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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.13 No.2
- 발행연도
- 2019.2
- 수록면
- 243 - 253 (11page)
이용수
초록· 키워드
오류제보하기
In this research, a cable-type wall system that could replace the conventional aluminum curtain wall system for reinforced concrete high-rise buildings is proposed. The cable-type wall system is a newly developed system, which could be used as an existing exterior skin system, and can effectively support the wind load acting on the exterior of the high-rise buildings by the pre-induced initial tension force to the cable supporting the glass. The main advantages of the cable-type wall system are that the expense of construction could be reduced due to the simplicity of the construction. The experiment of structural analysis and air/water tightness was performed to evaluate its feasibility of industrialization. The structural performance of the cable-type wall system was evaluated through the structural analysis and the full-scale experiment to predict the initial pre-tension force and the design load displacement of the vertical one-way cable-type wall system that can be used for a typical floor of the high-rise building. The initial pretension force and structural behavior of the cable were analyzed by using the structural design program MIDAS-Gen. The maximum deformation value in the structural test was found to satisfy the AAMA condition, which is equal to the size of the facade skin system. The air/water tightness test was conducted to verify the performance. Test results show that the cable-type wall system satisfies the air/water tightness performance standards ASTM E283, E331 and AAMA 501.1-05 which are the most basic standards that the facade system must provide. As a result of this study, it is expected that the proposed cable-type wall system could be used for facade system, not only the structural performance but also air/water tightness performance are secured.
목차
Abstract
1 Introduction
2 Experimental Plan
3 Structural Analysis and Experimental Results
4 Conclusions
References
참고문헌 (16)
참고문헌 신청
AAMA (1996). Aluminum curtain wall design guide manual. Schaumburg: American Architectural Manufacturers Association
AAMA. (2002). Maximum allowable deflection of framing systems for building cladding components at design wind load (pp. 33?72). Schaumburg: American Architectural Manufacturers Association.
Architectural Institute of Korea. (2016). Korean building code and commentary (pp. 108?170). Seoul: Architectural Institute of Korea.
ASTM E283-04. (2002). Standard test method for determining rate of air leakage through exterior windows, curtain walls, and doors under specified pressure differences across the specimen (pp. 1?4). West Conshohocken: ASTM International.
ASTM E331-00. (2002). Standard test method for water penetration of exterior windows, skylights, doors, and curtain walls by uniform static air pressure difference (pp. 1?4). Philadelphia: ASTM.
AAMA. (2002). Maximum allowable deflection of framing systems for building cladding components at design wind load (pp. 33?72). Schaumburg: American Architectural Manufacturers Association.
Architectural Institute of Korea. (2016). Korean building code and commentary (pp. 108?170). Seoul: Architectural Institute of Korea.
ASTM E283-04. (2002). Standard test method for determining rate of air leakage through exterior windows, curtain walls, and doors under specified pressure differences across the specimen (pp. 1?4). West Conshohocken: ASTM International.
ASTM E331-00. (2002). Standard test method for water penetration of exterior windows, skylights, doors, and curtain walls by uniform static air pressure difference (pp. 1?4). Philadelphia: ASTM.
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