• Title/Summary/Keyword: H-shaped steel set

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Evaluation on the Applicability of a Lattice Girder for a Support System in Tunnelling (격자지보의 터널지보재로서의 현장 적용성 평가)

    • Tunnel and Underground Space
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    • v.9 no.3
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    • pp.204-213
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    • 1999
  • NATM(New Austrian Tunnelling Method) uses a support system of shotcrete, rockbolt and steel support, which are installed after tunnel excavation. Recently, a lattice girder among these support system is used in tunnelling. A lattice girder is a new steel support developed in Europe for the replacement of an existing H-shaped steel set, which is reported to have some problems in installation. This is a triangular shape welded with steel rods and is a light-weight support system which enables fast and easy installation of porepolling. The major advantage of a lattice girder is the good bonding with shotcrete. In this study, to evaluate the applicability of a lattice girder in tunnelling in Korea, field tests were performed at a high speed railway tunnel with a large section. Also, features of lattice girder in field tests were compared with those of a H-shaped steel set respectively. Field tests proved that a lattice girder fully supported the initial earth pressure developed right after excavation and limited ground deformation effectively.

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An Experimental Study on the Characteristics of a Composite Structure of Lattice Girder and Shotcrete (격자지보와 숏크리트 복합구조체의 특성 실험 연구)

  • Mun, Hong-Deuk;Baek, Yeong-Sik;Bae, Gyu-Jin
    • Geotechnical Engineering
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    • v.13 no.2
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    • pp.155-168
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    • 1997
  • Lattice girder is a new steel support developed in Europe for the replacement of an existing H-shaped steel set, which is installed after tunnel excavation. Lattice girder has the following several advantages : 1. Lattice girder minimizes the amount of shotcrete shadow which happens to occur behind a steel support. 2. A triangular shape of lattice girder makes shotcrete placed efficiently. 3. Lattice girder provides a good bond strength for shotcrete, which makes the composite structure of lattice girder and shotcrete behave monolithic, and therefore, the rock load can be supported effectively by the lattice girder system, This paper presents the results from a model wall test, a strength test for shotcrete shot on the model wall and a strength test for the bond between lattice girder and shotcrete. These tests proved that lattice-girder system is superior to H-shaped steel-set system concerning the shotcrete rebound rate, the developed shotcrete strength and the adhesion characteristics.

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