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本文提出了混凝土空心砌块建筑的构造柱－芯柱构造体系，并对该体系墙片的抗震性能与仅配芯柱的墙片进行对比试验研究，结果表明采用集中配筋的构造柱，并适当配置芯柱的混凝土砌块墙体，其抗震性能得到明显提高。
In this paper, the structural column-core column system of concrete hollow block building is proposed. The comparison of the seismic performance of the system with that of the core-only column shows that the column with concentrated reinforcement is The proper configuration of the concrete block wall of the core column, the seismic performance has been significantly improved.