• 복합신소재구조학회지
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• 제4권4호
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• pp.11-20
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• 2013

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2004년도 하계학술발표 논문집
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• pp.161-161
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• 2004

• 한국지반신소재학회논문집
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• 제7권2호
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• pp.15-21
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• 2008

인공연직배수재는 일반적인 샌드드래인에 비하여 비용 절감, 지반 교란의 최소화, 시공성 및, 시공 중에 발생될 수 있는 배수재의 변형을 최소화하는 유연성을 지니고 있다. 본 연구에서는 실내실험을 통하여 측압과 동수경사에 따른 여러형태 PVD의 통수능을 도출하였다. 시험결과는 압밀된 점토에 대한 과압력이 증가하였으며, 또한 PVD 공시체의 측압도 증가하였다. 이는 측압이 증가함에 따라 통수능이 감소됨을 나타내고 있으며, PVD 코어의 공극크기는 통수능과 비례관계에 있음을 보여준다. 현장조건을 고려하여 시뮬레이션을 통한 침하량에 대한 수치해석을 수행한 결과 현장계측한 침하량과 유사하게 나타났다.

• 한국주거학회논문집
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• 제22권5호
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• pp.101-110
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• 2011

The Ministry of Land, Transport and Maritime Affairs has announced a policy which can enable the building of urban type housing with the use of a prefabrication method 2010. However, such may possibly be at standstill owing to the prefabrication methodology that has not been currently developed in Korea. Moreover, small households of consisting of one or two family members have been steadily increasing, but the small housing units in which they reside has been decreasing. Due to this situation, urban type housing has been proposed. To expand the propagation of such urban type housing and to promote prefabrication methods, the top priority project is to develop a technology that is able to reduce construction costs, as well as to shorten the actual construction period. In consideration of this prefabrication system for an avenue to solve such problems, a series of systems and policies for the fostering of prefabricated urban type housing has been proposed. This study is to review a series of methods, technologies and policies that are required for such urban type housing and henceforth, to utilize such as preliminary data for further prefabricated urban type housing.

• 한국융합학회논문지
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• 제8권12호
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• pp.23-29
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• 2017

본 논문은 1mm 이하의 극소형 패키지 개발을 위한 금형 기술을 소개한다. 또한 이 금형 기술을 사용하여 산출된 결과들의 오류 패턴을 분석한다. 기존의 극소형 금형 구조는 일체형이었는데 EDM의 표면이 거칠어 오류율을 증가시키는 원인이 되었다. 이 원인으로 인해 금형의 크기를 더 줄이는데 방해요소로 작용하였다. 이에 반해 제안하는 금형기술은 기존의 일체형 방식에서 벋어나 조립식 방법을 사용하여 일체식의 한계를 극복하고자 한다. 또한 새로 제안된 금형 구조를 이용해 산출한 결과에 결함 패턴을 분류하고, 각 패턴의 발생 확률을 분석하여 검출기를 개발하려는 기초 자료로 사용하려 한다.

• 한국주거학회:학술대회논문집
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• 한국주거학회 2011년도 춘계학술발표대회 논문집
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• pp.75-80
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• 2011

The Ministry of Land, Transport and Maritime Affairs has announced a policy which could enable the building of urban type housing using a prefabrication method in 2010. However, it may possibly be at standstill owing to the prefabrication methodology has not been currently developed in Korea. Moreover, small households of one or two family members are been steadily increasing, but small housing in which they reside has been decreasing. Because of this situation, the urban type housing has been proposed. To expand the propagation of this urban type house and to promote the prefabrication method, the first-priority project is to develop a technology that is able to reduce the construction costs, as well as to shorten the construction period. Considering this prefabrication system as an avenue to be able to solve these problems, a series of systems and policies for fostering prefabricated urban type housing has been proposed. This study is to review a series of methods, technologies and policies that are required for urban type housing and henceforth, to utilize them as preliminary data for prefabricated urban type housing.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.376-381
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• 1998

The large scaled field test by prefabricated vertical drains was performed to evaluate the superiority of vertical discharge capacity for drain materials through compare and analyze the time-settlement behavior with drain spacing and the compression index and consolidation coefficient obtained by laboratory experiments and field monitoring system 1. The relation of measurement settlement( $S_{m}$) versus design settlement( $S_{t}$) and measurement consolidation ratio( $U_{m}$) versus design consolidation ratio( $U_{t}$) were shown $S_{m}$=(1.0~l.1) $S_{t}$, $U_{m}$=(1.13~l.17) $U_{t}$, at 1.0m drain spacing and $S_{m}$=(0.7~0.8) $S_{t}$, $U_{m}$=(0.92~0.99) $U_{t}$ at 1.5m drain spacing, respectively. 2. The relation of field compression index( $C_{cfield}$) and virgin compression index( $V_{cclab}$) was shown $C_{cfield}$=(1.0~1.2) $V_{cclab}$, But it was nearly same value when considered the error with determination method of virgin compression index and prediction method of total settlement. 3. field consolidation coefficient was larger than laboratory consolidation coefficient, and the consolidation coefficient ratio( $C_{h}$/ $C_{v}$) were $C_{h}$=(2.4 ~ 3.0) $C_{v}$. $C_{h}$=(3.5 ~ 4.3) $C_{v}$ at 1.0m and 1.5m drain spacing and increased with increasing of drain spacingngasing of drain spacingng spacingng

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.14-17
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• 2004

A prefabricated composite hollow slab with perforated I-beams was suggested for the replacement of deteriorated concrete decks or the construction of new composite bridges with long-span slabs. Composite slabs with embedded I-beams have considerably higher stiffness and strength. For the application of prefabricated composite slabs to bridges, joints between slabs should satisfy the requirements of the ultimate limit state and the serviceability limit state. In this paper, three types of the detail for loop joints were selected and their structural performance in terms of strength and crack control was investigated through static tests on continuous composite slabs. A main parameter was the detail of the joint, such as an ordinary loop joint and loop joint with additional reinforcements. Even though there was no connection of the steel beams at the joints, the loop joints showed good performance in ultimate strength. In terms of crack control, the loop joint with additional reinforcements showed better performance. In ultimate limit state, the continuous composite slabs showed good moment redistribution and ductility.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.382-388
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• 2005

Soil vapor extraction(SVE) is an effective and cost efficient method of removing volatile organic compounds(VOCs) and petroleum hydrocarbons from unsaturated soils. However, soil vapor extraction becomes ineffective in soils with low gas permeability, for example soils with air permeabilities less than 1 Darcy. Prefabricated vertical drains(PVDs) have been used for dewatering fine-grained soils for more than 25 years. Incorporating PVDs in and SVE system can extend the effectiveness of SVE to lower permeability soils by shortening the air flow-paths and ultimately expediting contaminant removal. The objective of the work described herein was to effectively incorporate PVDs into a SVE remediation system and to demonstrate a PVDs enhanced SVE system at full scale. The finding from this research will facilitate the design of field PVD-SVE systems in terms by providing insight into the optimal spacing between PVDs, the radius of influence of the wells and the flow rates to be used to capture and extract gas phase contaminants.

• 한국산학기술학회논문지
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• 제2권2호
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• pp.57-63
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• 2001

본 연구는 기존 조적조 주택의 주요 구조부에 컨테이너를 활용한 개발 방식 즉, 컨테이너 하우스의 계획, 설계, 시공 가능한 시스템 개발을 목적으로 하였다. 이를 위해, 스틸하우스의 구조 및 시공 방법 등을 분석하였으며 컨테이너 하우스의 외벽 구성 시스템에 대한 견본품 제작을 완성하였다. 이 컨테이너 하우스 견본품을 토대로 두 개의 컨테이너 하우스 케이스 스터디에 적용하였고, 기존 조적조 주택 공법에 비하여 공사비 절감과 공기단축에 있어 현격한 효과가 있음을 확인하였다. 컨테이너하우스의 제작기술 개발 성공을 통해 스틸하우스 시장의 틈새 공략으로 기업체의 기술개발 및 투자방향을 제공하였다는데 의의가 있다.