首页> 外文期刊>Wood material science & engineering >Effects of wood species, particle sizes and dimensions of residue obtained from trimming of wood-cement composites on physical and mechanical properties of cement-bonded particleboard
【24h】

Effects of wood species, particle sizes and dimensions of residue obtained from trimming of wood-cement composites on physical and mechanical properties of cement-bonded particleboard

机译:修整木水泥复合材料后得到的木材种类,粒度和残余物尺寸对水泥粘合刨花板物理和机械性能的影响

获取原文
获取原文并翻译 | 示例
           

摘要

The present work was conducted to study the effects of wood species, particle size and residue particle size obtained from trimming of wood-cement composites on physical and mechanical properties of cement-bonded particleboard (CBPB). Particleboard was manufactured with a wood/cement ratio of 1:3 and specific gravity 1200kgm~(-3). After manufacturing, the boards were tested. The second order plan was used to test the significant difference between factors and levels. It was shown that slenderness and compaction ratio increased and bulk density and specific surface decreased with the increase of particle size. With the increase in slenderness ratio and compaction ratio and decrease in bulk density and specific surface, thickness swelling and mechanical properties improved, but water absorption by the board increased. The addition of 6% of 5/3 fraction size of particle obtained from trimming of boards improved significantly the properties of the boards. The optimized panel properties, obtained using poplar particles with a fraction size of 7pass/on5, exceeded the BISON type HZ and EN Standard for Wood Particleboard. CBPB made of alder or poplar particles with 5/3 fraction size of residue exceeded the BISON type HZ. All CBPB with 5/3 fraction size of residue showed lower mean values of thickness swelling, well below the maximum requirements of both standards. In addition, wood species, fraction size of particles and residue size are believed to have been the main cause of change in the properties of the boards.
机译:进行本工作以研究通过修整木水泥组合物而获得的木材种类,粒度和残留粒度对水泥粘合刨花板(CBPB)物理和机械性能的影响。刨花板的木材/水泥比为1:3,比重为1200kgm〜(-3)。制造后,对板进行测试。二阶计划用于测试因素和水平之间的显着差异。结果表明,随着粒度的增加,细化率和压实率增加,堆积密度和比表面积降低。随着纤细率和压实率的增加以及堆积密度和比表面积的减小,厚度溶胀和机械性能得到改善,但木板的吸水率却​​增加了。从修整板获得的颗粒的5/3粒度的6%的添加显着改善了板的性能。使用级分为7pass / on5的杨木颗粒获得的优化面板性能超过了BISON类型的HZ和EN木屑刨花板标准。由残渣分数为5/3的al木或杨木制成的CBPB超过了BISON HZ型。所有残留物分数为5/3的CBPB均显示出较低的厚度溶胀平均值,远低于两个标准的最大要求。另外,据信木材种类,颗粒的级分大小和残留物大小是改变木板性能的主要原因。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号