Page 67 - 捷運技術 第60期
P. 67

57




 wall to the perimeter steel columns. Moreover, due to lack of relevant construction   壹、前言
 experience about C-PSW/CF, Mock-Up testing was conducted to ensure quality   4 層至地上 2 樓係與機場捷運 A1 台
 assurance and control of steel and concrete works. In terms of analytical part,   北車站共構,且已於民國 105.04.14
 through carrying out elasto-plastic analyses of 11 sets of ground motion located   一、基地位置及現況  完工,民國106.03.02正式通車營運。
 adjacent to the construction site, it was secured that both C1 and D1 towers exhibit   本案為臺北市政府西區門戶計  本案歷經 15 年,6 次徵選投資
 excellent structural performance under various earthquake levels, with the ductility   畫的重點計畫之一,基地位於臺北  人,最終由藍天集團與宏匯集團各
 mechanisms of their components satisfying the performance expectations. In order   車站特定專用區內,如圖 1 所示,  投資 50% 成立台北雙星,為開發、
 to further minimize the impact on the airport MRT station and improve the retrofit
 constructability, the preferred strategy adopts altering the force transfer path and   C1 及 D1(東半街廓)基地面積分  建設及經營「臺北市西區門戶 C1 /
 identifying suitable retrofit locations.  別約 13,078 平方公尺及 18,515 平方  D1 計劃」的專案公司。
 The slurry wall, piles, and foundation are integrated into a type similar to that of a   公尺,C1 / D1 聯合開發大樓地下
 caisson foundation. A three-dimensional equivalent spring is utilized to simulate
 the soil-structure interaction, and the deformation and stress are assessed under
 various load combinations to ensure the safety of the existing foundation and piles.
 The Taipei Corridor, defined as the historical axis of Taipei Castle, located on
 complex underground structure surrounding the site. As a result, certain steel
 columns are situated above the underground railway tunnel. To overcome this
 challenge, a long-span transfer steel girder is utilized to span the tunnel. The north
 side of the girder is connected to the existing exterior wall of the basement, while
 the south side rests on a new foundation, which does not come into direct contact
 with the tunnel. This configuration transfers the load of the steel column to both
 ends, ensuring the safety of the tunnel.
 The C1/D1 Joint Development Building represented a highly complex and
 challenging project that required constant communication and collaboration among
 team members in order to develop reliable structural design strategies. Through
 innovative and rigorous structural design, the new and existing structures are
 integrated to ensure the safety of the entire building.


 Keywords:  high-rise building, joint development, C-PSW/CF, elasto-plastic analysis,
 Taipei Corridor.
                 圖 1
                 基地位置與周邊環境空照圖
   62   63   64   65   66   67   68   69   70   71   72