나선형철물을 사용한 치장벽체 개구부 보강 효과에 관한 연구

A Study on Reinforcement Effect of Face Wall with Opening using Spiral Anchor

  • 정원철 (서울시립대학교 건축공학과) ;
  • 황완선 (서울시립대학교 건축공학과) ;
  • 권기혁 (서울시립대학교 건축공학과)
  • 발행 : 2007.02.22

초록

Although masonry buildings fell into disfavour in the 1990's because of factors such ac bricklayers' high labor costs, bad reputation of poorly constructed masonry, masonry face wall is still preferred in korea as well as in other countries for its decorative value. Recently may problems with masonry face wall with opening have been reported, including cracks, deflection, swelling and even wall collapse in old masonry buildings, that mainly induced from the corrosion of connecting materials. So, it is necessary to develop the effective and uncorrosion connector. Therefore, this study aims to investigate the structural performance of masonry face walls with opening constructed by new connectors, spiral stainless anchors and to provide basic data for the field application of this method. The specimen reinforced bed joint has maximum load and displacement any other specimens.

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