• 기계와재료
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• v.23 no.1
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• pp.52-59
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• 2011

우리나라의 고령화 속도는 세계에서 가장 빠르며 2000년 총인구에서 65세 이상 인구의 비중이 7.3%로 증가되고 있다. 우리나라는 고령친화제품에 대한 인식과 제품이 점차 늘고 있지만 아직까지는 초보단계에 불과하다. 그러나 노인의 건강 유지 및 여가생활을 위한 고령친화제품의 수요가 꾸준히 증가하는 추세이다. 최근 소프트웨어기술의 발전으로 인하여 3D 가상현실구현이 가능해짐에 따라 실내의 한정된 공간에서 운동을 즐기며 건강을 유지할 수 있는 용품 즉, 기존의 단순한 재활치료 접근방식에서 시공의 제약을 받지 않는 가상현실로 구현된 제품들이 출시되고 있다. 이를 이용하여 Type I muscle 강화를 위한 입체구동 Balance 기기를 상용화 한다면 고령층의 여가활동과 동시에 운동, 치료를 병행할 수 있을 것이다. 본 고에서는 Type I muscle 강화를 위한 Balance기기에 대해 알아보고 가상현실과의 접목을 위한 산업전반의 동향을 파악해본다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.949-952
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• 2008

화재안전 신뢰성이 확보된 고강도 콘크리트 구조물의 시장 공급을 위하여 GS건설에서는 2005년 부터 고강도 콘크리트 구조물의 강도 영역별 폭렬 저감 및 거동 안전성 평가와 수치해석 방법을 통한 경제적인 설계방법를 최종 연구목표로 하여 현재까지 콘크리트 재료의 열적 특성 확보와 구조부재 화재 특성 연구를 수행해 왔다. 강도발현, 시공성, 내화성능과 경제성에 대한 분석을 해외연구 기관에 의뢰하여 섬유혼입공법을 선정한 후 이에 대한 재료의 물리적 특성과 역학적 특성 실험결과를 바탕으로 고강도 콘크리트 구조부재의 내화성능을 예측 분석할 수 있도록 비열 모델, 열전도율모델, 압축강도 모델, 탄성계수 모델을 구축하였다. 또한 기둥과 보에 대한 내화실험을 실시하여 내화성능을 평가하였으며, 이에 대한 열적 해석을 병행하여 진행하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2008.04a
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• pp.124-127
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• 2008

현장방염처리 물품의 방염성능평가시 실내 인테리어 공사가 끝난 후 시험 시료를 채취하여 연소시험을 실시하게 되어있다. 그러나 이러한 절차로 인해 검사 소요시간이 길어지고 여러 민원이 발생하여 이를 대처할 시험 방법이 필요하다. 따라서 연소시험 대신 도막두께 측정 시험 방법을 도입하여 방염성능평가에 따른 문제점들을 해결하고자 한다. 도막두께 측정 시험의 경우 도막두께 측정용 라벨을 방염도료를 칠해야 하는 합판이나 목재 위에 붙이고 도료 작업이 끝나고 나면 관할 소방서에 이 라벨을 떼어서 제출하여 기준 도막 두께와 비교 측정하였을 때 기준 도막두께보다 두꺼우면 방염성능을 인정해주고 만약 기준 도막두께보다 얇게 칠해지면 현장 검사 또는 시료 채취 후 연소시험을 병행하여 검사함으로서 안전하고, 책임 있는 방염성능 시공을 할 수 있도록 관리 감독할 수 있을 것이다.

• Proceedings of the Korea Information Processing Society Conference
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• 2016.04a
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• pp.368-371
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• 2016

정보 통신 기술의 급속한 발달로 인터넷 환경의 학습은 학습 혁명을 주도하는 핵심적인 위치에 있다. 인터넷 환경은 시공간의 제약 없이 자신이 필요로 하는 다양한 교육과정에 접근이 가능하고 생업과 병행하여 학습을 할 수 있는 접근성을 갖는다. 그러나 인터넷에 대한 접근성의 차이는 디지털 디바이스 현상을 발생하게 하여 온라인 학습자와 오프라인 학습자의 교육격차를 더 크게 한다. 이러한 문제를 해결하기 위해 본 연구는 인터넷 환경이 원활하지 않은 경우에는 지속적인 학습을 진행할 수 있도록 PDF 시스템을 활용한다. 이 시스템을 통해 오프라인에서의 학습 결과를 온라인에 전송하여 이력을 제공하는 시스템을 설계하고자 한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.05a
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• pp.203-205
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• 2018

최근 컨테이너 물동량 증가와 대형컨테이너 선박의 입항으로 부산항 신항내 선박통항안전성 문제가 대두됨에 따라 신항내 해상교통안전성 확보를 위하여 2017년 토도를 제거하는 공사가 추진되었으며 이와 병행하여 주변 해역을 준설 하는데 목적을 둔 부산항 신항 토도 제거 공사의 주요공법 및 착공 후 현재까지의 주요 공정현황을 요약하였다. 국내 최초로 시행되는 통항안전을 위한 현장 섬의 제거과정에 기존 항로를 유지하면서 단계별 투입장비 및 공법, 주변 환경여건을 고려한 육상 및 해상 공정 조정, 장래 비전 등을 제시하였다.

• Journal of the Korea Institute of Building Construction
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• v.9 no.6
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• pp.183-188
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• 2009

HwaSeong (Suwon Fortress) was built during the reign of King Jeong-jo in the Choseon Dynasty. Detailed information on the construction of HwaSeong can be found in Hwaseong Seongyeok Euigui. In this sense, it is necessary to perform a comparative analysis on the Hwaseong Seongyeok Euigui based on construction management factors. This paper aims to analyze the HwaSeong construction project from a modern construction perspective by comparing and reviewing information related to the procurement of construction materials of the time. For this, wooden and steel materials and tiles were analyzed by supply area, supply channel, type and price. From the results of the analysis, it is found that the government used both private and official channels to supply materials. In particular, except for wooden materials that could be supplied from Bongsan, the supply of materials showed a high dependency on private channels. In terms of steel, it was almost 30 percent cheaper through private channels than when purchased through the official channel. Finally, materials vulnerable to damage like tiles were manufactured from the areas near the construction site. From this fact it can be interpreted that the government had a flexible procurement system, including manufacturing on the spot and external suppliers,depending on the property of the material. It is expected these analytical results will serve as key data to understand the management factors in constructing HwaSeong.

• Journal of the Korean Institute of Landscape Architecture
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• v.49 no.1
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• pp.1-18
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• 2021

This study was intended to present measures for the improvement of the apartment house landscaping supervision system by examining the adequacy of landscaping supervision, which is aimed at improving the quality of landscape plants and facilities in apartment house landscaping sites. Additionally, this study aims to identify the problems occurring in the process of the performance of landscaping supervision and to provide the evidence for legislative activities and revision of the laws currently being pushed forward for the mandatory deployment of apartment house landscaping supervision personnel. The results of the analysis showed that no landscaping supervision personnel was deployed to apartment complexes with less than 1,500 households and that the landscaping comprised 19% to 46% of the entire construction process. The civil engineering firm performed the landscaping supervision, which made it impracticable to fully focus on the construction quality in the field of landscaping. The quality control in terms of landscape plants revealed differences in quality control, depending on the competence and experience of the civil engineer supervising the personnel, where the landscaping supervision personnel was not deployed. The apartment houses landscaping supervision activity index was analyzed, and the results showed that the supervision activity index for apartment house A was 72.0, B was 70.4, and apartment houses C to G ranged from 38.7 to 46.9, which suggested that the difference in quality control, process control, and technical support affected the construction quality and occurrence of defects.The improvement of landscaping process quality control and process management will be carried out more smoothly and the rate of defects will be drastically reduced if the landscaping supervision personnel placement threshold is lowered from 1,500 households to 300 households in complexes. The results of this study are expected to be useful in promoting and re-establishing the landscaping industry based on the improvement of construction quality in the field of landscaping in connection with the construction of apartment houses.

• Journal of Korean Tunnelling and Underground Space Association
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• v.4 no.2
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• pp.155-165
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• 2002

This paper presents a case study on the construction of a long tunnel named as "Solan tunnel", which connects between Mt. Dongbaek station and Dokye station in the Youngdong Railroad. The tunnel will be the longest tunnel with length of 16.4 km in Korea when completed. The tunnel site is located in a complex geological region with faults, cavities and coal measures. In construction of adit No. 2, geophysical investigation methods such as electrical resistivity method and GPR(Ground Penetration Radar) were used to detect faults, cavities and coal measures in advance with some success. The geophysical investigation results and in-situ boring data were used as feedback to improve tunnel reinforcement design. Also, the tube umbrellas of grouted steel pipes were found to have a good reinforcement and grouting effects in zones of faults, cavities. In zones of coal measures, swellex rockbolts with mortar grouting were verified as successful.

• Resources Recycling
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• v.21 no.6
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• pp.23-31
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• 2012

Removal work about weeds that grow naturally on road and industrial complex is attaining ordinary times but is suffering difficulty in weeding work by strong self-generation power. In the meantime, going side by side with these manual processing and weeding work through construction of weed-proof seat is attaining, but economic performance, limitation of application region and withdrawal processing problem are being blamed for shortcoming. The scope of this study is about the manufacture of weed-proof mortar using eco-friendly industrial byproducts characterized by an economic and simplicity for not limited to loss of function as a product recovered after treatment. After the carried out the various experiments and actual construction for the selection of mixing materials and derivation of appropriate mix, through the comparison and analysis of results, it was investigated the research results of weed-proof mortar for fundamental development.

• Journal of Korean Society of Steel Construction
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• v.20 no.4
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• pp.571-581
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• 2008

The steel plate reinforced concrete structure(SC structure) is suggested for the reasons of the saving of construction period, the saving of manpower and the advantage of quality control. The objective of this study is to evaluate basic structural behavior of SC structure under pure shear load, and shear with axial load condition and to suggest the method of in-plane pure shear loading. From the test results, structural behaviors of SC structure under pure shear load and shear with axial load were investigated the combination of validity of pure shear loading method by using 4 hinge frames was verified.