• 한국환경과학회지
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• 제24권7호
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• pp.927-937
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• 2015

This study was performed to identify and quantify the asbestos fibers released from two types of asbestos-cement slate roofs. One is a plant roof installed in 1987 which contained 15% chrysotile, and the other is a residential roof installed before 1983 which contained 12% chrysotile. The concentrations of asbestos fibers in air surrounding asbestos-cement slate roofs and in the falling water harvested from the same roofs on rainy days ranged from 0.0012 to 0.0018 f/mL and from 1,764 f/L to 10,584 f/L, respectively. The concentration of inorganic fibers in the soil around asbestos-cement slate roofs was from 217 to 348 f/g. With the above results, the excess lifetime cancer risk (ELCR) for the risk assessment of the asbestos fibers released from asbestos-cement slate based on US EPA IRIS (Integrated risk information system) model is within 5.5E-06 ~ 6.5E-06 levels which indicates that the levels do not exceed "the acceptable risk(1.0E-05)" recommended by WHO. The asbestos concentration in air, drained rainfall and soil around the plant slate roof was higher than that around residential slate roof, but the excess lifetime cancer risk (ELCR) from residential slate was higher than that from plant slate. This suggested that the enclose and encapsulation of residential roofs have priority in removal policy to minimize the exposure risk.

• 유기물자원화
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• 제22권3호
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• pp.60-67
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• 2014

고층 공공주택의 화장실과 주방에 적용되는 배기 시스템은 기본적으로 두 종류의 환기팬이 적용된다. 가지 기본 유형의 지붕 팬이다. 그 하나가 자연 통풍력을 활용하는 무동력 팬이고 다른 하나는 자연 통풍력이 없을 때, 모터를 활용하여 강제로 구동하는 팬을 적용하는 방식이다. 자연/강제 겸용으로 지붕에 적용되는 환기팬은 회전축에 모터가 있습니다. 대한민국에는 많은 고층건물이 있다. 그러나 고층건물의 환기가 굴뚝효과에 의존된다고 판단하였기 때문에 이러한 건물의 실내에서 발생하는 오염물질의 제거에 대한 관심을 크게 갖지 않고 있다. 본 연구는 외기압력과 초고층아파트에 사용되는 배기연돌에 적용되는 차압에 의해 결정되는 연돌압력을 조사하기 위함이다. 본 논문은 화장실 배기풍량과 대기의 자연풍속을 변수로 하여 루프팬에 설치된 모타의 전력공급시간을 판단함으로써 기존 배기팬보다 향상된 배기효율을 예측하기 위해, 수행되었다.

• 한국조경학회지
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• 제40권3호
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• pp.60-68
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• 2012

본 연구는 옥상녹화 장소별 이용행태와 옥상녹화 이용과 평소 전반적인 건강 수준의 연관성을 파악하여 옥상녹화 장소 이용을 통한 건강효과를 파악하고자 하였다. 연구대상지는 대구지역 옥상녹화가 조성된 건축물 유형별로 주택, 관공서, 교육기관, 의료기관, 쇼핑센터를 선정하였다. 연구 대상자는 옥상녹화 건물 거주자 및 이용자로 하였다. 현재 옥상녹화 이용행태는 60% 이상 이용률, 30분 미만의 단시간 이용, 기분전환 및 스트레스 해소를 위해 휴식, 주변 경관감상, 흡연, 산책과 운동의 목적으로 이용되고 있다. 옥상녹화 활성화를 위하여 시설물과 녹화식물을 확충하고, 운영 및 관리 보조금 지원이 효과적이다. 이용자의 건강수준이 낮게 나타난 교육기관, 의료기관, 쇼핑센터에 우선적으로 옥상녹화를 조성할 경우, 도시민의 건강증진에 도움이 될 것으로 생각된다. 휴식과 주변 경관감상을 통한 정서적 건강향상은 신체적 건강에도 영향을 주므로, 옥상녹화 조성을 통한 물리적 환경개선은 건강한 도시만들기에도 기여할 것이다.

• 한국융합학회논문지
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• 제10권10호
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• pp.99-105
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• 2019

본 연구에서는 차량의 루프에 장착되는 다양한 종류들의 루프 박스 모델들에 대한 자동차 주위에서의 유동해석을 하였다. 유체의 흐름 및 압력 해석을 통하여 어떠한 모델이 운행에 있어서 더 적합한지에 대하여 고찰하였다. 4종류의 모델은 각자의 모양을 가진 모델 1, ${\beta}$, ${\gamma}$ 및 ${\delta}$로 설정하여 설계를 하였고 주행 속도는 20m/s로 설정하였다. 모델 ${\beta}$의 경우는 압력이 다른 모델에 비해 가장 크게 나오고, 모델 ${\delta}$는 유선형의 구조인 카누를 장착하여 루프 박스들 중에는 가장 낮은 압력을 가진다는 것을 확인하였다. 본 연구결과를 토대로 얻은 루프박스의 내구성 있는 설계데이터를 활용함으로서 실생활에서의 차체에 융합하여 그 미적 감각을 나타낼 수 있다.

• 대한안전경영과학회지
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• 제18권3호
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• pp.71-80
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• 2016

This study is on safety improvement measures through analysis of accident cases during plant storage tank construction. Storage tank is a general term for artificial ground facility constructed to store oil, water, gas, and other chemicals. Some companies have clustered storage tanks (tank farm). The construction methods vary according to the component and types of fluids. Because most of the construction procedures include lifting heavy weight materials using heavy construction equipment and are carried out at high places, storage tank construction contains more risk factors than normal aerial construction. Recently, major accidents such as storage tank collapse have occurred often, and cost many lives due to the characteristics of the structure. In this study we would like to analyze the cause of these accidents and propose measures to improve safety.

• Computers and Concrete
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• 제31권1호
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• pp.9-21
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• 2023

The published studies usually used analytical method, numerical methods or experimental method to determine the stress-strain state and displacement of the single-layer or multi-layer curved shell types, but with a small scale model. However, a full scale multi-layer doubly curved concrete shell roof model should be researched. This paper presents the results of the experiment and simulation analysis involving stress-strain state, sliding between layers, the formation and development of the full scale double-layer doubly curved concrete shell roof when this shell begins to crack. The results of the this study have constructed the load-sliding strain relationship; strain diagram; stress diagram in the shell layers; the N_x, N_y membrane force diagram and deflection of shell. Thisresults by experimental method on a full scale model of concrete have clarified the working of multi-layer doubly curved concrete shell roof. The experimental and simulation results are compared with each other and compared with the Sap2000 software.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.754-755
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• 2015

In this research, moisture contents and roof deflection of two test-bed Korean traditional timber houses, Hanoks, were monitored. The monitored houses are consisted of two types of Hanoks. One is a one-story traditional Hanok built by traditional construction method, and the other is a two-storied new-styled Hanok built by modernized construction method. The monitoring has been carried out for about thirty months. The moisture contents and roof deflections were analyzed and compared. The moisture contents of the traditional Hanok built by raw wood were somewhat higher than that of the new-styled Hanok built by glued structural wood. The mean vertical deflection of angle rafters of traditional Hanok is about twice more than that of the new-styled Hanok.

• 한국철도학회논문집
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• 제10권4호
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• pp.381-387
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• 2007

In this paper, crashworthiness of the EMU carbody of Incheon Metro is numerically evaluated against two types of overhead line structures (headspan and portal-type). The material of the EMU carbody is stainless steel (SUS301L), and that of the overhead line structures is the structural steel (SS400). The EMU carbody is analyzed under collision conditions, such as upright side-on impact, side-on roof impact and angled roof impact scenarios, to be collided against the headspan type or the portal type at the speed of 64.4km/h, respectively. It is concluded from the numerical results that the overhead line structures will not do so much harm to the EMU carbody of Incheon Metro for various collisions caused by derailment. Furthermore, the overhead line structure of the portal type is superior to that of the headspan type in the crashworthy point of view.

• 국제초고층학회논문집
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• 제3권4호
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• pp.273-278
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• 2014

Green roof's performance in reducing stormwater runoff has been reported by numerous studies. Nonetheless, the roles of low growing vegetation in influencing stormwater runoff reduction on green roofs have been greatly overlooked. This paper describes an experiment investigating the influence of low growing vegetation in the reduction of tropical stormwater runoff on extensive green roofs. Three types of locally occurring native vegetation and one non-native Sedum species were selected (fern, herb, grass and succulent) for the experiment. Stormwater runoff reduction performance from different low growing species was done by measuring excess water runoff from the simulated green roof modules. The results show significant differences in stormwater runoff reduction from different types of vegetation. Fern was the most effective in reducing stormwater runoff, followed by herb, Sedum and grass. Vegetative characters that are found to attribute towards the performance of stormwater runoff are rooting density, structure, density, leaf type, and vegetation biomass.

• 한국농촌건축학회논문집
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• 제15권4호
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• pp.35-42
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• 2013

The study aims to investigate general characteristics of Jae-sil from an architectural perspective by grasping location, deployment, structure, and plan composition based on existing inhabited conditions in Jeollabukdo. Results derived from the study are as follows. First, the location of Jae-sil is classified into mountainous and village types, and the two types showed a similar distribution. The village type showed the most distribution in the foot of a mountain in the rear of village, while the mountainous type is close to graveyard. The Jae-sil were mostly exposed to south, southeast, and southeast, which was not significantly different from residence. For deployment of the Jae-sil, a "二" shaped house, where main quarter and gated building are parallel located, can be common, indicating that additional attached building is less required. Second, for the platform out of structural components, coursed masonry was conducted by using natural rocks, and placed were a prop on the platform, first line on processed foot stone, and others on natural foot stone. For pillar, front line round columns, while others square columns. The binding type of the upper part of pillar is dominated by jangyeosujang and sorosujang. For wooden frame structure, 5ryangs were the most distributed, and out of these, 1goju 5ryang was the most generally used. For a roof part, it was composed with gambrel roof with single eave, and the roof was constructed by placing traditional Korean tile roof on the top. Third, for a size of Jae-sil out of plan composition, although the facade and the side of it were presented in a diverse manner, 4 facade rooms and 1.5 side rooms were the most frequently presented, and all Jae-sil were equipped with front ceremonial space. For spatial composition of Jae-sil, main floored hall is placed at the center, and each room is placed on the left and right side to secure space for ancestral rite for participants of it, and for a house with 5 rooms or more, it shows that main floored hall and rooms are weighted from side to side.