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An Experimental Study on Precast Concrete Beam-Column Connection with Headed Anchor for Small Buildings

소형 건축물을 위한 기계식 정착장치를 이용한 PC 보-기둥 접합부의 실험적 연구

  • Lee, Sang-Sup (Korea Institute of Civil Engineering and Building Technology)
  • Received : 2022.04.18
  • Accepted : 2022.06.13
  • Published : 2022.06.30

Abstract

This study aims to develop the precast concrete (PC) beam-to-column joint in a 3-story building where A-type PC column is used. A-type PC column was developed to replace a pre-engineered building system suitable for warehouses and factories. To create a spacious interior, a 3-story PC structure with a central span of approximately 10m was analyzed; the beam members and the column members were designed based on design codes. Then, two types of PC beam-column joints with mechanical anchors, often called headed bars, were developed. These joints could be constructed easily and rapidly using mechanical anchors; connecting plates made of SM45C and high strength bolts for splicing longitudinal rebars were placed inside the U-shell beam. Although the proposed PC beam-column joints exhibited a similar strength to the monolithic joint, it also showed the failure mode of weak column-strong beam, a common structural behavior in small buildings. Particularly, the PC joint using high tension bolts were determined for special moment frames according to ACI 374.1-05.

Keywords

Acknowledgement

이 연구는 2021년도 한국건설기술연구원(KICT) 및 국토교통과학기술진흥원(KAIA)의 연구비 지원에 의한 결과의 일부임. 과제번호 [KICT] 20210145-006, [KAIA] 21RERP-B082884-8

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