본 연구는 보강 조적벽체의 지진거동에 대한 실험적 연구로써, 기둥의 보강, 조적벽체의 보강, 횡하중 높이에 대한 역학적 특성을 분석하였다. 시험체는 구멍이 있는 콘크리트 블록으로 만들었고, 전단 스팬비, 횡하중 높이의 영향, 보강기둥 및 벽체 철근 보강비에 대한 구조적 특성을 파악할 수 있도록 하였다. 벽체의 횡력에 대한 하중점의 벽체 높이의 0.67, 1.08 및 1.1배로 하였다. 수평방향의 철근비는 0, 0.08, 0.18, 수직 방향의 철근비는 0.18, 0.36, 0.64로 하였다.

In this study, compressive capacity of Form-Block-Wall (FBW) was studied through prism test. Main variables are the difference in strength of grout concrete and steel fiber-reinforced block. The result showed that the strength of FBW increased corresponding to the increase of the strength of grout concrete and mortar. Also, it showed that steel fiber-reinforced FBW had a positive effect on prism strength and deformation capacity.

In this study, compressive behavior of form-block-wall was studied through prism test. In the experiment, main variables are the difference in mix design of block and strength of grout concrete. Experiment result showed that the prism strength of form-block-wall increased in proportion to the strength of grout and block. The initial stiffness in load-displacement curve varied corresponding to the difference of block strength in low strength of grout concrete while there was not a difference of it in the case of high strength of grout concrete.