{"title":"The Effect of Scarf-jointed Veneer on Mechanical Performance of Thick Plywood","authors":"T. Shibusawa, Junji Toda, N. Tanikawa","doi":"10.2488/JWRS.62.73","DOIUrl":null,"url":null,"abstract":"For the purpose of effectively utilizing low quality logs of short length, 24 mm-thick, 9-layer 9-ply plywood was produced with longitudinal scarf joint at the center of the strong-axis veneer. The effects of lamination number and arrangement of the veneer-joints on mechanical properties are discussed. Sugi (Cryptomeria japonica D. Don) was used for the veneer and hot-melt adhesive was used for longitudinal joints. A tendency for lowered bond quality was observed with increasing number of veneers with a longitudinal joint. Bending performance of specimens with longitudinal joints in face and back layers decreased significantly. The performance of plywood without longitudinal joints in face and back layers did not show a significant decrease and met the requirements of the JAS standard for structural plywood. The efficiency of veneer joints was calculated with parallel-ply theory. The efficiency for the layup where all strong-axis veneers were jointed showed the lowest values ; 60% for bending stiffness and 35% for bending strength. From the above findings, it was concluded that thick plywood with longitudinally jointed veneer can have practicable bending performance, if the longitudinal joints of veneer are restricted to the inner layers.","PeriodicalId":17248,"journal":{"name":"Journal of the Japan Wood Research Society","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2016-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the Japan Wood Research Society","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2488/JWRS.62.73","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
For the purpose of effectively utilizing low quality logs of short length, 24 mm-thick, 9-layer 9-ply plywood was produced with longitudinal scarf joint at the center of the strong-axis veneer. The effects of lamination number and arrangement of the veneer-joints on mechanical properties are discussed. Sugi (Cryptomeria japonica D. Don) was used for the veneer and hot-melt adhesive was used for longitudinal joints. A tendency for lowered bond quality was observed with increasing number of veneers with a longitudinal joint. Bending performance of specimens with longitudinal joints in face and back layers decreased significantly. The performance of plywood without longitudinal joints in face and back layers did not show a significant decrease and met the requirements of the JAS standard for structural plywood. The efficiency of veneer joints was calculated with parallel-ply theory. The efficiency for the layup where all strong-axis veneers were jointed showed the lowest values ; 60% for bending stiffness and 35% for bending strength. From the above findings, it was concluded that thick plywood with longitudinally jointed veneer can have practicable bending performance, if the longitudinal joints of veneer are restricted to the inner layers.
为了有效地利用低质量的短原木,制作了24毫米厚的9层9层胶合板,在强轴贴面的中心采用纵向围巾接缝。讨论了层数和贴面接缝排列对力学性能的影响。贴面采用杉木(Cryptomeria japonica D. Don),纵向接缝采用热熔胶。随着纵向接缝贴面数量的增加,粘结质量有降低的趋势。面、后两层纵缝试件的抗弯性能明显下降。正面和背面无纵向接缝的胶合板性能没有明显下降,符合JAS结构胶合板标准要求。采用平行铺层理论计算了单板接缝的效率。所有强轴贴面拼接的铺层效率最低;抗弯刚度60%,抗弯强度35%。综上所述,当单板的纵向接缝仅限于内层时,具有纵向接缝的厚胶合板具有切实可行的抗弯性能。