• 제목/요약/키워드: Standard Hook

검색결과 35건 처리시간 0.031초

철근격자망을 사용한 슬래브-벽체 접합부의 구조성능 (Structural Performance of RC Slab-Wall Joints Reinforced by Welded Deformed Steel Bar Mats)

  • 박성식;윤영호;이범식
    • 토지주택연구
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    • 제2권1호
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    • pp.61-68
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    • 2011
  • 본 연구는 벽식구조 아파트의 슬래브와 벽체를 철근격자망으로 배근할 경우 접합부의 구조성능을 검증하기 위해 수행되었다. 이를 위해 벽체와 연결된 불연속단의 캔틸레버형 슬래브 시험체를 사용하여 철근격자망 상부근의 정착길이와, 철근격자망의 정착부에 일반 구부림 철근을 사용하여 정착한 경우의 정착방법 및 길이를 변수로 실험을 수행하였다. 결과는 다음과 같다. (1) 슬래브-벽체 외부접합부의 철근망 시공에서 슬래브 철근망은 벽체의 철근 선까지 배근하고 이음길이를 확보한 별도의 철근을 $90^{\circ}$ 표준갈고리로 정착하는 경우, 정착길이와 단면적이 확보되면 강도 발현에 문제가 없는 것으로 나타났다. (2) 슬래브 철근망을 접합부에서 이음할 때 철근망의 철근을 벽체 속으로 매입하면 강도는 더욱 증가한다. 그러나 최고강도에 도달한 이후의 연성은 이음이 없는 것과 동일한 것으로 나타났다. (3) 슬래브-벽체 외부접합부에서 단부 모멘트에 대한 슬래브 하부 압축콘크리트의 파괴시 변형률은 일반 콘크리트 보와 비교할 때 훨씬 큰 것으로 나타났다. 이는 슬래브-벽체 접합부가 $90^{\circ}$를 이루고 있어 이에 따른 구속효과가 있기 때문인 것으로 판단된다.

기계적 정착된 철근의 인발거동에 대한 비선형 유한요소 해석 (Nonlinear finite element analysis on the pullout behavior of the mechanical anchorage of reinforcement in concrete)

  • 천성철;이성호;오보환;박형철;나환선;김상구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.132-135
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    • 2003
  • Mechanical anchorage can substitute a standard hook. To enhance the workability and economical benefit of mechanical anchorage, the size of anchor plate should be optimized. In this paper, the pull-out behaviors such as strength, failure mode, and crack patterns of mechanically anchored reinforcement in concrete are investigated using nonlinear finite element analysis. The nonlinear finite element analysis results are consistent with the experimental results. These results show that the optimal anchor plates can be designed using the nonlinear finite element analysis.

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대수응력 난류 모델의 선체주위 점성유동해석에의 적용 (Application of Algebraic Stress Model to the Calculation of the Viscous Flow around a Ship)

  • 오건제;최정은
    • 한국전산유체공학회지
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    • 제5권1호
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    • pp.22-26
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    • 2000
  • The flow around a ship is complex, especially, at the stern region of a full ship, where highly curved streamlines, hook-shaped iso-velocity contours, and strong secondary flow exist. To resolve this complex flow, an Algebraic Stress Model(ASM) is applied. The calculations are performed for the HSVA Tanker. The results are improved comparing with those of standard k-ε turbulence model, but still show a little difference from the experiments.

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성장기 하악골 열성장 환자의 Berlin standard activator를 이용한 부정교합 치료: 증례보고 (Berlin standard activator in the treatment of growing patients with mandibular deficiency: Case report)

  • 이승엽
    • 대한치과의사협회지
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    • 제48권11호
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    • pp.819-828
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    • 2010
  • Activator is a removable functional appliance used for correcting the skeletal Class II malocclusion in children with the mandibular deficiency. Berlin standard activator modified from Andresen activator has following characters; do not cover the palatal surface for tongue space, relief on lingual surface of mandibular incisors and resin capping 1/3-1/2 of crown height on mandibular incisors for preventing labioversion of mandibular incisors, L-hook between maxillary lateral incisor and canine for anterior high pull headgear, relief on mandibular posterior bite block for differential eruption of posterior teeth. Two cases presented here had a mandibular deficiency and slight maxillary protrusion. First case (an 11-year-old girl) treated with Berlin standard activator and anterior high pull headgear for 13 months followed by fixed orthodontic appliance for another 29 months. Second case (a 12-year-old boy) treated with Berlin standard activator for 6 months followed by fixed appliance for another 24 months. Treatment results showed a significant improvement in sagittal skeletal and occlusal relationship without premolar extraction. Mandibular condyles were concentric in TMJ [ossa, and masticatory muscle activities were normalized after treatment. In the retention period facial harmony and occlusal stability was maintained.

클립형 연결장치로 결속된 90도 갈고리를 갖는 띠철근의 정착거동 (Clip-type Binding Implement Effect on Anchorage Behavior of 90-Degree End-Hooked Transverse Reinforcement in Reinforced Concrete Columns)

  • 박경언;윤현도
    • 한국구조물진단유지관리공학회 논문집
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    • 제24권4호
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    • pp.72-80
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    • 2020
  • 이 연구의 목적은 철근콘크리트 기둥에서 외부띠철근 상세로 이용되는 갈고리 양단 135도 교차 시공 상세에 대해, 대등한 구조적 성능을 확보하면서, 동시에 시공성을 개선할 목적으로 클립형 연결장치로 띠철근 갈고리 보강하는 방법을 제시하였다. 제안한 클립형 연결장치로 결속한 띠철근의 정착거동 및 강도를 파악하기 위해 콘크리트 압축강도, 클립형 연결장치의 묻힘길이, 설치 위치를 주요 변수로 28개 인발 실험체를 제작하여 실험하였다. 실험결과, 정착강도는 콘크리트 압축강도, 띠철근 직경, 클립의 묻힘길이, 설치 위치에 관계없이 클립형 연결장치로 결속하는 경우, 표준 갈고리 상세보다 모두 높게 나타났고 표준 갈고리 상세의 정착거동과 유사한 거동을 보여주었다. 그러므로, 90도 갈고리에 클립형 연결장치로 결속하는 상세는 표준 갈고리 상세와 대등한 정착거동 및 성능을 발휘할 수 있는 것으로 평가할 수 있다.

폐쇄형 후프의 시공성을 개선하기 위해 강재 클립형 연결장치로 보강한 대체후프를 갖는 SRC기둥의 내진거동 (Seismic Behavior of SRC Columns with Alternative Hoops by Steel Clip-Type Devices to Improve Constructability of Closed Hoops)

  • 김용주;최병정
    • 한국공간구조학회논문집
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    • 제22권4호
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    • pp.59-70
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    • 2022
  • In SRC column, the closed hoops are applied with the same detail of both 135° standard hooks to expect the same performance as hoops of RC columns. This standard detail is actually complicated to construct, thus, two separating rebars are connected in the form of a square shape and welded over the overlapping section. But this is also complicated in construction practice. Therefore, this study describes experimental results regarding cyclic behaviors shown with alternative hoops cramped by the steel clip type-binding device instead of welding and standard specimen. As a result of the experiment, the specimens with alternative hoops of the SRC column showed comparable performance to the specimens with closed hoops. Therefore, it can be evaluated that the alternative hoops applied with the rebar confinement clips in the SRC column can replace the closed hoop.

면역방사계수측정법의 민감도 향상을 위한 변법의 평가 (Evaluation of Variation Method to Improve the Sensitivity of Immunoradiometric Assay)

  • 권원현;강미지;김나경;박지솔;김정인;이경재
    • 핵의학기술
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    • 제27권1호
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    • pp.29-35
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    • 2023
  • Purpose The concentration of PSA (Prostate Specific Antigen) after radical prostatectomy in prostate cancer patients is a predictor of biochemical recurrence, and the AUA (American Urological Association) is defined as biochemical recurrence when the concentration of PSA is measured at 0.2 ng/mL or more, and when the concentration is measured at 0.2 ng/mL or more at the retest. This standard is also applied our hospital. In this laboratory, the PSA reagent using IRMA (Immunoradiometric Assay) is used, and the sensitivity at a very low value was not as good as the reagent used in the department of laboratory medicine. This study aims to increase the reliability of the results by improving the precision and sensitivity of very low values. Materials and Methods As a reagent for the study, PSA reagent using IRMA was used. As a method to improve the precision and sensitivity of very low values, a variation method on the serum volume(25 uL, 50 uL, 100 uL, 200 uL) was studied, and variation usefulness evaluation was conducted. The evaluation items were compared the results of precision, analytical sensitivity, recovery rate, dilution test, high-dose hook effect test, parallel test and very low concentration values(n = 20). Results The validation results were displayed in the order of 25 uL, 50 uL, 100 uL, 200 uL. As the serum volume increased, it was confirmed that CV (Coefficient of Variation)(%) improved. Analytical sensitivity(ng/mL) was 0.038, 0.041, 0.017, 0.015 and recovery rate(%) was 101±3, 101±3, 99±2, 97±4. very low concentration values(ng/mL) between each volume(n=20) were 0.135±0.068, 0.076±0.050, 0.048±0.034, 0.046±0.034. and high dose hook effect appeared as the serum volume increased. Conclusion Through the variation usefulness evaluation, it was confirmed that as the serum volume increased, the precision and sensitivity improved at very low concentration values. However, it is necessary to pay special attention to the occurrence of high-dose hook effect as the serum volume increases. In the case of tests that requires very low concentration values, it is thought that the reliability of the result will be increased if the variation method is properly used after the variation usefulness evaluation.

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Comparison of Turbulence Models for the Prediction of Wakes around VLCC Hull Forms

  • Kim, Wu-Joan;Kim, Do-Hyun;Van, Suak-Ho
    • Journal of Ship and Ocean Technology
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    • 제5권2호
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    • pp.27-48
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    • 2001
  • Turbulent flow calculations are performed for the two modern practical VLCCs with the sable forebody and the slightly different afterbody, i.e. KVLCC and KVLCC2. Three $\textsc{k}-\varepsilon$ turbulence models are tested to investigate the differences caused by the turbulence models. The calculated results around the two VLCC hull forms using O-O grid topology and profile-fitted surface meshes are compared to the measured data from towing tank experiment. The realizable $\textsc{k}-\varepsilon$model provided realistic wake distribution with hook-like shape, while the standard and RNG-based $\textsc{k}-\varepsilon$models failed. It is very encouraging to see that the CFD with relatively simple turbulence closure can tell the difference quantitatively as well as qualitatively for the two hull forms with stern frameline modification.

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Fuzzy 추론을 이용한 일파식 속기문자의 On-Line 인식에 관한 연구 (A Study on an On-Line Il-Pa Shorthand Character Recognition Using Fuzzy Inference)

  • 김진우;장기흥;김도현
    • 전자공학회논문지B
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    • 제31B권1호
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    • pp.99-106
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    • 1994
  • In this paper, we develop an algorithm which recognizes Ilpa-style shorthand characters by on-line. It discriminates the structure of characters using coordinates which are measured by tablet board, then it outputs the recognized characters using the fuzzy inference rules. Shorthand characters have several forms, in which an initial or a middle sound depends on angle and length while a last sound is treated as a hook. We apply fuzzy inference rules to the discrimination of the length, the angle, the curve, and the straight line. We also built up a set of standard character codes in order to reduce the processing time.

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고강도철근 기계적정착의 원전구조물 적용을 위한 성능평가실험 (Performance Evaluation Test for Applying the Mechanical Development of the High-Strength Reinforcing Bars to the Nuclear Power Plant Structures)

  • 이병수;방창준;임상준;김석철
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.197-198
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    • 2012
  • If the mechanical development be applied to the Nuclear Power Plant Structures instead of the standard hook development, the problem of overcrowding re-bars in the anchorage zone can be solved and the construction quality of the concrete work will be improved. But there are some problems in applying it to the NPP structures because of the restriction on the re-bar yield strength and diameter. After the performance evaluation test for the mechanical development, we can develop the new design equation of the mechanical development length in order to solve the limitation and apply it to NPP structures.

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