• Title/Summary/Keyword: 부착저항력

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Analytical Study on the Pullout Resistance Characteristics of Bored Pile (매입말뚝의 인발저항특성에 관한 연구)

  • Park, Jong-Bae;Chun, Young-Soo
    • Land and Housing Review
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    • v.7 no.4
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    • pp.281-289
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    • 2016
  • Structural experiment result showed that PHC(d=600mm) Pile used as a common compression member could resist 83.6 ~ 91.6 tonf of ultimate tension force, if the adhesion of P.C. bar of PHC pile to the concrete foundation is strengthened. Considering a proper safety factor to ultimate tension strength, PHC pile can substitute the anti-floating anchor, or reduce the number of anchors. For this purpose, pullout resistance behavior of a Bored pile embedded in real ground as well as structural tension strength of PHC pile must be evaluated. This study performed the static pullout tests to evaluate the pullout behavior of bored pile, and compared the test results with design value of side resistance. To evaluate the pullout resistance easily, static pullout test results were compared with dynamic loading test results using PDA. As a result, cement paste of the bored pile was hardened which is after 15 days, LH side resistance design value corresponded well to the Static pullout test results, also to the side resistance evaluated by dynamic loading test.

Effect of Mineral Admixture on Bond Properties between Polyolefin Based Synthetic Fiber and Cement Mortar (폴리올레핀계 합성 섬유와 시멘트 모르타르와의 부착 특성에 미치는 광물질 혼화재의 효과)

  • Lee, Jin-Hyeong;Park, Chan-Gi
    • Journal of the Korea Concrete Institute
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    • v.23 no.3
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    • pp.339-346
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    • 2011
  • The effects of mineral admixtures on the bonding properties of cement mortar to polyolefin based synthetic fiber were evaluated. The mineral admixtures consisted of 0%, 5%, 10%, and 15% fly ash, blast furnace slag, and metakaolin in cement. Bond interactions between the cement mortar and the polyolefin based synthetic fiber were determined by Dog-bone bond tests. Bond tests of the polyolefin based synthetic fiber showed an increase in pullout load with the strength of the cement mortar. Also, the interface toughness of polyolefin based synthetic fiber in cement mortar increased as the fly ash, blast furnace slag, and metakaolin contents increased. The microstructure of polyolefin based synthetic fiber surface was examined after the pullout test to analyze the frictional resistant force according to the replacement ratio of fly ash, blast furnace slag, and metakaolin during the pullout process of polyolefin based synthetic fiber in cement mortar. The scratched of polyolefin based synthetic fibers increased with the replacement ratio of fly ash, blast furnace slag, and metakaolin. Also, the interface toughness was enhanced by adhesion forces induced by the fly ash, blast furnace slag, and metakaolin.

Axial Stress Evaluation of Bundle Nails in Smart Construction (스마트 건설기반 번들네일의 축응력 평가)

  • Donghyuk Lee;Jaekoo Ryu
    • Journal of the Korean GEO-environmental Society
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    • v.25 no.6
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    • pp.13-17
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    • 2024
  • The general soil nailing method, which is currently used domestically and internationally to stabilize the slopes of sandy slopes, is to form a kind of gravity-type retaining wall by drilling the ground and grouting it with a single steel bar. This method can reduce construction costs, ease of construction, relative strength and displacement, and is highly efficient. The difference between grouting and rebar adhesion to the yield pullout force and the difference between the amount of deformation in relation to the same pullout resistance was analyzed through field tests to identify engineering excellence, and in terms of construction cost, the reduction effect was evaluated by analyzing the difference in the number of drillings and the impact on the overall construction cost, such as material cost, when the same strength constant is applied to the ground with the same resistance.

A Study on the Manufacturing and Characteristics of Natural Binder (천연바인더 제조 및 특성에 관한 연구)

  • Park, Yong-Wan;Jun, Huyn-Sun;Ko, Hey-Ri;Kim, Yung-Un;Kim, Ue-Hwa
    • Proceedings of the Korean Society of Dyers and Finishers Conference
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    • 2011.03a
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    • pp.81-81
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    • 2011
  • 식물성 원료인 콩, 쌀이나 밀기울의 풀, 송진 등과 알긴산이 포함되어 있는 해조류는 예로부터 접착제로 사용되어 왔으며, 최근 친환경 소재 개발의 영향으로 천연바인더에 대한 기술개발이 큰 관심이 되고있다. 국내에서는 재지분야에서 천연바인더 기술개발이 이루어진 바 있으며, 잉크 고착제로써 개발이 시도된 적이 있으나 천연 바인더가 섬유의 염색가공에서 사용된 예는 거의 찾아보기 어렵다. 최근, 염색공정 중 날염시 염료와 섬유를 고착시키기 위해 로진을 천연바인더로 사용된 예가 있으나, 원료 추출의 어려움과 날염 후 접착력 및 끈적임 등의 문제로 인해 상용화에 필요한 기술개발이 문제로 남아 있다. 독일의 한 연구에 의하면 천연바인더로 녹말, 설탕, 셀룰루오스, 식물성 기름, 식물성 단백질 등이 합성 바인더와 비교 실험된 예가 있으며, 이런 천연바인더가 파이버보드(섬유판)에 사용되기도 하였다. 또한 미국의 바이오물질, 바이오시스템 공학과에서 옥수수대와 switchgrass를 이용하여 천연바인더를 개발하였으며, bridge 타입의 메카니즘을 연구한 바 있다. 천연바인더는 여전히 값비싸고, 바인더로서 섬유에 적용하기에는 딱딱한 단점이 있으며, 수분에 대한 저항력이 떨어져 추출에서부터 적용까지 전반에 걸쳐 기술개발이 필요한 분야이다. 본 연구에서는 셀룰로오스 섬유의 염색가공 공정에서 기능성 마이크로 캡슐을 부착할 수 있는 천연바인더를 개발하기 위하여 갈조류에서 알긴산을 추출하였으며, 알긴산이 셀룰로오스 섬유에 바인더로서 어떤 특징을 나타내는지에 대하여 연구하였다.

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Arthroscopic Rotator Cuff Repair: Double Rows & Suture Bridge Technique (관절경적 회전근 개 봉합술: 이열 봉합술 및 교량형 봉합술식)

  • Shin, Sang-Jin
    • Clinics in Shoulder and Elbow
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    • v.11 no.2
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    • pp.82-89
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    • 2008
  • Ideal rotator cuff repair is to maintain high fixation strength and minimize gap formation for optimizing the environment of biologic healing of tendon to bone. Among the current repair techniques, the suture bridge technique is superior to single- or double-row repair in ultimate load to failure, gap formation, restoring anatomical footprint and achieving pressurized contact area. The suture bridge technique also minimizes gap formation and has rotational and torsional resistances allowing early rehabilitation. However, despite superior biomechanical characteristics of the suture bridge technique, there is no evidence that these mechanical advantages result in better clinical outcomes. Furthermore, there is no difference in failure rates between the double-row repair and suture bridge techniques. An appropriate repair technique should be determined based on tear size and pattern and tendon quality.

Fuzzy control of hybrid base-isolator with magnetorheological damper and friction pendulum system (MR 감쇠기와 FPS를 이용한 하이브리드 면진장치의 퍼지제어)

  • Kim, Hyun-Su;Roschke, P.N.;Lin, P.Y.
    • Journal of the Earthquake Engineering Society of Korea
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    • v.9 no.1 s.41
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    • pp.61-70
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    • 2005
  • Shaking table tests are carried out on a single-degree-of-freedom mass that is equipped with a hybrid base isolation system. The isolator consists of a set of four specially-designed friction pendulum systems (FPS) and a magnetorheological (MR) damper. The structure and its hybrid isolation system are subjected to various intensities of near- and far-fault earthquakes on a large shake table. The proposed fuzzy controller uses feedback from displacement or acceleration transducers attached to the structure to modulate resistance of the semi-active damper to motion. Results from several types of passive and semi-active control strategies are summarized and compared. The study shows that a combination of FPS isolators and an adjustable MR damper can effectively provide robust control of vibration for a large full-scale structure undergoing a wide variety of seismic loads.

Aortic Root Replacement Using Aortic Homograft in Acute Bacterial Endocarditis One Case Report (심내막염 환자의 동종대동맥편을 이용한 대동맥 근부 치환술 - 1례 보고 -)

  • Im, Chang-Yeong;Lee, Heon-Jae
    • Journal of Chest Surgery
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    • v.30 no.8
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    • pp.819-822
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    • 1997
  • Aortic valve replacement with aortic allograft has been considered a treatment of choice for aortic valve disease secondary to bacterial endocarditis because of its good homodynamic performance and higher resistance to infection. The aortic root replacement technique might be superior to the subcoronary allograft implantation technique with regard to aortic regurgitation. A 46 yea,rs old male patient had acute aortic regurgitation with progressing heart failure secondary to acute bacterial endocarditis. The patient underwent emergent aortic root replacement using 20 mm aortic allograft. At operation, right coronary cusp perforation and heavy calcification of commissure between right and left coronary cusp were observed. The patient recovered well and postoperative echocardiography demonstrated no aortic regurgitation. Inflammatory signs were subsided after 8 weeks of antibiotics therapy. Medically uncontrolled acute bacterial endocarditis was treated successfully by aortic root replacement using aortic homograft.

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Study on the Tractive Characteristics of the Seed Furrow Opender for No-till Planter (무경운 파종기용 구절기의 견인특성에 관한 연구)

  • 나우정;김성래
    • Journal of Biosystems Engineering
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    • v.4 no.1
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    • pp.58-66
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    • 1979
  • 동력경운기용 두류의 무경운 파종기에 부착하여 사용하는 구절기중에서 소요견인력이 작고 구절작업정도가 양호한 구절기의 개발을 위한 기초자료를 얻기 위하여 구동식 토조에 인공강토를 채우고 원판형 및 호우형 구절기의 소요견인력과 이에 영향을 미치는 인자들의 관계를 구명코자 실내모형 확험을 실시하여 다음과 같은 결과를 얻었다. 원판형 구절기에 대하여 직경별로 조립각을 $8^{\circ}$$16^{\circ}$, 경심을 3 cm 와 6cm로 변화시키면서 2.75cm/sec의 속도로 견인력을 측정한 결과 원판의 직경이 약 28cm인 경우에 견인력이 최소로 나타났고, 직경이 이보다 크거나 작은 때는 견인력이 증가하는 경향을 나타냈으며 비저항도 대체로 비슷한 경향이었으나 원판의 직경이 약 30cm 일 때 최소로 나타났다. 종자파종의 심도조절을 목적으로 작구심(3cm 및 6 cm)과 견인력과의 관계를 조사하였던바, 경심과 견인력과의 관계는 거의 직선적인 변화를 나타냈으며 견인력에 영향을 미치는 인자중에서 경심의 영향이 가장 컸음을 알 수 있었다. 일반적으로 조립각 미 주행속도에 별 영향없이 경심 3cm 및 6 cm 공히 견인력은 직경 약 28 cm에서 , 비저항은 약 30cm에서 최소의 값을 나타내었다. 파종기의 작업성능과 관계가 깊은 주행속도 및 파시의 조절을 목적으로 원판의 조립각과 주행속도가 견인력에 미치는 영향을 조사했던 바, 조립각과 주행속도가 증가함에 따라 모두 견인력이 증가하는 경향을 나타내었으나 견인력에 미치는 영향은 주행속도가 더욱 크게 나타났다. 원판형 구절기와 호우형 구절기를 비교하기 위하여 쐐기각이$16^{\circ}$ 이고 리프트 각이 $20^{\circ}$ 인 호우형 구절기와 조건이 비슷한 조립각$16^{\circ}$ 의 원판형 구절기의 견인특성을 비교한 결과 직경 30cm 인 원판형의 경우는 비저항이 0.35-0.5kg/$cm^2$인데 비해 호우형의 경우는 0.71-1.02kg/$cm^2$로 나타나 호우형의 견인저항력이 평균 2 배정도 크게 나타났고 작구상태고 원판형의 경우보다 불량하였다.

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The Development of End-expanded Soil Nailing Method for Ground Reinforcement and its Behavior Characteristics (선단확장형 쏘일네일링 공법 개발과 거동특성 분석)

  • Moon, Hongduk;Jung, Youndug
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.3
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    • pp.19-27
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    • 2013
  • Recently, the natural and man-made slope collapses occur frequently because of sudden heavy rains. So, a variety of slope reinforcement methods have been developed and applied to failure slopes. Soil nailing method usage has been increased because of its workability and economic aspects. This method has been applied in combination with other slope stability methods. Soil nailing method is a kind of combinational structure of steel bar and cement grouting. This method uses skin friction between adjacent ground and cement grouting to stabilize the slope. In this study, End-expanded soil nailing method was developed. This method consists of steel bar and anchor body attached at the tip of the nail. During construction, the anchor body at steel bar tip is settled to the ground through the expanding action. In this study, field pull-out tests were performed for un-grouting soil nailing and grouting soil nailing. From the test results, a wedge force of End-expanded soil nailing method was analyzed. And the behavior characteristics of End-expanded soil nailing were studied.

Sensitivity and Rejection Capability of Thermal Asperity Induced by Sub-Micron Contamination Particles (미세 입자에 의한 thermal asperity의 민감도 해석 및 감소 방안)

  • 좌성훈
    • Journal of the Korean Magnetics Society
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    • v.10 no.6
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    • pp.310-317
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    • 2000
  • With use of (G)MR head, thermal asperity (TA) has been a big concern in drive industry. In this study, we investigated several factors of heads and disks which affects the TA sensitivity of the drive. TA experiments were conducted by introducing the particles on the drives using a particle injection chamber. It was found that the slider ABS shape can help to reduce TA or contamination in the head/media interface. However, TA sensitivity of the drive mainly depend on the intrinsic property of (G)MR sensor. GMR head is much less sensitive to TA compared with MR head. However, in case that the same bias current was applied for both of MR and GMR head, TA sensitivity of GMR head became almost identical to that of MR head. Therefore it was found that the bias current is a dominant factor in determining TA sensitivity of the head. TA sensitivity of different types of disks was also studied. The scratch resistance of the carbon overcoat layer is the one of the main factors which influence TA rejection capability of the disks.

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