https://scholars.lib.ntu.edu.tw/handle/123456789/170633
DC Field | Value | Language |
---|---|---|
dc.contributor | 郭斯傑 | zh-TW |
dc.contributor | Guo, Sy-Jye | en |
dc.contributor | 臺灣大學:土木工程學研究所 | zh-TW |
dc.contributor.author | 童子郡 | zh-TW |
dc.contributor.author | Tong, Zi-Jun | en |
dc.creator | 童子郡 | zh-TW |
dc.creator | Tong, Zi-Jun | en |
dc.date | 2009 | en |
dc.date.accessioned | 2010-07-01T01:10:28Z | - |
dc.date.accessioned | 2018-07-09T20:16:50Z | - |
dc.date.available | 2010-07-01T01:10:28Z | - |
dc.date.available | 2018-07-09T20:16:50Z | - |
dc.date.issued | 2009 | - |
dc.identifier.other | U0001-1507200901244900 | en |
dc.identifier.uri | http://ntur.lib.ntu.edu.tw//handle/246246/187885 | - |
dc.description.abstract | 空軍機庫係我國面臨作戰時,敵對我實施地面轟炸,避免炸彈碎片及爆震波直接傷及無防護措施或暴露於停機坪之戰機與地面人員,並能滿足直接命中或非直接命中之保護;據此,防護機庫為國家空防戰力攻擊防禦及戰備整備之重要軍事設施。軍各基地多處臨近海濱,飛機航電系統之妥善,若無適當掩體阻隔,則易受溫、濕度及鹽分、酸性空氣等因素影響裝備妥善,確有必要於各基地新建防護機庫,以確保我軍裝備壽期及持續戰力之發揮;惟部分基地因現有機庫數量不足,且各機場現有機庫係採拱型開放型RC結構,目前已產生頂、內部鋼筋外露、骨材脫落及地坪風化等現象,肇致飛機露天停放,為維護飛機妥善及減少各型飛機於未來戰爭中之地面損害及戰時飛機防禦之機動性,空軍擬以美軍開發之雙波浪鋼結構之防護機庫取代現階段本軍使用之拱型開放性鋼筋混凝土結構,以有效提升主力戰機戰時存活率。研究係以學術方面切入,透過探討本軍前(93~94年)以改善戰機儲存(放)環境,並考量敵攻擊目標主以跑、滑道為主,對機庫之破壞就成本效益、直接命中率及非直接命中之防炸功能之機率,規劃於台中、嘉義及花蓮以雙波浪鋼板興建計5座簡易型防護機庫,但目前全案暫停(原因不明),故藉此研究了解原因與對本軍運用之效益為何。對空軍目前使用之拱型RC結構機庫、土堆機堡、一般鋼構簡易機庫、雙波浪鋼板機庫及山洞庫研討其特性與優劣點,參酌世界各國防護機庫運用效果及所需防護重點,並配合國家財政情況,從而選出對本軍戰機防護成效最佳之結構,分別就成本、工期及施工效益進行分析比較,從其分析出是否可採推動雙波浪鋼板運用於本軍防護機庫之可行性,據此確實對空軍提升防護效益極具研究探討。 | zh-TW |
dc.description.abstract | Aircraft shelters are the main targets for the enemy attacks at the airport during wartime. In order to reduce the damage to the aircrafts from the direct Air-Strike or indirect explosion debris;The construction of Hardened Aircraft Shelter (HAS)has already become the first priority of Air-Defense subjects for Taiwan. ost of the air bases at Taiwan are close by sea, without the protection by appropriate facility; the “Operational Readiness” of Avionics System will be suffered by the influences of temperature, humidity, salt, and acid rain...etc. Currently some of the bases have to operate the aircrafts on the apron, because of not having sufficient HASs, and tie-bar exposes, and debris shed off, from the roof of shelter. To ensure the Operational Readiness during shelf-life and survivability at war time, referring the newly designed HAS by USAF, and NATO, could be a good connect for reconstruction.This research is base on the following factors, such as storage environment, the probability of (none) direct hit during wartime, Destruction Mode, and Cost Effectiveness, of cost efficiency etc. The objects for analysis include the traditional RC HAS, hangar, underground tunnel, and the new steel arch shelter.inally, consult and deliberate the efficiency and the protection strategy of the HAS around the world, and consider the finance status of country;compare with the investment, period of working days, and benefits, choose one of the best options. | en |
dc.description.tableofcontents | 第一章 緒言......................................... 1.1 研究動機........................................ 1.2 研究目的........................................ 1.3 研究範圍與限制.................................. 2.4 研究方法與流程... .............................. 2二章 文獻回顧..................................... 5.1 防護建築的重要性. .............................. 5.1.1 防護工程基本概念介紹.......................... 5.1.2 防護建築的形式................................ 8.2 各項防護定義與說明............................. 10.2.1 基本防護定義與說明............................10.2.2 混凝土運用於防護設施之種類....................10.2.3 鋼板運用於防護設施之形式......................14.2.4 防護建築對武器對之效應........................16.2.5 現階段防護建築掩體強度設計....................21.3目前機庫堡維護方式...............................31三章 防護機庫的發展與特性... .................... 36.1現行機庫堡構型與戰機統計... .................... 36.1.1機庫的沿革...... ............................. 36.1.2目前機庫的種類................................ 38.1.3目前機庫堡的數量.............................. 41.1.4本研究戰機型式與數量...........................42.2雙波浪鋼板機庫構型與分析........................ 43.2.1什麼是雙波浪鋼板...............................43.2.2雙波浪鋼板的特性...............................43.2.3雙波浪鋼板與RC機庫工期初期分析.................46.2.4我國空軍雙波浪鋼板執行分析.....................46.2.5小結...........................................51四章訪談及問卷調查探討. ......................... 52.1業管人員訪談.................................... 52.1.1業管人員訪談關鍵問題研擬與建立.................52.1.2關鍵問題研擬...................................52.1.3訪談名冊建立...................................53.2訪談過程.........................................54.2.1訪談結果探討與分析. .......................... 54.2.2小結.......................................... 60.3問卷內容設計與調查.............................. 60.3.1問卷內容設計. .... ........................... 60.3.2問卷調查建立.................................. 61.3.3問卷調查.......................................62.3.4問卷統計.......................................63.3.5問卷結果分析與探討.............................63.3.6小結...........................................69.4訪談及問卷結果綜合探討...........................69.5空軍構建適用性防護機庫探討.......................70五章 結論與建議...................................71.1 研究結論....................................... 71.2 研究建議....................................... 72.3後續研究方向.....................................73考文獻............................................74 | en |
dc.format.extent | 2187776 bytes | - |
dc.format.mimetype | application/pdf | - |
dc.language | zh-TW | en |
dc.language.iso | en_US | - |
dc.subject | 防護成效 | zh-TW |
dc.subject | 雙波浪鋼板 | zh-TW |
dc.subject | HAS | en |
dc.subject | Corrugated Steel | en |
dc.title | 以雙波浪鋼板運用於空軍機庫防護之成效分析 | zh-TW |
dc.title | The effect analysis of Corrugated Steel plate to use for Aircraft Shelters of protection R.O.C Air Force | en |
dc.type | thesis | en |
dc.identifier.uri.fulltext | http://ntur.lib.ntu.edu.tw/bitstream/246246/187885/1/ntu-98-P95521712-1.pdf | - |
item.fulltext | with fulltext | - |
item.openairetype | thesis | - |
item.languageiso639-1 | en_US | - |
item.openairecristype | http://purl.org/coar/resource_type/c_46ec | - |
item.grantfulltext | open | - |
item.cerifentitytype | Publications | - |
Appears in Collections: | 土木工程學系 |
File | Description | Size | Format | |
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ntu-98-P95521712-1.pdf | 23.32 kB | Adobe PDF | View/Open |
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