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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 張豐丞(Feng-Cheng Chang) | |
dc.contributor.author | Tsai-Po Chien | en |
dc.contributor.author | 簡才博 | zh_TW |
dc.date.accessioned | 2021-06-17T03:13:15Z | - |
dc.date.available | 2023-07-26 | |
dc.date.copyright | 2018-07-26 | |
dc.date.issued | 2017 | |
dc.date.submitted | 2018-07-12 | |
dc.identifier.citation | 中國國家標準CNS 6719(2005)木材釘著力試驗法。經濟部標準檢驗局。
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dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/69338 | - |
dc.description.abstract | 本研究使用國產柳杉人工林疏伐木為原料,以金屬連接件接合方式集合成各種形式斷面之組合樑,並對其應用於建築結構之性能加以分析驗證,以期能發展出輕量及高性能之工程用構造元件。研究結果指出,木質組合樑以金屬連接件方式進行接合,自攻螺釘的釘著力與最大剪斷力皆高於鋼釘的釘著力與最大剪斷力,且無論鋼釘或自攻螺釘,弦切面的釘著力約等於徑切面的釘著力,橫切面的釘著力則最小。當金屬連接件距離增加(釘距大於10 cm),整體平均最大剪斷力隨之降低,顯示出木質組合樑設計金屬連接件之釘距愈大,金屬連接件提供抵抗木材構件間滑移變形之性能無加總效應。從實尺寸組合樑之抗彎試驗,II字型與口字形之抗彎強度高於工字型之抗彎強度,而II字型與口字型的樑腹設計位置對於最大載重能力並無顯著差異;另外,有無膠合劑補強之抗彎試驗,添加膠合劑有顯著提升最大載重能力;上樑翼等級、樑腹等級對於抗彎性質無影響,下樑翼等級則有影響;金屬連接件間距30至50 cm對於組合樑抗彎性質無差異,但間距大於50 cm則有下降趨勢。整體來說,膠合自攻螺釘組合樑之膠合劑提供整體結構的剛性,自攻螺釘提供結構系統的延展性。 | zh_TW |
dc.description.abstract | To analyze and evaluate mechanical performances of built-up beams which be applied in building structure and becomes more light and high ability in engineering. The study takes plantation Cryptomeria japonica as main ingredients, and cooperates with metal connectors to design three type of designed cross-sections.
The results indicate that (1) the withdrawal resistances and the maximum shear force of self-tapping screw are higher than steel nail; (2) the withdrawal resistance of tangential surface as same as radial surface, but higher than cross surface. In addition, when using two connectors, the maximum shear force was higher than using single connector, but the maximum shear force decreased with increasing spacing between two connectors. When the spacing between two connectors are more than or equal to 10 cm, the shear resistance shows nonsignificant difference between using two connectors and single connector. Showing no additive effect on the shear resistance if the spacing between connectors was excessive. Moreover, double I-beams and box beams showed that higher load-bearing capacity and bending strength than those of I-beams. The load-bearing capacity of double I-beam and box beam are nonsignificant. Also, the result of using RF resin shows that the maximum load of glued-screw I-beams and I-beams are significant difference. The levels of top flanges and webs are no significant effect on mechanical properties in bending, whereas the levels of bottom flanges showed significant effect on mechanical properties in bending. In addition, there are no significant difference among groups of different spacing between connectors from 30 to 50 cm, but bending strength will decrease gradually when spacing over 50 cm. To sum up, glue increased rigidity and self-tapping screws provided ductility for built-up beam structure system. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T03:13:15Z (GMT). No. of bitstreams: 1 ntu-106-R04625014-1.pdf: 13635232 bytes, checksum: 2a8f5dc56ca48a0e122dddb3b4ef869a (MD5) Previous issue date: 2017 | en |
dc.description.tableofcontents | 致 謝 i
摘 要 ii Abstract iii 目 錄 v 圖目錄 viii 表目錄 xi 第一章 前 言 1 1.1研究背景 1 1.2研究架構 4 第二章 文獻回顧 5 2.1 木質組合樑之力學分析 5 2.2 木質組合樑之接合性質 7 2.2.1木材基本性質之影響 8 2.2.2釘子或螺釘規格之影響 9 2.2.3釘入間距之影響 9 2.2.4釘入角度之影響 10 2.2.5釘接處有無膠合劑補強之影響 10 2.2.6釘入時間之影響 11 2.2.7小結 11 2.3木質組合樑之部件性質 11 2.3.1樑翼之影響 12 2.3.2樑腹之影響 13 2.3.3樑翼與樑腹加工之影響 13 2.3.4小結 14 2.4木質組合樑抗彎性能與破壞模式 15 2.5工字樑與集成樑、實木樑抗彎性能之比較 18 2.6文獻回顧總結 19 第三章 釘著與局部剪斷探討 21 3.1材料 21 3.1.1柳杉 21 3.1.2金屬連接件 21 3.1.3膠合劑 22 3.2局部接合強度試驗 22 3.2.1木材金屬連接件釘著力試驗 22 3.2.2組合樑局部接合剪斷試驗 23 3.3結果與討論 25 3.3.1木材金屬連接件釘著力試驗 25 3.3.2組合樑局部接合剪斷試驗 28 第四章 組合樑之靜曲性能 37 4.1材料與方法 37 4.1.1柳杉 37 4.1.2金屬連接件 37 4.1.3膠合劑 38 4.2組合樑組裝 38 4.3組合樑抗彎試驗 42 4.4結果與討論 50 4.4.1組合樑之最大載重比較 50 4.4.2組合樑之彈性模數 56 4.4.3組合樑之抗彎強度 60 4.4.4組合樑之等效均布載重 69 4.4.5組合樑之剪應力 70 4.4.6破壞模式 79 第五章 結論 91 5.1釘著與局部剪斷探討 91 5.2組合樑之靜曲性能 91 5.3未來工作建議 93 參考文獻 94 附錄 103 數位影像於應變測量之應用 103 第一章 原理 103 第二章 材料與方法 104 第三章 結果與討論 105 第四章 結論 109 第五章 致謝 109 第六章 參考文獻 109 | |
dc.language.iso | zh-TW | |
dc.title | 柳杉造林木釘接組合樑之研發 | zh_TW |
dc.title | Research and Development for Built–Up Beam Using Plantation Wood of Japanese Cedar | en |
dc.type | Thesis | |
dc.date.schoolyear | 106-2 | |
dc.description.degree | 碩士 | |
dc.contributor.coadvisor | 楊德新,蔡孟廷 | |
dc.contributor.oralexamcommittee | 王松永,葉民權 | |
dc.subject.keyword | 抗彎強度,接合強度,組合樑,柳杉,自攻螺釘, | zh_TW |
dc.subject.keyword | bending strength,bond strength,built-up beam,Japanese ceder,self-tapping screw, | en |
dc.relation.page | 110 | |
dc.identifier.doi | 10.6342/NTU201801493 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2018-07-12 | |
dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
dc.contributor.author-dept | 森林環境暨資源學研究所 | zh_TW |
顯示於系所單位: | 森林環境暨資源學系 |
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