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題名:臺北捷運軌道工程無道碴道床基座施工探討
書刊名:捷運技術
作者:魏道佳鄭國雄
作者(外文):Wei, Tao-chiaCheng, Kuo-hsiung
出版日期:2008
卷期:39
頁次:頁217-232
主題關鍵詞:Bottom up工法Top down工法基鈑承載面修整Bottom up methodTop down methodBaseplate bearing surfaceRefurbishing
原始連結:連回原系統網址new window
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軌道基座係為提供鋼軌扣件固結鋼軌的承拖系統,本文乃以板南線臺北車站以東採用鋼 框模系統模板及土城線選用GSF模具比較兩種施築工法之特點,並就目前新蘆線所發展之軌 道基座整體施工關鍵技術提出說明。
The track plinth is constructed so as to provide support for rail fasteners to clamp down the running rail. The aim of this article is to compare the construction characteristics of two construction methods. The first one is "the steel mold formwork" which is utilized on the section of the Nangang line east of Taipei Main Station; the other one is "GSF mold formwork" which is adopted on the Tucheng line. The article also depicts the development of key technology for the monolithic plinth construction on the Xin-Lu line.
 
 
 
 
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