• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.236-237
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• 2021

In the waterproofing of the rooftop of reinforced concrete buildings, it is difficult to solve perfectly according to the proficiency of waterproofing materials, methods, and mechanics. Therefore, this study applies a Tricot Fabric Mesh to the behavior of the bottom concrete. In addition, it responds to the behavior of the concrete cracking, and the waterproofing and protective layer has developed a method to provide convenience for rooftop floor use by adhesion between the base and the waterproof layer with the use of high viscosity urethane to effectively move the surface deformation and surface vapor and install a airvent device on the wall.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.247-250
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• 2012

As industrialization progresses is rapidly growing, the city of density and temperature is rising successively. It leads to the status of environmental issues. It is needed to develop process of planting concrete block using by Eco-materials for replacing to he existing rooftop light soil that imported. In this study, developing the process of planting lightweight block is researched on using applications of 6 Sigma technique. It makes process object improve standard by using statistical method. Also, there are suggestion that it is optimum mix design conditions and affection of experimental factors in matters of developing planting concrete block for rooftop greening.

• 한국조경학회:학술대회논문집
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• 한국조경학회 2007년도 Journal of Landscape Architecture in Asia Vol.3
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• pp.157-161
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• 2007

Full-scale ferro-concrete building technology came was introduced in Japan in Meiji $35{\sim}40(1902{\sim}1907)$ and heralding the beginning of urban modernization. On the roofs of these new architectural constructions, full-scale rooftop gardens were also developed. We consider that gardens established on the roofs of hotel and department stores created a new, modernized garden culture, which greatly influenced the early modern urban culture of Japan, the drama of which it conceived based on the impression in a rooftop garden is made. In this paper, we discuss the influence of Meiji-Era cultural and technological advances on rooftop gardens constructed during the Taisho $Era(1912{\sim}1926)$, as represented by the gardens of Kobe's Oriental Hotel, Tokyo's Mitsukoshi Department Store and Shimonoseki City's Akita Company. Photographic and print sources are utilized to analyze the design features and temporal changes of these pioneering rooftop gardens, as well as their influence on urban culture.

• 한국환경복원기술학회지
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• 제8권1호
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• pp.88-99
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• 2005

This research aimed to investigate the current trends of rooftop greening techniques of frequent use within and without Korea. It is also expected that this research will help developing new rooftop greening techniques appropriate for Korean environment. Data for this study have been collected from patent applications for rooftop greening techniques; the web sites of the Korean Intellectual Property Office as well as patent offices in Germany and Japan, where active researches on rooftop greening techniques are in progress. 168 applications within a period from the year of 1984 to December of 2004 were examined, among which Japan excelled with its 81 applications followed by Germany(54), Korea(31)and USA(2). In case of Japan, where more patent applications were found than in any other countries, applications for Plant Base(38) excelled others - System(36), Management(4) and Plant(3) in the number of applications. As for Germany, 25 cases were on Plant Base, 25 cases on System, and 4 cases on Plant; in Korea, 15 cases were on Plant Base, 11 cases on System, 3 cases on Plant and 2 cases on Management; in USA, 1 cases were on System and 1 cases on Plant. Overall, the total number of patent applications in three countries reaches 168 cases; among which Plant Base topped in all four countries, followed by 73 cases on System. Applications concerning Plant and Management totalled to 11 and 6 for each. In conclusion, most patents were concentrated on Plant Base and System while researches on Plant and Management still do not get as much attention as they deserve. Research and development of various techniques on Plant must be a precondition for the formation of diverse Bio-tops suitable for the environments of specific areas. Concrete researches on rooftop greening techniques will contribute to the improvement of urban ecosystem by developing more convenient and easily applicable techniques during the time of actual construction.

• 대기
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• 제15권3호
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• pp.179-186
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• 2005

Due to several difficulties, a number of Automatic Weather Systems (AWS) operated by Korea Meteorological Administration (KMA) are located on the rooftop so that the forming of standard observation environment to obtain the accuracy is needed. Therefore, the air temperature of AWSs on the synthetic lawn and the concrete of the rooftop is compared with the standard observation temperature. The hourly mean temperature is obtained by monthly and hourly mean value and the difference of temperature is calculated according to the location, the weather phenomenon, and cloud amount. The maximum and the minimum temperatures are compared by the conditions, such as cloud amount, the existence of precipitation or not. Consequently, the temperature on the synthetic lawn is higher than it on the concrete so that it is difficult to obtain same effect from ASOS, on the contrary the installation of AWS on the synthetic lawn seem to be inadequate due to heat or cold source of the building.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.179-183
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• 2005

In apply roof waterproof system using of synthetic high polymer sheet for rooftop measure physical performance (tension$\cdot$tearing ability, temperature relativity, heating stretch performance, junction performance, wind resistance test) by various test environment condition waterproof test of structure and performance of construction work aspect, present suitable form of construction work under these environment. Also, wish to improve durability of concrete structure as that examine in priority about adhesion method and joint junction method with waterproof out surface, and present new direction about roof system application of waterproofing method for rooftop.

• 한국조경학회지
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• 제41권6호
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• pp.107-116
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• 2013

본 연구는 저토심 옥상녹화모듈의 빗물유출 및 도시열섬 저감효과를 정량적으로 평가하기 위해, 저토심 경사 평지붕 녹화모듈의 저류 및 증발산 특성을 규명한 것이다. 이를 위해 기린초를 식재한 라이시미터(깊이 100mm)를 4방향(동, 서, 남, 북)의 50% 경사 지붕과 평지붕 위에 구축하였다. 그리고 저토심 경사지붕 및 평지붕 녹화모듈을 대상으로 연간 수분보유량 및 저류량과 증발산량 그리고 옥상과 평지붕 녹화모듈의 표면온도를 2012년 9월 1일부터 2013년 8월 31일까지 1년간 연속적으로 측정하였다. 측정된 자료를 근거로 분석한 녹화모듈의 저류 및 증발산 특성은 다음과 같다. 경사지붕 녹화모듈의 수분보유량은 눈이 오는 겨울철을 제외하면 강우 직후 8.7~28.4mm까지 상승하였으며, 무강우 지속 시 3.3mm까지 저하하는 것으로 나타났다. 경사지붕 녹화모듈은 최대 22.2mm까지 강우를 저류했던 것으로 나타났다. 녹화모듈의 강우량 대비 강우 저류율 예측식은 경사지붕의 경우 [강우 저류율(%)=-18.37 ln(강우량(mm))+107.75, $R^2$=0.79], 평지붕의 경우 [강우 저류율(%)=-22.64 ln강우량(mm))+130.8, $R^2$=0.81]였다. 경사지붕 녹화모듈의 증발산량은 강우 후 경과일수에 따라 급격히 감소하였으며, 봄철과 가을철에는 로그함수형으로, 여름철에는 거듭제곱함수형으로 감소하였다. 그리고 경사지붕 녹화모듈의 강우 후 일증발산량은 여름 > 봄 > 가을 > 겨울 순으로 높게 나타났다. 이는 일사량 및 기온의 차이에 의한 것으로 사료된다. 녹화모듈의 증발산량은 강우 후 3~5일간 2~7mm/day에서부터 1mm/day 미만으로 급격히 감소하였으며, 이후 완만하게 감소하였다. 이는 녹화모듈에 식재된 기린초는 수분이 충분할 경우에는 수분을 급격히 소비하고, 수분이 부족할 때는 수분을 보존한다는 것을 시사한다. 여름철 알베도는 옥상면이 0.151, 옥상녹화면이 0.137 그리고 겨울철 알베도는 옥상면이 0.165, 옥상녹화면이 0.165로 나타나, 옥상면과 옥상녹화면의 알베도에는 큰 차이가 없었다. 여름철 녹화에 의한 표면온도의 저감효과는 일평균표면온도가 $1.6{\sim}13.8^{\circ}C$(평균 $9.7^{\circ}C$), 일최고표면온도가 $6.2{\sim}17.6^{\circ}C$(평균 $11.2^{\circ}C$)로 나타났다. 겨울철 녹화에 의한 온도 차이는 일평균 표면온도가 $-2.4{\sim}1.3^{\circ}C$(평균 $-0.4^{\circ}C$), 일최고표면온도가 $-4.2{\sim}2.6^{\circ}C$(평균 $0.0^{\circ}C$)로 크게 나타나지 않았다. 증발산량이 증가함에 따라 녹화에 의한 저감온도가 선형함수형으로 커지는 것으로 나타났으며, 증발산량에 따른 저감온도의 예측식은 [저감온도($^{\circ}C$)=$1.4361{\times}$증발산량(mm)+8.83, $R^2$=0.59]였다. 무강우 지속 시 녹화에 의한 표면온도 저감은 세덤 수관에 의한 차양효과에 의한 것으로 판단되었다. 본 연구 결과, 녹화모듈에 의한 저토심 옥상녹화는 저류와 증발산 작용에 의해 빗물 유출 및 도시열섬 관리에 긍정적인 효과를 준다는 것을 규명하였다. 또한 기린초는 무관수 저토심 옥상녹화용 수종으로 이상적 식물재료이며, 장기적인 도시열섬 완화라는 측면에서는 기린초의 증발산효과뿐 아니라 차양효과를 고려해야 한다는 것을 제시하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.7-8
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• 2014

Latex-modified concrete using ready mix concrete (R-LMC) was developed for application of building construction project (specifically, the rooftop of a parking garage unable to use heavy equipments for bridge deck overlay) due to three major outstanding properties of R-LMC; bond strength, resistance of cracks at early age, and resistance of freezing and thawing. However, R-LMC at the placement stage is required to be sufficiently cured because R-LMC is very sensitive to rate of evaporation of surface moisture. This study focused on effects of different curing methods and climate condition on cracks on the surface of hardened R-LMC considering the chart of rate of evaporation of surface moisture from concrete provided by American Concrete Institute in manual for placement of latex modified concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.517-520
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• 2006

The waterproofing of Building on the roof has been exposed more underground or the other part of waterproofing than environmental factor(solar heat, UV, salt, acid rain, wind, temperature, snow, rain, etc.) or physical factor. So it must be have a waterproofing performance and it has a special technique for the maintaining of concrete durability. Therefore, exposed waterproof layer has to protected from UV, solar heat, rain and the outside environment also, to endurance durability methods spread face plate topcoat material on the waterproof layer. But, actuality faceplate waterproof layer of topcoat materials are unbearable to UV, solar heat and moisture etc. and it doesn't have adhesion with waterproof layer in the middle. So it happens to crack, separating and heaving etc. Therefore, in the study, we will suggest that using of the exposed roof waterproof layer topcoat materials test method manage rooftop waterproof layer for the durability and the stability.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.85-86
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• 2018

In the case where the building's rooftop was laid without any foundation, the combined deterioration, such as the repetition of shrinkage and expansion caused by temperature changes, caused further cost generation and damage. To prevent this, the concrete mixing design and construction process shall be established to resist combined deterioration.