• 대한기계학회논문집B
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• 제35권2호
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• pp.129-135
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• 2011

얼음 제조와 잠열 저장 등에서 수직관 내부를 저온의 냉매를 흘려, 관 외부의 물을 얼리는 과정에서 내부 냉매의 비등열저항과 외부 얼음열저항이 얼음형성에 미치는 영향에 대하여 조사되었다. 상변화 및 비등 열전달 관계식들이 도입되어 얼음두께와 관련변수들이 해석되었으며, 작동유체로는 냉매 22 와 냉매 134a가 사용되었다. 이들의 건도는 0-0.8 범위이다. 해석결과, 최초 약 30 분까지는 내부냉매의 대류저항이 얼음의 전도저항에 비하여 높으나, 그 이후 얼음의 두께 증가에 따른 얼음전도저항의 현저한 증가로 인하여 냉매에 공급되는 열플럭스가 감소되므로 냉매 측 건도와 비등 및 대류열전달계수도 현저히 감소함을 알 수 있었다. 냉매 22 는 대류열전달계수가 냉매 134a 보다 높아서 단위 면적 당 더 많은 얼음을 생성할 수 있음을 알 수 있었다.

• 한국에너지공학회:학술대회논문집
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• 한국에너지공학회 2004년도 춘계 학술발표회 논문집
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• pp.219-224
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• 2004

The present study was to investigate the heat transfer enhancement effect of coil wire fins in an ice storage system. For the two cases of tubes with internal brine flows, a finned tube with coil wires on its outer surface and a smooth tube, the rates of ice layer were tested and compared for both the icing processes. The coil fins were made of a stainless steel wire with a dia. of 2.0(mm), and the coil had an outer dia. of 10(mm) and a helix angle of 60($^{\circ}$). The experimental results showed that the coil fins could substantially reduce the thermal resistance of the ice layer, and enhance the heat flow rates between the water in the storage tank and the brine. The ice storing time was found to be shortened by 13(%) for the coil fins to get the same amount of ice layer that was built on the smooth tube wall for 10 hours of operation when the same thermal conditions were provided.

• 설비공학논문집
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• 제16권11호
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• pp.1028-1034
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• 2004

Recently, the ice storage system using ice slurry has been used increasingly since it has been introduced where the rapid cooling load change is required. Because it overcomes a decrease of the melting performance and an increase of the thermal resistance on the ice layer in static ice thermal storage system. This study is performed to understand the effects of transporting ice slurry through horizontal, vertical and inclined tubes ($30^{\circ},\;45^{\circ}$). It used propylene glycol-water solution and ice particles (diameter of about 2 mm) in this experiment. The experiments were carried out under various conditions, with concentration of water solution ranging from 0 to $20wt\%$, and velocity of water solution at the entry ranging from 1.5 to 2.5 m/s. The results were as follows: Regarding the angle of inclined tube, the highest pressure loss was measured for vertical tube and the pressure loss for $45^{\circ},\;30^{\circ}$, horizontal straight tubes were lower successively. The lowest pressure loss in these tubes was measured at velocity of $2.0{\sim}2.5m/s$ and concentration of $10wt\%$. The outlet IPF was likewise stable in these ranges.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.662-667
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• 2009

The research are performed to check the characteristics of the ice slurry transport system for the district cooling. The system are installed at the 1st floored building which is as large as the $1204\;m^2$ ($86\;m{\times}14\;m$), and the pumping power and branching characteristics are measured by transporting of the ice slurry. The ice slurry transporting pipe is as long as 200 m. For the same cooling load, the higher IPF is, the lower the transporting flow rate and the pumping power are. But when the IPF is higher than 15%, no less decrease of the pumping power does happen. For the branching characteristics, through the branch pipe where the flow resistance is higher, the higher IPF is measured. A little higher IPF is measured at the thermal expansion branch.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.371-374
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• 2005

In this study, calcium chloride($CaCl_2$), sodium chloride (NaCl), organic acids-containing deicer(NS 40, NS 100), mixed deicier($NaCl\;70\%\;+\;CaCl_{2}\;30\%,\;NS\;40\;70\%\;+\;CaCl_{2}\;30\%,\;NaCl\;70\%\;+\;NS\;40\;30\%,\;NS\;40\;70\%\;+\;NaCl\;30\%$) is investigated based on the laboratory test for deicing performance. Test items for deicing performance were ice melting and ice penetration, freezing point depressions and eutectic points, pH, thermal properties for selected deicing chemicals. As a test results, in case of the use chloride-containing deicier in area that concrete structures has subjected to freez-thaw reaction in winter season, it showed desirable method that use deicing chemicals mixed with optimum ratio rather than use one deicing chemicals when is consider to deicing performance and effects, corrosion of steel materials, freez-thaw resistance of concrete. When use various deicing chemicals mixed, NS40($70\%$)+Calcium chloride($30\%$) showed the best effective method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 2차
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• pp.45-52
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• 2010

Thermal properties of geomaterial are overlooked with other geomechanical properties. The transient line-source (TLS) method is one of the most used testing methods for measuring the thermal conductivity (K) and thermal diffusivity ($\alpha$) of materials. But more recently, Transient Plane-Source method was developed to measure these. It has several advantage of comparing with TSL method, but there has not been documented application in geomaterial. A Resistance Temperature Detector is used to construct sensor. For durability of Probe, Adopt a new technique that two probes are bonded in exact matching. For standard materials, such as glycerin, and ice the measured K and a values of these materials were generally within 2-5% from the standard values in the literature. This document present to evaluate the thermal properties of geomaterials and its application was tested for varying degree of saturation using the Transient Plane Source method. The result of this study suggests that it is an comparatively accurate method for simultaneously measuring thermal conductivity and thermal diffusivity and can identify the feasibility to geomaterial.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2010년도 추계학술대회 초록집
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• pp.73.1-73.1
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• 2010

For the successful cold starting of a fuel cell engine, either internal of external heat supply must be made to overcome the formation of ice from water below the freezing point of water. In the present study, switchable vanadium oxide compounds as variable temperature-electrical resistance materials onto the surface of flat metallic bipolar plates have been prepared by a dip-coating technique via an aqueous sol-gel method. Subsequently, the chemical composition and micro-structure of the polycrystalline solid thin films were analyzed by X-ray diffraction, X-ray fluorescence spectroscopy, and field emission scanning electron microscopy. In addition, it was carefully measured electrical resistance hysteresis loop over a temperature range from $-20^{\circ}C$ to $80^{\circ}C$ using the four-point probe method. The experimental results revealed that the thin films was mainly composed of Karelianite $V_2O_3$ which acts as negative temperature coefficient materials. Also, it was found that thermal dissipation rate of the vanadium oxide thin films partially satisfy about 50% saving of the substantial amount of energy required for ice melting at $-20^{\circ}C$. Moreover, electrical resistances of the vanadium-based materials converge on an extremely small value similar to that of pure flat metallic bipolar plates at higher temperature, i.e. $T{\geq}40^{\circ}C$. As a consequence, experimental studies proved that it is possible to apply the variable temperature-electrical resistance material based on vanadium oxides for the cold starting enhancement of a fuel cell vehicle and minimize parasitic power loss and eliminate any necessity for external equipment for heat supply in freezing conditions.

• 한국재난정보학회 논문집
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• 제19권2호
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• pp.305-312
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• 2023

연구목적: 본 연구에서는 콘크리트 포장의 온도피해를 줄이기 위해 상변화에너지가 큰 PCM을 콘크리트에 혼입하고 이에 따른 성능테스트를 진행하였다. 연구방법:저온 및 고온에 대한 온도피해를 감소시키기 위해 4.5℃와 44℃의 상변화 온도를 가지는 캡슐형 PCM을 10%, 30%, 50% 치환하여 콘크리트에 혼입하였으며 열전대와 변온챔버를 활용하여 열성능 실험과 압축강도 실험을 진행하였다. 연구결과: 열성능 실험 결과 PCM의 혼입은 최대 25%이상의 온도저항성을 향상시키는 것으로 나타났으며 다량 치환시 높은 비열로 모든 온도에서 열저항성을 높이는 것으로 나타났다. 압축강도 실험 결과 30%이상의 치환은 압축강도를 저하시키는 결과를 나타냈으며 PCM의 상변화온도를 기준으로 큰 강도차이를 나타냈다. 결론: PCM의 혼입은 콘크리트의 열성능을 증가시키는 것으로 나타냈으며 PCM의 상변화온도 부근에서 가장 큰 열성능 증가폭을 나타냈다. 또한 가장 높은 치환율인 50% 치환에서 10%~20%의 작은 강도저하가 발생하였으므로 사용성에 큰 문제가 없을 것으로 판단되며 열성능 향상을 위해 추가적인 PCM 투입이 가능할 것으로 판단된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.227-233
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• 2008

Porous concrete has large continuous voids of 20-30 % by volume, and this concrete is attractive as environmental material in Japan i.e. permeable road pavement, river bank protection with vegetation and green roof system which influence thermal environment. It is necessary to confirm the frost resistance when constructing porous concrete structure in cold region. However applicable test method and evaluation criterion of porous concrete has not defined yet. Therefore, the object of this study is to investigate the frost resistance of porous concrete and this investigation attempts to address this concern by comparing 4 kinds of specified freezing and thawing tests methods (JIS A1148 procedure A/B and RILEM CIF/CDF test) in consideration of actual environment. RILEM freeze-thaw tests are different from JIS A1148 freeze-thaw tests, which are widely adopted for evaluating the frost resistance of conventional concrete in Japan, in water absorption, cooling rate, length of freezing and thawing period, and number of freezing and thawing cycles. RILEM CIF test measures internal damage and is primarily applicable for pure frost attack. CDF test is appropriate for freeze-thaw and de-icing salt attack. JIS A1148 procedure A/B showed extremely low frost resistance of porous concrete if the large continuous voids were filled with water and the ice expansion in the large continuous voids set in during cooling. Frost resistance of porous concrete was improved by mixing coarse aggregate (G7) which particle size is smaller and fine aggregate in JIS freezing and thawing tests. RILEM CIF/CDF test showed that freeze-thaw and de-icing resistance of porous concrete was seems to be superior in that of conventional concrete.

• 한국도로학회논문집
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• 제7권4호
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• pp.113-123
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• 2005

본 연구에서는 기존의 염화물계 제설제인 염화칼슘$(CaCl_2)$ 및 염화나트륨(NaCl)과 비염화물계 제설제(NS 100) 초산화합물 함유 염화물 제설제(NS 40), 그리고 이들 제설제를 중량대비 일정비율로 혼합$(NaCl\;70%+CaCl_2\;30%,\;NS\;40\;70%+CaCl_2\;30%,\;NaCl\;70%+NS\;40\;30%,\;NS\;40\;70%+NaCl\;30%)$하였을 때 제설성 능과 특성, 콘크리트의 동결융해저항성 및 강재의 부식에 미치는 영향을 실내시험을 통하여 비교 검토하였다. 이상의 시험결과를 바탕으로 동절기 구조물이 동해를 받을 수 있는 지역에서 염화물계 제설제를 사용할 경우 제설성능 및 효과, 강재의 부식성 콘크리트의 동결융해저항성 및 스켈링저항성에 미치는 영향을 고려해 볼 때 하나의 제석제를 사용하기 보다는 두가지 제설제를 적정 비율로 혼합하여 사용하는 것이 바람직한 방법임을 알 수 있었다. 혼합 사용시에는 제설성능 강재 및 콘크리트에 미치는 영향을 고려해 볼 때 NS40(70%)+염화칼슘(30%)이 가장 효과적인 것으로 나타났다.