• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.21-24
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• 2005

In this paper, field application of mass concrete using setting time difference of super retarding agent is reported to reduce hydration heat of concrete placed at newly constructed apartment house in Daejeon. Horizontal placing lift is applied. According to test results,: slump and air content meets the requirement of target values. For compressive strength, it exceeds the nominal strength ordered by the costumer. For temperature history, maximum temperature of center at top section shows $25.6^{\circ}C$, and at bottom section, $35.4^{\circ}C$. According to naked eye's investigation, no hydration heat crack is observed at the surface of concrete.

• 한국건축시공학회지
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• 제9권4호
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• pp.55-61
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• 2009

현재 국내의 건설공사현장에서는 도심부에 대형 건설사를 중심으로 초고층 건축물의 시공이 진행 중에 있다. 그런데 이러한 초고층 건축물의 기초는 상부의 큰 하중을 지지하기 위해 매우 두꺼운 매트 콘크리트가 필수적이다. 그러나 이와 같은 매스 콘크리트는 현장여건상 다량의 콘크리트를 동시에 타설할 수 없기 때문에 일체성에 의문이 제기되는 것은 물론이고 수화발열시간의 서로 다름에 따른 내응력에 의한 균열발생 가능성이 증가한다. 따라서 본 연구에서는 상기의 문제점을 해소시키고자 국내 모처에 건설되고 있는 초고층 건축물을 대상으로 초지연제의 응결시간차를 활용한 수평분할타설 건축 매스 콘크리트의 수화열 조정공법을 실제 건축현장에 적용하고자 Mock-up test를 통하여 그 효율성을 확인하였다. 실험결과 초지연제 투입 전 후슬럼프 플로우는 목표 지연시간이 길어질수록 다소 증가하였고, 공기량은 큰 차이는 없는 것으로 나타났으며, 응결시간은 목표 지연시간이 길어질수록 지연되었다. 목표 지연시간이 길어질수록 초기재령에서는 압축강도가 작게 나타났으나, 재령이 경과할수록 강도증진 폭이 크게 되어 재령 28일에서는 보통 콘크리트보다 동등 혹은 그 이상을 나타내었다. 또한 2단 및 4단으로 초지연제에 의한 응결시간차공법을 활용한 경우 하부와 상부간 콘크리트의 일체화 및 온도차를 낮추고, 수화열 피크시점이 후기로 늦어짐에 따라 균열발생가능성을 저하시키는 효과를 확인할 수 있었는데, 특히 4단 타설에서 가장 양호한 효과가 나타남을 확인할 수 있었다.

• Journal of Electrical Engineering and Technology
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• 제13권5호
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• pp.1886-1900
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• 2018

This paper proposes a confronting feedback control structure and controllers for positive output elementary super lift Luo converters (POESLLCs) working in discontinuous conduction mode (DCM). The POESLLC offers the merits like high voltage transfer gain, good efficiency, and minimized coil current and capacitor voltage ripples. The POESLLC working in DCM holds the value of not having right half pole zero (RHPZ) in their control to output transfer function unlike continuous conduction mode (CCM). Also the DCM bestows superlative dynamic response, eliminates the reverse recovery troubles of diode and retains the stability. The proposed control structure involves two controllers respectively to control the voltage (outer) loop and the current (inner) loop to confront the time-varying ON/OFF characteristics of variable structured systems (VSSs) like POESLLC. This study involves two different combination of feedback controllers viz. the proportional integral controller (PIC) plus sliding mode controller (SMC) and the fuzzy logic controller (FLC) plus SMC. The state space averaging modeling of POESLLC in DCM is reviewed first, then design of PIC, FLC and SMC are detailed. The performance of developed controller combinations is studied at different working states of the POESLLC system by MATLAB-Simulink implementation. Further the experimental corroboration is done through implementation of the developed controllers in PIC 16F877A processor. The prototype uses IRF250 MOSFET, IR2110 driver and UF5408 diodes. The results reassured the proficiency of designed FLC plus SMC combination over its counterpart PIC plus SMC.

• 대한조선학회논문집
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• 제36권3호
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• pp.41-49
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• 1999

초고속선의 추진기로 새로이 주목받고 있는 공기유입 물제트 추진기에 대한 타당성을 검토하였다. 본 추진기는 벤틸레이션 상태에서 작동되므로 완전캐비테이션 단면을 사용하여 로터를 설계하였다. 즉 쐐기형(wedge type) 단면과 캐비테이터형(cavitator type) 단면을 갖는 로터 2종류를 설계 제작하여 모형시험을 수행하였다. 로터는 일반적으로 덕트-프로펠러에서 채택하고 있는 Kaplan형 프로펠러 형상을 선택하였다. 캐비테이션 터널 시험부를 개조하여 공기유입 물제트 추진기의 단독특성시험을 수행하였으며, 레이져 유속계를 이용하여 노즐 내부 속도를 엄밀하게 계측하였다. 단독특성 시험은 개조된 캐비테이션 터널의 시험부에서 수행되었으며 완전침수(fully-submerged)상태와 자유분출(free-jet)상태에서 수행되었다. 자유분출상태에서는 후류공기가 유입되어 벤틸레이션 현상이 발생하였으며, 특히 캐비테이터형 단면을 갖는 KP447 로터의 경우 낮은 전진계수에서 작동시킬 경우 완전캐비테이션이 발생하여 성능특성이 크게 변화하였다. 날개 압력면의 뒷날 부근에 높이가 다른 띠를 각각 부착시켜 양력 증가장치로 사용하였으며 이에 의한 추력과 토오크 변화를 계측하였다.

• 한국건축시공학회지
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• 제9권3호
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• pp.95-101
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• 2009

Constructing large-scale mat foundation mass concrete is increasing for the stability of building structure, because a lot of high rise building are being built in order to make full use of limited space. However, It is of increasing concerns that because limited placing equipments, available job-site and systems for mass concete placement in construction field do not allow to place great quantity of concrete at the same time in large scale mat foundation, consistency between placement lift can not be secured. And also, it is likely to crack due to stress caused by the difference of hydration heat generation time. To find out the solution against above problems, this study is to reconfirm the performance of normal concrete designed by mix proportion and super retarding concrete. The Fundamental test shows what happens if low heat proportioning and control method of setting time are applied at the job-site of newly constructed high rise building. The test result show that slump flow of concrete has been somewhat increased as the target retarding time gets longer, while the air content has been slightly decreased but this is no great difference from normal concrete. The setting time shows to be retarded as target retarding time gets longer, the range of retarding time increases. It is necessary to increase the amount of mix of super retarding agent in the proportion ration by setting curing temperature high since outdoor curing is about 6 hours faster than standard curing, which means the temperature of the concrete will be higher than the temperature of the surrounding environment, due to its high hydration heat when applying in a construction site. The compressive strength of super retarding concrete appears to be lower than normal concrete due to the retarding action in the early stage. However, as the time goes by, the compressive strength gets higher, and by the 28th day the strength becomes the same or higher than normal concrete.

• 한국건설관리학회논문집
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• 제16권3호
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• pp.68-77
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• 2015

최근 초고층 건축물의 증가로 그에 따른 양중계획 및 양중장비의 효율적 관리에 대한 관심이 증대되고 있다. 건설 현장에서 폭넓게 사용되고 있는 전동 호이스트, 크레인 등과 관련된 재해사고가 빈번히 발생하고 있다. 특히 건설용 리프트는 안전 측면에서 정기점검이나 고장에 대비하는 것이 대단히 중요하나 사용시간에 따른 일률적인 정기검사를 수행하고 있는 실정이다. 리프트는 개별 부품의 사용시간 및 부하조건 등에 따라 그 수명이 달라질 수 있기 때문에 실효성이 매우 떨어지는 유지관리 방법이라고 할 수 있다. 본 연구에서는 이러한 문제점을 개선하고 사용자 편의성과 안전성을 증대시키기 위한 방안으로써 센싱 기술을 활용하여 리프트의 실제 사용시간을 측정하고 그에 따른 고장데이터를 분석하여 리프트의 주요 부품들에 대한 개별 점검주기를 산출하는 것을 목적으로 하였다. 연구의 결과물로 리프트의 주요 부품에 대한 점검주기를 산출하고, 리프트 실 사용시간 40시간, 90시간, 130시간, 400시간으로 나누어 그에 따른 점검 부품들을 구분하여 표로 작성하였다. 이를 통해 안전사고를 미연에 방지하고 작업자의 안전성을 향상시켜 효율적인 유지관리 방안을 제시할 수 있을 것으로 사료된다. 또한 리프트 고장으로 인한 공기지연 요소를 사전에 제거하여 공사의 생산성을 증대시킬 수 있을 것이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.128-131
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• 2004

This paper is to investigate the mock up test results of mass concrete for transfer girder using setting time difference with super retarding agent(SRA) to reduce hydration heat. According to test results, the temperature history of plain concrete without placing lift had a steep rising curvature, and plain concrete had a big temperature difference between surface and middle section of mass concrete, which may result in occurrence of temperature crack. However, considering placing method B, because setting time of middle section concrete was retarded with an increase in SRA contents, higher hydration heat temperature was observed at surface section concrete compared with that at middle section concrete at early age, which can lower the possibility of hydration heat crack. In case of placing method C, although peak temperature of hydration heat was much lower, at early age, high crack occurrence possibility of the hydration heat attributable to the big temperature difference between middle section and bottom section of concrete was expected at bottom section concrete. Therefore, the structure above the ground like transfer girder is not applicable to consider the placing method C.

• 열처리공학회지
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• 제25권2호
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• pp.74-79
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• 2012

This study has been carried out to investigate the precipitation behavior of ${\chi}$ phase and effect of ${\chi}$ phase precipitation on the impact toughness of 25%Cr-7%Ni-4%Mo super duplex stainless steel. It was proved that the ${\chi}$ phase was a intermetallic compound, which represented the higher chromium and molybdenum concentration than the matrix phases, and also showed the higher molybdenum concentration than the ${\sigma}$ phase. The ${\chi}$ phase was precipitated at the interface between ferrite and austenite or inside the ferrite matrix in the early stage of aging. The number of ${\chi}$ phase precipitates increased with increasing aging time, however, after showing the maximum value, the number was decreased due to the gradual transformation of ${\chi}$ phase into ${\sigma}$-phase. Aging ferrite phase was decomposed by the $r^2$ phase and ${\sigma}$-phase. Impact toughness rapidly decreased with time in the initial stage of aging at ${\chi}$ phase start to precipitate. Thus, the impact toughness was greatly influence for the precipitation of ${\chi}$ phase.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2000년도 춘계 학술대회논문집
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• pp.60-65
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• 2000

An aerodynamic design method has been developed by using a three-dimensional unstructured Euler code and an adjoint code with a discrete approach. The resulting adjoint code is applied to a wing design problem of super-sonic transport with a wing-body-nacelle configuration. Hicks-Henne shape functions are adopted far the surface geometry perturbation, and the elliptic equation method is employed fer the interior grid modification during the design process. Interior grid sensitivities are neglected except those for design parameters associated with nacelle translation. The Sequential Quadratic Programming method is used to minimize the drag with constraints on the lift and airfoil thickness. Successful design results confirm validity and efficiency of the present design method.

• 한국항해항만학회지
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• 제39권2호
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• pp.125-130
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• 2015

Korea is worldwide top manufacturer of offshore plant industry, while shown weakness in high-valued offshore plant service industry (OPSI). The governmental support policies and studies for fostering programs are centered on shipbuilding and engineering sector. On the other hand, offshore logistics service sector among the programs is neither included as governmental fostering support sectors nor ever-studied. Domestic shipping and logistics companies have many experience of handling various project, heavy-lift cargo and even super blocks on shipbuilding industry. However they are faced with lack of appropriate heavy carrier and others. So for their successful entering into offshore plant logistics market, systematic preparation, studies and supporting policies are highly recommended.