초록

터널은 밝기가 급변하는 공간으로 운전자의 안전을 위해 조도의 확보가 중요하고, 터널의 조명설비는 주간과 야간에 모두 운영되고 있어 많은 전기 에너지가 소비되고 있다. 따라서 본 연구는 주간에 터널의 자연채광을 효율적으로 이용하여 에너지를 절약할 수 있는 방안으로 RADIANCE 시뮬레이션 프로그램을 사용하여 자연채광 반사거울 시스템의 채광성능을 평가해 보았다. 프로그램을 사용하여 바(bar)형식과 폴(pole)형식으로 구분하여 벽면과 바닥면으로 주광을 유입한 결과 터널입구부로부터 20 m에서 바형식의 형태가 터널내부의 높은 조도를 확보하는 것으로 나타났다.

Abstract

It is important to secure illumination for the driver's safety because the tunnel is a space for changing brightness quickly, and lighting fixtures of the tunnel have consumed a lot of electric lighting energy for operating in both the daytime and at night. This study aims to evaluate daylighting performance of Mirror Reflector System for luminous environment improvement of tunnel space by using RADIANCE simulation program. The results of simulation show that illuminance of bar type is higher than illuminance of pole type at 20 m from the tunnel entrance.

초록

경제성장의 달성과 직선도로의 증가에 따라 터널은 전보다 더 많이 만들어졌다. 이러한 터널들의 입구 조명은 안전하고 편안한 운전을 위해 중요하다. 대부분의 터널 조명은 인공조명으로 많은 에너지를 사용한다. 본 연구에서는 터널의 조명 개선과 에너지 절약으로 반사거울 시스템을 적용하여 평가하였다. 반사거울 시스템을 적용하면 주광을 유입하여 터널 조명 환경을 개선할 수 있으며, 본 연구는 터널 인공조명 에너지의 절약을 위한 선행연구의 일환으로 진행되었다.

Abstract

As the economic growth achieved and the straight road was increased. so, the tunnel built more than before. In these days, lighting of tunnel entrance is important for safety and comfortable driving. Most of the tunnel lighting depend on artificial lighting and they use a lot of energy. In this paper, as a research for illumination improvement and saving energy at tunnel, it is suggested reflecting mirror system. It is evaluated a performance by variable things. By applying a reflective mirror system, tunnel lighting and environment can be improved. This study is being as pre-study to save the Energy of tunnel artificail lighting.

초록

논문은 록볼트를 강지보와 체결한 신개념 지보시스템을 연구하였으며 본 연구를 수행하기 위해 실험 및 수치해석을 실시하였다. 실험적 연구로서 축소모형실험을 사질토지반에서 실시하여 기존의 지보시스템과 신개념 지보시스템을 비교하였으며, 신개념 지보시스템의 축소모형실험 결과를 확인하기 위해 수채해석을 실시하였다. 터널에 신개념 지보시스템을 적용할 경우 터널의 손상을 감소시키는 것을 확인하였다.

Abstract

This paper presents a new supporting system using steel ribs. In order to perform this research, the experimental and numerical studies were performed. In experimental study, the scaled model tests for the new supporting system consisting of the steel ribs and rock bolts were carried and compared with the conventional existing supporting system. The numerical simulation was carried out to evaluate the new supporting system to verify the experimental results. It found that the new tunnel supporting system will be used to reduce the tunnel damage.

초록

Abstract

Consideration on the explosion resistant design of infrastructure has increased in the recent years. The explosion load is caused by gas explosion or bomb blast. In this study an analytical model is developed, whereby the tunnel structure is divided in several elements that are schematized as single degree of freedom mass-spring-dashpot systems on gas explosion. Using this simple model a sensitivity analysis has been carried out on tunnel structure design parameters such as explosive peak pressure, duration of the load, thickness of structure, burial depth. Finite element method was used to investigate the dynamic response and plastic zone of a tunnel under gas explosion. And it was found from the comparison of the analysis results that there are slight differences in the response of the intermediate wall between the single degree of freedom mass-spring-dashpot model and FEM.