• Title/Summary/Keyword: 트렌치 쉴드

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Laboratory Experimental Test of the Applicability of a Trench Shield Machine for Open-cut Excavation Technology (개착 시공을 위한 트렌치 쉴드장비의 적용성 평가를 위한 실내실험)

  • Lee, Young-Min;Sagong, Myung;Kim, Cheol-Han;Song, Seung-Chul
    • Journal of the Korean Society for Railway
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    • v.19 no.2
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    • pp.213-223
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    • 2016
  • Traffic jams occur frequently due to the dense populations of cities. Accordingly, the discomfort of citizens has increased. In order to minimize traffic inconveniences, various public transportation facilities have been suggested. In this paper, for the economical construction of a near-surface railway system, the design of a trench shield is developed and a review of its applicability is done by creating and testing trench shield equipment on a small scale. The trench shield consists of an excavation part, a shield part and an advancement part. To examine the applicability of the trench shield, a laboratory test is carried out. The results of the laboratory test confirm the possibility of reducing the construction time at open-cut construction sites through the excavation of the trench shield. Although the laboratory test is an indoor and relatively small-scale experiment, it is considered to be possible to secure a construction speed of 3m/day when the trench shield equipment is used.

Development of a trench shield machine for the near-surface railway construction (저심도 철도 건설을 위한 트렌치 쉴드 장비 개발연구)

  • Lee, So-Oh;Sagong, Myung;Kim, Sang-Hwan
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.17 no.2
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    • pp.175-187
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    • 2015
  • In this paper, the development of trench shield machine for near-surface railway construction were presented. The Near-surface railway can be constructed by cut and cover construction method, because it is installed at the depth of 5~7 m below roads. The cut and cover construction method mostly use temporary supports. The limitation of the cut and cover method is high installation cost and long construction period. To overcome these disadvantages, development of the trench shield machine is proposed and expected to shorten the construction time and cost of near-surface railway system. The sliding retaining wall of trench shield equipment replaces the role of temporary support (solider piles and lagging) and excavator equiped to the bottom front of the machine shorten the excavation time. This paper deals with design of the bit attached to the excavator and required capacity of the motor.