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조기중 한국산업경영시스템학회 1983 공업경영논총 Vol.6 No.9
As the economic society develops very exceedingly, the gap of production and consumption elarges gradually. So the current function to connect them and the function to communicate are needed. I think the advertisement take the charge of this role. This advertisement is so essential to today's economic society that its power influences variably both the economic society and the consumers. The enterprisers, advertising owners stick to the maximization of profits and neglect the principle of true advertisements. They but tise not the information for the consumers to choose reasonably but the false, exaggerating advertisement and unfair manifestation very frequently, which is the main trouble in the current problems of consumption. Therefore, on the one hand, in this study from protecting the consumers not to be involved in the false, exaggerating advertisements, the establishment of advertising ethics as advertising owner's self-control is discussed. On the other hand, the legal control regulation in Korea, involving Japan and U.S.A. are analyzed. The cases of false, exaggerating advertisements and unfair manifestation in Korea are also demonstrated. Finally, the proposals to improve the advertisements are made from the Point of government, enterprisers, and consumers.
Rock Bolt의 길이 및 配置가 地下構造物의 支保效果에 미치는 影響
유희중,조기옥 호남대학교 산업기술연구소 1997 산업기술연구논문집 Vol.4 No.-
본 실험적 연구는 Rock Bolt의 길이와 배치간격이 지하 구조물의 지보효과에 미치는 영향을 고찰하기 위하여, 시공 중인 터널공사의 실물을 대상으로 실험을 수행하였다. 실험은 8개소의 장소를 선정하여 4종류로 모델화하였고, 각 모델은 암질이 유사한 2개소를 묶어 상호 비교할 수 있도록 하였으며, Rock Bolt의 길이와 간격을 동일 또는 상이하게 배치하여 각 모델별로 분석이 가능토록 하였다. 연구결과 Rock Bolt의 길이가 길어질수록 넓게 배치할 수 있었으나, 일정 수량 이상의 배치는 Bolt수량의 증가만큼 지보효과를 높일 수 없었다. 또한 같은 강도의 암질이라 할지라도, 절리의 방향과 위치에 따라 Rock Bolt의 Bolting 방향과 시공시기가 지보효과에 상당한 영향이 있는 것으로 판단되어, 앞으로 이 분야에 대한 연구가 있어야 할 것으로 사료된다. In this research, reinforcing fects of the length and the space of rock bolt on the underground structure was investigated through field test at the tunnelling work sites. In this test, 8 test sites were selected and modelized of 4 groups. Each group was consisted of 2 rock masses with equal quality to facilitate comparison of the reinforcing effects of length or space of the rock bolt. As a results, the length of rock bolt should be determined by the consideration of rock mass quality and tunnel width. The space of rock bolt could be increased as the length of rock bolt. The more rock bolts were installed, the more the tunnel was reinforced, the more the reinforcing effect of each rock bolt was diminished. Even if the strength of rock mass are equal, it was found that reinforcing effects are varied with the orientation and the installation time of rock bolts and with the orientation and the location of joints. So the continuous study on the rock bolting system with these variables is more desirable.