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수치해석을 통한 급곡선 구간 Shield TBM의 중절잭 및 스킨플레이트 구조에 관한 연구
강신현,김동호,김훈태,송승우,Kang, Sin-Hyun,Kim, Dong-Ho,Kim, Hun-Tae,Song, Seung-Woo 한국터널지하공간학회 2017 한국터널지하공간학회논문집 Vol.19 No.3
최근 국내 지상 구조물의 포화 및 파이프 라인 시설 과밀화 현상과 난개발로 인해 지상 구조물의 대안으로 지하 구조물에 대한 개발이 지속적으로 요구되고 있다. 도심지 인프라 구축을 위한 NATM 터널 공사에 발생하는 진동 및 소음 문제를 예방하기 위해 기계식 터널 공법인 쉴드 TBM 공법의 기계화 터널 시공이 증가하는 추세이다. 따라서 본 연구에서는 기계화 터널의 직선 시공과 급곡선 시공 시 쉴드 TBM의 구조적 안정성을 위한 쉴드 TBM 추력에 대한 중절잭, 쉴드 잭, 스킨 플레이트의 구조적 안정성 기술에 대해 연구하였다. 시공 사례 및 쉴드 TBM의 작동원리를 이론적 접근 방법으로 검토, 분석한 결과, 쉴드 TBM의 직선 및 급곡선 시공시 주요 인자에 의해 커터헤드의 회전력, 중절잭, 쉴드 잭에 대한 추력 및 커터헤드의 여굴량이 중요한 것으로 나타났다. 또한 굴진 내부 작업자의 안전 및 장비의 원활한 작동을 위해 스킨 플레이트 구조의 안정성 확보는 매우 중요 사안이므로 이번 연구를 통해 장비의 일반적인 구조 및 구성을 검토하여 직선 및 급곡선 시공 시 스킨 플레이트 구조에 미치는 주요 인자 및 구조 안정성을 실험적인 시뮬레이션 수치해석을 통해 검토하였다. 이에 직선 및 급곡선 시공 시 작용 되는 가상의 토질을 선정하여 중절잭의 하중을 비교 검토 하여 스킨 플레이트의 구조 안정성을 평가하고 형상을 최적화 하였다. 현재 국내 시공 중인 쉴드 TBM 타입의 구조 및 작동 방식이 매우 유사하므로, 추후 국산화 기술 개발 및 신규 장비 개발과 쉴드 TBM의 취약부 및 안정성을 검토하는데 기여 할 것으로 기대된다. Recently, due to the saturation of ground structures and the overpopulation of pipeline facilities requires to development of underground structures as an alternative to ground structures. Thus, mechanized tunnel construction of the shield TBM method has been increasing in order to prevent vibration and noise problems in construction of the NATM tunnel for the urban infrastructure construction. Tunnel construction plan for the tunnel line should be formed in a sharp curve to avoid building foundation and underground structures and it is inevitable to develop a shield TBM technology that suits the sharp curve tunnel construction. Therefore, this study is about the structural stability technology of the articulation jack, shield jack and skin plate for the shield TBM thrust in case of the mechanized tunnel construction that is a straight and sharp curve line. The construction case study and shield TBM operation principle are examined and analyzed by the theoretical approach. The torque of the cutter head, the thrust of the articulation jack and the shield jack, the amount of over cutting for curve is important respectively in shield TBM construction of straight and sharp curve line. In addition, it is very important to secure the stability of the skin plate structure to ensure the safety of the inside worker. This study examines the general structure and construction of the equipment, experimental simulation was carried out through numerical analysis to examine the main factors and structural stability of the skin plate structure. The structural stability of the skin plate was evaluated and optimizes the shape by comparing the loads of the articulation jack by selecting the virtual soil to be applied in a straight and sharp curve line construction. Since the present structure and operation method of the shield TBM type in domestic constructions are very similar, this study will help to develop the localized shield TBM technology for the new equipment and the vulnerability and stability review.
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인산염 비료 및 레드머드를 이용한 중금속 오염 광미의 안정화
강신현,안준영,황경엽,서정윤,김재곤,송호철,임수빈,황인성,Kang, Sin-Hyun,Ahn, Jun-Young,Hwang, Kyung-Yup,Seo, Jeong-Yun,Kim, Jae-Gon,Song, Ho-Cheol,Yim, Soo-Bin,Hwang, In-Seong 한국지하수토양환경학회 2011 지하수토양환경 Vol.16 No.5
The objectives of this study were to investigate the efficiencies of the stabilizers such as mono-potassium phosphate (MKP), phosphate fertilizer and red mud in treating the mine tailings contaminated with heavy metals and to characterize the changes in fractionations of the heavy metals during the stabilization. The TCLP results showed that the stabilization efficiencies of Cd, Pb and Zn increased with the increase in the stabilizer dosage and the reaction times. MKP showed the highest efficiencies for the heavy metals stabilization among the stabilizers tested. When the mine tailings were amended with MKP, the TCLP concentrations of Cd, Pb and Zn were reduced by 79~97%, 61~84%, and 89~99%, respectively. When the composite stabilizers, MKP/phosphate fertilizer or MKP/red mud, were used, the stabilization efficiencies were lower than when MKP was used as a single stabilizer. The sequential extraction results showed that carbonates fraction of Cd and Zn increased generally. Especially, when red mud was used, carbonates fraction of Cd and Zn increased 5 and 18 times, respectively. In the case of Pb, the treatment with MKP increased residual fraction by 10 times. The results showed that MKP was the most effective in stabilizing the heavy metals (Cd, Pb and Zn) to improve the efficacy of the composite binders.
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Hyun-seok Lee(이현석),Yeong-min Na(나영민),Hyun-su Jang(장현수),Ik-hyun Suk(석익현),Sin-hyun Kang(강신현),Hun-tae Kim(김훈태),Jong-kyu Park(박종규) 한국기계가공학회 2019 한국기계가공학회지 Vol.18 No.1
In this paper, the stability of the tunnel boring machine (TBM), used in tunnel excavation, according to the thrust force of the thrust jack was investigated. The existing hydraulic cylinder analysis method is fluid-structure interaction (FSI) analysis, where all of the flow setting and dynamic characteristics should be considered. Therefore, there is a need for a method to solve this problem simply and quickly. To facilitate this, the theoretical pressure in the hydraulic cylinder was calculated and compared with the analytical and experimental results. In the case of the analysis, the pressure generated inside the cylinder was analyzed statically, considering the operating characteristics of the shield TBM, and the stress and pressure were calculated. This method simplifies the analysis environment and shortens the analysis time compared to the existing analysis method. The obtained theoretical and analytical data were compared with the measured data during actual tunneling, and the analysis and experimental data showed a relative error of approximately 23.89%.
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