• Title/Summary/Keyword: 비부착형

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Temperature-compensated Resistivity Probe - Development and Application (온도보상형 전기비저항 프로브 - 개발 및 적용)

  • Jung, Soon-Hyuck;Yoon, Hyung-Koo;Lee, Jong-Sub
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.1
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    • pp.51-60
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    • 2011
  • Electrical resistivity is applied for understanding details about layers and obtaining basic properties of soils to various measurement devices. The objective of this study is development of TRP(Temperature-compensated Resistivity Probe), analysis about effects of temperature changes during cone penetration test, and observation of characteristics of cone penetration. In order to observation of temperature changes according to a diameter difference of resistivity cone probe, the cone which has wedge type cone tip is made to two types, 2mm and 5mm. Temperature sensor is attached at 15mm below from cone tip because of an electrical interference with elecrical resistance probe. Delectrical connector is used to prevent electric disturbance between motor type penetrating machine and electrical resistivity cone probe. Application tests are carried out in acrylic cell whose diameter is 30cm with uniform Jumunjin sand according to densification caused by blows. The test results indicate that the temperature is increased uniformly during penetration and a tendency, characteristics of cone penetration, is discovered during altering state of soils. This study suggests that the temperature effects and characteristics of penetration should be considered in penetrating tests in order to conduct an accurate ground investigation using TRP(Temperature-compensated Resistivity Probe).

Axial Behavior of Reinforced Concrete Columns Externally Strengthened with Unbonded Wire Rope and T-Shaped Steel Plate (와이어로프와 T 강판으로 비부착 보강된 철근콘크리트 기둥의 중심 축하중 거동)

  • Yang, Keun-Hyeok;Sim, Jae-Il;Byun, Hang-Yong
    • Journal of the Korea Concrete Institute
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    • v.20 no.2
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    • pp.221-229
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    • 2008
  • An improved unbonded-type column strengthening procedure using wire rope and T-shaped steel plate units was proposed. Eight strengthened columns and an unstrengthened control column were tested under concentric axial load. The main variables considered were the volume ratio of wire rope and the flange width and configuration of T-shaped steel plates. Axial load capacity and ductility ratio of columns tested were compared with predictions obtained from the equation specified in ACI 318-05 and those of conventionally tied columns tested by Chung et al., respectively. In addition, a mathematical model was proposed to evaluate the complete stress-strain relationship of concrete confined by the wire rope and T-plate units. Test results showed that the axial load capacity and ductility of columns increased with the increase of the volume ratio of wire rope and the flange width of T-plates. In particular, at the same lateral reinforcement index, a much higher ductility ratio was observed in the strengthened columns having the volume ratio of wire rope above 0.0039 than in the tied columns. A mathematical model for the stress-strain relationship of confined concrete using the proposed strengthening procedure is developed. The predicted stress-strain curves were in good agreement with test results.

Study on Cement-based Grout for Closed-loop Vertical Grout Heat Exchanger (수직 밀폐형 지중열교환기 뒤채움재로서 시멘트 그라우트의 적용성 검토)

  • Park, Moon-Seo;Wi, Ji-Hae;Lee, Chul-Ho;Choi, Hang-Seok;Kang, Shin-Hyung
    • Journal of the Korean Geotechnical Society
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    • v.26 no.7
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    • pp.107-115
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    • 2010
  • In this paper, the applicability of cement grout bas been studied as an alternative to bentontite grout to backfill ground heat exchangers. To provide an optimal mixture design, the groutabilty and thermal conductivity of cement grouts with various mixture ratios were experimentally evaluated and compared. The unconfined compression strength of cement grout specimen was measured, which was exposed to cyclic temperature variation ranging from $50^{\circ}C$ to $-5^{\circ}C$. In addition, the integrity of the interface between circulating HDPE pipes and cement grout was evaluated by performing equivalent hydraulic conductivity tests, on the specimen. in which a pipe locates at the center of the specimen.

A STUDY ON THE SHEAR BOND STRENGTH OF LIGHT-CURED GLASS IONOMER CEMENT (광중합형 글래스아이오노머 시멘트의 전단결합강도에 대한 연구)

  • Kim, Hyun-Yang;Tae, Ki-Chul;Kook, Yoon-Ah;Kim, Sang-Cheol
    • The korean journal of orthodontics
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    • v.28 no.5 s.70
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    • pp.689-698
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    • 1998
  • The purpose of this study was to evaluate the shear bond strength of light cured glass ionomer cement to enamel surface which treated with $37\%$ phosphoric acid, $10\%$ polyacrylic acid, $1.23\%$ acidulated phosphate fluoride gel and no etching agent. To compare the shear bond strength of glass ionomer cement, light-cured composite resin and chemically-cured composite resin were empoloyed as controls. Eight experiments groups were composed. 10 specimens of each group were bonded by metal bracket by tested in universal testing machine for shear bond strength, in stereoscope for adhesive remnants index. The data were evaluated statistically by SPSS/PC+. The results were as follows. 1. Among the groups of $37\%$ phosphoric acid treated and dry and bonded with light cured glass ionomer, light cured composite resin, and chemically cured composite resin, the shear bond strength of glass ionomer group showed no significant difference to the others, but the shear bond strength of chemically cured resin showed statistically lower than that of light cured resin (p<0.05). 2. The shear bond strengths of glass ionomer cement to enamel treated group with $1.23\%$ acidulated phosphate fluoride gel and $10\%$ polyacrylic acid and $37\%$ phosphoric acid showed statistically higher than that of no etched enamel group(p<0.U). 3. In the groups of glass ionomer cement, the presence of moisture was not significantly effect to the shear bond strength (p<0.05). 4. After debonding, no etched enamel group showed less residual materials on the enamel surface than the group of enamel etched with $37\%$ Phosphoric acid.

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A Study on the Implementation of Transmission type PPG Measurement Device in a Wrist Watch (손목시계 형태의 투과형 PPG 측정 장치의 구현에 관한 연구)

  • Kim, Namsub
    • The Journal of Korea Institute of Information, Electronics, and Communication Technology
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    • v.10 no.2
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    • pp.161-167
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    • 2017
  • This paper presents an effective PPG measurement device in a wrist watch for smart healthcare. PPG can be acquired by measuring absorption of light and PPG measurement device is classified as transmission and reflection type. Reflection type is easy to implement but vulnerable to motion artifact. Moreover, reflection type must use 2 hands at once if the device is implemeted in a wrist watch. This paper describes the implementation of robust transmission type PPG measurement device by using previous developed reflection type device. PPG sensor is clip type and can be separated from the device so that the influence of motion artifact can be reduced. The proposed device can transmit the measured signal in real-time and is useful for smart healthcare. For evaluation of the proposed device, PPG signals are compared with reflection type in the same condition. The results show that the proposed device has 20% improvement in performance.

차세대 TCO 소재

  • Song, Pung-Geun
    • Proceedings of the Korean Vacuum Society Conference
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    • 2010.08a
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    • pp.10-10
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    • 2010
  • 가시광역에서 80% 이상의 높은 투과율과 전기전도성을 동시에 갖는 투명전도성 산화물(TCO) 박막은 LCD, PDP, OLED, 태양전지 등의 다양한 분야에 투명전극재료로서 사용되고 있다. 이들 TCO 박막은 Magnetron sputtering, Chemical vapor deposition, Pulse laser deposition, Ink jet등과 같은 다양한 방법으로 증착할 수 있지만, 대면적의 기판에 균일한 박막형성 및 박막과 기판의 높은 부착력등 양산성의 관점에서 우월성을 가지고 있기 때문에 생산라인에서는 DC magnetron sputtering법이 주로 사용되고 있다. 이 경우, 산화물 박막의 미세구조, 내부응력, 광학적 및 전기적 특성은 스퍼터링 과정에서 발생하는 고에너지 입자들의 기판입사 충격에 크게 의존하기 때문에 고품질의 TCO박막을 제작하기 위해서는 증착공정인자들의 제어는 매우 중요한 것으로 알려져 있다. 대표적 TCO박막재료로서 $In_2O_3$계, ZnO계 및 $SnO_2$계를 들 수 있으며, 이들 중에서 Sn을 $In_2O_3$에 치환고용시킨 ITO박막의 경우, 전기적 및 광학적 특성이 상대적으로 우수하기 때문에 실용화 TCO박막으로서 가장 널리 사용되고 있다. 한편, Flexible display의 경우, 유연성의 폴리머기판위에 증착되는 TCO박막에 대하여 요구되는 특성으로는 높은 투과율 및 낮은 비저항은 물론, 박막표면의 평활도 (낮은 표면조도), bending에 대한 높은 기계적 특성 (낮은 내부응력), 수분침투에 대한 높은 barrier특성 및 저온공정 등을 들 수 있다. 그러나 높은 전기전도도를 가지는 ITO박막을 제작하기 위해서는 $200^{\circ}C$ 이상의 증착온도가 필요하며, 이때 얻어진 다결정의 ITO박막은 높은 표면조도 및 bending시에 낮은 기계적 내구성이 문제점으로 지적되고 있다. 한편, 기판가열 없이 증착한 비정질 ITO박막은 낮은 표면조도, 높은 엣칭속도 및 양호한 식각특성을 나타내지만, 상대적으로 높은 비저항 및 기판과의 낮은 부착력 등이 지적되고 있다. 따라서 본 강연에서는 비정질 ITO박막의 결정화 온도 (약 $160^{\circ}C$) 이상에서도 비정질 구조를 유지하기 때문에 낮은 표면조도와 높은 엣칭속도를 가지면서 상대적으로 전기적 특성과 기계적 내구성이 개선된 새로운 고온형 비정질 TCO박막에 대한 최근의 연구성과를 소개하고자 한다.

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Properties of Advanced Synthetic Fiber Reinforced Concrete for Improvement of Tunnel Shotcrete Performance (터널 숏크리트 성능 향상을 위한 고기능성 합성섬유 보강 콘크리트의 물성 평가)

  • Jeon, Chanki;Jeon, Joongkyu
    • Journal of the Society of Disaster Information
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    • v.7 no.1
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    • pp.43-50
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    • 2011
  • The Application of Steel Fiber Shotcrete in tunneling construction has become part of tunneling practice at least since the 1970s because of its high bending and tensile properties. Over the past 3 decades, researcher from all over the world have been significantly developing the associated technologies for improved performance of SFRS. But still it has some major drawbacks in terms of durability, damage of pumping hose, wastage due to rebound concrete, corrosion and it costs high. To overcome this situation researcher has to look for some alternative material. Therefore, this part study deals with the three types of fiber in order to find good alternative for steel fiber. Polyamide and Polypropylene fiber were used in this study with 0.6, 0.5% mixing ratio. To evaluate its fresh and harden properties air content, slump, compressive, split tensile and bending strength were measured. After comparing the results of all three types of fiber reinforced concrete with its different mixing proportion this study propose that polyamide fiber with addition ratio of 0.6 % for field use.

Effects of the Recess and Propellants Mass Flow on the Flammability Limit and Structure of Methane-Oxygen Diffusion Flame (인젝터 리세스와 추진제 공급유량이 메탄-산소 확산화염의 가연한계와 구조에 미치는 영향)

  • Hong, Joon Yeol;Bae, Seong Hun;Kim, Jeong Soo
    • Journal of the Korean Society of Propulsion Engineers
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    • v.22 no.1
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    • pp.28-35
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    • 2018
  • In order to analyze the flammability limit and structure of the gaseous methane-gaseous oxygen diffusion flame formed through a shear coaxial injector, combustion experiments were carried out according to the condition of injector recess and propellant mass-flow rate. As a result, it was confirmed that stable anchored flame was observed even at the high oxygen Reynolds number as the propellant momentum flux ratio increased, and that the recess had no significant influence on the flame shape and flammability limit. The anchored flame visualized through a chemiluminescence showed the maximum OH radical emission intensity at a specific position, irrespective of the propellant injection condition, and the radical intensity was greatly reduced by the injector recess.

Taesil Seokham Styles of the Joseon Royal Family (조선왕실(朝鮮王室) 태실석함(胎室石函)의 현황(現況)과 양식변천(樣式變遷))

  • Shim, Hyun Yong
    • Korean Journal of Heritage: History & Science
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    • v.43 no.3
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    • pp.208-241
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    • 2010
  • This study was conducted to examine the chronology of Taesil Seokham(Taesil Stone Boxes) stored in Taesil of the Joseon Palace and classify the styles to discuss how these boxes have developed. By doing so, this study defined the archaeological styles of taesil seokhams in the chronological order. Although taesil seokhams are placed when taesil are first created, they do not have any texts engraved on them and it is difficult to gain information only from examining taesil seokham. However, Taejiseok(memorial stones buried in Taesil) and Agibi(gravestones buried in Taesil) were created along with taesil. These resources were examined and compared with literature records to find when each taesil seokhams was created. The critical elements to consider for the chronological arrangement were both the cover and container of the boxes and the transition of their style could be classified into four major stages. In detail, the Joseon Dynasty's taesil seokhams initially inherited the style of the Goryeo Dynasty to be formed into rectangular boxes. Through the transition of the mid and late 15th Century, the semi-circular cover with cylindrical container became the popular style in the late 15th Century. In the late 16th Century, the style of the previous period was further developed to add some decorative elements, such as projecting ornaments, but the ornaments were added for functional purposes rather than artistic purposes. However, the style went back to the semi-circular cover with cylindrical container in the early 17th Century. From the mid 17th Century, various styles appeared with ornaments only on the cover, cone-shaped cover with no ornament, or mortar-like container. However, a new style of cone-shaped cover with ornament emerged between the early and mid 18th Century and continued to stay until the mid 18th Century. In the mid 18th Century, the cover remained unchanged, but the container became a keyhole-shaped space with one side forming a "ㄷ" shape. However, in the late 18th Century, the most typical style of the semi-circular cover with cylindrical container reappeared to show that this is the most universal style. Last, in the mid 19th Century, the cover changed from semi-circular to rectangular with flat top. After this, the taesil seokhams began to disappear. In terms of style, it can be classified into four stages. In the early Joseon Dynasty, the taesil seokhams were underdeveloped and inherited the style of the Goryeo Dynasty (Stage I; 1401~mid-15C), but Joseon's unique style began to develop from the late 15th Century (Stage II; 1477~1641). After that, partial ornaments were added for adornment (Stage III; 1660~1754), but the typical style reappeared in the late 18th Century to finally degrade in the late Joseon Dynasty of the mid 19th Century (Stage IV; 1790~1874). This arrangement of style and chronology would greatly help archaeologists anticipate the time and owner of taesil seokhams even if only taesil seokhams are discovered without any records. * Tae(胎) : Placenta and umbilical cord * Taesil(胎室) : A facility(chamber) of burying Tae(胎) in rite when royal descendants are born.

Shear Strengthening Effect on Reinforced Concrete Beams Strengthened by Vertical Slit Type Steel Plates (수직 Slit형(形) 강판으로 전단보강된 철근콘트리트 보의 전단보강효과)

  • Lee, Choon-Ho;Kwon, Ki-Hyuk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.1 s.53
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    • pp.195-204
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    • 2009
  • Application of steel plates is one of widely used methods for shear strengthening of reinforced concrete beams that are insufficient of shear capacity. While the existing method applying solid steel plates provides good shear rigidity, however, it is concerned by brittle bond failure patterns, inefficient material usage, and low constructability. The use of strap type steel plates has also shortcomings of low strenthening effect due to small interface bonding area and ununified behavior between plates and main body. Therefore, this study aims to introduce the shear strengthening method using slit type steel plate, which can solve out the problems aforementioned, and to verify its strengthening effects on shear capacity. A total of 13 specimens strengthened by slit type steel plates were fabricated with primary test parameters of plate width, slit spacing, and plate thickness. The test results from this study were also compared to those from the existing research on RC beams strengthened by strap type steel plates, and the strengthening effects on shear capacity of specimens having bonded slit type steel plates were quantitatively analyzed. The test results showed that the RC beams strengthened by slit type steel plates had greater shear capacities than those with strap type steel plates, which is considered to be the effects of improved composite behavior and larger interface bonding area in the RC beams strengthened by the slit type steel plates.