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題 名 | 內湖線CB424標地下排水箱涵施工=Construction of Underground Dewatering Culverts in Neihu Line Contract CB424B |
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作 者 | 陳俊榮; 吳聰易; | 書刊名 | 捷運技術 |
卷 期 | 40 2009.07[民98.07] |
頁 次 | 頁240-251 |
專 輯 | 內湖線捷運系統 |
分類號 | 442.96 |
關鍵詞 | 進度管理控制; 防汛期; Progress control; Prevent flood duration; |
語 文 | 中文(Chinese) |
中文摘要 | 捷運內湖線CB424標高架橋工程需先遷移道路中央下方既有雙孔地下排水箱涵與管涵至道路兩側,以利高架橋基礎施工;由於內湖人口成長快速、交通流量大,而康寧路三段道路又十分狹窄(既有道路寬度僅20公尺,經人行道削減後增為21公尺),全線地下管線錯綜複雜,且既有箱涵與新建箱涵有部分交錯重疊,加上施工期間又受防汛期不得施工(僅每年12月1日至翌年4月30日得以施工)及交通尖峰時間不得佔據道路開挖出土、澆灌混凝土等等限制,故整個箱涵改建歷時約兩年半,在此種種外在條件障礙下,箱涵施工過程倍為艱辛。 |
英文摘要 | In the elevated bridge construction of Subcontract CB424 of NEI-HU Line project, the existing di-plopore drainage slab culvert and the tube underneath KangNing road should be moved to both sides of the road before constructing the viaduct foundation of bridge. When moving the existing underground facility, DORTS experienced an extremely difficult construction period due to rapid population growth, heavy traffic flow, narrow roads, and complicated underground utility ducts in Neihu. In addition, the limited construction period from December 1 to April 30 each year and no construction during flood season also added to the difficulty of the project. |
本系統中英文摘要資訊取自各篇刊載內容。