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도넛형 중공슬래브의 휨 강도 및 휨 강성Flexural Strength and Stiffness of Biaxial Hollow Slab with Donut Type Hollow Sphere

Other Titles
Flexural Strength and Stiffness of Biaxial Hollow Slab with Donut Type Hollow Sphere
Authors
정주홍최현기이승창최창식
Issue Date
May-2014
Publisher
대한건축학회
Keywords
Biaxial Hollow Slab; Hollow Sphere; Floor system; Experimental Study; 이방향 중공 슬래브; 중공 형성체; 바닥 구조 시스템; 성능 평가
Citation
대한건축학회논문집 구조계, v.30, no.5, pp.3 - 11
Indexed
KCI
Journal Title
대한건축학회논문집 구조계
Volume
30
Number
5
Start Page
3
End Page
11
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/159989
ISSN
1226-9107
Abstract
This paper presents the flexural capacities of biaxial hollow slabs with donut type hollow shapes. Recently, various types of slab systems which can reduce self-weight of slabs have been studied as the height and width of building structures increase. A biaxial hollow slab system is widely known as one of the effective system which can reduce self-weight of slab. A biaxial hollow slab has hollow spheres within slabs in order to reduce self-weight of slabs. The capacities of biaxial hollow slab are influenced by the shapes, volume of hollow spheres. According to analytical studies, the hollow slab with donut type hollow sphere had good flexural capacities such as strength, stiffness and deflection. To verify the flexural capacities of this hollow slab such as strength and stiffness, flexural tests were performed. Three test specimens were planned to verify the effect of test parameters. One was conventional RC slab and others were donut type hollow slabs. The donut type hollow slabs have two different fixing methods of plastic balls. The one is used diagonal steel cage and the other is fixed with only its geometrical shapes without additional steel cage.
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