• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.201-203
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• 2012

The establishment of the technology for evaluating friction resistance and pipe pressure and the relation of the fluid characteristics and pumpability of concrete is essential for the evaluation of concrete pumping performance for high speed construction of super-tall building. So, this study focuses on quantitative evaluation of concrete fluid characteristics and surface friction resistance under the change of concrete mix proportion and pumping condition. In this study, we measured the rheology of concrete and pipe pressure and surface friction characteristics when pumping. And, relations between the rheology characteristics of concrete and pumping performance was investigated by experiment. As the result of the experiment, high regression between the surface friction and pressure gradient was confirmed. And, prediction model to evaluate the friction resistance coefficient and pipe pressure reduction coefficient was suggested.

• 대한기계학회논문집B
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• 제26권2호
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• pp.177-183
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• 2002

The field tests on the waterhammer were carried out in the pump pipeline system with an air chamber. The effects of the input variables and the design parameters for the air chamber were investigated by both the numerical calculations and the experiments. Because the waterhammer problems as a result of the pump power failure were the most important, these situations were carefully studied. Among the input variables used in the waterhammer analysis, the polytropic exponent, the discharge coefficient and the wavespeed had influence on the simulated results in that order, and were calibrated in comparison with the experimental results. As the initial air volume in a vessel increased, the period of waterhammer increased and the pressure variation decreased, resulting from the reduction of the rate of pressure change in the air chamber. Using smaller orifice in the bypass pipe, the pressure rise was suppressed in some degree and the pressure surge was dissipated more rapidly as time passed. The simulations were in fairly good agreement with the measured values until 1∼2 periods of waterhammer. Not only the maximum and minimum pressures in the pipe1ine but also those occurring times were reasonably predicted. The computer program developed in this study will be useful in designing the optimum parameters of an air chamber for the real pump pipeline system.

• 한국자동차공학회논문집
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• 제20권5호
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• pp.36-43
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• 2012

In this work the mixing and flow characteristics of a vane-type static mixer were investigated numerically for the reduction of NOx in the SCR-system of the diesel engines. The mixer was located in the 57 times pipe diameter away from the inlet. The analysis were performed by changing such various parameters as vane shape, angles, blockage ratio and location of the vane. The flow structure through the mixer was characterized by uniformity index and pressure drop. The results show that uniformity index and pressure coefficient are substantially influenced by the vane shape, angle, blockage ratio and position of the vane of the mixer.

• 대한기계학회논문집B
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• 제36권4호
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• pp.397-404
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• 2012

디젤엔진 SCR 시스템 내에서 $NO_x$를 저감을 위한 베인 타입 스태틱 믹서의 혼합유동특성을 수치적으로 연구하였다. 믹서는 원형관의 입구로부터 유동방향으로 직경의 57배 떨어진 구간에 설치하였다. 베인이 유동 축과 이루는 각과 베인의 크기 그리고 위치의 변화에 따른 유동 및 혼합특성을 고찰하였다. 원형관내에서 믹서를 통과하는 유동의 특성은 UI, 선회비, 그리고 압력계수와 같은 특성화된 성능지수로 나타내었다. 해석결과 성능지수들은 베인 각과 차단비, 베인 위치와 같은 기하학적 변수에 영향을 받음을 확인하였다. 특히, 베인 각, 베인 크기가 커지거나 원형관내의 벽면에 가까이 설치될수록 선회비는 증가하는 것을 확인하였다.

• Computers and Concrete
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• 제29권2호
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• pp.69-79
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• 2022

For long underground box utility tunnels, post-tensioned precast concrete is often used. Between precast tunnel segments, sealed waterproof flexible joints are often specified. Fault displacement can lead to excessive deformation of the joints, which can lead to reduction in waterproofing due to diminished contact pressure between the sealant strip and the tunnel segment. This paper authenticates utilization of a finite element model for a prefabricated tunnel fault-crossing founded on ABAQUS software. In addition, material parameter selection, contact setting and boundary condition are reviewed. Analyzed under normal fault action are: the influence of fault displacement; buried depth; soil friction coefficient, and angle of crossing at the fault plane. In addition, distribution characteristics of the utility tunnel structure for vertical and longitudinal/horizontal relative displacement at segmented interface for the top and bottom slab are analyzed. It is found that the effect of increase in fault displacement on the splice joint deformation is significant, whereas the effects of changes in burial depth, pipe-soil friction coefficient and fault-crossing angle on the overall tunnel and joint deformations were not so significant.

• 한국화재소방학회논문지
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• 제34권4호
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• pp.69-77
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• 2020

최근 건축물의 대형화, 복잡화로 인하여 화재 발생 시 그 피해가 증가하고 있어 수계소화설비에서 스프링클러설비의 중요성이 확대되고 있다. 소방용 배관재로는 탄소강관(일반배관용·압력배관용), CPVC관, 동관, 스테인리스강관 등이 있으며, 소방용 배관으로 널리 사용되고 있는 강관배관 및 CPVC관에 대하여 배관의 노화를 고려한 부식계수 적용 시 말단헤드에서의 유량과 압력을 분석하기 위해 PIPENET 수리계산프로그램을 사용하여 수계시스템의 신뢰성을 분석하였다. 강관을 적용하였을 경우 배관 구경이 동일한 조건에서 20년경과(C값 90)후 지하 1층에 설치된 펌프에서의 정격유량은 10% 이상 감소하였으며, 말단헤드에서의 압력과 유량은 각각 30%, 16.5% 이상 감소하여 소방시설의 신뢰성 확보에 문제가 있는 것으로 확인되었다. 또한 30년(C값 80) 경과 시 펌프에서의 정격유량은 15% 이상 감소하였으며, 말단헤드에서의 압력과 유량은 각각 42%, 24% 이상 감소하는 것으로 결과 값이 도출되었다.