• 제목/요약/키워드: expansion joint

검색결과 355건 처리시간 0.025초

장대레일 교량의 지간병화에 따른 궤도 축력 연구 (A Study on the Track Longitudinal Force on the CWR track bridge with variable span length)

  • 정석인;김상철;김연태
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.781-787
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    • 2004
  • Where the track is continuously welded over a bridge, the longitudinal force is interacted between the track and the sub-structure. Due to this respect, the expansion joint is used to decrease this force. But the expansion joint has several problems related to passenger comfort and maintenance etc. In this study, it is analysed about how the stability of the track is affected as the span length becomes longer in case of 2-span continuos bridge. It is found that there is no problem of an stability unless the span length is longer than 90m when the elastic shoe is used. And several parametric studies were also implemented.

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가스발생기 산화제 개폐밸브용 벨로우즈 구조 평가 (Structural Evaluations of Bellows for a Gasgenerator Lox Shut-off Valve)

  • 유재한;이중엽;이수용
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2011년도 제36회 춘계학술대회논문집
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    • pp.279-282
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    • 2011
  • 가스 발생기 산화제 개폐 밸브에 사용되는 벨로우즈의 구조 해석 및 시험이 수행되었다. 해석은 상온 및 극저온에서 EJMA (Expansion Joint Manufacturing Association) 표준 및 상용 유한 요소 해석프로그램인 Abaqus v6.9를 이용하여 수행되었다. 스프링 강성, 응력 및 피로 수명 해석 결과들이 비교되었고 유한 요소 해석 결과에서 접촉 및 재질의 소성에 의한 영향을 살펴보았다.

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주차장 바닥 줄눈 생략을 위한 초저수축 콘크리트 물성 평가 (Evaluation of Properties of Ultra-Low Shrinkage Concrete for Omission of Paking Lot Floor Joint)

  • 김강민;이현승;윤섭;서태석
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 봄 학술논문 발표대회
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    • pp.194-195
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    • 2022
  • The jointing of unsupported concrete on the parking lot floor is a process for cracking and stress relief due to concrete drying shrinkage and restraint, but curling occurs due to long-term drying shrinkage after the initial age. will be lowered Therefore, by using an expansion material and a shrinkage reducing agent, the dry shrinkage of concrete is realized to 200 με or less.

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스프링클러설비용 CPVC관과 신축배관 접속부분에서의 누수저감 대책에 관한 연구 (Leakage-reduction Measures at a Joint between CPVC Piping for a Sprinkler System and a Pipe Expansion)

  • 임춘기;임윤택;백은선
    • 한국화재소방학회논문지
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    • 제29권3호
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    • pp.21-30
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    • 2015
  • 본 연구는 스프링클러설비용 CPVC관과 신축배관 접속부분에서의 누수저감을 위하여 신축배관을 연결하기 위한 밸브소켓과 신축배관 너트부분에 삽입되는 수밀 고무패킹 재질에 대한 국내 및 국외 관련 규격의 검토와 관련 시험 등을 통해 대책을 제안하고자 한다. 누수시험을 통해 밸브소켓 재질은 신축배관 너트부분이 금속제인 경우 금속제로 사용하거나 신축배관 너트부분의 재질을 합성수지제로 사용하여야함을 알 수 있었다. 또한 밸브소켓의 적정 품질 확보를 위해서는 나사산 규격과 검사기준으로 KS B 0221(관용평행나사)와 나사산 검사규격을 KS B 5223(관용 평행나사 게이지)에 따르도록 관련 기준을 개정할 필요가 있다. 그리고 신축배관 너트부분에 설치되는 수밀용 고무링 소재에 대해 세부적인 기준이 없어 NBR과 EPDM 소재가 함께 사용되고 있으나 수밀성이 우수한 EPDM 소재가 사용되도록 관련 기준을 개정할 필요가 있다.

세라믹/금속접합재의 열사이클피로에 따른 접합계면의 잔류응력분포 특성 (Singular Stress Field Analysis and Strength Evaluation in Ceramic/.Metal Joints)

  • 박영철;김현수;허선철;강재욱
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1996년도 춘계학술대회 논문집
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    • pp.709-713
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    • 1996
  • The ceramic has such high qualities as light weight, abrasion resistance, heat resistance compared with metal, but since it is breakable, it can't be used as structural material and it is desirable to joining metal which is full of toughness, but, according as the ceramic/metal joint is executed at high temperature, the joint residual stress develops near the joint sides in the process of cooling the high temperature down to the suitable temperature due to difference of the thermal expansion coefficient between ceramic and metal, and the joint residualstress lowers the fracture strength. In this study, to ensure security and improvement of bending strength, 1 studies on see distribution shape of residual stress according to high thermal cycle, and the influnence of theraml cycle and distribution shape of residual stess on joint-strength.

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차륜주행충격에 의한 빗살형 교량 신축이음장치 구조물의 과도진동해석 (Transient Response Analysis of a Comb Type Bridge Expansion Joint due to Travelling Wheel Impact)

  • 최영휴;김현욱;안영덕
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 춘계학술대회논문집; 경주코오롱호텔; 22-23 May 1997
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    • pp.69-74
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    • 1997
  • In this paper we derive relations which describe the geometry and kinematics of contact between the travelling wheel and stepped comb joint. From which we can obtain the impulse, impulsive force and its time interval due to travelling wheel impact which can not be taken from Carter's model or Newland and Cassidy's. The calculated transient responses of the comb joint structure to travelling wheel impact reveals that the proposed wheel contact model and Carter's give very similar results but Newland Cassidy's model make a quite different results from the others.

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Si$_3$N$_4$/S. S316 접합에서 중간재가 접합강도 및 신회도에 미치는 영향 (Effect of Interlayer Materials on Bending Strength and Reliability of Si$_3$N$_4$/S. S316 Joint)

  • 윤호욱;박상환;최성민;임연수;정윤중
    • 한국세라믹학회지
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    • 제35권3호
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    • pp.219-230
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    • 1998
  • Various interlayer materials have been tested for active metal(Cusil ABA) brazing of Si3N4/S. S316 joint. In general multilayer joint had higher strength(80-150 MPa) and better reliability than monolayered one. The joint with Cu(0.2)/Mo(0.3)/Cu(0.2mm) interlayer showed the highest bending strength of abou 490 MPa and the joint with Cu(0.2)/Mo(0.3mm) interlayer the best reliability (14.6 Weibull modulus). The stresses distributed in joint materials during 4-point bending test were estimated by CAE von Mises analysis; the estimated stresses were In good agreement with the measured data. In multilayer joint Cu was though to reduce the residual stresses induced by the difference in thermal expansion coefficient between the ceramic Mo and metal It apperared that a Cu/Mo was optimum interlayer material for Si3N4/S. S316 joint with high bending strength (420 MPa) and reliability. In addition the various shapes and types of compound were examined by EPMA in joining interface.

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Guidelines for Joint Depth Determination and Timing of Contraction Joint Sawcutting for JCP Analyzed with Fracture Mechanics

  • Yang, Sung-Chul;Hong, Seung-Ho
    • International Journal of Concrete Structures and Materials
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    • 제18권3E호
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    • pp.145-150
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    • 2006
  • An experiment with the objective of providing guidelines for joint depth determination and timing of contraction joint sawcutting to avert uncontrolled cement concrete pavement cracking has been conducted. Theoretical analysis and laboratory tests were performed to help in understanding and analyzing the field observation. Using two-dimensional elastic fracture mechanics, the influence of several parameters on crack propagation was delineated by a parametric study, involving initial notch ratio, joint spacing, Young's modulus and thermal expansion coefficient of concrete, temperature gradient, and modulus of subgrade reaction. Bimaterials made of rock plus cement mortar and rock plus polymer mortar were applied to the concrete in a field test section, and they were subjected to fracture tests. These tests have shown that fracture mechanics is a powerful tool not only in judging the quality of the jointed cement concrete pavement but also in providing a criterion for crack propagation and delamination. Based on fracture mechanics, a method is proposed to determine the joint depth, sawcut timing, and spacing of the jointed cement concrete pavement. This method has successfully been applied to a test section in Seohaean expressway. This study also summarizes the research results obtained from a field test for jointed plain concrete pavement, which was also carried out on the Seohaean expressway.