方案。结果表明:所合成胶黏剂压制桦木生材集成木方的主要性能指标,均超过日本JISK6806—2003Ⅰ类板的标准要求。     

对吊钩钩身弯曲应力计算公式的商榷

本文指出了傅文范等著《森林工程机械设计》（绞盘机）中涉及到的关于吊钩钩身弯曲应力公式存在的问题，并根据有关理论，提出比较符合实际的计算吊钩钩身弯曲应力的公式。     

电析土壤微粒悬浮液的维恩(Wien)效应及其影响因子

The electrical conductivity of suspensions and their supernatants from the electrodialyzed clay fractions of latosol, yellow-brown soil and black soil equilibrated with nitrate solutions were determined at different field strengths using a short high-voltage pulse apparatus to demonstrate the Wien effect in soil suspensions and to investigate factors affecting it. It was found that Wien effect was much stronger in suspensions with a clay content of 30 g kg-1 from the soils equilibrated with a 1 × 10-4 KNO3 solution than in their supernatants.The threshold field strength (TFS), at which the relative conductivity is equal to 1.05, i.e., the Wien effect begins to be obvious, of the yellow-brown soil suspensions (clay content of 30 g kg-1) equilibrated with different nitrate solutions of a concentration of 1 × 10-4/z mol L-1 , where z is the valence, varied with the type of nitrates, being lowest for NaNO3 (47 kV cm-1) and highest for Ca(NO3)2 (98 kV cm-1). At high field strengths (larger than 130 kV cm-1), the relative conductivities of yellow-brown soil suspensions containing different nitrates diminished in the order: NaNO3 ＞ KNO3 ＞ Mg(NO3)2 ＞ Zn(NO3)2 ＞ Ca(NO3)2. The rates and intensities of the Wien effect in the suspensions of the three soils equilibrated with 5 × 10-5 molL-1 Ca(NO3)2 solution were in the order of the yellow-brown soil ＞ the latosol ＞ the black soil. The results for the yellow-brown soil suspensions (clay concentration of 30 g kg-1) equilibrated with KNO3 solutions of various concentrations clearly demonstrated that the more dilute the solution, the lower the TFS, and the larger the relative conductivity of the suspensions at high field strengths. The results for yellow-brown soil suspensions with different clay concentrations indicated that as the clay concentration increased, the low field electrical conductivity, EC0, also increased, but the TFS decreased, and the Wien effect increased.     

用稀悬液Wien效应测量法来研究重金属离子与水稻土的相互作用

Interactions of three heavy metal ions, Cu²⁺, Cd²⁺, and Pb²⁺, and, for comparison, Na⁺ with electrodialytic clay fractions (less than 2 μm in diameter) of four paddy soils as well as a yellow-brown soil as a control soil were evaluated based on measurements of the Wien effect in dilute suspensions with a clay concentration of 10 g kg^?1 in four nitrate solutions of 2 × 10^?4/z mol L^?1, where z is the cation valence, and a nitric acid solution of 3 × 10^?5 mol L^?1. Field strengths ranging from 15 to 230 kV cm^?1 were applied for measuring the electrical conductivities (ECs) of the suspensions. The mean free binding energies between the various cations and all of the soils determined from exchange equilibrium increased in the order: Na⁺ < Cd²⁺ < Cu²⁺ < Pb²⁺. In general, the ECs of the suspensions in the sodium nitrate solution were smaller than those of the suspensions in the heavy metal solutions because of the lower electrophoretic mobility of sodium compared to the divalent cations. In terms of relative electrical conductivity-field strength relationships, relative electrical conductivity (REC) of suspensions containing various cations at field strengths larger than about 50 kV cm^?1 were in the descending order: Na⁺ > Cu²⁺ > Cd²⁺ > Pb²⁺ for all tested soils. A characteristic parameter of the REC-field strength curves, ΔREC₂₀₀, REC at a field strength of 200 kV cm^?1 minus that at the local minimum of the concave segment of the REC-field strength curves, characterized the strength of adsorption of the cations stripped off by the applied strong electrical field, and for all soils the values of ΔREC₂₀₀ were generally in the order: Na⁺ < Cu²⁺ ≤ Cd²⁺ ≤ Pb²⁺.     

浅层滑坡生物治理中的乔木根系抗拉实验研究

通过对野外选取的合欢根系的抗拉试验，及在合欢林地的抗拉拔实验，研究了根系的最大抗拉强度和抗拉拔强度。结果表明，根系最大抗拉强度与根系直径成指数函数关系，最大抗拉力与根系直径成正相关关系，根系抗拉拔力可以和根系直径、根长、土壤容重建立回归方程，从而可以求得根系与周围土体之间的静摩擦系数。     

Differences Among Rice Cultivars in their Adaptation to Low Ionic Strength Solution with Toxic Level of Aluminum that Mimics Tropical Acid Soil Conditions

Nutrient deficiencies are often an additional growth-limiting factor in tropical acid soils. Considering the potential interactions between Al stress and low-nutrient stress, differences among rice cultivars for Al tolerance, low-nutrient tolerance, and combined stress tolerance were investigated. The main objective of this study was to identify the predominant growth-limiting factor in tropical acid soils. Tolerance to low nutrient stress and combined stress did not show any relationship with aluminum (Al) tolerance indicating that these stress factors act independently. Al-tolerant cv. Rikuu-132 was tolerant to combined stress. Conversely, highly Al-sensitive cv. BR34 was most tolerant to combined and low nutrient stress. Combined stress tolerance of shoot was positively correlated with calcium (Ca) content of shoot. The results indicate that Al tolerance alone is not adequate for superior performance on most acid soils. Tolerance to combined stress factors would be needed to improve productivity of rice on low fertility acid soils.     

浅谈孔隙率对沥青路面的影响

沥青混合料的孔隙率是一个重要的设计参数，其对于沥青路面的强度和使用性能有着重要的影响。在施工时，由于施工条件和设备的影响，不可能达到设计的孔隙率，于是一般要求用压实度作为施工时的一个控制指标，将沥青路面施工后的孔隙率控制在一个可接受的范围。在路面使用的初期，必然会有一段时间处于未完全压实工作状态，这种工作状态下，沥青路面能够提供的是未完全稳定的早期强度。在设计时，需要对比多个级配的混合料，确定合理的早期强度。     

Influence of growth ring angle,adhesive system and viscosity on the shear strength of adhesive bonds

Abstract

To investigate the influence of growth ring angle, adhesive system and viscosity on the bonding properties of adhesive bonds, shear tension tests according to DIN EN 302-1 (2004) were conducted using one-component moisture-curing polyurethane, polyvinylacetate and urea-formaldehyde. Significant differences between the systems could be detected, which were reflected in the predominant failure behaviour for each system. Specimens showing wood failure were influenced mainly by the wood factors, whereas samples which had failed in the adhesive part of the bond differed only in the adhesive properties. The growth ring angle showed the same tendencies as it does in plain wood. Therefore, to gain more information on the adhesive performance in the bond, a loading along the LT plane seems more appropriate for beech wood used in DIN EN 302-1 (2004).