杉木材性株内变异的研究

对１５株浙江产杉木株内不同高度和圆周不同方位上木材的抗弯强度、抗弯弹性模量、顺纹坟强度和木材的差异，木材密度的径向变异模式和木材力学性质与木材的相关关系进行了测定和分析。主要结果是：抗弯强度和抗弯弹性模量在株内不同高度上差异特别显著；顺纹抗压强度和木材密度未表现出显示差异；在圆周不同方位上，三项力学性质和木材密度均为南北向高于东西向，差异不显著；木材密度径向变异模式在不同高度和不同方位上均为接近水     

32个杉木无性系木材密度和力学性质的变异*

３２个杉木无性系间，木材密度和抗弯弹性模量、抗弯强度、顺纹抗压强度均有较大差异，无性系内株间亦存在一定差异。木材密度与抗弯弹性模量、抗弯强度、顺纹抗压强度间的相关极显著，相关系数分别为０．３９５７、０．８３６８和０．９０２０；木材密度与生长速度呈负的遗传相关。     

人工林杉木和杨树木材物理力学性质的株内变异研究

按照中国国家标准研究杉木和I-214杨树木材的抗弯弹性模量、抗弯强度、顺纹抗压强度和密度,同时按照日本国家标准研究2个树种的顺纹抗剪强度.结果表明:杉木的抗弯强度、顺纹抗压强度和密度由胸高直径处向上呈波浪形增加,抗弯弹性模量则稳定降低,但不同高度间杉木的物理力学性质没有显著差异;近树皮处木材的物理力学性质高于近髓心处木材,并有极显著差异.对于I-214杨树,只有抗弯弹性模量从髓心到树皮逐渐增加,其他的物理力学性质,最小值在从髓心到树皮的过渡区,最大值在近树皮处,从髓心到树皮,杨树的物理力学性质有极显著的差异.杉木和杨树的径面顺纹抗剪强度从髓心到树皮有极显著差异,并且近树皮的高于近髓心的木材,而弦面顺纹抗剪强度从髓心到树皮没有显著差异.木材密度与力学性质有很好的线性相关关系,木材密度是一个很好的力学强度的预测手段.     

三倍体毛白杨新无性系木材气干密度和力学性质性状的遗传控制及对单板材育种的意义

该文利用 9个 9年生三倍体毛白杨无性系木材试样 ,研究了木材气干密度组成及力学性质的遗传变异规律 .结果表明 ,木材气干密度组成及力学性质在无性系间存在显著或极显著差异 ,并受到中等强度的遗传控制 ;气干密度的径向和纵向变异与多数研究结果一致 ;力学性质除抗弯弹性模量和端面硬度外其株内变异趋势也基本符合木材学理论 .在力学性质指标中 ,抗弯弹性模量和弦面硬度是遗传性很强的性状 ,其无性系重复力分别为 0 90和 0 80 ,抗弯强度、顺纹抗压强度和硬度的无性系重复力稍低 .遗传相关表明对单板材可通过木材密度与干形等形质指标进行优良无性系选择     

杉木材性株内的变异Ⅱ.管胞形态的变异

对浙江产杉木株内不同高度和圆周不同方位上木材的管胞长度、宽度、长宽比的径向变异模式和木材力学性质与管胞形态的相关关系进行了测定和分析。结果表明：管胞长度、宽度和长宽比的径向变异模式，在株内不同高度和圆周不同方位上大致相似（长宽比在不同方位上除外），管胞形态与年龄呈显著正相关（在０．０１水平）。广义方差分析表明在株内不同高度上，管胞长度、宽度、长宽比差异不显著；在圆周不同方位上长宽比差异显著，其余两项末表现出显著差异；不同年龄间管胞长度、宽度、长宽比均差异显著。在不同高度上，三项力学性质中，只有抗弯强度和管胞长度０．０５水平显著相关，其余相关不显著。     

贵州马尾松人工林木材物理力学性质研究

本文对贵州林科院试验林场生长的人工林马尾松木材物理力学性质进行了测定，并与贵州产45年树龄的天然林木材的主要强度指标作了比较。结果表明：人工林马尾松木材基本密度、全干缩率、顺纹抗压强度、抗弯强度和抗弯弹性模量在幼龄材与成熟材之间存在显著差异。而人工林与天然林之间的木材密度和主要强度指标差异不大。     

间伐强度对湿地松木材性质的影响规律研究

通过对不同间伐强度处理 (未间伐、弱度 (伐去株数 18 6 % )、中度 (伐去 35 7% )、强度 (伐去5 2 9% ) )的 19年生湿地松林分其林木木材的主要材性指标进行全面测试分析研究 ,结果表明 :间伐后 8a ,间伐强度对湿地松木材气干密度、全干密度、径向全干缩率、体积全干缩率、差异干缩、顺纹抗压强度、抗弯强度、弹性模量、径向抗剪强度及端面硬度有显著影响 ;随着间伐强度的增大 ,树干年生长轮平均宽度、木材差异干缩是增大的 ,而随间伐强度的增加木材气干密度、全干密度有不同程度的减小 ,木材顺纹抗压强度、抗弯强度、抗弯弹性模量、硬度等主要力学性质则是呈先增加后减小的趋势。     

施肥对湿地松幼林生长和木材物理力学性质的影响

研究了黄红壤立地上湿地松幼林施肥种类、施肥量及施肥配比对生长量、木材物理力学性质的影响 ,结果表明 :(1)施用N肥对湿地松生长有显著的抑制作用 ,K肥处理材积明显下降 ,P肥和P肥与N、K配比施肥及N、P、K配比施肥显著地促进湿地松胸径、树高、材积的生长 ;(2 )施肥处理对木材弦向干缩率、径向干缩率、纵向干缩率、体积干缩率、差异干缩 5个气干干缩性状的影响没有达到差异显著的水平 ,但单施P肥、NP配比施肥使木材差异干缩、纵向干缩率明显减小 ,单施K肥、单施N肥使木材纵向干缩率增大 ;(3)单施P肥或P肥与N、K配比施肥及单施一定量的K肥能明显提高湿地松木材晚材率、基本密度、顺纹抗压强度、抗弯弹性模量 ,且P肥量与材性提高量成正比 ,而N肥处理显著降低了木材性质 ;(4)施肥处理对生长量与木材性质间相关性的影响因施肥种类而异 ,树高、胸径、材积因子与顺纹抗压强度、抗弯弹性模量、抗弯强度基本上呈正相关 ;晚材率、木材密度与顺纹抗压强度、抗弯弹性模量、抗弯强度呈正相关 ;(5 )林分内优势木木材物理力学性质明显优于中庸木 ,中庸木木材性质优于劣势木     

杉木材性株内的变异：II.管胞形态的变异

以浙江产杉木株内不同高度和圆周不同方位上木材的管理长度，宽度，长宽比的径向变异模式和木材力学性质与管胞形态的相关关系进行了测定和分析，结果表明：管胞长度，宽度和长宽比的径向变异模式，在株内不同高度和圆周不同方位上大致相似（长宽比在不同方位上降外）管胞形态与年龄呈显著正相关（在０．０１水平），广义方差表明在株内不同高度上，管胞长度，宽度，长宽比差异不显著；在圆周不同方位上长宽比差异显著，其余两项未表     

不同立地条件香椿人工林木材材质的比较

通过对不同立地条件下香椿人工林木材物理力学性质的测定和比较分析表明:香椿人工林木材密度和干缩性随着立地级的提高而减小;木材顺纹抗压强度、抗弯强度和硬度:Ⅰ级地<Ⅱ级地<Ⅲ级地,抗弯弹性模量、抗劈力、冲击韧性:Ⅱ级地>Ⅰ级地>Ⅲ级地,顺纹抗剪强度:Ⅱ级地>Ⅲ级地>Ⅰ级地。差异显著性t检验表明:香椿人工林木材密度Ⅰ级地、Ⅱ级地、Ⅲ级地间差异不显著。香椿人工林木材干缩性和力学性质指标Ⅰ级、Ⅱ级、Ⅲ级地3者间有的指标差异极显著,有的指标差异显著,大部分指标差异不显著。     

Genetic variation in wood stiffness and strength properties of hybrid larch (Larix gmelinii var. japonica × L. kaempferi)

Genetic parameters for wood stiffness and strength properties were estimated in a 29-year-old hybrid larch stand (Larix gmelinii var. japonica × Larix kaempferi). The study included 19 full-sib larch families from Hokkaido, northern Japan. Implications of these genetic parameters in wood quality improvement are subsequently discussed. Traits included in the analyses were the dynamic modulus of elasticity of green logs (E _log), the modulus of elasticity (MOE), the modulus of rupture (MOR), compression strength parallel to the grain (CS) in small clear specimens, wood density (DEN), and diameter at breast height (DBH). DEN had the lowest coefficients of variation and MOE the highest. The narrow-sense heritability estimates of E _log, MOE, MOR, and CS were 0.61, 0.44, 0.60, and 0.43, respectively, and those of DEN and all mechanical properties increased from an inner to outer position within the stem. E _log and DEN had high positive phenotypic (0.52–0.83) and genetic (0.70–0.92) correlations with MOE, MOR, and CS. The mechanical properties of the inner position of the stem had rather high phenotypic and genetic correlations with those of the outer position and overall mean. The predicted gains in wood stiffness (E _log and MOE) were higher than those of the strength properties (MOR and CS). The predicted correlated responses in MOE, MOR, and CS when selecting for E _log and DEN were 72.6%–97.8% of a gain achievable from direct selection of these traits. DBH showed an insignificant correlation with all mechanical properties, although selection of this trait had a slightly negative effect on the mechanical properties.     

Quantitative Analysis on Measure Results by Resistograh for Wood Decay of Ancient Architecture

INTRODUCTION The main body of ancient architecture is wood construction in China, and the main bearing components of the buildings usually use timber, such as pillar, beam, purlin, crossbeam and rafter. Timber is a kind of biomaterial and will be damaged by fungal attack or insects after long time use, which will cause wood frames destroyed ultimately. Timber decay not only exists in its surface, but also usually begins with the inner of wood. It is therefore imperative to consider using …     

Variation in wood properties among five full-sib families of Norway spruce (Picea abies)

Genetic- and environmental variation and correlation patterns were characterized for modulus of elasticity (MOE), modulus of rupture (MOR) and related wood traits: latewood proportion, wood density, spiral grain, microfibril angle and lignin content in five full-sib families of Norway spruce. The families were evaluated on the basis of clearwood specimens from the juvenile -mature wood transition zone of 93 sampled trees at age 30 year from seed. Family-means varied significantly (p < 0.05) for all wood traits studied except lignin content. MOE varied between 7.9–14.1 GPa among trees and 9.4–11.0 GPa among families. MOR varied between 47–87 MPa among trees and 61–71 MPa among families. Families remained significantly different in an analysis of specific MOE (MOE/density) and MOR (MOR/density). Hence, solely relying on wood density as a wood quality trait in tree breeding would not fully yield the potential genetic gain for MOE and MOR. Correlations between wood structural traits and specific MOE and MOR are presented and discussed.     

Fresh-wood bending: linking the mechanical and growth properties of a Norway spruce stem

To provide data and methods for analyzing stem mechanics, we investigated bending, density and growth characteristics of 207 specimens of fresh wood from different heights and radial positions of the stem of one mature Norway spruce (Picea abies L. Karst.) tree. From the shape of each stress-strain curve, which was calculated from bending tests that accounted for shear deformation, we determined the modulus of elasticity (MOE), the modulus of rupture (MOR), the completeness of the material, an idealized stress-strain curve and the work involved in bending. In general, all mechanical properties increased with distance from the pith, with values in the ranges of 5.7-18 GPa for MOE, 23-90 MPa for MOR and 370-630 and 430-1100 kg m(-3) for dry and fresh wood densities, respectively. The first three properties generally decreased with stem height, whereas fresh wood density increased. Multiple regression equations were calculated, relating MOR, MOE and dry wood density to growth properties. We applied these equations to the growth of the entire stem and considered the annual rings as superimposed cylindrical shells, resulting in stem-section values of MOE, MOR and dry and fresh densities as a function of stem height and cambial age. The standing tree exhibits an inner stem structure that is well designed for bending, especially at a mature stage.     

江汉平原水杉、池杉、落羽杉物理力学性能比较研究

对江汉平原水杉、池杉、落羽杉人工林物理力学性能进行了研究,结果表明:落羽杉的密度和硬度最大;落羽杉、水杉、池杉的抗弯强度差异不大;水杉的弹性模量最大,约为落羽杉的2.3倍,落羽杉的弹性模量与池杉的比较接近。南北方向对水杉、池杉、落羽杉的密度、顺纹抗压强度在5%水平上差异均不显著,对池杉、水杉抗弯强度在5%水平上差异不显著,对落羽杉抗弯强度在1%水平上差异显著,对落羽杉、池杉的弹性模量在1%水平上差异显著,对水杉的弹性模量在5%水平上差异不显著。三杉南北面近树皮处木材的密度、抗弯强度、弹性模量、顺纹抗压强度均大于髓心处。对水杉、池杉、落羽杉物理力学性能比较研究,旨在为其培育及合理利用提供依据。     

红松幼龄材与成熟材力学性质的差异

本文研究了人工林和天然林红松幼龄材与成熟材力学性质的差异.结果显示,成熟材的所有力学性质均高于幼龄材.幼龄材与成熟材的抗弯弹性模量差异在人工林红松中达0.01水平显著,天然林红松也达到0.01水平显著;人工林红松抗弯强度和弦向横纹抗压强度差异达0.05水平显著.抗弯强度、顺纹抗压强度、横切面硬度和弦向横纹抗压强度4项指标的差异达0.05水平显著.     

Influence of Ammoniacal Copper Quaternary treatments on mechanical properties of blue-stained Lodgepole Pine wood

Three concentrations （2.8%, 2.0%, 1.2%） of Ammoniacal Copper Quaternary （ACQ） was selected to treat Lodgepole pine wood for evaluating ACQ treatment on mechanical properties of blue-stained wood. The bending modules of elasticity （MOE）, modules of rupture （MOR）, toughness and shearing strength parallel to grain on tangential surface, are tested according to the criteria GB1927-1943-91. Non-treated sample were also tested according to the same procedure. The results showed that the three groups specimen impregnated by different concentrations of ACQ solution met the AWPA standard 2003 of America （UC4A 6.4g/cm^3）. There were significant difference of toughness between treated wood and non-treated wood （p=0.01）, but there were no statistically significant differences among three concentrations in terms of toughness, and toughness of treated wood was approximately 20% lower than non-treated. MOR, MOE as well as sheafing strength parallel to grain were found to be not significantly different between treated wood and non-treated one, and there were no statistically significant difference among three concentrations of ACQ too. Toughness, MOR, MOE and sheafing strength parallel to grain increased with decrease of concentration of ACQ, but they were hardly affected by ACQ preservatives.