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NTIS 바로가기Journal of Korean Tunnelling and Underground Space Association = 한국터널지하공간학회논문집, v.21 no.1, 2019년, pp.1 - 29
추진호 (고려대학교 건축사회환경공학과) , 이인모 (고려대학교 건축사회환경공학과)
Related to the previous paper on the typical crack pattern of tunnel lining with NATM, the characteristic defects in reinforced cement concrete lining of NATM tunnel have analyzed with the precise inspection with safety and diagnosis (PISD) by KISTEC. Depending on the reinforcing materials, steel re...
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핵심어 | 질문 | 논문에서 추출한 답변 |
---|---|---|
장대터널에서 환기 공간을 위해 설치된 것은 무엇인가? | 장대터널에서 환기 공간을 위해 설치된 덕트슬래브는 라이닝과 강결 및 분리하여 시공하며, 강결에 따른 결함 특성은 덕트슬래브의 하중에 의한 추가모멘트가 라이닝에 작용하여 덕트부 접속부 상단 2 m 이내에 내측 인장부 위에 종방향균열이 발생하는 것으로 분석하여 본 사례에서는 제외하였다(Park et al., 2012; Choo et al. | |
서울지하철 1기 및 수도권 이외 지역의 초기 지하철 시공법은 무엇인가? | 서울지하철 1기 및 수도권 이외 지역의 초기 지하철은 재래식공법(ASSM)이나 NATM (무근)으로 시공하였다. 굴착 심도가 깊어짐에 따라 다양한 지질 조건을 극복하기 위해 NATM (철근)을 채택하였다. | |
콘크리트라이닝은 그 역할에 따라 철근과 같은 보강재를 사용하는 이유는? | NATM (철근)터널에서 콘크리트라이닝은 그 역할에 따라 철근과 같은 보강재를 사용하게 된다. 지반이 불량하거나 안전성 확보를 위한 라이닝 두께의 증가는 굴착단면의 증가와 라이닝 타설 물량의 증가를 유발하나, 철근보강 단면을 설계하여 경제성과 안전성을 함께 도모하게 된다. 시설물안전법에 의한 국내 1종 터널 시설물 중에서 NATM으로 시공된 구간에 철근보강을 실시한 라이닝의 결함 특성을 정리하여 형태별 발생원인을 분석하고자 하였다. |
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