• 제목/요약/키워드: Dodam

검색결과 54건 처리시간 0.02초

도담탕(導痰湯)이 고지혈증 흰쥐의 뇌허혈 손상에 미치는 영향 (Effects of Dodam-tang on Cerebral Ischemic Damage of Hyperlipidemic Rats)

  • 김경훈;김도훈;김연섭
    • 대한본초학회지
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    • 제29권5호
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    • pp.23-30
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    • 2014
  • Objectives : Dodam-tang has been reported to have a control effect against the hyperlipidemia and thrombosis. Based upon these previous reports, this study investigates the effects of Dodam-tang on the cerebral ischemic damage of the hyperlipidemic rats. Methods : Hyperlipidemia was induced by the beef tallow 30% diet for 14 days on Sprague-Dawley rats. Ischemic damage was induced by the middle cerebral artery occlusion (MCAO) for 2 hours with the intraluminal thread method. Then water extract of Dodam-tang was administered daily for 5 days. The effect of Dodam-tang was evaluated with the serum lipids, infarct volume and edema percentage, and immunohistochemical expressions of iNOS, MMP-9, and GFAP in the brain tissue. Results : The obtained results were as follows; Dodam-tang reduced significantly the infarct size in a TTC-stained 5th brain section of the hyperlipidemic MCAO rats. Dodam-tang suppressed the infarct volume of the hyperlipidemic MCAO rats, but not significant statistically. Dodam-tang suppressed the edema percentage of the hyperlipidemic MCAO rats significantly in the brain tissue. Dodam-tang suppressed significantly the iNOS expression in the cerebral penumbra and caudate putamen of the hyperlipidemic MCAO rats. Dodam-tang suppressed significantly the MMP-9 expression in the cerebral penumbra of the hyperlipidemic MCAO rats. Dodam-tang suppressed significantly the GFAP-expressed atrocytes in the cerebral penumbra of the hyperlipidemic MCAO rats. Conclusions : These results suggest that Dodam-tang suppresses the brain edema formation through the suppression of the iNOS, MMP-9 and GFAP, but the neuroprotective effect against the cerebral infarct are not distinct.

Protective Effects of Dodam Water Extract (Dodam) Against Rotenone-Induced Neurotoxicity in Neuro-2A Cells

  • Youn, Myung-Ja;Park, Seong-Yeol;Park, Cha-Nny;Kim, Jin-Kyung;Kim, Yun-Ha;Kim, Eun-Sook;Moon, Byung-Soon;So, Hong-Seob;Park, Raek-Il
    • 동의생리병리학회지
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    • 제22권2호
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    • pp.438-445
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    • 2008
  • Dodam formula (Dodam) has been used for neurodegenerative disease in Oriental medicine. Dodam is capable of protecting diverse kinds of cells from damage caused by a variety of toxic stimuli. In the present study, we investigated the underlying protective mechanism of Dodam on rotenone-induced cytotoxicity in rat neuroblastoma Neuro-2A cells. Treatment with Neuro-2A cells with rotenone caused the loss of cell viability, and condensation and fragmentation of nuclei, which was associated with the elevation of ROS level, and lipid peroxidation, the increase in Bax/Bcl-2 ratio. Rotenone induced mitochondrial dysfunction characterized by mitochondrial membrane potential loss and cytochrome-c release. These phenotypes induced by rotenone were reversed by pretreatment with Dodam. Our results suggested that major features of rotenone-induced neurotoxicity are partially mediated by mitochondrial dysfunction and oxidative stress, and that Dodam markedly protects Neuro-2A cells from oxidative injury. These data indicated that Dodam might provide a useful therapeutic strategy in treatment of the neurodegenerative diseases caused by oxidative injuries.

낙동강 하구 화전지구 연약지반에 작용하는 피압수압 측정사례 (A Design Case Study Considering the Artesian Pressure in Hwa Jean Site of Nakdong Delta Area)

  • 김태형;유재명;이명재;배기현;정두석
    • 기술발표회
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    • 통권2006호
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    • pp.311-319
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    • 2006
  • Artesian Pressure exists in Hwa Jeon Project Site of Nakdong Delta Area. Maxium value of the pressure ranges between 06 tonf/m2 and 1 3 tonf/m2 in the design site. This paper presents a design case study considering the Artesian Pressure to calculate the consolidation settlement of the deep marine clay.

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산악지형에서 효율적인 2-Arch 터널의 설계사례 (Practical 2-Arch Road Tunnel Design in Mountainous area)

  • 정경한;이주공;한성수;황용섭;김지성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.601-612
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    • 2005
  • In mountainous area, Two parallel tunnels have been usually recognized as a road tunnel which has benefits in aspects of cost and stability. However, Design and construction of 2-Arch road tunnel are growing recently due to environmental destruction, compensation of land and difficulty of route separation. As studies are mainly undergoing on only guaranteeing stability and developing a waterproofing-drainage system to avoid water leakage through comprehension for characteristics of 2-arch tunnel behaviors, there is a tendency to evaluate quantity of support by empirical method with a tunnel which has a complicated cross-section and lack of construction ability. In this study, therefore, we made a plan of tunnel cross-section which had shown good construction ability and developed the waterproofing-drainage system which is able to solve the water leakage problem fundamentally by analyzing precedented 2-arch tunnels and investigating their sites in and out of nation. We also determined fixed quantity of support by a large-scale model test and numerical analysis. We want to contribute to 2-arch tunnel design hereafter introducing design procedure and method applied here.

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쇄석Mat를 이용한 수평배수공법 설계사례 (Design Example of Gravel Mat for Horizontal Drains)

  • 정경한;이영근;이시우;김재성;김병탁
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.174-187
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    • 2005
  • Recently, because of environment, cost, supply and demand factors, though applying sea-sand as horizontal drains is getting difficult that usage of Gravel has been growing in large size of construction sites, Study on engineering properties and behavior characteristics of Gravel stratum is not thoroughgoing enough. We have applied Gravel Mat as the horizontal drains in O O construction site. We also conducted several field tests such as Material property test, Geosynthetics damage test with Repeated load, Discharge capacity test performed by inflow of upper soil and In-situ PBD Penetration test to review the application of Gravel Mat. Test results show that Gravel Mat is not only advantageous in Trafficability and Water drainage by Consolidation due to its great Internal friction angle and Permeability, but also easy to penetrate with Mandrel and has great discharge capacity and guarantee of the stability against geosynthetics damage at the same time. With these benefits Gravel Mat shows great application in fields.

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뇌혈관질환 환자에 대한 청심연자탕(淸心連子湯), 도담탕(導痰湯), 혈부축어탕(血府逐瘀湯), 보신익뇌탕(補腎益腦湯)의 간기능과 신기능 안전성 평가 : 후향적 연구 (Hepatic/Renal Safety Evaluation of Cheongsimyeonja-tang (Qīngxīn Liánzǎo Tāng), Dodam-tang (Táodàn Tāng), Hyeolbuchukso-tang (Xuè Fǔ Zhú Yū Tāng), and Boshiniknai-tang (Bǔ Shèn Yì Nǎo Tāng) for Cerebrovascular Diseases : A Retrospective Study)

  • 김민화;조임학;남이랑;김마리아;구기범;이세연;권정남;이인;홍진우;윤영주;김소연;한창우;박소정;최준용;신현규
    • 대한한방내과학회지
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    • 제44권3호
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    • pp.439-454
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    • 2023
  • Objectives: As Korea transitions into an aging society, the incidence of cerebrovascular disease is expected to increase. Herbal medicine is commonly used in Oriental medicine to treat cerebrovascular disease. However, there is insufficient clinical evidence to actively support the safety of herbal medicine in clinical practice. Therefore, the aim of this study was to determine the toxicity and safety of four herbal medicines (Cheongsimyeonja-tang, Dodam-tang, Hyeolbuchukso-tang, and Boshiniknai-tang) in patients with cerebrovascular disease. Methods: This study used electronic medical records to analyze patients admitted to an oriental medicine hospital from April 1, 2017, to December 31, 2020. Liver and renal function values at the time of admission and discharge were compared. Results: A total of 25 patients were included in this study. We found no significant differences in various variables, such as complete blood count, liver-renal function test, and urine, before and after the administration of the four herbal medicines. Additionally, no significant adverse events related to herbal medicine were observed. Conclusions: This study confirmed the safety of the four herbal medicines in patients with cerebrovascular disease who were hospitalized in a single Oriental medicine hospital.

압력식 쏘일네일링의 인발저항력 증가: 이론적 검증 (Pullout Resistance Increase in Soil-Nailing with Pressurized Grouting: Verification of Theoretical Solution)

  • 서형준;박성원;정경한;최항석;이인모
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.419-433
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    • 2009
  • Pressure grouting is a common technique in geotechnical engineering to increase the stiffness and strength of the ground mass and to fill boreholes or void space in a tunnel lining and so on. Recently, the pressure grouting has been applied to a soil-nailing system which is widely used to improve slope stability. The soil-nailing design has been empirically performed in most geotechnical applications because the interaction between pressurized grouting paste and the adjacent ground mass is complicated and difficult to analyze. The purpose of this study is to analyze the increase of pullout resistance induced by pressurized grouting with the aid of performing laboratory model tests and field tests. In this paper, two main causes of pullout resistance increases induced by pressurized grouting were verified: the increase of residual stress; and the increase of coefficient of pullout friction. From the laboratory tests, it was found that residual stress in borehole increases by pressurized grouting and dilatancy angle could be estimated by cavity expansion theory using the measured wall displacements. From the field test results, the pullout resistance of soil-nailing with pressurized grouting was found to be 10% larger than that of soil-nailing with gravitational grouting, mainly caused by mean normal stress increase and dilatancy effect. So, the pullout resistance could be estimated by considering these two effects. The radial displacement increases with dilatancy angle increase and the dilatancy angle decreases with injection pressure increase. The measured pullout resistance obtained from field tests is in good agreement with the estimated one from the cavity expansion theory.

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현장 토질특성을 고려한 연직배수재 필터의 성능평가 (Drain Capacity of PVD Filter Considering the Field Condition)

  • 한성수;정경한
    • 한국지반신소재학회논문집
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    • 제6권1호
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    • pp.33-38
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    • 2007
  • 연직배수재는 필터와 코어로 형성되며, 필터의 주요기능으로 첫째, 흙 입자의 유실을 방지할 수 있는 흙 보유성과 둘째, Clogging 또는 Blinding현상 발생 없이 간극수를 원활히 배출시키는 투수성을 갖추어야 한다. 상대적으로 투수성이 낮은 지반에서 미세입자로 인하여 필터의 투수성을 저하시키는 필터폐색(Clogging) 현상이 발생하는데 필터의 폐색현상(Clogging)이 점진적으로 증가하면, 간극수의 흐름을 저하시켜 결국 압밀지연을 초래한다. 지반-필터의 거동에 따른 설계(시방)기준은 토목섬유 필터의 간극크기와 흙의 입도의 상관관계에 의해 결정되어야 하나, 국내에서는 필터폐색(Clogging)현상과 지반-필터의 거동 분석 없이 필터재의 유효입경(AOS, Apparent Opening Size)만을 고려하여 필터의 설계(시방)기준을 일률적으로 적용하고 있다. 따라서, 본 연구에서는 3가지 종류의 연직배수재 필터를 대상으로 필터의 거동 및 필터폐색(Clogging)현상을 평가하고자 실내시험을 수행하였고, 이를 토대로 ${\bigcirc}{\bigcirc}$지역에서 연직배수재 필터의 설계(시방)기준을 선정하여 적용하였다.

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