• 대한물리치료과학회지
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• 제15권2호
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• pp.15-24
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• 2008

Background: The purpose of this study was to demonstrate the norepinephrine－induced nociceptive effects by monitoring catecholamines and its metabolites in human body. Methods: To exam the antisympathetic effect from the healthy volunteer(male:15, female:15) by monitoring changes of epinephrine, norepinephrine, dopamine, metanephrine, normetanephrine, and others of urine, a comparative study with warm water immersion ($40.8{\pm}0.3^{\circ}C$) and infrared (250W) was carried out. Results: The urinalysis showed that the concentration of epinephrine and norepinephrine were significantly decreased by both warm water immersion－and infrared－stimulated group of urine in 24 hours. Conclusion: Therefore, these results suggest that the diminished responsiveness on the epinephrine and norepinephrine to warm water immersion and infrared in volunteer may be, in part, related by the increased of antisympathetic effects.

• 국제물리치료학회지
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• 제1권1호
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• pp.19-25
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• 2010

The purpose of this study was to determine the effects of heat application on the immune activities of the human body. To exam, furthermore, the immune effect from the healthy volunteer(male:15, female:15) by monitoring changes of immune substances such as various leukocytes[total white blood cell(WBC), eosinophil, neutrophil, basophil, monocyte, and lymphocyte], a comparative study with warm water immersion($40.8{\pm}0.3^{\circ}C$) and infrared(250W) was carried out. The plasma analysis showed that the count of white blood cell, eosinophil, and neutrophil were elevated in warm water immersion- or infrared. stimulated group compared with control group. However, the count of basophil was decreased in both warm water immersion- and infrared-stimulated group than control group. Therefore, these results suggest that the thermostimulation improved immune activity.

• 한국콘텐츠학회논문지
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• 제9권1호
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• pp.285-292
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• 2009

본 연구는 온열요법, 그 중 습열(moist heat)과 건열(dry heat)의 적용이 면역 활성의 변동에 미치는 효과를 알아보기 위한 것이다. 건강에 이상이 없는 연령 23${\sim}$32세, 신장 171.0${\pm}$1.2cm, 체중 68.0${\pm}$2.2kg의 남성 15명과 연령 22${\sim}$24세, 신장 159.5${\pm}$1.2cm, 체중 54.6${\pm}$2.4kg의 여성 15명을 대상으로 인체에 온열침수 (핫팩(KRS 12P, Karis Co., Korea))와 적외선 (발광 적외선등(Infrared, Ilshin Co., Korea))을 적용하여 보체와 같은 면역-활성 물질의 추이를 살펴보았다. 연구의 결과로써, 온열침수와 적외선을 적용한 결과 온열침수와 적외선 적용으로 보체 성분의 변동은 온열침수 적용으로 C1q의 유의한 감소와 C3(여성의 경우) 및 C4의 감소가 나타남을 확인할 수 있었다. 그러나 적외선의 경우 C1q와 C3 및 C4의 증감에 별다른 영향을 미치지 못하였다. 이러한 연구의 결과로 미루어 온열침수의 적용으로 보체계의 활성을 확인할 수 있었으며 이러한 면역-활성의 증가는 선택적 경로(alternative pathway)가 아닌 고전적 경로(classical pathway)를 통해 이루어짐을 추정할 수 있었다. 따라서 본 연구의 결과는 극히 부분적 결과를 나타내지만, 온열침수와 적외선 적용으로 면역-증강효과가 다소 존재하는 것으로 사료된다.

• 한국도로학회논문집
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• 제19권5호
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• pp.13-20
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• 2017

PURPOSES : This research was a laboratory study for evaluating the Reclaimed Asphalt Pavement (RAP) mixture added developed rejuvenator for warm mix recycling. Waste asphalt mixtures occupy about 18.2% of construction wastes in Korea. Moreover, most rejuvenators were imported from Europe or the U.S. Therefore, improving usage of RAP with a developed rejuvenator material provides environmental protection at a reduced cost. METHODS : The specimen used for this experiment was performed by only using RAP. A suitable rejuvenator for Target PG was then added. In addition, a conventional rejuvenator was selected to compare performance and specimens introduced with the same procedure as the developed rejuvenator was prepared. In order to evaluate rutting resistance and water susceptibility, we conducted a deformation strength test, a tensile strength ratio test, and a dynamic immersion test with the prepared mixtures. RESULTS :Laboratory test results indicated that both the developed additive and conventional additive improved performance of the recycled asphalt mixtures compared to mixtures without the rejuvenator. In addition, the deformation strength test and TSR test results satisfied standards for domestic recycling asphalt mixtures. The dynamic immersion test showed that the developed rejuvenator has superior scaling resistance than the conventional rejuvenator. CONCLUSIONS : In terms of rutting resistance and moisture susceptibility, the warm mix recycled asphalt mixtures with the developed rejuvenator appeared to effectively recovered performance.

• 한국세라믹학회지
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• 제35권4호
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• pp.371-377
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• 1998

HAC/PVA계 MDF 시멘트 복합재료의 수분안정성을 향상시키기 위하여 수용성 epoxy resm을 시멘트 중량에 대해 5wt% 에서 15wt%까지 첨가하고 calendering법, extruding법, warm pressing법으로 성형하여 epoxy resin첨가량 및 제조공정이 수분안정성에 미치는 영향을 살펴보았다. 제조된 시편은 건조상태 및 3일, 7일, 14일간 물 속에 침적 후 습윤강도를 3점 곡강도로 측정하고 SEM으로 표면 가까운 부분의 파단면을 관찰하고 수은압입법으로 기공분포 및 기공율을 분석하여 침수 재령벌 MDF 시멘트 복합재료의 미세조직 변화를 살펴보았다. 적량의 epoxy resin 첨가에 의해 건조강도는 감소하였으나 전반적으로 수분안정성이 향상되었다. 그러나 전반적으로 epoxy의 함량이 많아지면 초기건조강도는 감소하는 경향을 나타나었으며 epoxy 첨가량이 7wt% 이상일 경우에서는 수분안정성 역시 별다른 효과를 볼 수 없었다. 제조공정별로는 warm pressing법에 의해 성형된 경우 epoxy 첨가에 의한 강도 및 수분안정성 향상 효율이 다른 방법보다 월등히 뛰어났으며 epoxy resinmdmf 5wt%, 7wt% 첨가하였을 때, 최적의 강도 및 수분안정성 효과를 얻을 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.142-147
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• 2000

Durability characteristics of controlled low strength material(flowable fill) with high volume fly ash content was examined. The mix proportions used for flowable fill are selected to obtain low-strength material in the 10 to 15kgf/㎥ range. The optimized flowable fill was consisted of 60kgf/㎥ cement content, 280kgf/㎥ fly ash content, 1400kgf/㎥sand content, and 320kgf/㎥water content. Subsequently, durability tests including permeability warm water immersion, repeated wetting & drying, freezing & thawing for high volume fly ash-flowable fill are conducted The test results indicated that flowable fill has has acceptable durability characteristics.

• 한국건설순환자원학회논문집
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• 제4권4호
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• pp.489-495
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• 2016

본 연구는 원유정제과정에서 발생되는 산업부산물인 유황에 폴리머 성분의 첨가제를 혼입한 개질유황결합재를 사용하여 중온아스팔트 혼합물을 제조하고, 개질유황결합재를 사용한 중온아스팔트 혼합물의 간접인장강도, 수침전후 및 동결융해 전후 인장강도비와 휠트랙킹 시험에 의한 동적안정도 등의 역학 및 내구 특성을 평가하였다. 실험결과, 개질유황 결합재를 사용한 중온아스팔트 혼합물의 수침전후 인장강도비는 0.88로 중온 폼드 개질 아스팔트의 약 1.13배이며, 동결융해 전후의 인장강도비 또한 0.82로 인장강도비 KS 품질기준 값 0.75 이상을 모두 만족하였다. 간접인장강도는 1.60MPa로 KS 품질기준 값 0.80MPa의 2배, 일반가열아스팔트의 1.29MPa과 비교하여 약 1.24배 높은 간접인장강도를 나타내었다. 또한, 휠트랙킹 시험에 의한 동적안정도는 14,075회/mm로 일반가열아스팔트의 약 15배, 중온 폼드 개질 아스팔트의 약 3배로 피로균열 등 소성변형에 대한 저항성이 매우 우수하게 나타났다.

• 한국도로학회논문집
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• 제19권5호
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• pp.131-141
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• 2017

PURPOSES : The main distress of asphalt pavements in monsoon climate regions are caused by water damage and plastic deformation due to repeated rain season and increased heavy vehicle traffic volume. In this study, the mechanical properties of polymer-modified warm mix asphalt (PWMA) materials are evaluated to use in monsoon climate regions such as Indonesia. METHODS : Comprehensive laboratory tests are conducted to evaluate moisture resistance and permanent deformation resistance for three different asphalt mixtures such as the Indonesian conventional hot-mix asphalt (HMA) mixture, the polymer-modified asphalt mixture, and the polymer-modified warm mix asphalt (PWMA) mixture. Dynamic immersion test and indirect tensile strength ratio test are performed to evaluate moisture resistance. The wheel tracking test is performed to evaluate rutting resistance. Additionally, the Hamburg wheel tracking test is performed to evaluate rutting and moisture resistances simultaneously. RESULTS :The dynamic immersion test results indicate that the PWMA mixture shows the highest resistance to moisture. The indirect tensile strength ratio test indicates that TSR values of PWMA mixture, Indonesian PMA mixture, and Indonesian HMA mixture show 87.2%, 84.1%, and 67.9%, respectively. The wheel tracking test results indicate that the PWMA mixture is found to be more resistant to plastic deformation than the Indonesian PMA. The dynamic stability values are 2,739 times/mm and 3,150 times/mm, respectively. Moreover, the Hamburg wheel tracking test results indicate that PWMA mixture is more resistant to plastic deformation than Indonesian PMA and HMA mixtures. CONCLUSIONS :Based on limited laboratory test results, it is concluded that rutting resistance and moisture susceptibility of the PWMA mixture is superior to Indonesian HMA and Indonesian PMA mixtures. It is postulated that PWMA mixture would be suitable for climate and traffic conditions in Indonesia.

• Journal of Acupuncture Research
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• 제23권6호
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• pp.199-205
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• 2006

Objectives : The present study was conducted to evaluate the analgesic effects of automatically controlled heating acupuncture(ACHA) using 2 different pain models(acute pain and neuropathic pain) and 2 different stimulation conditions (heating $41.5^{\cdot}C$ and heating $44.5^{\cdot}C$) in Sprague-Dawley rats. Methods : Tail flick latency(TFL) to a noxious radiant heat stimulus in lightly anesthetized rats was measured before and after ACHA stimulation for 5-min at the Zusanli(ST36) acupoint. For the neuropathic surgery, the right superior caudal trunk was resected at the level between S1 and S2 spinal nerves innervating the tail. Two weeks after the nerve injury, ACHA stimulation($41.5^{\cdot}C$ or $44.5^{\cdot}C$) was delivered to Zusanli(ST36) for 5 min. The behavioral signs of warm allodynia were evaluated by the tail immersion test (i.e. immersing the tail in warm $water(40^{\cdot}C)$ and measuring the latency to an abrupt tail movement) before and after the ACHA stimulation. Results : In the TFL test, ACHA stimulations under both the conditions above produced more potent analgesic effects than plain acupuncture(PA, acupuncture needle insertion only) and control(no treatment). In the tail immersion test, ACHA stimulations under all of the conditions had markedly relieved the warm allodynia signs. Conclusion : Automatically controlled heating acupul1cture produced analgesic effecs in acute and neuropathic pains.

• 콘크리트학회논문집
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• 제12권1호
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• pp.113-125
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• 2000

The purpose of this study was to examine the durability characteristics of controlled low strength material(flowable fill) with high volume fly ash content. Flowable fill refer to self-compacted, cementitious material used primarily as a backfill in lieu of compacted fill. The two primary advantages of flowable fill over traditional methods are its ease of placement and the elimination of settlement. Therefore, in difficult compaction areas or areas where settlement is a concern, flowable fill should be considered. The fly ash used in this study met the requirements of KS L 5405 and ASTM C 618 for Class F material. The mix proportions used for flowable fill are selected to obtain low-strength materials in the 10 to 15kgf/$\textrm{cm}^2$ range. The optimized flowable fill was consisted of 60kg f/$\textrm{m}^3$ cement content, 280kgf/$\textrm{m}^3$ fly ash content, 1400kgf/$\textrm{m}^3$ sand content, and 320kgf/$\textrm{m}^3$ water content. Subsequently, durability tests including permeability, warm water immersion, repeated wetting & drying, freezing & thawing for high volume fly ash-flowable fill are conducted. The results indicated that flowable fill has acceptable durability characteristics.