层板销接木性能研究进展
作者:
作者单位:

同济大学 土木工程学院,上海 200092

作者简介:

付海燕(1994—),女,河北张家口人,同济大学博士生.E-mail:zoeyfu@tongji.edu.cn

通讯作者:

何敏娟(1963—),女,江苏海门人,同济大学教授,博士生导师,博士.E-mail:hemj@tongji.edu.cn

中图分类号:

TU366.2

基金项目:

国家自然科学基金资助项目(52078371)


Performance of Dowel Laminated Timber
Author:
Affiliation:

College of Civil Engineering, Tongji University, Shanghai 200092, China

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • | |
  • 文章评论
    摘要:

    层板销接木(DLT)是仅由木销和层板组成的一种无胶无钉、近似全实木的工程木产品,可用于制作梁、墙体和楼板,具有用材经济、绿色低碳和预制化程度高等特点. 从构造和分类两方面对DLT进行简要概述,系统梳理了近些年DLT在木销、木销节点及构件方面的性能研究成果,包括木销-层板销槽承压性能、木销节点抗剪性能、DLT木梁抗弯性能及DLT板振动特性等. 在此基础上,介绍了DLT在性能研究中存在的不足,并提出了DLT研究亟需解决的关键问题.

    Abstract:

    Dowel laminated timber (DLT) is only composed of wood dowel and laminated timber of a kind of non-glue and non-nail, nearly full solid wood engineering wood products. DLT can be used as beams, walls and floors. It has the characteristics of the material economy, green and low carbon, and a high degree of prefabrication. A brief overview of DLT was given from the aspects of construction and classification, and the performance research results of DLT in recent years in terms of the dowel, dowel joints, and components are systematically reviewed, including the embedment performance of dowel-laminate, shear performance of dowel joints, bending performance of DLT beams, vibration characteristics of DLT plates, et al. On this basis, the shortcomings in the performance research of DLT are summarized, and the fundamental problems to be solved in the study of DLT are put forward.

    表 4 垂直DLT木梁和胶合木梁力学性能对比Table 4 Comparison of mechanical properties between DLT-vertical and glulam beams
    表 1 部分木材压缩处理前后力学性能对比Table 1 Comparison of mechanical properties of part wood species before and after compression treatment
    图1 层板销接木Fig.1 Dowel laminated timber
    图2 木销排列方式Fig.2 Dowel arrangement
    图3 V-DLT或W-DLT示意图Fig.3 Sketch map of V-DLT or W-DLT
    图4 DLT基本形式Fig.4 Basic form of DLT
    图5 层板正交销接木结构Fig.5 Structure of dowel cross laminated timber[18]
    图6 DLT-混凝土结构Fig.6 DLT-concrete structure[8]
    图7 层板构造Fig.7 Detail construction of laminate
    图8 木销双剪节点破坏模式Fig.8 Failure mode of double-shear joints[21-22]
    图9 木销剪切试验示意图Fig.9 Schematic map of wood dowel shear test
    图10 木销种类对节点抗剪性能影响Fig.10 Effect of dowel types on shear properties of joints[39]
    图11 层板种类对节点抗剪性能影响Fig.11 Effect of laminate types on shear properties of joints[39]
    图12 垂直DLT木梁破坏模式Fig.12 Failure mode of DLT-vertical beams[39]
    图13 木销间距(数量)对垂直DLT木梁力学性能影响Fig.13 Effect of dowel spacing on flexural performance of DLT-vertical beams[15]
    图14 回收工程木制木销对垂直DLT木梁力学性能影响Fig.14 Effect of recycled dowel on flexural performance of DLT-vertical beams[45]
    图15 DCLT与CLT板抗弯性能对比Fig.15 Comparison of flexural performance between DCLT and CLT plates[42]
    图16 层板数量及种类对DCLT板抗弯性能的影响Fig.16 Effect of number and type of laminates on flexural performance of DCLT plates
    图17 层板拼接方式对DCLT板抗弯性能影响Fig.17 Effect of laminate splicing method on flexural performance of DCLT plate[42]
    表 3 不同层板厚度在双剪试验中的力学性能对比Table 3 Comparison of mechanical properties of different thickness of laminates in double-shear test[40]
    表 2 文献中木销抗拔性能试验结果对比Table 2 Pullout resistances of dowel from the experimental results in literature
    参考文献
    相似文献
    引证文献
引用本文

付海燕,何敏娟.层板销接木性能研究进展[J].建筑材料学报,2023,26(10):1117-1128

复制
分享
文章指标
  • 点击次数:175
  • 下载次数: 546
  • HTML阅读次数: 25
  • 引用次数: 0
历史
  • 收稿日期:2022-12-09
  • 最后修改日期:2023-02-08
  • 在线发布日期: 2023-11-14
文章二维码