Browse > Article
http://dx.doi.org/10.6106/KJCEM.2017.18.5.003

Experimental Study and Comparison of Analysis Results on Structural Method of Prestressed Concrete Slab Using Light Hybrid rib to Long Span  

Shim, Namju (Department of Architecture, Graduate School, Konkuk University)
Oh, Jungkeun (Department of Architecture, Konkuk University)
Publication Information
Korean Journal of Construction Engineering and Management / v.18, no.5, 2017 , pp. 3-10 More about this Journal
Abstract
The HBS slab is a method in which a lightweight sieve is installed on top of the psc slab and two ribs of the neighboring psc slab are combined with ribs formed by the site concrete to act as a single member on the same axis. The purpose of this study is to implement the performance comparison with the existing method through the experimental study on the PSC slab method. In this study, the HBS slab was developed as a method to improve the limit of the existing method and the performance comparison with the existing method is tried to verify its superiority. The comparison of the structural performance with the existing method is carried out through the experimental study of the HBS slab, and the structural performance against the bending performance and shear and the bonding performance between the pc beam and the hbs slab are examined and compared with the existing method through the theoretical method.
Keywords
PSC Slab; Bundle Rib; Long Span; HBS Slab; Jointless; The Regular Rib Pattern; Shear Key;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 ACI Committe 318. (2011). "Building Code Requirements for Reinforced Concrete and Commentry (ACI318R-11)" American Concrete Institute, Detroit, pp. 78-79.
2 CEN, Eurocode 2 prEN 1992-1-1, (2002). "Design of Concrete Structures" European Committee for Standardization.
3 Choi, I. S. (2016). "Structure-Performance of Precast Prestressed Slab with Esthetics and Optimized Section for Positive and Negative Moment" Inha University Graduate School, pp. 36-46.
4 Hong, S. G., Kim, M. K., Jin, E. S., and Kim, E. S. (2009). "Application of Welded Wire Mesh for Shear Reinforcement in Multi-tee Slab systems" Aritecture Institute of Korea, 29(1), pp. 295-298.
5 Hou, S. J., Cho, S. H., Chung, L. (2010). "Structural Performance of Waffle Shaped Precast Prestressed Concrete Slab" Aritecture Institute of Korea, 26(1), pp 3-10.
6 Kang, J. H., Ha, D. J., and CHO, K. S. (2007). "A Design and Construction Technology for Long Span Precast Concrete in Central Europe" Aritecture Institute of Korea, 27(1), pp. 147-150.
7 Korea Concrete Institute (2012). "Concrete Structure Design Code and Commentry" Kimoondang, pp. 123-137.
8 Mones, R. M. (2013). "Hollow-core Slabs with Cast- In-Place Concrete Toppings: A Study of Interfacial Shear Strength" PCI Journal, 58(3), pp. 124-141.   DOI
9 Park, K. S., Lee, S. S., and Choi, Y. C. (2011). "Evaluation on the Flexural Performance for Connections with the Inverted Rib-Plus Precast Concrete Slab (RPS) to PC Beam"A ritecture Institute of Korea, pp. 69-76.
10 PCI (2004). "PCI Design Handbook (Precast and Prestressed Concrete)" Precast/Prestressed Concrete Institute.
11 Yoo, J. C., and Kim, D. H. (2006). "The Present and Future of Korea in the Precast Concrete" Complex Architecture in the Korea Technology Association, 1(1), pp.17-27.
12 Park, K. S., Lee, S. S., and Choi, Y. C. (2011). "Evaluation on the the Horizontal Shear Strength of Precast Concrete Slab with the Inverted Rib-Plus" Journal of Aritecture Institute of Korea, 15(6), pp. 156-165.