• Korean Journal of Construction Engineering and Management
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• v.13 no.6
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• pp.63-70
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• 2012

The apartment house taking most part of our housing types was facing the limit of consumption from the housing supply-oriented policy in the past of rapid urbanization resulting in being transferred to the housing supply-oriented one. Accordingly the requirement for housing quality by customers is diversified varied, in order to meet this the effective and systematic quality control for preventing the defects from the stage of building is required. In this study for the effective and systematic quality management for defects of apartment house analysis on the frequencies and loss expenses from defective maintenance regarding examples of apartment houses having been moved in within five years recently, and the survey on their dwellers' consciousness were made, and the table for quantified apartment house defective risk.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1027-1031
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• 2006

본 연구는 자연형 소하천의 유형별, 지역별 자연형 하천공법의 파악 및 시범사업의 적용.평가를 통하여 소하천 특성에 적합한 치수구조와 안정성을 갖추면서 생태계와 조화를 이루고, 친수성과 경관 등 소하천의 환경기능을 향상시키는데 필요한 공사시행의 설계도서를 작성하는데 그 목적을 가지고 수행되었다. 자연형 이동소하천정비 시범사업은 축제공, 배수공, 구조물공, 조경공 등의 공종과 자연석 쌓기, 식생축조블록, 그린리버블록 등 11개의 다양한 호안공법이 적용되어 2003년 12월에 준공하였다. 본 자연형 이동소하천 정비시범 사업에서는 공사 전.중.후에 '하천수질 및 유량측정, 홍수량 측정 및 수리분석 그리고 생태계, 하천수리'에 대한 모니터링 사업을 2003년부터 2006년 현재까지 계속적으로 수행하고 있다. 본 연구는 자연형 소하천정비 시범사업 중에서 유역 내 2003년부터 2005년까지 하천수질 및 유량측정 모니터링 결과를 분석한 것이다. 하천수질 및 유량측정은 하천환경계획을 위한 기본조사로서 효과적인 하천환경관리를 도모하기 위한 기준을 정하기 위한 것이다. 하천 수질 및 유량측정은 하천수질이 악화되는 갈수기를 택하여 월별 일일 4회(6시간 간격)에 걸쳐 시행되었고, 수질측정 항목은 BOD, DO, TP에 대하여 조사 분석되었다.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.9 no.5
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• pp.934-942
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• 2005

MANET(Mobile Ad hoc NETwork) routing protocols have merits and demerits under the specific situations. Because it is not clear which protocol is the best under all situations, a suitable routing protocol should be selected depending on the traffic and moving characteristics of nodes. The aim of this paper is to select an appropriate routing protocol to be used by the Korea Coal Corporation. So we designed working scenarios such as coal mining and tunnel supporting that reflected mobile characteristics of nodes. We constructed coal mining and tunnel supporting topology, and analyzed the performance of MANET routing protocols. This result can be used as a basis to select a MANET routing protocol in underground tunnel environment and other mine of the Korea Coal Corporation.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2006.11a
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• pp.53-57
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• 2006

안전관리는 건설사업의 시공과정 중에 발생 가능한 유해, 위험으로부터 인명을 보호하는 것이며, 건설사업의 주제는 발주자로서 발주자 역할의 극대화는 효과적인 건설재해 방지의 관건이다. 건설프로젝트의 발주자, 설계자, 감리자, 시공자, 협력업자 등 다수 참여자의 장기간에 걸친 공동작업으로 이루어지는 건설공사의 특성을 고려할 때, 기존의 건설안전관리체제로는 건설공사에 수반되는 이와 다양한 유형의 사고를 방지하기 위한 근본적인 처방으로는 미흡하며, 건설산업의 총체적인 안전수준의 향상을 통한 시설품의 생애주기 전반에 걸쳐 안전성을 확보할 수 있는 근원적인 안전관리제도의 구축이 요구되고 있다. 실태조사 결과 공공발주자와 민간발주자의 안전의식 및 안전관리실태에는 격차가 크며, 대다수 발주자의 안전관리에 대한 책임의식이 미흡하며, 민간발주자의 경우가 훨씬 열악한 것으로 나타났다. 정부 감독기관의 발주자에 대한 안전책임 부여도 소극적이다. 발주자 안전관리가 미흡한 원인과 이의 촉진 방안에 대한 도출이 필요하다. 발주자에 대한 접근 방법의 홍보를 통한 책임의식의 고취, 발주자를 위한 안전관리매뉴얼 등 안전관리 도구의 제공, 법령을 동한 명확한 책임의 부여, 발주자가 책임을 이행할 수 있는 자질있는 안전전문가의 활용이 긴요한 것으로 사료된다.

• Journal of the Korea Institute of Building Construction
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• v.22 no.4
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• pp.415-423
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• 2022

As human factors are the most important cause of construction accidents, it is important to reduce human error in construction work to reduce accidents. However, the error forcing context in organizational situations acts as a factor behind human error. Therefore, fatal construction accidents were analyzed using the m-SHEL model, which can identify the factors behind human errors. Through such analysis, it was found that there are differences in the detailed factors behind human errors according to the type of fatal accidents in construction, This study is meaningful in that it confirmed through accident cases that it is important to understand and respond to organizational situations in order to reduce human error in construction work.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.05a
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• pp.337-338
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• 2023

As the number of defects in apartments has increased recently, lawsuits and disputes related to defects have also increased. As a result, the loss of time and money is enormous. Therefore, fundamental measures are needed to reduce the occurrence of defects. Therefore, the purpose of this study is to propose a plan to reduce defects, focusing on window construction. To this end, existing studies were reviewed, and data from domestic construction companies were collected and classified to organize the types of defects. Based on the classified data, eight types with a high incidence of window glass were analyzed according to the time of occurrence, and the cause and causal relationship of the defect were schematized. It aims to identify the degree of possibility of recurrence of defects for each of the eight defect types for experts and derive key management elements using the RII method. Therefore, the goal is to select key management elements of window construction that actively reflect the characteristics of the construction stage.

• Land and Housing Review
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• v.3 no.2
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• pp.137-146
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• 2012

Within twenty years, Permanent Affordable Housing provided for people's security of housing in late 1980's yields the principles of equity with tenant's in new one supplied, thus being confronted by the requirements that existing welfare service for tenants should be improved. Reflecting on these, this study means to prepare the basic data for the welfare policy as applying welfare service types on basis of housing locational characteristics, tenants tier compared with welfare service needs of permanent affordable housing tenants. For achieving this aim, the range and mixed use mechanism of welfare service are investigated as reviewing the related research and findings. Based on this investigation, 7 types of welfare service(Independence, Half-support, Child care, Juvenile, Self-support, Social-mix, and Single household) are established. On the analysis of survey, the welfare service needs are investigated as grouping with locational characteristics and survey target. In addition, the welfare service types are reorganized by analysis of tenant's demographic and locational characteristic on each housing and are compared with tenants needs. Although, the demographic of permanent affordable housing generally shows that the tenants are constituted with aged people, the housing with high ratio of children and juvenile can be applied with Child Care type and Juvenile type. As a result of comparison, the ratio of independence type, juvenile type, and single household type are more on the large housing and housing on metropolitan area, and the ratio of half-support type and child care type are more on the small housing and housing on small city area.

• Journal of the Korean Institute of Landscape Architecture
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• v.40 no.6
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• pp.161-172
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• 2012

The purpose of this study is to classify, evaluate and grade the existing highway tunnels to increase landscape and natural statistics keeping the structural safety about tunnel gates area and induce the ones that will be constructed in the future by drawing the improvements and restoring the techniques as an environment-friendly. To examine the types of tunnel gate area, total 54 tunnels were investigated by selecting Gyeongbu Expressway, Yeongdong Expressway, and Jungang Expressway. Tunnel entrances and exit ports were classified as a Wall-closed type and Protruding type, which is based on tunnel gate type. Vegetation Landscape types were classified as Multilayer-Same as the surrounding landscape_(MS), Multilayer-Difference of surrounding landscape_(MD), Single layer-Same as the surrounding landscape_(SS), Single layer-Difference of surrounding landscape_(SD), and a Desolate type which based on vegetation layers and environment-friendly. Potential vegetation recovery was identified based on the structural stability and revegetation potential of the tunnel. The factors include the structural stability of the slope height and slope gradient were selected. Revegetation potential was identified as a growth potential. This factor was used in the step to classify vegetation recovery potential of a tunnel. The result, which investigated the types of tunnel entrances and exit parts has found that the most typical in 33 places was a Wall closed type with 61.1% of the total ones. The case of vegetation landscape types was created but different from the ones surrounding it with 85.2% of the total ones. It is judged that the currently constructed vegetation of tunnel entrance and exit parts had put convenience on the safety and management before landscape consideration. In addition, tunnel entrance and exit parts with excellent potential for vegetation recovery were all Protruding type. In addition, it is judged that slope stability can easily obtain growth. Therefore, entrance and exist of the highway tunnels, which will be constructed in the future, should reflect location and the result of the natural and ecological survey in design by performing it in advance and their types, which minimize the damage area range, should be applied to the local characteristics suitably. In addition, the ecologically healthy tunnel construction should be done by introducing active vegetation recovery techniques based on its safety.

• Journal of the Korea Institute of Building Construction
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• v.20 no.1
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• pp.83-91
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• 2020

The recent bridge construction projects is demanded more sophisticated risk management measures and loss forecasts to brace for risk losses from an increase in the trend of bridge construction. This study aims to analyze the risk factors that caused the loss of material in actual bridge construction and to develop a quantified predictive loss model, based on the past record of insurance payment by major domestic insurance companies for bridge construction projects. For the development of quantitative bridge construction loss model, the dependent variable was selected as the loss ratio, i.e., the ratio of insurance payout divided by the total project cost, while the independent variable adopted 1) Technical factors: superstructure type, foundation type, construction method, and bridge length 2) Natural hazards: typhoon and flood 3) Project information: construction period and total project cost. Among the selected independent variables, superstructure type, construction method, and project period were shown to affect the ratio of bridge construction losses. The results of this study can provide government agencies, bridge construction design and construction and insurance companies with the quantitative damage prediction and risk assessment services, using risk indicators and loss prediction functions derived from the findings of this study and can be used as a guideline for future basic bridge risk assessment development research.

• Korean Journal of Construction Engineering and Management
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• v.8 no.1 s.35
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• pp.78-86
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• 2007

Top priority to manage construction projects is given to the planning and scheduling in order to keep the project duration, which is one of the most important factors in construction management. However, recently most of public construction projects especially for civil projects are delays and preventive research, many efforts were made concerning construction delays and preventive management methods. But analysis of delay causation, which is a main key to solve the problems is not done, yet. Therefore, in this research causation delays are analyzed by characteristics of construction projects, which are type of projects, type of contracts, project participants, and general condition. As a result of the analysis, delay causation are proved to be different by characteristics of the projects. The research results will be used for prevention of time extension and dispute resolution.