台北大众捷运系统万大线车辆段的功能与创意
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摘要
台北大众捷运系统线网已接近完整,其中万大线为台北大众捷运系统的第三期线网,万大车辆段所在位置相当特殊,为板桥、中和与土城之交界;在寸土寸金的都会区及有限的土地资源下,捷运规划应赋予土地开发的附加价值。因此,本项目在设计过程中,除了不影响车辆段的既有功能外,营运模式、防洪设施、预留联合开发大楼需求,以及噪声振动等因素均需要逐一考虑,此外充分利用邻近保护区与土地开发之结合,以提高本项目的功能与效益。
Taipei Mass Rapid Transit( MRT) network is close to complete,in which Wanda line is among the third phase of Taipei MRT network. The site of Wanda depot is quite special and is located in the junction of New Taipei city. Under the condition of high cost in the metropolitan area with limited land resources,MRT system planning and implementing should be given the additional value of land development. Therefore,it is important that depot design not only maintains the existing function,but also requires to consider operational mode,flood prevention facility,joint development reservation of the building,and noise and vibration,etc. In addition to taking advantage of the protection of neighboring area and land development,it will improve the functions and benefits of this project.
Taipei Mass Rapid Transit( MRT) network is close to complete,in which Wanda line is among the third phase of Taipei MRT network. The site of Wanda depot is quite special and is located in the junction of New Taipei city. Under the condition of high cost in the metropolitan area with limited land resources,MRT system planning and implementing should be given the additional value of land development. Therefore,it is important that depot design not only maintains the existing function,but also requires to consider operational mode,flood prevention facility,joint development reservation of the building,and noise and vibration,etc. In addition to taking advantage of the protection of neighboring area and land development,it will improve the functions and benefits of this project.
引文
[1]吴承林,许书铭,林冠成,等.台北都会区捷运系统地下结构物分析及设计之自动化[J].中工学会会刊,2001,74(5):94-103.
[2]许书铭,袁葆宇,涂进德.台北捷运工程新庄线192标明挖覆盖地下结构设计之探讨[J].中工学会会刊,2001,74(7):66-76.
[3]许书铭,袁葆宇,涂进德.捷运工程地下车站结构二维模式与三维模式分析之探讨[J].中工学会会刊,2002,75(5):78-83.
[4]许书铭.台北捷运系统地下结构耐震设计之探讨[J].中工学会会刊,2003,76(6):96-99.
[5]许书铭,黄怡超.捷运工程地下结构版墙系统之耐震设计[J].捷运技术半年刊,2005(33):59-64.
[6]许书铭,廖迪发,林世勋,等.连续壁与捷运地下车站之结构互制作用探讨[J].中兴工程季刊,2007(94):27-34.
[7]许书铭.捷运及铁路工程地下结构物设计地震力之研析[J].中兴工程季刊,2008(98):31-35.
[8]许书铭,陈建华,丁俊智.列车活塞效应对于地下车站的设计风压评估[J].中兴工程季刊,2009(103):35-41.
[9]中兴工程顾问有限公司.台北大众捷运系统万大线DQ124设计标服务建议书[G].台北,2011.
[10]曹明德,陈荣援.由垃圾山蜕变而成的捷运内湖机厂[J].捷运技术半年刊,2009(40):102-112.
[2]许书铭,袁葆宇,涂进德.台北捷运工程新庄线192标明挖覆盖地下结构设计之探讨[J].中工学会会刊,2001,74(7):66-76.
[3]许书铭,袁葆宇,涂进德.捷运工程地下车站结构二维模式与三维模式分析之探讨[J].中工学会会刊,2002,75(5):78-83.
[4]许书铭.台北捷运系统地下结构耐震设计之探讨[J].中工学会会刊,2003,76(6):96-99.
[5]许书铭,黄怡超.捷运工程地下结构版墙系统之耐震设计[J].捷运技术半年刊,2005(33):59-64.
[6]许书铭,廖迪发,林世勋,等.连续壁与捷运地下车站之结构互制作用探讨[J].中兴工程季刊,2007(94):27-34.
[7]许书铭.捷运及铁路工程地下结构物设计地震力之研析[J].中兴工程季刊,2008(98):31-35.
[8]许书铭,陈建华,丁俊智.列车活塞效应对于地下车站的设计风压评估[J].中兴工程季刊,2009(103):35-41.
[9]中兴工程顾问有限公司.台北大众捷运系统万大线DQ124设计标服务建议书[G].台北,2011.
[10]曹明德,陈荣援.由垃圾山蜕变而成的捷运内湖机厂[J].捷运技术半年刊,2009(40):102-112.
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