{"title":"Salvaged lumber for structural mass timber panels: manufacturing and testing","authors":"R. Arbelaez, L. Schimleck, Arijit Sinha","doi":"10.22382/wfs-2020-016","DOIUrl":null,"url":null,"abstract":"Portland, OR, was the first US city to implement a deconstruction ordinance in 2016. Although salvaged lumber can have a high demand, the market for small-sized lumber from deconstructed dwellings is near saturation. New applications for this material are required for market development, industry diversification, and increasing deconstruction practices. Mass timber products such as cross-laminated timber (CLT) could be a new market for this material, but presently there is minimal information qualifying the performance of mass timber panels made with salvaged lumber. Three, full-sized 3-ply experimental layups, with varying amounts of salvaged/recycled wood content, were manufactured and tested to characterize panel properties. Manufacturing processes and testing methods followed ANSI/APA PRG 320-2018; Standard for Performance Rated Cross-Laminated Timber. Each panel layup had three replicates for nine panels in total. Panels measured 1.1 m by 2.3 m by 3 plys, and test results were used to calculate the effective flatwise bending moment resistance (( F b S ) eff ), effective flatwise bending stiffness ((EI) eff ) effective shear stiffness in flatwise bending ((GA) eff ), flatwise shear resistance (V s ), percent wood failure (WF%), and percent delamination (Delamination %). Results were compared with E3 grade 3-ply CLT panels made in the United States and indicated that salvaged lumber could be used as feedstock for mass timber panels in core layers or all layers. All panel layups passed benchmarks for ( F b S ) eff and (EI) eff benchmarks with values greater than PRG320. Panels having salvaged lumber in core layer also met V s benchmarks. Furthermore, all panels passed examination for WF% but struggled to meet delamination requirements. Possibilities exist for better performance if panels were made in a commercial setting. This research shows salvaged lumber has promise for manufacturing structural CLT, but more research and a larger samples size is needed to verify findings.","PeriodicalId":23620,"journal":{"name":"Wood and Fiber Science","volume":"52 1","pages":"178-190"},"PeriodicalIF":0.8000,"publicationDate":"2020-04-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Wood and Fiber Science","FirstCategoryId":"88","ListUrlMain":"https://doi.org/10.22382/wfs-2020-016","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"FORESTRY","Score":null,"Total":0}
引用次数: 5
Abstract
Portland, OR, was the first US city to implement a deconstruction ordinance in 2016. Although salvaged lumber can have a high demand, the market for small-sized lumber from deconstructed dwellings is near saturation. New applications for this material are required for market development, industry diversification, and increasing deconstruction practices. Mass timber products such as cross-laminated timber (CLT) could be a new market for this material, but presently there is minimal information qualifying the performance of mass timber panels made with salvaged lumber. Three, full-sized 3-ply experimental layups, with varying amounts of salvaged/recycled wood content, were manufactured and tested to characterize panel properties. Manufacturing processes and testing methods followed ANSI/APA PRG 320-2018; Standard for Performance Rated Cross-Laminated Timber. Each panel layup had three replicates for nine panels in total. Panels measured 1.1 m by 2.3 m by 3 plys, and test results were used to calculate the effective flatwise bending moment resistance (( F b S ) eff ), effective flatwise bending stiffness ((EI) eff ) effective shear stiffness in flatwise bending ((GA) eff ), flatwise shear resistance (V s ), percent wood failure (WF%), and percent delamination (Delamination %). Results were compared with E3 grade 3-ply CLT panels made in the United States and indicated that salvaged lumber could be used as feedstock for mass timber panels in core layers or all layers. All panel layups passed benchmarks for ( F b S ) eff and (EI) eff benchmarks with values greater than PRG320. Panels having salvaged lumber in core layer also met V s benchmarks. Furthermore, all panels passed examination for WF% but struggled to meet delamination requirements. Possibilities exist for better performance if panels were made in a commercial setting. This research shows salvaged lumber has promise for manufacturing structural CLT, but more research and a larger samples size is needed to verify findings.
俄勒冈州波特兰是2016年第一个实施解构条例的美国城市。虽然回收木材有很高的需求,但从解构住宅中提取的小型木材的市场已经接近饱和。这种材料的新应用是市场发展、行业多样化和越来越多的解构实践所需要的。大量木材产品,如交叉层压木材(CLT)可能是这种材料的新市场,但目前很少有资料证明用回收木材制成的大量木材板的性能。三种全尺寸的三层实验铺层,具有不同数量的回收/回收木材含量,制造和测试了面板特性。制造工艺和测试方法遵循ANSI/APA PRG 320-2018;性能等级交叉层压木材标准。每个面板铺设有3个重复,共9个面板。面板尺寸为1.1 m × 2.3 m × 3层,测试结果用于计算有效的平面弯矩阻力((F b S) eff)、有效的平面弯曲刚度((EI) eff)、有效的平面弯曲剪切刚度((GA) eff)、平面剪切阻力(V S)、木材破坏百分比(WF%)和分层百分比(delamination %)。结果与美国E3级三层CLT板进行了比较,表明回收木材可作为芯层或全层厚木板的原料。所有面板层叠都通过了大于PRG320的(F b S) eff和(EI) eff基准测试。在芯层中回收木材的面板也达到了V的基准。此外,所有面板都通过了WF%的检查,但难以满足分层要求。如果在商业环境中制造面板,则有可能获得更好的性能。这项研究表明,回收木材有希望制造结构CLT,但需要更多的研究和更大的样本量来验证研究结果。
期刊介绍:
W&FS SCIENTIFIC ARTICLES INCLUDE THESE TOPIC AREAS:
-Wood and Lignocellulosic Materials-
Biomaterials-
Timber Structures and Engineering-
Biology-
Nano-technology-
Natural Fiber Composites-
Timber Treatment and Harvesting-
Botany-
Mycology-
Adhesives and Bioresins-
Business Management and Marketing-
Operations Research.
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