• Journal of the Korea Concrete Institute
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• v.25 no.3
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• pp.295-304
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• 2013

Ultra-High Performance Concrete (UHPC) has recently been one of the most active research fields in Korea as well as in foreign countries, because it can contribute to a longer life and economic efficiency of structures. Although precast-type UHPC fabricated in a factory is preferable in terms of quality control and reduction of construction period, there exist, even in the precast structure, some parts that need to be cast in-place such as the joints between precast segments. In the cast-in-place UHPC, however, it is probable that an optimum curing condition can hardly be realized in contrast to the factory production. In this study, therefore, the trend of compressive strength development of UHPC was experimentally investigated by assuming various inferior curing conditions that may be anticipated at a construction site. Concrete specimens were fabricated and cured under different conditions with the variables such as curing temperature, delay time before the initiation of curing, duration of curing time and moisture condition. The strengths were compared with those of the specimens cured by standard high temperature steam. Through the analysis of the test results, some minimum requirements for curing have been proposed that are required when the UHPC is cast in-place. It is expected, through this study, that practical use of UHPC in construction sites can be increased.

• Tunnel and Underground Space
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• v.21 no.3
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• pp.181-191
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• 2011

It is very difficult to prepare a lab. test specimen from weak rock masses affected by faults, highly fractured zone or weathered zone. In conventional method of in situ direct shear test a rock block is sheared inside galleries, where reactions for the hydraulic jacks are available. A new in situ direct shear test apparatus has been developed in this study to perform the test inside galleries as well as open pit conditions. The apparatus is composed of normal and shear reaction plates including load transfer plates, hydraulic cylinder systems, load cells, multistage shear boxes with fixing devices, and needle rollers. Maximum size of the test block is $400{\times}400{\times}460$ mm, and procedures of the test block preparation has been suggested. To explore the field applicability of in situ direct shear test apparatus, proper test block site was investigated by extensive geological field survey. In situ direct shear test has been successful in producing most of information related to strength and deformability of the weak rock.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2013.04a
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• pp.84-85
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• 2013

방염제품의 내구신뢰성은 국민의 화재 안전성 확보를 위한 필수 불가결의 요소로 이들 제품의 내구성능 예측은 방염성능의 지속적 유지를 위한 방염시설물 유지 관리 측면에서도 상당히 중요하다. 본 논문에서는 방염도료의 내구신뢰성 예측 및 확보를 위한 방염도료 가속수명법에 관한 연구로써, 방염도료의 고장 원인분석을 진행하였으며, 현장시험 및 현장 모사 실내 가속촉진시험을 진행하였다. 실내 가속촉진시험은 방염도료의 현장 주고장모드인 온 습도 사이클 시험으로 진행하였으며, 시험 척도로서 화학발광을 분석하여 적용하였으며 현장 데이터와 실내 촉진데이터와의 상관성 규명을 위하여 Mitab 등의 통계적 기법을 이용하여 고장유형 및 상관성을 규명하였다.

• Proceedings of the KIEE Conference
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• 1999.07c
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• pp.1347-1350
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• 1999

접지는 최근까지 대형 변전소를 제외한 대부분의 분야에서 정확한 현장 분석 없이 단순히 접지저항만을 계산하여 시공하고 있다. 본 논문에서는 접지 설계에 필수적인 시공 현장의 대지저항률을 실측하여 컴퓨터 시뮬레이션을 통해 지질특성을 분석한 후, 3가지 방식의 접지시스템을 현장에 맞게 설계 시공하였다. 각각의 접지 시스템의 시공은 동일한 장소에서 이루어 졌으며, 시공된 각각의 접지시스템들의 결과를 실측하여 접지 설계에 따른 시공 성능을 확인하였으며, 접지시스템들의 성능과 특성을 상호 비교 분석함으로써 현장에 가장 적합한 접지시스템을 제안하였다.

• Electric Engineers Magazine
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• s.334
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• pp.30-35
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• 2010

본 고에서는 현장에 설치된 태양광발전시스템의 출력 측정 방법을 제시 하였다. 태양광발전시스템은 햇빛이라는 자연조건에 따라서 출력이 수시로 변동하기 때문에 태양전지 제조자가 제시하는 규격은 제작시에 태양전지를 표준 시험조건(즉, STC, Air Mass 1.5, 일사량 1000[$W/m^2$], 온도 $25^{\circ}C$기준)에서 시험한 성능 규격을 제시하고 있다. 그러나 적용현장에 설치된 태양전지는 인위적으로 표준 시험조건을 만들어 줄 수 없기 때문에 출력을 측정하면 제조자가 제시한 성능 규격이 제대로 나오는지 여부가 관심사다. 그렇기 때문에 설치현장에서 자연 조건에서 측정된 출력에다 태양전지 제작사에서 제시한 온도 및 일사량 특성곡선에서 추출된 보정계수를 적용하여 보정 출력을 산정해서 보정 출력을 토대로 제조사에서 제시한 규격에 부합하는 지 여부를 판단할 수 있는 방법을 제안하였다.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.1607-1608
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• 2007

국내 발전소의 아날로그 전기식 터빈제어시스템을 디지털 삼중화 제어시스템으로 개조하여 현재 성공적으로 운전되고 있다. 현장 적용하기 이전에 자체 개발한 시작품의 성능을 검증하는 절차가 필요하고, 본 현장 적용에서는 여러 가지 방법 중 발전소 동특성을 모사한 터빈 시뮬레이터를 사용하여 검증하였다. 본 논문에서는 이 시뮬레이터를 사용하여 모의시험 한 방법을 설명하고, 실제 현장 적용 후 시운전 결과와 비교하였다.

• Proceedings of the KSR Conference
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• 2008.06a
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• pp.874-882
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• 2008

To test the current collection characteristics between overhead contact lines and pantograph in a real speed scale costs too much, therefore, it is very difficult to be realized especially in a high speed region. As a alternative, the speed scale-downed tests is proposed. In this paper, the experimental methodology and effectiveness of the speed scale-downed tests are discussed through the dynamic simulation evaluations. To get a more precise test results to the real speed scale test in the 1/2 and 1/4 speed scale-downed tests, various experimental conditions are discussed. Throughout the simulation in a various conditions the effectiveness are evaluated.

• Journal of the Korea Institute of Building Construction
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• v.21 no.5
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• pp.397-408
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• 2021

The construction industry has the highest occupational accidents/injuries and has experienced the most fatalities among entire industries. Korean government installed surveillance camera systems at construction sites to reduce occupational accident rates. Construction safety managers are monitoring potential hazards at the sites through surveillance system; however, the human capability of monitoring surveillance system with their own eyes has critical issues. A long-time monitoring surveillance system causes high physical fatigue and has limitations in grasping all accidents in real-time. Therefore, this study aims to build a deep learning-based safety monitoring system that can obtain information on the recognition, location, identification of workers and heavy equipment in the construction sites by applying multiple object tracking with instance segmentation. To evaluate the system's performance, we utilized the Microsoft common objects in context and the multiple object tracking challenge metrics. These results prove that it is optimal for efficiently automating monitoring surveillance system task at construction sites.

• Fire Science and Engineering
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• v.22 no.4
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• pp.50-53
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• 2008

This study has been conducted for the purpose of considering the problems expected when checking the smoke detector at site and how to improve the smoke detector. We have conducted this study focused on checking the problems expected upon site inspection and finding out the way of improving the site inspection by analyzing the reliability and performance of instrument used upon site inspection. The test results show that some problems exist in the reliability and performance of instrument used for the site inspection of smoke detector way of inspecting the inspection instrument.

• Proceedings of the Korean Geotechical Society Conference
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• 1996.12a
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• pp.89-100
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• 1996