• 한국안전학회지
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• 제26권1호
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• pp.27-35
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• 2011

There are many countermeasures collected by field experts, safety managers with their subjective decisions, without analysis. Subcontractor does not know which one of those can be more defective countermeasures. More weighted countermeasures should be taken for subcontractor's economical aspects. But there are almost no measures with useful weight so that subcontractors can select some as they need more effective even though there are not many measures at construction sites. AHP technique has been introduced into the analysis of counter measures for subcontractor. Countermeasures which car collected from field-experienced safety engineers have been weighed with frequency rate saying how many responders selected. And then, they are analyzed by AHP Technique for making out relative important level of the countermeasures, by each step such as Direct, Indirect, Management level, and policy level, quantitatively. AHP level in the study is composed of two stories, not three stories, in order to make respondents easier when they are asked. At least 15-year-experienced expert are asked for AHP questionnaire.

• Molecules and Cells
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• 제43권10호
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• pp.880-888
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• 2020

Inherited peripheral neuropathy is a heterogeneous group of peripheral neurodegenerative disorders including Charcot-Marie-Tooth disease. Many peripheral neuropathies often accompany impaired axonal construction and function. To study the molecular and cellular basis of axon-defective peripheral neuropathy, we explore the possibility of using Caenorhabditis elegans, a powerful nematode model equipped with a variety of genetics and imaging tools. In search of potential candidates of C. elegans peripheral neuropathy models, we monitored the movement and the body posture patterns of 26 C. elegans strains with disruption of genes associated with various peripheral neuropathies and compiled a database of their phenotypes. Our assay showed that movement features of the worms with mutations in HSPB1, MFN2, DYNC1H1, and KIF1B human homologues are significantly different from the control strain, suggesting they are viable candidates for C. elegans peripheral neuropathy models.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.652-655
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• 2004

In these days, repair materials for leakage cannot help but being taken in temporary way without any noticeable countermeasure. This kind of repair is socially criticized many times that is defective construction even if tills costs a lot. It was not arrange the standard for performance evaluation test method and quality maintenance for materials, even it has been used various injection repairing agent. In conclusion, We suggest that the test method for repair materials for leakage to establish the leakage repairing technology as increase of structure demand, so that the necessity of the establishment of the quality control standard and the performance testing way on the relevant water-proof seal is increasing a lot to regulate the water-proof technology and the leakage repair technology.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.391-396
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• 1998

The concrete structures are hardly ever built under ideal conditions. So many defects may occur for a various reasons such as unsuitable and defective materials, construction methods, poor workmanship, particular structural form and prevailing weather conditions. Some structural form can greatly increase the risk of occurrence of defects. Therefore we investigated the actual condition of the deterioration factors for reinforced concrete apartment, which was composed of 85 apartments with various building ages in different regions with five evaluation the deterioration factors of apartment building to establish the overall evaluation system of deterioration degree for reinforced concrete apartment in Korea.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.328-333
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• 1996

Concrete can be defective for several reasons, including an inadequate design, material selection of workmanship, failure to appreciate the hazards associated with prevailing enviromental conditions. Concrete can also deteriorate or be damaged in use. Thus, it is necessary to evaluate the safety of existing concrete strucutres. On the basis of these reasons, they must be performed for repair or rehabilitation. Presently, strengthening methods of R/C structure used in Korea, are an enlargement of concrete member, strengthening with steel plate or CFRP on the R/C structure. It has been widely estabilished that strengthening effect of CFRP is superior to steel plate in terms of it's lighter unit weight and higher tensile strength. But there are no construction results of CFRP on the civil R/C structure in Korea. The strengthening design technique with CFRP, it's const겨ction, and it's strengthening effect for deteriorated R/C rahmen bridge is introduced in this paper.

• 한국방재안전학회논문집
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• 제10권1호
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• pp.11-17
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• 2017

본 연구에서는 지반굴착공사로 인해 발생된 지반함몰 사례를 분석하고 지반함몰 발생 원인을 평가하였는데, 주요 원인으로는 지반조사의 불충분, 부정확한 지반정수, 가시설 보조공법 구조체의 결함, 보일링 및 히빙에 대한 대처 미흡, 시공시 과굴착 등으로 나타났다. 그리고 지반함몰 발생원인 분석을 통해 지반굴착공사 위험요소를 도출하였는데, 지반조사, 굴착공법 선정, 구조물 해석, 계측계획, 굴착공법 시공, 지하수위 변화, 계측 수행, 자연재해, 시공관리 등이 지반함몰을 예방하기 위해 고려해야할 위험요소로 도출되었다. 또한, 도출된 위험요소에 대한 중요도를 평가하고, 신뢰도를 높이기 위해 국내 전문가들을 대상으로 설문조사를 수행하였고, 카이제곱(${\chi}^2$) 검정 방법 통해 설문조사 응답자의 직업군, 업무종사기간, 업무현장종류 등과 설문조사결과가 유의한 수준인지에 대해 검정을 수행하였다.

• 한국산학기술학회논문지
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• 제12권2호
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• pp.605-610
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• 2011

간척지나 해안지역과 같은 연약지반에 건축 및 토목공사를 위해서는 지반의 강도를 높이기 위한 연약지반개량공사가 필수적이다. 연약지반 개량 공법은 여러 가지가 있으나 우리나라를 비롯해 세계적으로 연직배수공법을 주로 사용하고 있다. 연직배수공법은 연약한 점성토 지반 내에 인공적으로 연직 배수재를 다수 설치하여 배수거리를 단축시킴으로써 압밀을 촉진시키고, 그에 따른 강도증가 효과를 얻을 수 있는 공법이다. 연직배수재로는 경제성과 시공성이 우수한 PBD가 널리 사용되고 있다. PBD 시공품질은 시공 깊이, 압력, 수직도 등에 영향을 받게 된다. 본 논문에서는 PBD 시공시 배수재의 시공 심도, 압력, 수직도를 자동측정하여 작업자가 실시간으로 모니터링 할 수 있고 시공결과를 자동 저장하는 시스템을 개발하였다. 개발된 시스템은 시공 불량 요인이 발생시 자동 경고하여 불량률을 줄일 수 있고, 장비의 이상 발생시 자동 제어시스템을 가동하여 작업의 안전성을 확보하도록 하였다.

• 한국건축시공학회지
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• 제11권5호
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• pp.459-467
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• 2011

공동주택 건설공사는 많은 기술자들이 참여하여 작성한 설계 도서를 토대로 다양한 공종이 연계되어 발생되며, 이로 인해 예기치 못한 설계상 실수나 자재 결함 및 공사 중의 잘못이 중첩되어 하자가 발생하게 된다. 건설업체는 준공된 건축물을 일정기간 동안 하자보수를 실시해야 하며, 이를 위해 하자보수비용을 효율적으로 예측하여 사업계획을 수립하게 된다. 하자발생은 정확한 예측이 어렵기 때문에 실적자료를 기반으로 예측하게 된다. 국내 공동주택의 경우 하자보수비용 관련 자료가 미흡하여 이를 예측하는 방안 등이 거의 없는 실정이다. 따라서 본 연구에서는 준공후 10년의 실적자료를 기반으로 공급유형 및 지역별 하자보수비용을 예측할 수 있는 모형을 개발하고자 한다.

• 한국건축시공학회지
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• 제7권4호
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• pp.125-132
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• 2007

The use of Self-Leveling material is increasing recently. This paper assesses the quality of surface layer of concrete floor when Self-Leveling material is defective. The paper shows how to predict the defect of SL material before construction begins. The relationship between the quality of surface layer of concrete floor and the defect of SL material was determined and the quality of surface layer of concrete floor was then estimated. The relations between the quality of surface layer and the defect of SL material were determine considering surface strength, moisture, and consistency of surface layer. Absorbing amount was used as the indicator of consistency and the absorbing amount of test material was measured. Then the relations between the test material and surface strength were determined. Generally concrete floor with greater consistency has greater surface strength, however in this study, we hound that high impact concrete floor could have lower surface strength as the consistency gets bigger. The relations between the level of defect occurred in SL material and the quality of surface layer were examined and we clarified that the surface layer with lower consistency gets higher possibility to occur exfoliation in early stage, one or two weeks after constructing SL material. When the consistency is sufficient, the occurring situation of defect depends upon the moisture of surface layer. Little amount of moisture gets higher possibility not to occur the defect. As the amount increases, fissure generates and early exfoliation may occur. In addition, the level of fissure is highly related with the surface strength.

• 한국건설관리학회논문집
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• 제11권6호
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• pp.45-53
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• 2010

국내 건축물 해체공사의 안전관리 분야는 연구, 제도정비 및 실무 차원에서 소외되어온 경향이 있다. 해체공사의 수행과정에 있어서 체계적이지 못한 안전관리 실태, 부실한 교육체계, 활용할 수 있는 교육용 교재의 미흡 등은 안전사고의 빈도 및 사고발생시 중대사고로 이어지는 주요 원인이 되며 그 수준은 외국의 경우와 비교하여 볼 때 대단히 높은 실정이다. 본 연구에서는 이러한 국내 해체업계 현황의 개선을 목표로 기계식 전면해체공사 및 리모델링을 위한 부분해체공사를 포괄하는 통합 안전관리 가이드라인을 개발하였다. 구체적인 연구 성과물은 안전관리매뉴얼, 체크리스트, 포켓용 팸플릿, 전자매뉴얼 등이며, 연구성과의 검증을 위하여 해체공사 유경험자를 대상으로 실무에 대한 적용성 평가를 수행하였다.