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林业科学 ›› 2000, Vol. 36 ›› Issue (1): 91-96.doi: 10.11707/j.1001-7488.20000115

• 论文及研究报告 • 上一篇    下一篇

人工林杨树木材性质与单板和胶合板质量关系模型的探讨

鲍甫成1 刘盛全3 江泽慧2   

  1. 中国林业科学研究院,北京100091;安徽农业大学,合肥230036
  • 收稿日期:1998-03-26 修回日期:1900-01-01 出版日期:2000-01-25 发布日期:2000-01-25

A MODELING APPROACH TO THE RELATIONSHIPS BETWEEN PLANTATION POPLAR WOOD PROPERTIES AND QUALITIES OF VENEER AND PLYWOOD

Bao Fucheng1,Jiang Zehui3,Liu Shengquan2   

  1. Chinese Academy of Forestry Beijing100091;Anhui Agriculture University Hefei230036
  • Received:1998-03-26 Revised:1900-01-01 Online:2000-01-25 Published:2000-01-25

摘要:

本文以生长在3种长江滩地类型( 江滩、洲滩、湖滩) 、3种栽植密度(3m×4m,4m×5m ,5m×6m) 下的3个品系人工林杨树,即[ 欧美杨无性系72杨(Populus×euramericana cv.Ⅰ- 72/58) ,美洲黑杨无性系63杨(P.deltoides cv .Ⅰ- 63/51) 和69 杨( P.deltoides cv .Ⅰ- 69/55)( 以下简称72杨,63杨,69杨) 为对象,在研究人工林杨树木材性质与单板和胶合板质量关系的基础上,先用逐步回归筛选有关关键材性指标,然后再进一步模拟人工林杨树木材性质与单板和胶合板质量之间的关系。结果表明,长江滩地72 、63 、69 杨单板和胶合板质量能够用与之相关的木材性质指标进行多元线性回归模拟。单板厚度偏差(VVT) 随纤维宽度(FW) 、木纤维比量(FP) 、导管比量(VP) 变化的模型为:VVT= -3.414+0-063 FW+ 0-049RP-0.033VP单板背面裂隙率(RLC) 随木材弦面硬度(TH) 、抗弯弹性模量(MOE) 、气干密度(WD) 和体积全干干缩率(SV) 变化的模型为:RLC=9.472+0.005 TH+ 0.003MOE+ 8.366 WD-2.302SV胶合板的胶合强度(GS) 随木材pH 值(pH) 、纤维长度(FL) 、纤维宽度(FW) 、导管比量( VP) 、导管长度(VL) 和木射线比量(RP) 变化的模型为:GS=3.326-0.268 pH-0.002FL+ 0.191FW- 0.033 VP- 0.004VL+ 0.095RP上述模型相关系数均在0.73 以上,表明应用上述模型能够较好地对长江滩地人工林杨树单板和胶合板质量根据材性进行早期预测和加工工艺优化。

关键词: 人工林杨树, 木材性质, 单板和胶合板, 模型方程

Abstract:

Three variaties of plantation poplar trees(Populus×euramericana cv.I-72/58,P.deltoides cv.I-63/51 and P.deltoides cv.I-69/55)growing in three different types of beaches along Yangtse River and in three different planting densities were extracted as the testing materials to model the relationships between wood properties and quality of veneer and plywood of poplar plantations in this study.Based on the relationships found in the former study,first the stepwise regression analysis was used for sifting out the key wood properties concerned,and then the polybasic,linear regression was used for modeling the relationships.The results show that the qualities of veneer and plywood of poplar plantations,can be well modeled with the wood properties by means of polybasic linear regression analysis.;The modeling equation of the variation of veneer thickness (VVT) varying with fiber width (FW) ,proportion of vessel (VP) and fiber (FP) is: VVT=-3.414+0.063FW+0.049RP-0.033VP The modeling equation of the ratio of lathe check (RLC) varying with wood hardness in tangential (TH), modules of elasticity (MOE) ,wood density in air-dry (WD) and volumetric shrinkage of wood in oven-dry (SV) is: RLC=9.472+0.005TH+0.003MOE+8.366WD-2.302SV The modeling equation of the gluing strength of plywood (GS) varying with pH values(pH),fiber length (FL) ,fiber width (FW) ,vessel length (VL) and proportion of vessel (VP) and ray (RP) is: GS=3.326-0.268 pH-0.002FL+0.191FW-0.004VL-0.033VP+0.095 RP The significances for the above modeling results were found greater than 0.73 while the relative error between the measured and predicted values was around 20%.Thus,the reliablity of those modeling equations could be recoglized.

Key words: Plantation poplar trees, Wood properties, Veneer and plywood, Modeling equations