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Structural Behavior on Horizontal Connection for Hybrid Precast Concrete Panel

복합 프리캐스트 콘크리트 패널 수평접합부의 구조적 거동

  • Received : 2019.07.12
  • Accepted : 2019.08.21
  • Published : 2019.10.30

Abstract

Hybrid precast concrete panel is a wall element that is able to quickly construct the core wall structure for moderate-rise modular buildings. Hybrid precast concrete panel has unique characteristics which is a pair of C-shaped steel beams combined at the top and bottom of a concrete wall, In this study, an improved anchorage detail for vertical rebar is proposed to ensure the lateral force resistance performance of hybrid precast concrete panel emulating monolithic concrete wall. Also, the structural performance of horizontal connection is investigated experimentally with the bolt spacing parameter. And the behavior of hybrid precast concrete panel with the improved detail is compared with the monolithic concrete wall tested in a previous study. Finally, the required thickness of C-shaped steel beam to eliminate or minimize the deformation in horizontal connection is calculated by prying action equation.

Keywords

Acknowledgement

Supported by : 국토교통과학기술진흥원

References

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