首页> 外文会议>International Symposium on Modern Tunneling Science and Technology (IS-Kyoto 2001), Oct 30-Nov 1, 2001, Kyoto, Japan >Design and construction of a steep incline for entrance staircase of subway station
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Design and construction of a steep incline for entrance staircase of subway station

机译:地铁车站入口楼梯陡坡的设计与施工

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In the site of Iidabashi Station of the Metropolitan Oedo Subway Line, a staircase incline 40m long, linking the station premises with the surface, was constructed by a tunneling method other than the cut-and-cover technique, because it is located under a road with heavy traffic and numerous underground structures. The tunnel, accommodating stairs and elevators, has a great incline of 30 degrees. It was therefore impossible to perform the pipe jacking or shield tunneling, and consequently the mountain tunneling method (NATM) was adopted. In view of the unconsolidated ground, high groundwater level, and small earth covering of 8 to 15 m, chemical grouting, vertical reinforcement bolting and forepoling implemented as auxiliary methods. The large egg-shaped section was of about 70 m~2, that corresponds to a two-lane motorway tunnel, was divided into four portions for ensuring face stability. Under the stringent control by measurement of displacements, the construction was completed without exerting adverse impacts on the surroundings.
机译:在大江户地铁大江户线饭田桥站旧址上,由于是位于地下的地下隧道,因此采用挖沟法以外的隧道施工方法,将车站的地面与地面连接起来,长40m。交通繁忙,地下建筑物众多。该隧道可容纳楼梯和电梯,倾斜度为30度。因此,不可能进行顶管或盾构隧道施工,因此采用了山地隧道施工方法(NATM)。考虑到松散的地面,高的地下水位和8至15 m的小土层,可采用化学灌浆,垂直加固锚固和前推法作为辅助方法。大卵形截面大约为70 m〜2,相当于一条两车道的高速公路隧道,被分成四个部分以确保面部稳定性。在位移测量的严格控制下,完成了施工,而没有对周围环境造成不利影响。

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