• Journal of Advanced Marine Engineering and Technology
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• 제31권6호
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• pp.753-760
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• 2007

For protection of the cylinder wall of the ball mill for grinding raw ore. the inner side of the cylinder is covered with rubber liner. The rubber is easily worn down because the rubber relatively soft compared with raw ore. So the rubber liner in the ball mill cylinder must be replaced almost every year and the cost for replacing rubber liner formidable. In this paper, for reducing or excluding the cost of replacing rubber liner the basalt liner is designed. The basalt materials are generally harder than raw ore and the basalt liner in the ball mill does not wear down and so it can be used almost permanently. The concave surfaces are made on the liner of the ball mill and the liner in the cylinder wall plays also the role of raising the steel balls mixed in the raw ore. The section profiles of the concave surface have an important effect on the performance of the ball mill. The deep concave grooves raise the steel balls to high levels and give the large potential energy to the steel balls impacting to the raw ore. But if the concave grooves are too deep. the steel balls raised too high by the concave grooves fly along the parabolic path and reach to the other side of cylinder wall and so the steel balls do not play the roles of grinding the raw ore. The forces acting to a steel ball in a concave groove of the cylinder liner are also analyzed in this paper. The formulas calculating the height and the impact point of the steel ball are introduced and presented. Based to these formulas, the optimum section profiles of the basalt liner are presented.

• Earthquakes and Structures
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• 제18권2호
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• pp.147-162
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• 2020

This paper presents a novel precast energy dissipation shear wall (PEDSW) structure system that using mild steel dampers as dry connectors at the vertical joints to connect adjacent wall panels. Analytical studies are systematically conducted to investigate the seismic performance of the proposed PEDSW under sequence-type ground motions. During earthquake events, earthquake sequences have the potential to cause severe damage to structures and threaten life safety. To date, the damage probability of engineering structures under earthquake sequence has not been included in structural design codes. In this study, numerical simulations on single-story PEDSW are carried out to validate the feasibility and reliability of using mild steel dampers to connect the precast shear walls. The seismic responses of the PEDSW and cast-in-place shear wall (CIPSW) are comparatively studied based on nonlinear time-history analyses, and the effectiveness of the proposed high-rise PEDSW is demonstrated. Next, the foreshock-mainshock-aftershock type earthquake sequences are constructed, and the seismic response and fragility curves of the PEDSW under single mainshock and earthquake sequences are analyzed and compared. Finally, the fragility analysis of PEDSW structure under earthquake sequences is performed. The influences of scaling factor of the aftershocks (foreshocks) to the mainshocks on the fragility of the PEDSW structure under different damage states are investigated. The numerical results reveal that neglecting the effect of earthquake sequence can lead to underestimated seismic responses and fragilities, which may result in unsafe design schemes of PEDSW structures.

• 대한영양사협회학술지
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• 제10권1호
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• pp.34-46
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• 2004

The purpose of this study was to investigate disinfection state and effective factors of foodservice facilities and utilities of elementary schools in Busan area. Foodservice facilities and utilities investigated in this study were ceiling, wall, floor, trench, greasetrap, hood, pest and dumb waiter. The questionnaire which was administered to 196 dietitians was used as a survey method. The results were as follows. The washing method of foodservice facilities and utilities was mainly used by detergent washing-natural dry. The disinfection method of foodservice facilities and utilities was mainly sanitized by sodium hypochlorite. Dumb waiter and hood were sanitized by 70% ethyl alcohol and iodine. In washing and disinfection frequencies of foodservice facilities and utilities ceiling was twice/year, wall, hood and pest control facilities were once/week, floor, trench, greasetrap and dumb waiter were everyday, respectively. Floor, trench, greasetrap and dumb waiter were disinfected properly, whereas ceiling, wall, hood and pest were not disinfected properly. The washing method was related to dietitian's marital status and education. The disinfection state was related to dietitian's age and career, having of sanitation check list. The disinfection method was also affected dietitian's marital status, number of employee, duration of foodservice, number of total serving and having of sanitation check list. Therefore based on the results of this study, it should be given to the microbiological study on disinfection of facilities and utilities such as ceiling, wall, floor, trench, greasetrap, hood, pest and dumb waiter and the dietitian and employee's sanitation training also should be conducted continuously.

• 한국건축시공학회지
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• 제24권4호
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• pp.495-506
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• 2024

PC공동주택은 RC공사와 달리 양중장비에 의한 작업이 주공정으로 공기가 산정되기 때문에 PC벽체를 포함한 양중 단위공정분석이 선행되어야 한다. 본 연구는 Core, 내부, 외부 PC벽체의 조립공정을 분석하여 PC공동주택 기준층 공사 Cycle 분석하는 것이다. 각 PC벽체의 양중과정 및 시간을 도출하였고, 그 결과를 사례에 적용하여 기준층 골조공사의 양중 사이클을 분석하였다. 순수 부재설치 기간은 5일로 분석되었고, PC부재별 작업시간 비중은 Core PC벽체는 약 16%, 내부 PC벽체는 약 8%, 외부 PC벽체는 약 18%로 분석되었다. 본 연구의 결과는 PC벽체가 적용된 PC공동주택 골조공사 시공계획 시, 핵심자료로 활용될 것이다.

• International Journal of Automotive Technology
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• 제5권4호
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• pp.221-238
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• 2004

Wall interactions of direct injection spray were investigated using laser-sheet imaging, shadowgraphy, wetted footprint and phase Doppler interferometry techniques. A narrow-cone high-pressure swirl injector is used to inject iso-octane fuel onto a plate, which has three different impact angles inside a pressurized chamber. Heated air and plate conditions were compared with unheated cases. Injection interval was also varied in the heated case to compare dry- and wet- wall impingement behaviors. High-speed macroscopic Mie-scattering images showed that presence of wall and air temperature has only minor effect on the bulk spray structure and penetration speed for the narrow-cone injector tested. The overall bulk motions of the spray plume and its spatial position at a given time are basically unaffected until a few millimeters before impacting the wall. The surface properties of the impact surface, such as the temperature, the presence of a preexisting liquid film also have a small effect on the amount of wetting or the wetted footprint; however, they have strong influence on what occurs just after impact or after a film is formed. The shadowgraph in particular shows that the plate temperature has a significant effect on vapor phase propagation. Generally, 10-20% faster horizontal vapor phase propagation is observed along the wall at elevated temperature condition. For impingement onto a preexisting film, more splash and evaporation were also observed. Contrary to some preconceptions, there is no significant splashing and droplet rebounding from surfaces that are interposed in the path of the DI gasoline spray, especially for the oblique impact angle cases. There also appears to be a dense spray front consists of large sac spray droplets in the oblique impact angle cases. The bulk of the spray is not impacted on the surface, but rather is deflected by it The microscopic details as depicted by phase Doppler measurements show that the outcome of the droplet impaction events can be significantly influenced. Only droplets at the spray front have high enough Weber numbers for wall impact to wet, splash or rebound. Using the sign of vertical velocity, the time-resolved downward droplets and upward droplets are compared. The Weber number of upward moving droplets, which seldom exceeds unity, also decreases as the impact angle decreases, as the droplets tend to impact less and move along the wall in the deflected spray plume.

• 한국지반공학회논문집
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• 제38권4호
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• pp.21-32
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• 2022

강재형 말뚝기초는 안정적인 지지력 확보와 높은 시공성으로 해양구조물 기초로 널리 활용되고 있다. 일반적으로 설계수명에 도달한 해양구조물은 해체수순을 밟게 되는데 말뚝기초는 높은 인발하중과 경제적인 이유로 예외적으로 현장에 존치되는 경우가 많다. 현장에 존치된 기초는 환경오염뿐만 아니라 신규구조물을 건설하는데 장애요인이 될 수 있으므로 말뚝기초 완전해체를 위한 연구가 필요한 실정이다. 본 연구에서는 인발하중을 획기적으로 저감시킬 수 있는 신형식 이중벽 말뚝기초를 제안하고 축소모형실험을 통해 인발하중 저감성능을 실험적으로 평가하였다. 이를 위해 축소된 이중벽 말뚝기초를 제작하고 건조된 모래지반에서 말뚝 설치 및 인발 거동을 모사하였으며, 측정된 인발하중을 동등한 단면의 일반말뚝과 비교하였다. 그 결과, 조밀한 모래지반에서 이중벽 말뚝의 최대 인발력이 일반말뚝에 비해 45% 감소되는 것을 확인하였다. 본 연구를 통해 이중벽 말뚝의 인발하중 저감 성능과 메커니즘을 검증하였으며, 설계수명에 도달한 기초를 완전히 회수할 수 있는 가능성을 확인하였다.

• 한국초지조사료학회지
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• 제5권2호
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• pp.127-135
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• 1985

옥수수 및 sorghum 식물(植物)에 있어서 생육시기(生育時期)와 환경온도(環境溫度)가 cell-wall constituents의 합성(合成) 및 축적형태(蓄積形態)에 미치는 영향(影響)을 구명(究明)하기 위하여 옥수수의 Blizzard와 sorghum의 Sioux 및 Pioneer 931 품종(品種)을 공시재료(供試材料)로 하여 포장(圃場) 및 Phytotron 시험(試驗)을 실시(實施)하였다. Phytotron의 주(晝)/야간(夜間) 실내온도(室內溫度)는 30/25, 25/20, 28/18 및 $18/8^{\circ}C$로 하였으며 일조(日照)는 30,000-35,000Lux로 13시간(時間) 조사(照謝)하였다. 1979-81년간(年間) 얻어진 결과(結果)를 요약(要約)하면 다음과 같다. 1. 옥수수 및 sorghum의 cell wall constituents는 유수형성기(幼穗形成期)에서 지엽(止葉)이 출현(出現)되는 시기(時期)에 최대(最大)의 합성능력(合成能力)을 갖는다. Neutral Detergence Fiber 및 Acid Detergence Fiber 농도(濃度)는 동화엽면적(同化葉面積)이 최대(最大)인 출수기전후(出穗期前后)에 각각(各各) NDF 52-55% (옥수수) 및 64-68%(Sorghum)와 ADF 30%(옥수수) 및 45% (Sorghum)로 가장 높은 수준(水準)을 나타낸다. 2 Cellulose 및 Hemicellulose는 세포구조막(細胞救造膜)을 형성(形成)하고 있는 structural carbohydrates로 Cellulose가 주(主)로 경조직(莖組織)의 cell wall을 구성(構成)하고 있는데 비해 Hemicellulose는 엽(葉)과 곡실부위(穀實部位)의 세포막구성물질(細胞膜構成物質)로서 중요(重要)한 역할(役割)을 한다. 3. Cell wall constituents의 합성(合成)은 환경온도(環境溫度)가 상승(上昇)됨에 따라 비례적(比例的)으로 증가(增加)한다. 그러나 fructosan, mono- 및 disaccharose 등 non-structural carbohydrates축적(蓄積)은 $30/25^{\circ}C$이상(以上)의 고온(高溫)에서 감소(減少)된다. 고온(高溫)에서의 세포구조막물질(細胞構造膜物質) 증가(增加)는 cell wall을 구성(構成)하고 있는 물질중(物質中) 特(特)히 Cellulose가 급증(急增)된데 기인(其因)된 것으로 온도상승(溫度上昇)에 따른 Cellulose의 합성능력(合成能力)은 Hemicellulose 및 Lignin에 비해 현저(顯著)한 증가(增加)를 보인다. 4 세포구조막물질(細胞構造膜物質)의 증가(增加)는 소화율(消化率) 및 net energy 축적(蓄積)을 크게 저해(沮害)한다. cell wall constituents 중(中) phenol 성분(成分)의 Lignin과 in vitro 소화율간(消化率間)에는 높은 부(負)의 상관(相關)이 있다($P{\leqq}0.1%$). Cellulose 및 Hemicellulose는 sorghum식물(植物)의 경우 소화율(消化率)과 NEL 축적(蓄積)을 크게 악화(惡化)시키나($P{\leqq}0.1%$) 옥수수에 있어서는 이같은 부(負)의 상관관계(相關關係)가 sorghum에서와 같이 크게 나타나지 않는다.

• 한국환경과학회지
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• 제20권11호
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• pp.1417-1423
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• 2011

본 연구는 용기형 벽면녹화에서 유기질비료의 비율에 따른 노랑조팝나무의 생육을 실험적으로 평가함으로써, 빗물활용을 위한 적합한 식재지반 조성과 벽면녹화 수종으로서 관목류의 활용성을 높이고자 하며, 그 결과는 다음과 같다. 1. 6월 무강수 실험기간 동안 용기형 벽면녹화 식재지반 내 토양수분함량을 중량단위로 측정한 결과, $A_1L_1$ > $A_2L_1$ > $A_4L_1$ > $A_8L_1$ > $A_1L_0$ 순으로, 유기질비료의 비율이 높을수록 완만하게 감소하였다. 2. 유기질비료 배합비율에 따른 노랑조팝나무의 생육은 대조구인 $A_1L_0$과 비교해 볼 때, 실험구별 생육 차이는 확연하지 않았으나 $A_2L_1$이 전체 처리구 중 가장 양호한 생육상태를 보였다. 3. 생존율은 대조구인 $A_1L_0$에서 모든 식물이 고사한 반면, 유기질비료 비율이 높을수록 생존율은 향상되었다. 이러한 실험적 결과를 통해, 빗물활용 용기형 벽면녹화에서 유기질비료는 노랑조팝나무의 생육보다는 생존을 향상시키는 것으로 나타나, 빗물만으로 물공급이 이루어지는 벽면녹화에 건조기를 대비할 수 있는 녹화방안이라 본다. 또한 이와 더불어 식재지반 내 토양수분함량을 높이기 위한 토양개량제나 빗물저류시스템의 연계가 고려된다면 노랑조팝나무는 용기형 벽면녹화에 활용가능성이 높은 관목이라 판단된다.

• Journal of Mechanical Science and Technology
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• 제18권6호
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• pp.990-1001
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• 2004

The retention of a molten pool vessel cooled by internal vessel reflooding and/or external vessel reactor cavity flooding has been considered as one of severe accident management strategies. The present numerical study investigates the effect of both internal and external vessel mixed cooling on an internally heated molten pool. The molten pool is confined in a hemispherical vessel with reference to the thermal behavior of the vessel wall. In this study, our numerical model used a scaled-down reactor vessel of a KSNP (Korea Standard Nuclear Power) reactor design of 1000 MWe (a Pressurized Water Reactor with a large and dry containment). Well-known temperature-dependent boiling heat transfer curves are applied to the internal and external vessel cooling boundaries. Radiative heat transfer has been considered in the case of dry internal vessel boundary condition. Computational results show that the external cooling vessel boundary conditions have better effectiveness than internal vessel cooling in the retention of the melt pool vessel failure.

• 한국지반공학회논문집
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• 제27권9호
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• pp.25-36
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• 2011

조적식 석축옹벽의 거동 특성을 규명하기 위하여 실내 모형시험과 수치해석을 수행하였다. 실내 모형시험에서 옹벽 블록과 뒤채움재의 변위를 측정하기 위해 PIV 기법의 디지털 이미지 해석을 실시하였다. 유한요소 수치해석을 위해 상용프로그램인 ABAQUS를 사용하였다. 모형시험에서 관찰된 뒤채움재의 변위 발생 과정은 파괴면의 형성이 점진적임을 보여준다. 수치해석 결과에서 석축옹벽의 시공 과정에서 발생하는 전체적인 수평 토압 분포는 기존의 Rankine 이론과 큰 차이가 없지만, 뒤채움재의 내부 마찰각과 석축을 구성하는 석재 간의 마찰각이 작으면 토압의 분포가 불규칙해짐을 확인하였다.