Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 1997.10a
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- Pages.597-602
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- 1997
Compressive Strength of Horizontal Joints Pocket in Precast Concrete Large Panel System
대형판 PC 구조 시스템의 수평접합부 충전부위 구조성능에 관한 실험연구
Abstract
The compressive strength of horizontal joints in precast concrete large panel structures depends on parameters such as grout and panel strength, detail of joint, joint moment, width of grout column etc. As the panels are only connected at the pocket, it results in the reduction of compressive strength area. The purposes of this study are to develop the suitable grout material the joint pocket and to enable us to evaluate structural capacity. The validity of the design formulas provides us more economic system in construction. Test results of 15 specimens show that the proper construction procedure and grouting material develop the sufficient compressive strength of the wall as monolithic system.