簡易檢索 / 詳目顯示

研究生: 黃瑀昕
Yu-Hsin Huang
論文名稱: 國產材直交集成板之抗彎強度及材積使用效率比較
Comparison of Flexural Strength and Volume Efficiency of Various Taiwan domestic Cross-Laminated Timber
指導教授: 蔡孟廷
Meng-ting, Tsai
口試委員: 林慶元
Ching-Yuan Lin
彭雲宏
Yeng-Horng Perng
學位類別: 碩士
Master
系所名稱: 設計學院 - 建築系
Department of Architecture
論文出版年: 2022
畢業學年度: 110
語文別: 中文
論文頁數: 82
中文關鍵詞: 直交集成板四點抗彎試驗剛性值抗彎強度國產材積使用效率
外文關鍵詞: Cross-Laminated Timber, four-point bending test, stiffness value, bending strength, volume efficiency of various Taiwan domestic Cross-Laminated Timber
相關次數: 點閱:291下載:0
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報

在本次試驗中,我們研究國產直交集成板(Cross-Laminated Timber,CLT)之抗彎強度及在建築構造上之性能分析,透過膠合及分等,也有效控制CLT之品質並減少變異性。除此之外,依據樹種選擇、品質要求以及規格尺寸、價格等,來更有效使用直交集成板材積之適用範圍。本研究使用(Taiwania, Taiwania cryptomerioides)及柳杉(Japanese Cedar, Cryptomeria japonica)等2種不同的國產木材於CLT應用,膠合製成5層5單片的同等級和異等級之CLT。透過弱軸層和強軸層方向之強度設計以及四點抗彎試驗,求得之CLT直交集成板材載重、位移與變形剛性值,利用計算分析載重變形關係,進而進行等值EI和試驗及理論剛性數值分析比較,來驗證與探討分等膠合後的CLT交集成板材之樹種性質、集成元、破壞強度等。初步研究分析結果為:可知柳杉抗彎強度大於台灣杉;集成元之寬度較寬者於抗彎強度有較佳之表現;在弱軸方向之集成元及側拼接合對於整體抗彎勁度的影響較小;有無防腐處理之CLT板材在建築之成本上係佔為考量因素。


In this research, we investigate the bending strength of domestic Cross-Laminated Timber (CLT) and its compatibility to all types of building structures, also demonstrate how to control CLT’s quality and reduce its variation, by using gluing technique and applying lamina mechanical testing to sort its level. additionally, provide the knowledge of how quality of wood, wood measurement, wood selection and pricing effect the applicability of CLT. To begin with the experiment, Taiwania and Japanese Cedar are two main types of woods we will be examine for their applicability in CLT forms. Both woods are sliced and glued into 5-layer-5ply homogeneous and heterogeneous grade CLT. After the preparation, we start the examination of major and minor strength direction’s strength design, and the four-point bending test method, in the end calculate the weight, displacement and deformation stiffness value of CLT. Using the calculated result to analyze the load-deformation relationship of CLT, then further proceed to equivalent EI experiment and comparative analysis of theoretical stiffness numerical value, to discover and validate graded CLT’s characteristic, integrated element and breaking strength. In conclusion, all the experiments have confirmed following information: Japanese Cedar has stronger bending strength than Taiwania; Thicker lamina has better bending strength capacity; Lamina in minor strength direction and splice joint method have low effect to overall bending strength; CTL with or without anticorrosion treatment can affect the total budget cost of construction.

目錄 摘要 I ABSTRACT II 致謝 III 目錄 IV 圖目錄 VII 表目錄 X 第一章 緒論 1 1.1研究背景與動機 1 1.2研究目的 2 1.3研究方法與步驟 3 第二章 文獻回顧 4 2.1集成元 4 2.2直交集成板 5 2.3抗彎試驗 7 2.4等值彈性模數 10 2.5集成元寬度對CLT抗壓強度之預測 11 2.6等值強度曲線 13 2.7不同樹種的直交集成木材之抗彎 15 第三章 研究方法與試驗規劃結果 16 3.1研究方法 16 3.2直交集成板製作 17 3.3試驗材料規劃 20 3.4四點抗彎試驗配置 24 3.5試驗設備規劃 26 3.6試驗結果 29 第四章 試驗過程與成果分析 38 4.1四點抗彎強度試驗評估及結果 38 4.2柳杉與台灣杉比較與結果 46 4.3同等級側拼接比較與結果 49 4.4弱軸層比較與結果 51 4.5集成元寬度2 BY 4、2 BY 6比較與結果 53 4.6直交集成板材積使用效率比較 56 4.7材積使用效率綜合比較 60 第五章 總結與討論 61 5.1總結 61 5.2後續研究建議 63 文獻參考 64  

中文文獻
[C1]CNS 16114直交集成板,經濟部標準檢驗局ֽ,2019。
[C2]王松永(2018)木材物理學:強度性質篇。新學林出版社。
[C3]林志憲。國產材於直交集成板之製造及其工程性能評估,2020。
[C4]周維理。以抗彎試驗推導鋼木組合樑之完全彈塑性模型與位移之韌性容量比,2022。
[C5]木構造建築物設計及施工技術規範
[C6]常用國產材應用於公共工程參考手冊 Domestic Wood 行政院農業委員會林務局 FORESTRY BUREAU C.O.A, 2022。
日文文獻
[J1]木質構造設計規準·同解說,日本建築學會, 2006
英文文獻
[E1]CLT Handbook (USA Edition), FPInnovations, 2013
[E2]BS EN 16351 (2015) Timber structures Cross laminated timber Requirements. European Committee for Standardization, Brussels.
[E3]BS EN 408 (2010) Timber structures-structural timber and glued laminated timber-determination of some physical and mechanical properties. European Committee for Standardization, Brussels.
[E4]BS EN 384 (2010) Structural timber-determination of characteristic values of mechanical
[E5]C. Comité Européen de Normalisation, EN 12512—ISO/DIS 16670. European standard = ISO standard. Timber structures. Test methods. Cyclic testing of joints made with mechanical fasteners. Brussels, 2001

[E6]Sung-Jun Pang, Gi Young Jeong,Effects of combinations of lamina grade and thickness, and span-to-depth ratios on bending properties of cross-laminated timber (CLT) floor,Construction and Building Materials,Volume 222,2019,Pages 142-151,ISSN 0950-0618,
[E7]Oh, JK., Lee, JJ. & Hong, JP. Prediction of compressive strength of cross-laminated timber panel. J Wood Sci 61, 28–34 (2015).
[E8]Weidong Lu, Jiahui Gu, Bibo Wang, "Study on Flexural Behavior of Cross-Laminated Timber Based on Different Tree Species", Advances in Materials Science and Engineering, vol. 2019, Article ID 1728258, 8 pages, 2019.
[E9]Rakhshanimehr, Mehrollah & Esfahani, M. Reza & Kianoush, Reza & Mohammadzadeh, B. & Mousavi, Seyed Roohollah. (2014). Flexural ductility of reinforced concrete beams with lap-spliced bars. Canadian Journal of Civil Engineering. 41. 10.1139/cjce-2013-0074.
[E10]APA – The Engineered Wood Association (2019) Standard for performance-rated cross-laminated timber. ANSI/APA PRG 320. Tacoma, WA, U.S.A.
[E11]Kyle Sullivan, Thomas H. Miller, Rakesh Gupta,Behavior of cross-laminated timber diaphragm connections with self-tapping screws,Engineering Structures,Volume 168,2018,Pages 505-524,ISSN 0141-0296,
[E12]Minjuan He, Xiaofeng Sun, Zheng Li,Bending and compressive properties of cross-laminated timber (CLT) panels made from Canadian hemlock,Construction and Building Materials,Volume 185,2018,Pages 175-183,ISSN 0950-0618.
[E13]Pang, SJ., Oh, JK., Hong, JP. et al. Stochastic model for predicting the bending strength of glued-laminated timber based on the knot area ratio and localized MOE in lamina. J Wood Sci 64, 126–137 (2018).

[E14]Richard, Nicolas & Daudeville, Laurent & Prion, Helmut & Lam, Frank. (2002). Timber shear walls with large openings: Experimental and numerical prediction of the structural behaviour. Canadian Journal of Civil Engineering. 29. 713-724. 10.1139/L02-050.
[E15]Li, Hao & Wang, Libin & Wei, Yang & Wang, Brad & Jin, Hui. (2021). Bending and shear performance of cross-laminated timber and glued-laminated timber beams: A comparative investigation. Journal of Building Engineering. 45. 103477. 10.1016/j.jobe.2021.103477.
[E16]Zhiqiang Wang, Meng Gong, Ying-Hei Chui,Mechanical properties of laminated strand lumber and hybrid cross-laminated timber,Construction and Building Materials,Volume 101, Part 1,2015,Pages 622-627,ISSN 0950-0618.
[E17]Aicher, Simon, et al. "Hybrid cross-laminated timber plates with beech wood cross-layers." Construction and Building Materials, vol. 124, 15 Oct. 2016, pp. 1007+.
[E18]Betti, Michele, et al. "Comparison of newly proposed test methods to evaluate the bonding quality of Cross-Laminated Timber (CLT) panels by means of experimental data and finite element (FE) analysis." Construction and Building Materials, vol. 125, 30 Oct. 2016, pp. 952+.
[E19]J.W.G.Van De Kuilen, A. Ceccotti, Zhouyan Xia, Minjuan He, Very Tall Wooden Buildings with Cross Laminated Timber, Procedia Engineering, Volume 14, 2011, Pages 1621-1628, ISSN 1877-7058.
[E20]Pang, SJ., Shim, KB. & Kim, KH. Effects of knot area ratio on the bending properties of cross-laminated timber made from Korean pine. Wood Sci Technol 55, 489–503 (2021).

[E21]Sung-Jun Pang, Kyung-Sun Ahn, Seok-man Jeong, Gun-Cheol Lee, Hyeon Soo Kim, Jung-Kwon Oh, Prediction of bending performance for a separable CLT-concrete composite slab connected by notch connectors, Journal of Building Engineering, Volume 49, 2022, 103900, ISSN 2352-7102,
[E22]Mohd Yusof, N., Md Tahir, P., Lee, S.H. et al. Mechanical and physical properties of Cross-Laminated Timber made from Acacia mangium wood as function of adhesive types. J Wood Sci 65, 20 (2019).
[E23]Zirui Huang, Dongsheng Huang, Ying-Hei Chui, Yurong Shen, Hossein Daneshvar, Baolu Sheng, Zhongfan Chen, Modeling of Cross-Laminated Timber (CLT) panels loaded with combined out-of-plane bending and compression, Engineering Structures, Volume 250, 2022, 113335, ISSN 0141-0296
[E24]Steiger, René & Gülzow, Arne & Czaderski, Christoph & Howald, Martin & Niemz, Peter. (2012). Comparison of bending stiffness of cross-laminated solid timber derived by modal analysis of full panels and by bending tests of strip-shaped specimens. European Journal of Wood and Wood Products. 70. 141-153. 10.1007/s00107-011-0521-7.
[E25]Christovasilis, I.P., et al. "Evaluation of the mechanical properties of cross laminated timber with elementary beam theories." Construction and Building Materials, vol. 122, 30 Sept. 2016, pp. 202+.
網路資料
國家林產技術平台:
https://www.cwcba-wqac.org.tw/forest-tech/index.php?action=resources-detail&id=67
我們的島
https://ourisland.pts.org.tw/content/7744

無法下載圖示 全文公開日期 2024/08/25 (校內網路)
全文公開日期 2024/08/25 (校外網路)
全文公開日期 2024/08/25 (國家圖書館:臺灣博碩士論文系統)
QR CODE