• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1608-1614
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• 2009

In recent days, the study of urban regeneration has been conducting with purposeful and sincere intent starting out with the residential environment improvement works. Within the range of urban regeneration, the low-cost housing technology means development of totally-integrated housing technology that may be applied to the regeneration project, especially for the rundown areas where infrastructure facilities in the urban zone have been degraded and obsoleted. In line with this, among many and varied methods in order for realization of the low-cost housing as a part of urban regeneration project, this study should like to propose an improvement methods of the key technologies in relation to the construction works by type of work with which construction costs (directing cost) would be reduced. And, in order to elicit the method for element technology that has been developed and improved in the most optimal manner centering on the selected construction work by the type of work, the researcher conducted comparative review of summary of element technologies related to the construction works concerned, characteristics, and construction method thereof. In particular, the researcher investigated the expenses (construction cost and labor cost), constructions (contractibility and productivity), safety, quality of works, and the technical status in environmental aspects, and the researcher also conducted analyses and evaluations thereof.

• 한국터널지하공간학회 논문집
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• 제19권3호
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• pp.489-501
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• 2017

도심지 개착식 굴착공사 중 발생하는 붕괴사고는 공사장 내에서의 인명 및 물질적 피해를 불러일으킬 뿐만 아니라, 공사장 주변의 지반침하로 인한 도로함몰 및 시설물 피해를 유발한다. 따라서, 도심지에서 개착식 굴착공사를 수행함에 있어서, 계획, 설계 및 시공의 건설 전체 단계에서 굴착공사 붕괴 방지를 위한 철저한 대비가 필요하다. 본 연구에서는 이와 같은 개착식 굴착공사 중 붕괴사고 예방을 위해, 중점적으로 관리되어야 할 우선 요소 결정 연구를 수행하였다. 먼저, 과거 흙막이 굴착공사의 사고사례 조사결과를 분석하고, 전문가 합의에 의한 의사결정 방법인 델파이 기법을 이용하여 붕괴 유발 요소에 대한 중요도를 산정하였다. 그 결과, 지하수 처리, 지반조사의 부실, 시공상의 불안정 등이 흙막이 공사 붕괴 예방을 위한 중점 관리 요소로 도출되었다.

• 한국수소및신에너지학회논문집
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• 제34권5호
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• pp.505-513
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• 2023

Hydrogen infrastructure is expanding. High-capacity hydrogen refueling stations offer advantages because they can refuel a variety of light and heavy-duty vehicles, and multi-port refueling technology is developing to reduce charging time for heavy-duty vehicles. In this study, we suggest directions to lower the risk by analyzing the risk factors for each process involved in the installation of a high-capacity multi-port hydrogen refueling station in Changwon city. We conducted both qualitative and quantitative risk assessments of the equipment to evaluate the station. A hazard and operability study was performed for qualitative risk assessment, and PHAST/SAFETI were used for quantitative risk assessment. Quantitative risk assessment was used to calculate the consequence analysis of the facility to ensure secure design prior to station development and to predict individual and societal risks in various scenarios. As a result, the station's risk level was determined to be as low as reasonably practicable.

• 한국안전학회지
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• 제21권2호
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• pp.63-69
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• 2006

The main purpose of this study is to present the strategies for strengthening the leadership of field supervisors to effectively prevent construction accidents. To this end, first, this research study reviewed the meanings, functions, types and characteristics of the leadership of field supervisors in safety management activities on construction sites through the literature review. Second, the researcher investigated the types of supervisors' leadership and the level of field safety management activities through questionnaires. Third, the types of supervisors' leadership are categorized by that level. Fourth, the leadership type of field supervisors is suggested to effectively prevent construction accidents. Finally, the strategies to promote supervisors' leadership are developed.

• 콘크리트학회논문집
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• 제21권3호
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• pp.359-366
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• 2009

본 논문은 해양 RC 구조물의 새로운 생애주기비용 (LCC) 평가 모델을 제시한다. 이 모델 방법은, 기존의 LCC 평가 모델과 달리, 구조물을 설계하는 동안 추가적인 염화물 침투의 새로운 데이터가 있을 때 계속적으로 생애주기비용을 업데이트 할 수 있다. 이는 베이지안 기법을 통하여 이루어진다. 일반적인 중요 구조물에서는 각 부재에 대한 다양한 모니터링 시스템을 이용하기 때문에 어려움 없이 베이지안 기법에 필요한 데이터를 얻을 수 있다. 베이지안 기법을 사용하여 구조물의 생애유지 관리비용을 높은 정밀도로 예측할 수 있다.

• 대한안전경영과학회지
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• 제16권4호
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• pp.31-40
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• 2014

While Korea had achieved radical growth of construction industry, it also had accumulated problems in material, human and economical loss due to its low quality of safety level. Therefore, not only enterprises but also the nation is putting in a great deal of efforts for construction safety. However, its effect is not satisfiable. This research aims for change of construction cite by introduction of professional Safety Patrol Management System(SPMS) and consideration of its necessity. To consideration of its necessity, we compared and anaylzed average numbers of indicated dangers and safety accident incidences in each construction cites and we researched changes in worker's safety sense. It will establish the suitable design standards and suggest the basic database for estimating disaster and accident ratio.

• 한국지진공학회논문집
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• 제18권4호
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• pp.201-212
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• 2014

The plastic hinge region of RC pier ensures its nonlinear behavior during strong earthquake events. It is assumed that the piers secure sufficient strength and ductility in order to prevent the collapse of the bridge during strong earthquake. However, the presence of a lap-splice of longitudinal bars in the plastic hinge region may lead to the occurrence of early bond failure in the lap-splice zone and result in significant loss of the seismic performance. The current regulations for seismic performance evaluation limit the ultimate strain and displacement ductility considering the eventual presence of lap-splice, but do not consider the lap-splice length. In this study, seismic performance test and analysis are performed according to the cross-sectional size and the lap-splice length in the case of longitudinal bars with lap-splice located in the plastic hinge region of existing RC bridge columns with circular cross-section. The seismic behavioral characteristics of the piers are also analyzed. Based upon the results, this paper presents a more reasonable seismic performance evaluation method considering the lap-splice length and the cross-sectional size of the column.

• 한국농공학회논문집
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• 제60권5호
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• pp.1-15
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• 2018

This study aims to effective survey on actual condition for impact and vulnerability assessment on climate change in agriculture and rural community (limited to rural water and agricultural infrastructure, Paragraph 3, Article 2 of the Rearrangement of Agricultural and Fishing Villages Act) entrusted to Korea Rural Community Corporation based on the Law (Paragraph 2, Article 47 of the Framework Act on Agriculture, Rural community and Food industry). The results are summarized as follows. The rural water was divided into three categories (abnormal climate, water use, and flood control), and 31 indicators were selected. The reservoirs were divided into four categories, and 20 indicators were selected. The pumping stations were divided into two categories, 7 indicators, and the drainage pump stations were divided into two categories, 5 indicators were chosen. A survey on actual condition of each indicator was conducted and the result of the impact assessment was calculated. The 65 rural water showed values ranged from 0.855 to 1.308. The reservoir ranged from 0.966 to 23.338 as a result of the impact assessment on the 16 indicators. The pumping station was able to calculate the results of the safety inspection and the thorough safety inspection, and the drainage pump station was able to calculate only the result of the safety inspection. It is judged that it will be necessary to secure and analyze data on indicators with no data in the future. The results of this research can be utilized as baseline data that can deal with climate change preemptively.

• 한국지반신소재학회논문집
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• 제12권3호
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• pp.43-53
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• 2013

우리나라 지반공학 기술의 발달로 지반굴착 공사가 대규모로 수행되고 있으나, 지반굴착시 공사현장 또는 인접구조물에 직,간접적인 피해를 유발하는 사고는 여전히 빈번히 발생하고 있다. 특히 주거시설이나 상업시설이 밀집해 있는 도심지의 지하터널, 도시철도 역사, 대규모 상업시설, 초고층 빌딩의 기초 공사 등으로 인한 지반굴착관련 사고가 빈번히 발생하고 있어 경제적인 손실 뿐 아니라 인명피해가 발생하여 사회적인 비용이 급속히 증가하고 있는 실정이다. 본 연구에서는 빈번히 발생하는 개착식 흙막이 굴착관련 사고를 방지하기 위하여 최근 발생한 개착식 흙막이 굴착공사로 인한 다수의 사고 및 인접시설물에 영향을 끼친 사례를 수집, 분석을 수행하여 사고발생 원인에 대하여 고찰하고, 수치해석기법을 사용하여 국내 대표적인 지반조건(내륙, 해안특성) 및 공사공법에 따른 굴착시 영향 분석을 수행하였다. 25건의 사고사례를 분석한 결과, 주요 영향요인으로 지반조사의 부실, 가시설 구조체의 불안정 및 지하수의 처리 미흡 등으로 나타났으며, 이 외 여러 요인들이 복합적으로 작용하여 굴착현장에 문제를 발생시키는 것으로 나타났다. 국내의 대표적인 지반조건 및 시공경향을 고려한 22개의 case에 대한 수치해석결과는 일반적인 내륙지역에서는 차수공법에 비해 배수공법에서 침하가 크게 발생하고, 연약지반 및 암반의 불연속면이 발달한 지역에서는 earth anchor 공법 적용시 면밀한 검토가 필요하며, 압밀이 진행 중인 점토지반에서는 과잉간극수압에 대한 고려가 반드시 필요한 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제17권4호
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• pp.5-15
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• 2016

흙막이 현장에서 안정성 및 경제적 시공이 이루어지기 위해서는 굴착단계별 토질특성을 반영한 정량적인 정수들이 실제 현장과 일치되어야 한다. 그중 흙막이 설계 시 가장 중요한 매개 변수인 변형계수 및 수평지반반력계수는 현장여건에 따라 표준관입시험의 N값으로 산출하는 것이 일반화되어 있다. 따라서 본 연구에서는 기존의 일반화된 흙막이 설계법의 모순을 극복하고, 실제 현장에 부합하는 수평지반반력계수 산정을 위하여 표준관입시험, 평판재하시험 및 공내재하시험을 실시하고 상호관계성을 비교 분석하였다. 또한, 현장의 실제 계측데이터를 통한 유한요소해석법과 탄소성해석법의 역해석을 통하여 수평지반반력계수와 굴착에 따른 저감계수를 추정하였으며, 궁극적으로 중 소형 및 일반현장에서도 흙막이 벽체 설계 시 합리적인 설계적용을 위한 정수의 오류를 줄이고자 한다.