• Proceedings of the Korean Society of Environment and Ecology Conference
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• 2008.04a
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• pp.134-136
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• 2008

• Proceedings of the Korean Institute of Building Construction Conference
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• 2008.05a
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• pp.1-5
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• 2008

The purpose of this study is to ensure an amicable material quality control in the construction site through investigating a process which can impact the construction material quality. For it, a worker interview and questionnaire survey was conducted through a direct field visit. The visited construction sites are composed of 79% construction site and 21% engineering site. As the respondents of questionnaire survey, the quality control workers were 72% of total respondents. Next, the construction worker, handymen, field representatives and others formed 7%. The interview with the quality control staff was conducted with the items including the construction site quality control guide, incoming inspection and material management. Through this survey, the problems of quality control by progress phase were derived. It could be known that the management and measures by each phase were urgently required. It also was indicated that a selection of low-priced material caused by low price bidding could badly impact the construction and safety. Also, in relation to the opinions such as the insufficient quality control and heavy work-load, the improvements are required. For the effective quality control in the construction site, the material quality control procedures suitable for the phase of construction progress must be presented in the present quality control. Also, the standards for it need to be established.

• Proceedings of the KSR Conference
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• 2010.06a
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• pp.1525-1532
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• 2010

Modern surveying techniques have been progressed to get the absolute position of a single coordinate system at any point on the earth with the advent of the Global Navigation Satellite System and One-stop digital equipment. In addition, as the speed of the railway has been increasingly faster, in determining the location of major facilities including the center of tracks, it is required to the sophisticated precision. The surveying of railway construction has applied the technical supports and procedures in accordance with the current requirements. In this study, the applicable guidelines of surveying on practical issues and alternatives would be examined, analyzed, and presented by using the empirical data of pilot areas in the process of design, construction, and the maintenance of railway.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.2069-1-2070-1
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• 2008

산업자원부에서는 국가에너지사업의 정책으로 지역 에너지사업 및 신 재생에너지 시범보급사업을 수행하고 있으며, 이에 따라 대규모 신재생에너지전원(태양광, 풍력, 열병합 등) 단지가 활발하게 조성되고 있는 상황이다. 그러나 신재생에너지전원의 설치자 측에서는 설비비용의 절감을 이유로 일반배전선로(고압 및 저압배전선로)에 직접적인 연계를 요구하고 있으나, 한전 측에서는 계통운용의 어려움으로 인하여 까다로운 계통연계지침(가이드라인)을 정하여, 한전 측과 전기사업자(전기공사업자 및 발전 사업업자)간의 이해가 상충되는 부분이 발생하고 있는 실정이다. 따라서 본 연구에서는 신재생에너지전원의 발전업자와 전기공사업자의 측면에서는 효율적인 공사 및 시공을 위하여, 배전계통 연계와 관련된 복잡한 기술적인 계통연계 지침을 일일이 해석하지 않더라도, 연계 적합여부를 손쉽고 자동적으로 판단해주는 평가시스템을 개발하였다.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.222-227
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• 2001

Full scale construction tests of CFT(concrete filled steel tube) column to solve construction problem and to confirm quality were performed in apartment site. To improve construction efficiency, the tests has been accomplished two stages after the tests for material mixing design had been completed. In the first stage, the experimental variables were the placing methods, existence of guiding pipe, placing velocity and drop height and the height of specimen were $3.6{\cal}m$. In the second stage, Filling steel tube of 9.6m height with concrete was performed by two ways, that is, the pump-up method and the dropping method. The filled condition of the concrete and concrete strength distribution according to the column height were checked and the quality of the CFT column was confirmed.

• Journal of the Korean Geotechnical Society
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• v.23 no.5
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• pp.29-41
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• 2007

An assesment technique for the quantitative evaluation of tunnel safety during tunnel excavation was newly proposed in this study using displacement measurements. First of all, field measurement guidelines used at tunnel construction sites in Korea and other countries were investigated. It was found out that the criteria of the guidelines were not clear and varied depending on the construction sites. The practical use of field measurement data for the evaluation of tunnel safety was very limited due to uncertainties of the guidelines related to the interpretation of measured data during the excavation. Critical strain concept is introduced in this study for the assesment of tunnel safety during the tunnel excavation. Moreover, the characteristics of tunnel displacements caused by the tunnel excavation were investigated in detail in order to investigate the practical application of the critical strain concept. The total tunnel displacements can be subdivided into three parts: displacements occurring ahead of tunnel face, displacements occurring prior to measurements, and displacements occurring after the installation of instruments. The characteristic of each portion of displacements is analysed in this study. Finally, a general method on the use of the displacement measurement data for the critical strain concept was suggested in the concrete manner, considering the field measurement practice in Korea.

• Journal of Korean Society of Steel Construction
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• v.20 no.1
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• pp.93-104
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• 2008

study deals with the reliability assesment for the 5-year phases of a suspension bridge construction in Korea. The main objectives of this study are; (1) the evaluation of the reliability of a suspension bridge by considering an ultimate limit state for the fracture of main cable wires, (2) the determination of the critical phases among 28 construction stages for the deck erection, and (3) the evaluation of the reliability of the limit state for the erection control during construction stages. The research and the design of the suspension bridge have been focused on the state of construction mainly based on empirical data. Based on the recent survey of the distribution of accidents in Korean railways, over 80% of the accidents related to the uncertainties in human error, planning, design, materials and loads during construction have ben reported before the completion of construction. While many researches have evaluated the safety of bridges, the uncertainties in the construction phases have not been well treated in a guidelines or a specifications. An improved adaptive response surface method is used for the risk assessment in the construction phases of the target suspension bridge.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.432_433
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• 2009

분산전원의 소유자(발전사업자) 및 시공하는 공사업체들은 배전계통에 분산전원을 설치하고 운용할 때, 보호방식에 대한 상세한 검토 없이 연계공사를 추진하여, 많은 문제점에 부닥치고 있는 실정이다. 이들 복잡한 기술적 고려사항을 정확하게 파악하기 위해서, 한전에서 정한 계통연계기술 지침과 관련 해설서 등을 모두 이해해야 하는데, 발전사업자나 시공업자가 수권의 분량을 모두 해석하고 이해하기에는 어려운 점이 있다. 분산전원의 역 조류에 의하여 분산전원의 설치 공사 후, 운용상에 많은 문제점이 유발되고 있는 실정이다. 특히 계통 측의 사고나 분산 전원 소유자의 사고 발생 시에 다른 수용가에게 피해를 끼치는 사례들이 보고되고 있다. 따라서 본 연구에서는 분산전원의 보호 협조에 예상되는 기술적인 문제점을 자동적으로 검토, 분석할 수 있는 사고해석 자동평가시스템을 개발하였다.

• Proceedings of the Korean Geotechical Society Conference
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• 2010.03a
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• pp.1448-1451
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• 2010

국토해양부에서는 2010년 공동구 관리의 필요성을 절감하고 국내 현황을 분석한 결과 공동구 관련 설치 및 유지관리 지침, 지자체별 또는 공공기관별로 법적 장치가 있으나 명확한 규정이 필요하여 공동구 관련법률(국토의 계획 및 이용에 관한 법률)을 제정하였다. 공동구의 관리는 공동구 설계기준, 공동구 시방서를 제정하였으며 설계 및 시공시 각 지자체, 시설관리공단 등에서 활용될 수 있도록 공통되고 일괄된 설치기준이나 유지관리항목이 확립되어 효율적인 제도를 확립하였다. 본 논문은 공동구 설계 항목 및 기준을 고려하여 실무에 적용할 수 있는 공동구 설계 기준이 새로 제정되어 그 내용과 각각의 기준 항목에 대하여 공동구 설계를 통하여 시공이 가능하도록 설명하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.05a
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• pp.146-147
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• 2017

Recently, as the living standards of residents in apartment houses continued to improve, the dispute of post management have also increased. one of the Issue, Concrete Cracks comprised high percentage of dispute. Especially, between criteria the cost of repairing defect and the judgement of defect isn't clear, they are a lot of dispute in this regard. Even though lots of the criteria about Inter-layer crack is existed by judging defects, In a court, they are judging their own criteria about Inter-layer crack. The purpose of this study is to compare and analyze Defect Judement Standard both MOLIT and Court, and to provide the Improvement for Defect Judgement and Repair Method of Inter-layer concrete crack.