• Title/Summary/Keyword: 타이 바

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Development of Tie-Bar Installation Method for Concrete Pavement Widening (콘크리트포장 확장부 타이바 설치방법의 개발)

  • Hwang In-Kyu;Yang Sung-Chul;Jeong Jin-Hoon;Yoo Tae-Seok
    • International Journal of Highway Engineering
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    • v.8 no.1 s.27
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    • pp.33-43
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    • 2006
  • Pull-out strength of tie-bin used in pavement construction is not an issue because those are embedded in newly placed concrete slabs. However, sufficient pull-out strength should be secured in widening constructions because, in case, the tie-bars are inserted into drilled holes of the existing slabs with liquid filler. Insufficient pull-out strength will result in lowered load transfer efficiency between adjacent slabs in addition to poor serviceability and durability due to joint widening. The pull-out strength of the tie-bars installed by current method is evaluated and improved methods are proposed. The field pull-out strength obtained by the current method was only 42.7% of required strength. Its first counterproposal is using to insert the liquid filler into drilled holes and stoppers to prevent it from flowing out of the holes. However, this method was not judged to secure desired level of quality control. The second counterproposal which substitutes the existing type of the tie-bars by SL anchor bolts was judged to secure sufficient pull out-strength in addition to the quality control and constructibility.

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Evaluation of Buckling Strength of Surface Plates in Steel-Plate Concrete Walls with Studs and Tie-bars (스터드 및 타이바를 가진 강판콘크리트 벽체의 표면강판 좌굴강도 평가)

  • Koo, Jimo;Lee, Kyungkoo;Kim, Wonki;Lee, JongBo
    • Journal of Korean Society of Steel Construction
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    • v.28 no.3
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    • pp.129-138
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    • 2016
  • Buckling of surface plates is an important limit state in Steel-Plate Concrete (SC) walls under axial compression. The surface plates may be anchored to concrete using connectors of studs or tie-bars. In this paper, the effects of studs and tie-bars on buckling of surface plates were evaluated by conducting tests. Experiments have three types of connectors; all studs, all tie-bars, and the combination of studs and tie-bars. Also, experiments have the various ratios of stud or tie-bar spacing to surface plate thickness. The experimental investigation shows that the buckling shape and strength of the surface plate of SC wall with the combination of studs and tie-bars have good agreements with that of the surface plate of SC walls with all studs or all tie-bars.

An Experimental Study on Connection Strength between Tie-bar and Facing block composing Reinforced Earth (보강토옹벽을 구성하는 타이바와 전면블록의 연결강도에 관한 실험연구)

  • Lee Seung-Hyun;Kim Byoung-Il
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.7 no.3
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    • pp.404-408
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    • 2006
  • In this paper, connection strength between facing block and tie-bar was investigated through experimental study with varying in-fill material such as concrete, soil and crushed stone. Also, connection strength between anchor block and tie-bar was investigated with varying in-fill material. According to the experimental results, in case of using in-fill concrete, connection strength between facing block and tie-bar was larger than allowable tension load of tie-bar. Whereas in case of using in-fill soil or crushed stone, connection strength between facing block and tie-bar was less or similiar to allowable tension load of tie-bar. Connection strength between anchor block and tie-bar for which crushed stone was used as in-fill material, was larger than allowable tension load of tie-bar.

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리본의 모든 것-보우 & 타이 Perfect Ribbon World

  • Jeong, Sol-Lee
    • 베이커리
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    • no.8 s.457
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    • pp.117-122
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    • 2006
  • 선물 포장에서 리본은 케이크 위를 장식하는 데코레이션과 같다. 밋밋한 제품에 생기를 주고 포인트가 되는, 없어선 안 될 보물이 바로 리본이다. 이번 랩핑스쿨에서는 한 번 알아두면 언제라도 밋밋한 포장을 확 바꿔줄 수 있는 기본 보우(bow)와 타이(Tie)만드는 법을 차근차근 배워본다.

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Considerations on Wolfgang Weingart's Typography based on Syntactic Characteristics (볼프강 바인가르트의 구문론적 특성에 의한 타이포그래피 고찰)

  • Huh, Jin
    • The Journal of the Korea Contents Association
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    • v.12 no.7
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    • pp.86-93
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    • 2012
  • The foundation of the development in modern typography is based on the era of International Typographical Style and Modern Typography that valued morphological functionality and rationality to achieve an accurate conveyance of meaning. However, with the advance of postmodernism, the view that the aesthetic and conceptual aspect must be included in its interpretation rather than its rational functionality was prominent. Indeed, the works of Dan Friedman and April Greiman, two graphic designers that are known to be the most representative of the post-modernistic era, displayed that graphic design works can also serve as a method for a more free artistic expression, unlike works of Modern Typography. This move towards aesthetic graphics was first started by Wolfgang Weingart. His various attempts at expanding the concept of typography had a significant impact on the development of New Wave and his experimentalist attitude brought about a ground-breaking change to the functional design and formative expression of modern typography. However, this thesis will consider the theoretical background of the typographical designs displayed in Wiengart's works and the experimental methods thereof, and will not attempt to evaluate Weingart's pioneering role and achievements. Furthermore, this thesis will shed new light on the argument that the Weingart's works are not based on the authorship view of post-modernistic typography and are rather utilized to expand the concept of typography based on a syntactical approach.

Construction and Design Related Issues in Road Widening for Concrete Pavement (콘크리트포장 확장접속부의 시공 및 설계상의 문제점 분석)

  • Yang, Sung-Chul
    • International Journal of Highway Engineering
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    • v.8 no.4 s.30
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    • pp.25-36
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    • 2006
  • Through field surveys and evaluation on several widened concrete pavements, issues on construction and design related problems are broken down into three categories to be discussed; poor smoothness, influence of traffic vibration on concrete curing, and poor connection to the existing pavement. There are many places where about 100mm only of the marginal strip is removed and where defects such as widening and faulting are observed. Also cracks arise again from the patched areas due to stress concentration near the joint. Roughness on the widened concrete pavement was evaluated and there are some stations where the smoothness limit is over passed. For design consideration, shortage of the required force in the tie-bar is expected in case of road widening specially from 3 lanes to 4 lanes. Finally the average pull-out force of specimens made from the current practice was about 57% of the required force. New connecting methods were suggested in this study.

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역사 속으로 - ABO식 혈액형분류법을 발견한 카를 란트슈타이너

  • Choe, Yong-Gyun
    • 건강소식
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    • v.34 no.6
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    • pp.38-39
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    • 2010
  • 20세기 초반까지 수혈을 받는 수술 환자가 아무리 수술이 잘 되어도 죽는 경우가 다반사였다. 이때까지만 해도 혈액형이라는 개념이 없어 혈액형에 무관하게 수혈이 이뤄졌기 때문이다. 한 마디로 재수 좋으면 같은 혈액형을 수혈 받고, 재수 없으면 다른 혈액형을 수혈 받는 로또식 수혈이었던 것이다. 로또식의 수혈에서 벗어나 수술의 성공확률을 획기적으로 높인 사람이 있었으니 그가 바로 ABO식 혈액형분류법을 개발한 카를 란트슈타이너(Karl Landsteiner)이다. ABO식 혈액형분류법의 발견은 오늘날까지 이어지고 있는 수혈요법의 틀을 구축했다는데 큰 의의가 있으며, 란트슈타이너는 이 혈액형분류법의 개발로 1930년 노벨의학상을 수상했다.

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Enhancing the Performance of High-Strength Concrete Corbels Using Steel Fibers and Headed Bars (강섬유 및 헤디드 바를 활용한 고강도 콘크리트 내민받침의 성능 향상)

  • Yang, Jun-Mo;Lee, Joo-Ha;Shin, Hyun-Oh;Yoon, Young-Soo
    • Journal of the Korea Concrete Institute
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    • v.21 no.6
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    • pp.697-703
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    • 2009
  • High-strength concrete corbels with varying percentage of steel fibers and two different anchorage types (welding to transverse bar, headed) for the main tension tie were constructed and tested. The results showed that performance in terms of load carrying capacities, stiffness, ductility, and crack width was improved, as the percentage of steel fibers was increased. In addition, the corbel specimens in which headed bars were used as the main tension tie reinforcements showed superior load carrying capacities, stiffness, and ductility compared to the corbel specimens in which the main tension ties were anchored by welding to the transverse bars. From the test results, it is expected that load carrying capacities, durability, and constructibility of high strength concrete corbels would be improved by using steel fibers and headed bars. Experimental results presented in this paper were also compared with various prediction models proposed by researchers and presented in codes. The truss model proposed by Fattuhi provides fairly good predictions for fiber reinforced high-strength concrete corbels.

A Study on the Significance of Typography and the Multipoint-view in a Screen Layout (화면편집에 있어서의 타이포그라피의 중요성과 시점 다각화에 관한 연구)

  • 김선호;하수철;김달문
    • Proceedings of the Korean Information Science Society Conference
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    • 1998.10c
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    • pp.243-245
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    • 1998
  • 화면편집에 있어서 개발자들이 쉽게 지나치면서 놓치기 쉬운 것이 바로 서체의 선택과 위치선정일 것이다. 본 논문에서는 이러한 서체의 무관심에서 오는 화면편집의 문제점과 그것에 대한 해결방안 중 하나인 타이포그라피의 적용을 알아보고, 그것이 어떠한 방법으로 쓰여질 때 의사전달매체로서의 서체와 그래픽요소로서의 작용이 되는지에 대해서 논의한다. 즉 서체라는 본질적인 의미에서의 적용과 그래픽 요소로 시점을 달리한 표현물로의 전환에 대해 기술한다.

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