• Title/Summary/Keyword: Hammer

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RVOT Obstruction Caused by Projection of The Herniated Aortic Cusp Through Subpulmonic VSD (심실중격결손증에 속발한 대동맥판탈출에 의한 우심실유출로 협착 [1례 보고])

  • 이병우
    • Journal of Chest Surgery
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    • v.14 no.3
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    • pp.254-259
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    • 1981
  • This is a case of successfully surgically treated RVOT obstruction caused by projection of the herniated aortic cusp through subpulmonic supracristal VSD at Department of Thoracic and Cardiovascular Sugery, Hanyang University Hospital. The patient was a 17 year old boy. Congenital heart anomaly was suspected at 2 years of his age. He had palpitation, dyspnea on exertion and epistaxis for 2 years prior to admission to our hospital. On examination, the blood pressure was 170/0mmHg. And the pulse rate was 100/rain. Widening of pulse pressure, water hammer pulse [bounding pulse]. To and fro murmur and head nodding were noted. Cardiomegaly was seen in chest x-ray. EKG, Echocardiography, Cardiac catheterization and angiocardiography were performed. On April 27, 81. Open heart surgery was performed under the impression of VSD combined with AI. On Rt. ventriculotomy, we noticed RVOT obstruction caused by prolapsed rt coronary cusp through a VSD. The subpulmonic supracristal VSD measuring 2.5 x 3 Cm in diameter was closed with Teflon patch graft and then the prolapsed aortic leaflet was plicated by placing three 8-figure suture between the free edge and the base of the leaflet through transverse aortotomy. After operation, excellent result was obtained: B.P, was 110/50mmHg and any sign of AI or residual shunt was not found at discharge.

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A Study on Combustion Characteristics of Purverized Fuel Made from Food Waste (음식물쓰레기로부터 제조한 분체연료 연소특성)

  • Son, Hyun-Suk;Park, Yung-Sung;Yun, Jong-Deuk;Lee, Ho-Nam;Lee, Seung-Hoon;Kim, Sang-Guk
    • 한국신재생에너지학회:학술대회논문집
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    • 2008.10a
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    • pp.149-152
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    • 2008
  • Three properties of food waste are water 80%, ash 3%, volatile matter 17%. When food waste goes through treatment process such as removal of foreign substances, removal of water as well as sodium, dryness, and pulverization, it transforms into 4,000Kcal/kg purverized fuel if moisture content is below 13%. Fuel ratio(fixed carbon/volatile matter) of purverized fuel is low compared with bituminuous coal. Ignition temperature measured by thermogravimetry analyzer is about $460^{\circ}C$. Combustion test of purverized fuel have been performed using energy recovery facility which include storage tank of dewatered cake, dryer, hammer mill, combuster including burner, boiler, flue gas treatment equipment. When 160-180 kg/hr of fuel is steadily supplied to burner for 3 hours, combueter temperature reaches about $1000^{\circ}C$ and CO is 77-103ppm at 1.55 excess air ratio and SOx and Cl are under 2ppm and 1ppm, respectively. This experiment demonstrate that purverized fuel made from food waste could be an alternative clean energy for high oil price era

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Vibration Evaluation and Accuracy Improvement for a Digital Pile Rebounding and Penetration Monitoring System (DPRMS) (디지털 항타관리기(DPRMS)의 진동영향 평가 및 측정 정밀도 향상 방안에 관한 연구)

  • Hong, Jung-Taek;Lee, Kye-Young;Lee, Sang-Hun;Han, Song-Soo;Chung, Jin-Tai
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.16 no.5 s.110
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    • pp.514-520
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    • 2006
  • In this study, the performance of a digital pile rebounding and penetration monitoring system (DPRMS) is evaluated and the measurement precision of the DPRMS is improved. The DPRMS is a high speed line-scanning camera system to measure the rebound and penetration of a pile in a construction work. A main problem in the DPRMS is a measurement error, which is caused by a shock or vibration due to a hammer impact. The measurement error is investigated by analyzing vibration signals of the DPRMS during the impact. Moreover, the frequency response functions of the DPRMS are also analyzed. As a result, it is found that the tripod height has an influence on the DPRMS performance and a shorter tripod is better. One more founding in this study is that the DPRMS should be placed with a appropriate distance from a pile for improving the measurement precision.

Identifying Dynamic Characteristics of the Traction Motor Housing For the Noise reduction of the Electric vehicle (전기자동차 소음저감을 위한 구동모터 하우징의 동특성 평가)

  • Park, Jongchan;Park, Seungyong;Cho, Hyun-Kyu;Park, Yunsu
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2012.10a
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    • pp.818-823
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    • 2012
  • Assessment of the dynamics properties, like damping, dynamic stiffness and resonance sharpness is essential for the development of a robust system, specifically for the reduction of a traction motor noise. A practical method for identifying dynamic characteristics of a traction motor hosing for an electric vehicle is proposed. Assembling using interference fit of the components of the motor is attributed to the main cause of strong nonlinearity. It is well known that nonlinearity of a structure makes it difficult to assess damping properties or dynamic characteristics of the system. This research presents a practical damping or dynamic stiffness identifying procedures for a nonlinear system according to the boundary condition between assembled components. Based on the simple idea that impact forces of modal tests are highly affected on the condition of the hammer tip, Auto Power Spectrum of the impact forces are used to assess the assembling condition and dynamic characteristics of the system, especially, damping of the system.

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Evaluation on the Mechanical Properties of Multi-Functional Asphalt Pavements for Surface Course (다기능 표층용 아스팔트 혼합물의 역학적 특성 평가)

  • Lee, Kwan-Ho;Ham, Sang-Min;Kim, Seong-Kyum;Lee, Byung-Sik
    • Proceedings of the KAIS Fall Conference
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    • 2011.05a
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    • pp.292-295
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    • 2011
  • 본 논문에서는 배수성(저소음)포장을 포함하는 2-Layer 아스팔트 포장의 상부층과 하부층의 역학적인 특성을 평가하는데 목적이 있다. 연구 방법으로는 슈퍼페이브 배합설계로 2-Layer 아스팔트 포장의 상 하부층 시편을 제작하였으며, 시편 상부층의 최대공칭치수는 4.75mm이고 하부층의 최대공칭치수는 13mm이다. 이 시편에 대한 기본 물성 시험 실시 후 마샬 안정도 시험에 대한 안정도와 흐름값을 평가하였다. 그리고 상부층과 하부층의 자유단 공진주 시험을 통해 탄성계수(E)를 측정하였고, 비파괴 시험법인 슈미트해머(Schmidt hammer)를 이용해 반발경도를 측정한 후 강도를 추정하였다. 또한 일축압축시험으로 측정된 압축강도로 탄성계수($E_{50}$)를 계산하였다. 마지막으로 각각의 역학적 시험을 통해 얻어진 결과값으로 강도(qu)와 탄성계수 ($E_{50}$)의 상관관계와 추정식으로 구한 강도와 일축압축강도 시험으로 얻어진 강도와의 상관관계를 분석하였고, 자유단 공진주 시험의 탄성계수(E)값과 일축압축시험의 결과로 얻어진 탄성계수($E_{50}$)의 상관관계를 분석하였다.

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돈피 콜라겐 유래 올리고펩타이드 제조를 위한 방사선조사의 이용

  • Jo, Yeong-Jun;Seo, Jeong-Eun;Kim, Yeong-Ho;Kim, Yun-Ji;Lee, Nam-Hyeok;Hong, Sang-Pil
    • Proceedings of the Korean Society for Food Science of Animal Resources Conference
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    • 2005.10a
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    • pp.150-152
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    • 2005
  • 환경친화적 기술로 알려진 방사선조사기술(RT: Radiation Technology)을 이용하여 돈피 유래 올리고펩타이드를 제조하고자 하였다. 생 박 돈피를 hammer mill과 chopper를 이용하여 조분쇄한 후 $-20^{\circ}C$ 아세톤으로 탈지하였고, ${\gamma}$-ray irradiator를 이용하여 0, 20, 40, 60, 100, 150, 200, 250, 300 kGy의 총 흡수량을 얻도록 탈지돈피에 방사선조사를 실시하였다. 방사선조사에 의한 탈지돈피의 pH 변화는 0${\sim}$100 kGy 조사선량에서는 미비했으나, 150 kGy 이상에서는 소폭 증가하였다. 탈지돈피의 단백질 함량 중 콜라겐 함량은 93% 이었으며 방사선조사된 돈피콜라겐을 효소처리하면 효소반응 시간이 길어질수록 약 24 kDa 범위에서 밴드가 확인되었고, 100 kGy 이상의 고선량에서는 효소반응 2시간 이후 10% polyacrylamide 전기영동 겔의 최 하단에 머무는 분자량의 펩타이드가 다량 관찰되었다. 용해도 변화는 20${\sim}$60 kGy의 선량에서는 효소반응 시간이 길어질수록(1시간${\sim}$4시간) 최대 65${\sim}$80%의 용해도 증가를 보였고, 반면에 100 kGy 이상에서는 효소반응 시간에 관계없이 80% 이상, 300 kGy에서는 90% 이상의 용해도를 보여주려다. 점도와 탁도는 100 kGy 이상의 고선량에서 짧은 효소반응 시간(1시간)에 급격히 감소하였다. 가수 분해물(300 kGy)을 gel permeation chromatography한 결과 분자량 9,000 Da의 주 피크가 검출되었다.

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Dynamic Characteristic of Coastal Reclaimed Land through Shaking Table Test (실내 진동대 실험을 통한 해안매립지반의 동적 특성 평가)

  • Shin, Eun-Chul;Kang, Hyoun-Hoi;Park, Jeong-Jun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.640-648
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    • 2009
  • Recently the truction of coastal reclaimation work has been extensively implemented in Korea. The Sondo New City is being established on the reclaimed land from the sea, construction companies of metro construction are planing to pull-out the sheet pile for saving the construction cost. In the case of soft marine clay, it is very difficult to pull-out the sheet pile by using the hydraulic hammer difficult. Therefore, the man of the field must be aware of vibration effect to the ground and the structure. For understanding the vibration effect to the ground during subway construction, the model was formulated with 1/25 braced-cut for subway construction. Scott and Iai(1989) proposed the law of the similarity for other experimental conditions. The laboratory model test was conducted under the vibration condition of sheet pile pulling out. The settlement on the ground surface was measured during the shaking table test. The pore water pressure was also monitored in the upper, middle, and lower layers of soil. The field settlement level and the pore water pressure can be predicted by using the results of the laboratory shaking table test.

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Impulse response method for a centrifugal pump in pipeline systems (원심펌프 관로계에 대한 임펄스 응답법 적용 연구)

  • Hur, Jisung;Kim, Hyunjoon;Song, Yongsuk;Kim, Sanghyun
    • Journal of Korean Society of Water and Wastewater
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    • v.30 no.5
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    • pp.481-489
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    • 2016
  • Method of characteristic(MOC) has been widely used as a transient analysis technique for pressurized pipeline systems. There are substantial studies using MOC for the water hammer triggered through instantaneous valve closures, pump stoppage and pump startup for pipelines systems equipped with a centrifugal pump. Considering restrictions of MOC associated with courant number condition for complicated pipeline systems, an impulse response method(IRM) was developed in the frequency domain. this study implements the impact of centrifugal pump using transfer function in frequency domain approach. Using pump performance curve and the affinity law, this study formulated transfer functions which relate complex pressure head at upstream of pump system to that of downstream location. Simulations of simple reservoir-pump-valve system using IRM with formulated transfer function were similar to those obtained through MOC.

Study on Pullout Behavior and Determination of Ultimate Uplift Capacity of Pile Driven in Small Pressured Chamber (소형 압력 토조내에 타입된 말뚝의 인발 거동과 극한 인발 지지력 결정에 관한 연구)

  • 최용규
    • Geotechnical Engineering
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    • v.11 no.2
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    • pp.19-28
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    • 1995
  • Based on the various test data acquired in the field, the large pressure chamber and the small pressure chamber, uplift behaviors and method of determining the ultimate uplift capacity of pile driven in small pressure chamber were studied. After uplift pile experienced 2 or 3 sudden slip due to increase of uplift load, complete pullout failure was occurred. Thus, it appears that the ultimate uplift capacity could be identified as the load at displacement where first slip occurs. The ultimate uplift capacity might be determined in every test and the disturbance after first uplift test could be recovered by adding one blow of the drop hammer, which had to depend on the model pile capacity.

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Evaluation of KICT-type Large Penetration Test using Calibration Chamber System (Calibration Chamber System을 이용한 KICT-type LPT 장비의 거동분석)

  • Kim, Young-Seok;Kim, Young-Chin;Lee, Woo-Jin;An, Shin-Whan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.1359-1364
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    • 2008
  • It is well known that the standard penetration test (SPT) has been used in all over the world to get geotechnical properties of the ground. However, it is difficult to apply the SPT to the dense sand, gravel, weathered rock, etc. For the application of the SPT in these grounds, it is necessary to change in the diameter and the impact energy of the SPT. For the improvement of site investigation technology, Large Penetration Testing device (KICT-type LPT) was developed and applied to the in situ condition. The drop height and weight of the hammer in developed system were decided as 760mm and 150kg, respectively. And the developed sampler has the inner diameter of 63 mm and the length of 500 mm with the adjustment of energy ratio to the SPT of 1.5. In this study, the performance of KICT-type LPT was evaluated by using a calibration chamber system and pile driving analyzer (PDA)

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