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| 題 名 | 臺北捷運萬大-中和-樹林線(第2期工程)CQ891標捷運疊式高架橋於轉彎段路口處墩柱配置考量=Consideration of Pier Configuration at Turn Section Intersection for Taipei MRT Wanda-Zhonghe-Shulin Line (Phase 2 Project) CQ891 Viaduct Bridge |
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| 作 者 | 嚴和熙; 周易陵; 陳則銘; | 書刊名 | 中興工程 |
| 卷 期 | 167 2025.04[民114.04] |
| 頁 次 | 頁(M)1-(M)7 |
| 分類號 | 442.96 |
| 關鍵詞 | 萬大二期; 橋梁結構; 鋼橋墩; 疊式高架橋; 施工中服務; Wanda phase 2; Bridge structure; Steel bridge pier; Viaduct bridge; On-site construction services; |
| 語 文 | 中文(Chinese) |
| 中文摘要 | 台北捷運萬大—中和—樹林線(第 2 期工程)CQ891 標,目前正於施工進行中,本文將針對施工中服務面 臨現場施工疑義之基礎及橋梁墩柱結構配置進行探討說明。第二節簡述說明台北捷運萬大—中和—樹林線第二期 工程。第三節主要說明於施工中面臨現場狀況之橋墩議題及如何調整結構並與其他專業界面組協調解決問題,以 鋼橋墩 P1401 ~ P1403 及 RC 橋墩 P1616 ~ P1622 設計案為例;最後於第四節結論與建議,歸納本文橋梁結構 於施工中面臨之議題探討及後續設計精進建議。 |
| 英文摘要 | The Taipei MRT Wanda-Zhonghe-Shulin Line Phase 2 Project CQ891 is currently under construction. This paper discusses and explains the foundation and bridge pier structural configuration considerations for addressing on-site construction ambiguities. Chapter 2 provides a brief overview of the Taipei MRT WandaZhonghe-Shulin Line Phase 2 Project. Chapter 3 primarily discusses bridge pier issues encountered during construction and how structural adjustments were made, along with coordination with other professional interfaces to resolve problems, using design cases such as steel bridge piers P1401~P1403 and RC bridge piers P1616~P1622. Finally, Chapter 4 summarizes conclusions and recommendations, summarizing the discussion of issues faced by bridge structures during construction and providing suggestions for future design improvements. |
本系統中英文摘要資訊取自各篇刊載內容。