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  • 學位論文

FRP構件於緊急救災便橋應用之研究

A Study of the temporary bridge for emergency relief with FRP Components

指導教授 : 李有豐
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摘要


本論文係將纖維強化高分子(Fiber Reinforced Plastic, FRP)複合材料構件應用於緊急救災便橋,並依選址後之現地需求,進行FRP緊急救災人行便橋及FRP緊急救災車行便橋之評估與設計。藉由收集既有臨時救災便橋之資料,探討救災便橋之優缺點,並提出質量輕、強度高、耐候性佳且容易存放的FRP型式之緊急救災便橋。本論文所提出之緊急救災便橋,分別為人行便橋及車行便橋兩種,FRP緊急救災人行便橋係吊橋形式,分別由鋼纜、FRP橋面版、FRP棒及FRP構架組合而成。利用結構分析軟體SAP2000進行數值模擬,數值模型確認無誤後,則進行數種不同型式的力量加載,以模擬真實載重。將各型式數值模擬結果進行評估,並提出最佳型式之FRP緊急救災人行便橋。FRP救災車行便橋主要以FRP梁-版系統為上部結構,進行不同跨距的數值模擬。藉由現行公路橋梁設計規範進行設計。期望規劃出模組化之緊急救災車行便橋供緊急災害救助時使用。

並列摘要


This study presents Fiber Reinforced Plastic (FRP) composite components used in temporary bridge for emergency relief. There are some advantages of FRP, including light weight, high strength, weather resistance and easy storage, making FRP suitable for temporary bridge. There are two types of FRP temporary bridge in this study. First type is pedestrian bridge. Second type is vehicular bridge. The pedestrian bridge is suspension bridge made by the cable, FRP deck, FRP bar and FRP frame. Use SAP2000 to establish the numerical model. Load several different types of loads to simulate the real load and check the safety factor. Finally, make the FRP suspension bridge. The vehicular bridge use FRP beam-deck system as superstructure. Use SAP2000 to establish the numerical model. Establish the numerical model of different spans. The type of the load is according to the design of bridge code. Then check the safety factor. Finally, make the best type of FRP vehicular bridge.

參考文獻


[37] 洪明中,CFRP棒應用於高強度混凝土梁之力學行為探討與耐久性之研究,碩士論文,國立臺北科技大學土木與防災技術研究所,2008。
[28] 甘淑婷,混編纖維複合梁構件之三點抗彎實驗及力學行為探討,碩士論文,國立臺北科技大學土木與防災技術研究所,2011。
[34] 余忠政,FRP構件物理及化學結合剪力強度之研究,碩士論文,國立臺北科技大學土木與防災技術研究所,2011。
[33] 吳嘉濠,FRP橋面版構件於三點抗彎實驗與有限元素分析之研究,碩士論文,國立臺北科技大學土木與防災技術研究所,2011。
[5] Czaderski, C. and Rabinovitch, O.(2010), "Structural behavior and inter-layer displacements in CFRP plated steel beams – Optical measurements, analysis, and comparative verification," Composites: Part B, Vol. 41, pp. 276–286

延伸閱讀


  • 徐文娟、李有豐、徐增興、邱佑宗(2013)。FRP緊急救災人行便橋之可行性研究中華防災學刊5(2),221-232。https://www.airitilibrary.com/Article/Detail?DocID=20784880-201308-201309120003-201309120003-221-232
  • 林嘉禾(2013)。折疊式救災輕便橋之研究與開發〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-2207201315013300
  • 李有豐、郭育汝、廖宥榛、邱佑宗(2017)。模組式GFRP防洪板設計分析與試驗之研究中華防災學刊9(1),5-15。https://www.airitilibrary.com/Article/Detail?DocID=20784880-201702-201703200008-201703200008-5-15
  • 賴永豐、康思敏、周忠仁、蘇鼎鈞、相木克介、林幹朗、和田幸一郎(2003)。FRP纖維筋混凝土在潛盾鏡面壁之應用地工技術(97),57-66。https://doi.org/10.30140/SG.200309.0006
  • Tabsh, S. W., & Najm, H. (2012). Bridge Structures. Advances in Civil Engineering, 2012(), 408-409. https://doi.org/10.1155/2012/912612