• Title/Summary/Keyword: 강선

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A Study on the Characteristics of the Sea Ship and the River Ship′s Hull Form in the Chosun Period of Korea (조선시대 해선과 강선의 선형특성)

  • Choi, Byung-Moon
    • Journal of the Society of Naval Architects of Korea
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    • v.41 no.6
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    • pp.102-113
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    • 2004
  • A name of 'Sea Ship' and 'River Ship' had been used based on the comprehension for the difference of ship's hull form in Chosun period. We can find a number of literature describing the situation which transferred the cargo from Sea Ship to River Ship because Sea Ship could not go upstream in the river of which the current is fast and the water depth is low. The reason why Sea Ship could not go upstream was that the bottom of Sea Ship was narrow, it means the non-flat bottom. Generally Sea Ship had short length, wide breadth, so L/B of 2.2∼3.0, and high draft and depth. River Ship has long length, narrow breadth, so L/B of 5.0∼6.3, and low draft and the flat bottom in order to adapt to the low water depth of the river.

A Study of Net Type External Prestress Strengthening Method for Slab Bridges (슬래브교 네트형 외부강선 보강 공법의 실험적 연구)

  • Han, Man-Yup;Shin, Jae-Woo;Kang, Tae-Heon;Jin, Kyung-Suk;Kang, Sang-Hun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.266-269
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    • 2006
  • External pre-stressing strengthening method is the most popular way to strengthen concrete structures because of its efficiency and economic advantage. The laboratory test was performed to reinforce the slave bridge with the external tendon strengthening by longitudinally and transversally, which is concerned with formal feature of slave bridge, generally. Based on this test, anchoring device to strengthen the external tendon strengthening method was established and its strengthening effects were verified by evaluating the load bearing capacity.

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An Experimental Study on the Net Type Prestress Strengthening Method for Slab Bridges (네트형 슬래브교 외부강선 보강공법의 실험적 연구)

  • 한만엽;황태정
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.363-366
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    • 2003
  • This study is to develop a strengthening method for RC slab bridges and rigid-frame bridges with external prestressing. In this study, we design the slab specimen that have a strengthening of the DB-13 and set up the longitudinal tendons placed on both side of slab strengthens the whole bridge, and lateral tendons placed under the slab strengthens the middle of slab, and conveys the load at middle slab to both sides. Structural analysis for the tensile force for strengthening were analysed and we know that displacement and strain was improved from this test. This method has no upward roof work, so it is very convenient for installing. And no spaces under the slab are need, so it is good for shallow slabs which has less space inder the slab.

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Experimental Study on Flexural Behavior of PC Beam Column Joint with Spliced Strand (강선 이음길이에 따른 PC 보-기둥 접합부의 휨 거동에 관한 실험적 연구)

  • 하상수;김승훈;문정호;이리형;이강철;김익배
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.207-210
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    • 2003
  • As reviewing of current trend on PC connection details, owing to effective stress transfer in the connection, it grow to increase that use of mechanical splices, reinforcements or welded splices, and prestressing. However such devices as reinforcement, mechanical splices entail not only more cost resulted from materials but also extra construction process so as to cause PC used method to lower competition against conventional method. Therefore more enhanced connection details which help working process simplified and construction cost reduced. In this research, as replace 9.3mm 7strand for reinforcement, it is attempt to devise connection detail which makes workability improve and confirm effective stress transfer in the region of connection. The experimental research is proceeded by partial tension test of specimen. The splice lengths of 7strand is decided to be variations. The flexural capability is verified to depend on spice length. An an appropriate splice length could be also determined as a precedent research on improving PC connection detail.

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Effect of Wire Bracing to Snow Load Acting on Vinyl House Frame (적설하중이 작용하는 비닐하우스 골조에 대한 강선보강효과)

  • Jung, Dong-Jo;Teng, Chhay
    • Journal of the Korean Institute of Rural Architecture
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    • v.12 no.3
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    • pp.27-34
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    • 2010
  • Unbraced vinyl house frame that is economically installed is certainly easy to collapse under the influence of excess snow load. To make it more cheaply in putting up as well as more efficiently in withstanding the applied snow load, it is essential to insert additional bracing into the existing unbraced vinyl house frame. On the other hand, there are varieties of possible bracing shapes that can be formed. However, their efficiencies are different. Therefore, it is important to identify the most effective bracing shape. In this study, 2 different kinds of bracing shapes, horizontal and inclined bracing, are used to additionally install in the ordinary single frames in order to show the effect of the bracing resisting the applied snow load and compare the bending moment, axial force, combined stress and vertical displacement of the vinyl house frame.

The Development of Al Clad Steel wire by New Process (신공법에 의한 알루미늄 피복강선 개발)

  • Kim, Shang-Shu;Gu, Jae-Kwan;Kim, Byung-Geol
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2008.11a
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    • pp.457-458
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    • 2008
  • We have developed new process to product Al clad steel wire. New machine was modified to be able to apply an four step of "foiling-sizing-cladding-drawing" considering low clad temperature and high clad pressure. The foiling part for continuous foiling of Al sheet was designed and machine. Cladding properties at Al and steel interface were investigated for the processes of new work.

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Isolated Fracture Dislocation of the Tarsal Navicular -A case report- (족부 주상골의 단독 골절 탈구 -증례 보고-)

  • Lee, Young-Kuk;Ahn, Won-Il
    • Journal of Korean Foot and Ankle Society
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    • v.3 no.1
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    • pp.58-61
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    • 1999
  • Isolated fracture dislocation of the tarsal navicular bone is extremely rare. The mechanism of injury of this fracture dislocation is known as a horizontal or axial load on plantar flexed foot. Closed or open reduction is recommended for displaced navicular fracture. We report one case of isolated fracture dislocation of the tarsal navicular which was treated with closed reduction and percutaneous K-wire fixation.

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Treatment of Secondary Soft Tissue Compromised Calcaneus Fractures Using a Cannulated Screw and Simple Cerclage Wiring: A Report of Two Cases (이차적인 연부조직 손상을 동반한 종골 골절에 대한 유관 나사 및 단순 환상 강선 고정술을 이용한 치료: 2예 보고)

  • Kim, Junkyom;Suh, Jae Wan
    • Journal of Korean Foot and Ankle Society
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    • v.21 no.4
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    • pp.165-169
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    • 2017
  • Secondary soft tissue injuries can occur from the pressure of the displaced fragment of posterior calcaneal tuberosity in calcaneal tongue-type fractures and calcaneal tuberosity avulsion fractures. The soft tissue injury can be prevented by immediate reduction of the displaced fragments. Various techniques can be used to fix the fracture fragments, but the stability of fixation and minimal invasiveness to soft tissue should be considered. This paper reports the successful outcomes of patients with soft tissue compromises in calcaneal tongue-type fractures and calcaneal tuberosity avulsion fractures. The fixation technique of a large cannulated screw and simple cerclage wiring is believed to be a useful surgical option for the treatment of secondary soft tissue compromised calcaneal fractures.

Fatigue Characteristics of Tension Spring for LCD Monitor Hinge (LCD 모니터 힌지용 인장 스프링의 피로특성)

  • Cheong, Seon-Hwan;Choi, Seong-Dae;Kim, Ki-Man;Byun, Yong-Kun;Yang, Seung-Cheol
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.6 no.1
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    • pp.13-19
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    • 2007
  • The spring is an important mechanical parts to improve the functions of precision machines, automobiles, ships, industrial machines, and IT devices etc.. The hinge mechanism for LCD monitors is very important to support and maintain the proper position of monitor panel, and the tension spring which is a major parts of hinge mechanism plays a significant roll to provide the supporting force positioning the monitor panel. In this paper, an analysis and experiment were carried out to investigate the fatigue characteristics of the tension spring of hinge mechanism, such as hardness test, fatigue test and fractography analysis. As a result of this study the SWPB with heat treatment and shot peening was found to have the optimal design conditions of tension spring for LCD monitor hinge mechanism.

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Test of KSR-III Rocket Propellant Feeding System Using PTA-II Test Facility (PTA-II 시험설비를 활용한 KSR-III Rocket 추진기관시스템 종합시험)

  • Kang Sun-il;Cho Sang-yoen;Kwon Oh-sung;Lee Jeong-ho;Oh Seung-hyup;Ha Sung-up;Kim Young-han
    • Proceedings of the KSME Conference
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    • 2002.08a
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    • pp.263-266
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    • 2002
  • The KSR-III developed by KARI is the first rocket vehicle which is adopting the liquid propellant rocket engine system in Korea. Not only the engine itself, but also the propellant feeding system is one of the most important component in liquid rocket vehicle. In this paper, the authors are intended to introduce the multi-purpose test facility(PTA-II Test Facility) which is constructed for the variety of tests on KSR-III feeding system(single component tests, verification tests, cold flow tests and combustion tests). With the results of these tests, we can identify the characteristics of rocket feeding system and decide the optimum setting values of feeding system for the successful flight.

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