• Title/Summary/Keyword: 해선

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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.

4세기-7세기 백제사신선의 선형 연구

  • Lee, Won-Sik;Heo, Il
    • Bulletin of the Society of Naval Architects of Korea
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    • v.41 no.2
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    • pp.100-106
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    • 2004
  • 2003년에, 충남 부여시에 건립 중인 백제역사민속박물관에 전시할 '백제사신선'에 대한 복원을 추진할 때, 백제의 해양 활동과 원양 해선에 관한 자료와 역사 고증 자료를 찾아 보았으나 설계나 조선 공작에 도움이 될 만한 자료를 국내에서는 구할 수가 없었다. 2001년 하절에 일본 신호상선대학을 방문하였을 때, 일본의 견당사선에 관한 자문을 상선학부의 송목철 명예교수와 정겸광행 교수에게 구하였던 바, [일본서기]와 회화 등에 일본의 원양해선인 견당사선에 관한 유익한 자료가 있다는 고견을 들었으며, 그 때 견당사선에 관한 참고 자료도 얻을 수 있었다. 그리고 일본의 원양 해선인 견당사선은 백제선식의 선박이라는 것을 여러 자료에서 발견하게 되었다. 이 논문에서는 일본의 견당사선의 실체를 추적하여 백제선의 선형과 선양을 도출하려 한다. (중략)

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"건설경기 어렵다고 하도급업체 힘들게 해선 안돼!" - 공정거래위원회, 하도급실태조사 실시 -

  • 대한설비건설협회
    • 월간 기계설비
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    • s.241
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    • pp.34-37
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    • 2010
  • 공정거래위원회가 지난해 말 20개 건설업체를 대상으로 하도급 현장조사를 실시한 결과 조사대상 업체 모두 법위반 행위를 하고 있음을 적발, 약 4억원의 과징금 부과와 총 51억원 상당의 위반금액을 936개 관련 하도급업체들에게 지급하도록 조치했다. 확인된 법위반 유형으로는 $\triangle$부당하게 하도급대금 결정 $\triangle$하도급대금 지연이자 미지급 $\triangle$어음할인료 수수료 미지급 $\triangle$선급금 지급 위반 $\triangle$지급보증 불이행 등이 대부분이다. 특히, 하도급공사 입찰시 입찰최저가가 이미 자기 실행예산보다 낮음에도 불구하고 이보다 더 낮추기 위해 금지되어 있는 재입찰 방식이나 추가 인하 수단을 동원한 바 있고, 자기 회사는 공공기관 등 발주자로부터 현금으로 공사대금을 받고도 하도급업체들에게는 현금이 아닌 장기어음 등으로 지급하는 등의 사례가 적발됨으로써 나쁜 관행이 여전히 만연되고 있는 것으로 나타났다.

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Influence of Lidocaine as an Anaesthetic for Marine Fishes (해선어류에 대한 리도카인의 마취효과)

  • Park, In-Seok;Kim, Jong-Man;Kim, Yeon-Hwan;Kim, Dong-Soo
    • Journal of fish pathology
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    • v.1 no.2
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    • pp.123-130
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    • 1988
  • General anaesthetics have been usually used for a long time because handling and transportation of live fish constitutes an important aspect in fisheries science. Numerous investigations, however, have shown that the majority of fish anaesthetics cause strong toxic effect to marine fishes. Therefore, less toxic and more effective anaesthetics are essential for marine fishes. Lidocaine belongs to a group of anaesthetics which are used as a local anaesthetic in human medicine. This chemical was tested for 11 commercially important marine fishes. Anaesthetic effects were clearly dose dependent and acute or chronic toxicities were not observed within clinical doses. The recovery time in the tested fish after anaesthetization was 3 to 4 minutes.

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A study on the characteristics of Goryeo dynasty cargo tag mokkans In comparison with mokkans of the Song and Yuan dynasty (고려시대 화물표 목간의 특징에 대한 고찰 - 중국 송·원대(宋·元代) 목간과의 비교를 중심으로 -)

  • LEE, Yeonjae
    • Korean Journal of Heritage: History & Science
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    • v.54 no.4
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    • pp.60-77
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    • 2021
  • From 2007 to 2011, four Goryeo Dynasty vessels, namely the Taean treasure ship, Taean Mado Shipwreck No.1, No.2, No.3 were discovered in Taean area, Chungcheongnam-do province. From the shipwrecks, 175 pieces of mokkan (wooden tablet) were excavated. These mokkans are the only case of Goryeo Dynasty and represent the unique usage of mokkan as cargo tags, after the paper replaced the wooden tablets as writing materials. The Taean mokkans provide details, such as the year, recipient, port of origin, types of the cargo, quantity and unit, the name of the responsible person for shipment. Thus, they enable us to speculate about the characteristics of the cargo. Furthermore, through studying the writing style, form, material and manufacturing method, researchers can extract which form and characteristics were favored at that time. The Taean mokkans have no preset style for writing. Therefore, they can be written selectively and freely. And since the mokkan were attached to cargos, mokkans with furrows on upper side were favored, and efficiency and simplification of the manufacturing process were priorities in making mokkans. The Taean mokkans can be compared to those from the Shinan ship and the Quanzhou ship because those are of the same era and use. On the writing styles and information, Chinese mokkans are focused on the cargo owners, while The Taean mokkan includes more detailed information, such as the recipients. In forms, Chinese mokkans have maximum thickness of 1.0 centimeter and have pointed edges in lower parts, while mokkans from Taean do not have fixed thickness or edges. Furthermore, Chinese mokkans and Korean mokkans have different styles from manufacturing methods and material selections. These differences between Chinese and Goryeo mokkan are related to the differences between littoral-transport Goryeo ships and ocean-transport Chinese ships, such as shipping distances, types of cargo, shipping systems, packing methods, and transport operators. At the moment, because there are only small amount of data and materials of Chinese mokkan, comparative studies regarding Goryeo and Chinese mokkan can only be fragmentary. However, this article can be a base from which to expand the scope of Goryeo mokkan studies.

Experimental Studies on the Compressive Strength of the Frozen Soils (동결토의 압축강도에 관한 실험적 연구)

  • 유능환;최중돈;유영선;조영택
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.35 no.4
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    • pp.55-66
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    • 1993
  • Upon freezing a soil swells due to phase change and its compression stress increase a lot. As the soil undergo thawing, however, it becomes a soft soil layer because the 'soil changes from a solid state to a plastic state. These changes are largely dependent on freezing temperature and repeated freezing-thawing cycle as well as the density of the soil and applied loading condition. This study was initiated to describe the effect of the freezing temperature and repeated freezing-thawing cycle on the unconfined compressive strength. Soil samples were collected at about 20 sites where soil structures were installed in Kangwon provincial area and necessary laboratory tests were conducted. The results could be used to help manage effectively the field structures and can be used as a basic data for designing and constructing new projects in the future. The results were as follows ; 1. Unconfined compressive strength decreased as the number of freezing and thawing cycle went up. But the strength increased as compression speed, water content and temperature decreased. The largest effect on the strength was observed at the first freezing and thawing cycle. 2. Compression strain went up with the increase of deformation speed, and was largely influenced by the number of the freezing-thawing cycle. 3. Secant modulus was responded sensitivefy to the material of the loading plates, increased with decrease of temperature down to - -10$^{\circ}$C, but was nearly constant below the temperature. Thixotropic ratio characteristic became large as compression strain got smaller and was significantly larger in the controlled soil than in the soil treated with freezing and thawing processes 4. Vertical compression strength of ice crystal(development direction) was 3 to 4 times larger than that of perpendicular to the crystal. The vertical compression strength was agreed well with Clausius-Clapeyrons equation when temperature were between 0 to 5C$^{\circ}$, but the strength below - 5$^{\circ}$C were different from the equation and showed a strong dependency on temperature and deformation speed. When the skew was less then 20 degrees, the vertical compression strength was gradually decreased but when the skew was higher than that, the strength became nearly constant. Almost all samples showed ductile failure. As considered above, strength reduction of the soil due to cyclic freezing-thawing prosses must be considered when trenching and cutting the soil to construct soil structures if the soil is likely subject to the processes. Especially, if a soil no freezing-thawing history, cares for the strength reduction must be given before any design or construction works begin. It is suggested that special design and construction techniques for the strength reduction be developed.

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