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林业科学 ›› 2012, Vol. 48 ›› Issue (2): 180-186.doi: 10.11707/j.1001-7488.20120228

• 研究简报 • 上一篇    下一篇

赛黑桦的构造特征和物理力学性质

孙耀星1, 戚继忠2, 杨庚1, 庞久寅1, 杜凤国2   

  1. 1. 北华大学木质材料科学与工程吉林省重点实验室 吉林 132013;2. 北华大学林业与主志环境省重点实验室
  • 收稿日期:2010-07-19 修回日期:2010-09-08 出版日期:2012-02-25 发布日期:2012-02-25

Structural Features and Properties of Betula schmidtii Entitled as Rigidy and Heavy Wood

Sun Yaoxing1, Qi Jizhong2, Yang Geng1, Pang Jiuyin1, Du Fengguo2   

  1. 1. Key Laboratory of Science and Engineering Based on Woody Material of Jilin Province, Beihua University Jilin 130213;2. Key Laboratory of Forestry and Ecological Enviroment of Jilin Province, Beihua University Jilin 130213
  • Received:2010-07-19 Revised:2010-09-08 Online:2012-02-25 Published:2012-02-25

关键词: 赛黑桦, 辽东桦, 构造特征, 木材性质

Abstract:

The observation and analysis have been operated about the structural features of Betula schmidtii by those instruments biomicroscope and ESEM. Result showed that iron birch belonged to diffuse-porous wood, structure was even and smooth, the zone of demarcation of growth increments were visible, the color was greatly different during heartwood and sapwood, and pores were visible by naked eye. Pore arrangement involved solitary one and multiple one, pore cluster was slim, multiple pore were usually ribbon-like aggregations of 2, 3 or 4 cells extending in the radial direction, intervessel pit was the type of alternate, perforation plates was that of scalariform, rays amount was from 1 to 5, and longitudinal parenchyma was thin. The physical nature and mechanical properties of Betula schmidtii have been testde, analysed and studyed contrastively with other kinds of wood. The results showed that the basic density of iron birch was 0.747 g·cm-3, air-dry density was 0.904 g·cm-3, and oven dry density was 0.875 g·cm-3. The shrinkage coefficient of radial direction in the state of air-dry was 0.12%, the tangential one was 0.20%, and the volume one was 0.38%. The coefficient of radial shrinkage in the state of oven dry was 0.23%, the tangential one was 0.28%, and the volume one was 0.53%. The bending strength of tangential direction was 233.32 MPa, the modulus of elasticity of bending strength was 17.87GPa, the shear stresses at right parallel to the grain in the radial surfaces was 16.32 MPa, the tangential one was 16.40 MPa. The crushing strength at right parallel to the grain was 89.88 MPa. the strength of toughness was 153.71 kJ·mm-2. The strength of rigidity in the radial section was 8 042.22 N, the tangential was 7 794.17 N, and the cross one was 8 778.85 N.

Key words: Betula schmidtii, iron birch, structural features of wood, properties of wood

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