• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2001.04a
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• pp.93-97
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• 2001

시추공의 구간별 수리전도를 추정하는 방법으로는 수압시험(packer test)이 많이 이용되는데 최근에는 유속측정기(flowmeter)를 이용한 시추공 검층법이 개발되어 활발한 연구가 진행 중이다. 본 연구에서는 열원(heat-pulse) 공급 방식의 유속측정기를 이용하여 공주대학 교내에 설치된 시추공에서 자연 유속(ambient flow) 및 양수 유발 유속(pump-induced flow)을 측정하였으며, 자료를 분석하여 수리전도도의 수직적인 분포를 산정하였다. 분석 결과는 수압시험에 의해 산정된 수리전도도의 분포와 잘 일치하였으며, BIPS에 의해 촬영된 시추공 영상 자료와 비교함으로써 지하수 유동과 관련된 투수성 단열(conductive fracture) 들의 수직적인 위치를 정확하게 파악할 수 있었다. 분석 결과는 암반 대수층 내에 발달된 단열망(fracture network)에 대한 3차원적인 정보를 제공할 수 있으며, 이는 효과적인 지하수 모니터링, 모델링, 및 정화 설계(remedial design)에 필요한 기초 자료로 활용될 수 있을 것으로 기대된다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2019.05a
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• pp.137-138
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• 2019

To overcome the limitation in relation to thermal insulator's selection and installation method that is suitable for exterior insulation and waterproof construction methods, a production basis of thermal insulators of which manufacturing knowhow is held by companies was ensured and future-oriented construction methods to adopt new materials were applied. Performance verification was conducted through performance and mock-up tests of thermal transmittance on the cross sections where the flexible insulators were applied based on the improved prototype and performance data were obtained. To overcome the biggest drawbacks (walking feeling and damage etc.) in the exterior insulation and waterproof construction method, inserting a protective layer between thermal insulator and water-proof layer was proposed, and polypropylene corrugated cardboards.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.11a
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• pp.73-74
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• 2014

A construction method allowing exterior insulation working to be carried out simultaneously with vertical structural work through modification of the temporary vertical system form could be a breakthrough to invigorate exterior insulation construction in high-rise apartments. Therefore, the purpose of this study, as a preliminary study for developing such a method, was to derive significant engineering characteristics (E.C) using QFD which can reflect the users' need for E.C. Based on this result, a construction method will be developed in further research.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.2
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• pp.449-454
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• 2010

In this paper, flow characteristics of R600a in an adiabatic capillary tube were investigated employing the homogeneous flow model. The model is based on fundamental equations of mass, energy and momentum which are solved simultaneously. Two friction factors(Churchill) and viscosity(McAdams) are comparatively used to investigate the flow characteristics. Thermodynamic and transport properties of R600a are calculated employing EES property code. Flow characteristics analysis of R600a in an adiabatic capillary tube is presented to offer the basic design data for the operating parameters. The operating parameters considered in this study include condensation temperature, evaporation temperature, subcooling degree and inner diameter tube of the adiabatic capillary tube. The main results were summarized as follows: condensation and evaporation temperature, inlet subcooling degree and inner diameter tube of an adiabatic capillary tube using R600a have an effect on length of an adiabatic capillary tube. The length of an adiabatic capillary tube using R600a is expressed to the correlation shown in Eq. (15).

• Journal of the Korea Institute of Building Construction
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• v.17 no.5
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• pp.419-427
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• 2017

In order to examine the possibility of practical use of aluminate cement concrete at low-temperature environment with insulation method, an experimental studies on flowability, setting time, freezing temperature, size variation and compressive strength of the mortar at low-temperature were conducted. Compressive strength was increased in use of CSA, aluminate cement with gypsum. Workability and physical properties were improved by using aluminate cement and gypsum. In addition, freezing resistance and physical properties were improved by applying the insulation curing method. Especially, when alumina cement and gypsum were used together, the insulation curing method was more effective in improving the compressive strength.

• Journal of the Korea Institute of Building Construction
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• v.9 no.4
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• pp.63-73
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• 2009

Recently, the use of lightweight panels in building structures has been increasing. Of the various lightweight panel types, styrofoam sandwich panels are inexpensive and are excellent in terms of their insulation capacity and their constructability. However, sandwich panels that include organic material are quite vulnerable to fire, and thus can numerous casualties in the event of a fire due to the lack of time to vacate and their emission of poisonous gas. On the other hand, lightweight foamed concrete is excellent, both in terms of its insulation ability and its fire resistance, due to its Inner pores. The properties of lightweight concrete is influenced by foaming agent type. Accordingly, this study investigates the insulation properties by foaming agent type, to evaluate the possibility of using light-weight foamed concrete instead of styrene foam. Our research found thatnon-heating zone temperature of lightweight foamed concrete using AP (Aluminum Powder) and FP (animal protein foaming agent) are lower than that of light-weight foamed concrete using AES (alkyl ether lactic acid ester). Lightweight foamed concrete using AES and FP satisfied fire performance requirements of two hours at a foam ratio 50, 100. Lightweight foamed concrete using AP satisfied fire performance requirements of two hours at AP ratio 0.1, 0.15. The insulation properties were better in closed pore foamed concrete by made AP, FP than with open pore foamed concrete made using AES.

• Journal of the Korean Recycled Construction Resources Institute
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• v.6 no.2
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• pp.89-96
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• 2011

In this study, increasing the range of replacement rate of FA with concrete properties were analyzed to provide basic data of FA replacement 0-40 % and curing temperature $5-35^{\circ}C$ range. As a result of the increased fluidity in proportion to the increase in FA, but decreased air. Setting time delayed at replacement rate increases and low temperature, simple insulation temperature history of the FA up to 40 % replacement rate increases the maximum temperature was low $8^{\circ}C$, the highest temperature reaching time delay of 13 hours. FA replacement up stream of the curing temperature, compressive strength compared to the higher plane, it was found that improved strength development. In carbonation tests with increasing the replacement ratio of FA carbonation depth was increased. Therefore, continued research on carbonation measures was to be necessary.

• Proceedings of the Korean Society for Bio-Environment Control Conference
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• 1999.04a
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• pp.5-8
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• 1999

동일부지내에 설치된 각 단동하우스에 무가온 상태 및 심야전력 전기히터, 온풍난방기를 각각 설치하여, 동절기 시설원예용 하우스의 온열환경, 난방방식별 에너지 소비특성, 난방효율에 대해서 검토하였다. 동절기 하우스의 벽체, 지붕을 통해 유출되는 관류열량을 정량적으로 계산하므로서, 하우스의 단열계획과 효율적 난방방식의 선정 및 난방에너지 절약을 유도할 수 있는 기초데이터를 제시하고자 한다. (중략)

• Proceedings of the ESK Conference
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• 1994.04a
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• pp.107-112
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• 1994

철강구조물들이 화염에 노출될 경우 그 강도가 급격히 저하되어 화재시 건물자체가 붕괴되는 대형재해를 유발할 우려가 있다. 따라서, 화재시 그 내부의 철강구조에 열전달을 차단해 조기붕괴 를 막고 소화가능시간을 늘인다는 점에서 우수한 내화피복제의 개발은 중요한 과제라 하겠다. 융해성 규산염에 기초한 무기질 방화 피복제들은 불에 누출될 때 포비하거나 팽창하는 성질이 있으며화염에 대해 독성물질의 방출이 적을 뿐만 아니라 공급면에서도 풍부하다. 본 연구에서는 이러한 Potassium- 규산염 피복제들의 몰비율의 변화에 따른 열특성, 용해도, 결정구조 및 포비도 등이 내화 피복제의 물리적 특성과 화학적 성질에 미치는 영향을 검토하였다.

• The Journal of Engineering Geology
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• v.12 no.3
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• pp.319-332
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• 2002

This study is focused on the characterization of an effective hydraulic conductivity in each hydrogeologic unit assumed as an equivalent continuum medium in the granitic area. Four boreholes of 3" diameter were installed and a Multi-packer system was facilitated in the selected borehole. Various in-situ tests including the fracture logging, constant injection and fall-off tests, slug and pulse tests were carried out. A hydrogeologic unit was defined into the upper and lower zones based on the variation of fracture properties and hydraulic conductivities. The difference of the result obtained by the various hydraulic tests and the effective characterization techniques on rock mass permeability are also discussed. The effective hydraulic conductivity of the upper unit was measured by two times(5.27E-10 m/s~7.57E-10 m/s) that of the lower unit(2.45E-10 m/s~6.81E-10 m/s)through the constant injection and fall-off tests.