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新型木建筑材料——交叉层积木介绍及其连接的试验研究
引用本文:沈银澜, 牟在根, Johannes Schneider, Siegfried F. Stiemer. 新型木建筑材料——交叉层积木介绍及其连接的试验研究[J]. 工程科学学报, 2015, 37(11): 1504-1512. DOI: 10.13374/j.issn2095-9389.2015.11.017
作者姓名:沈银澜  牟在根  Johannes Schneider  Siegfried F.Stiemer
作者单位:1. 北京科技大学土木与环境工程学院, 北京 100083;
基金项目:教育部联合培养研究生基金;国家自然科学基金
摘    要:交叉层积木作为一种新型木建筑材料已经在北美地区推广开来,然而在我国还没有得到引进和推广.本文介绍了这种新型材料的性能特点,总结其生产工艺、设计方法和研究进展,重点对交叉层积木七种半刚性连接的抗震性能进行试验研究.研究表明:紧固件全部被拔出的失效模式为理想的延性破坏模式,滞回曲线表现出高度非线性、刚度退化、强度退化以及捏拢现象.通过试验数据分析,给出了在延性和承载能力两方面最佳的连接.

关 键 词:层积木结构  生产工艺  设计方法  连接  抗震性能  破坏模式
收稿时间:2014-08-09

Introduction to a new engineered wood-based product-cross laminated timber and experimental study on cross laminated timber bracket connection
SHEN Yin-lan, MOU Zai-gen, Johannes Schneider, Siegfried F.Stiemer. Introduction to a new engineered wood-based product-cross laminated timber and experimental study on cross laminated timber bracket connection[J]. Chinese Journal of Engineering, 2015, 37(11): 1504-1512. DOI: 10.13374/j.issn2095-9389.2015.11.017
Authors:SHEN Yin-lan  MOU Zai-gen  Johannes Schneider  Siegfried F.Stiemer
Affiliation:1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China;2. China Electronics Engineering Design Institute, Beijing 100840, China;3. Department of Civil Engineering, Faculty of Applied Science, University of British Columbia, Vancouver, B. C. V6T 1Z4, Canada
Abstract:Cross laminated timber(CLT),a new generation of engineered wood-based product,is gaining attention in the North American market,but it has not been introduced and spread in China yet. In the paper,the mechanical properties of CLT are introduced in details,and the production technology,design methods and research progress are summarized as well. What's more,an experimental study on CLT flexible connection in seismic performance is done. The results show that the failure with all fasteners pulled out is disclosed as an ideal ductility failure. Highly nonlinear,stiffness degradation,strength degradation and pinching are illustrated in the hysteresis curves of connection. An excellent connector in ductility and load capacity is presented by test data analysis. 
Keywords:laminated timber structures  production technology  design methods  connection  seismic performance  failure modes
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