- 摘 要
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夏敬謙 丁世文 （國家地震局工程力學(xué)研究所 哈爾濱 150080）崔際楓 王昱 （石家莊市建筑設(shè)計院）
[提要] 通過十七片配筋墻體的偽靜力試驗，研究了配筋多孔磚、構(gòu)造柱配筋墻及冷軋帶肋鋼筋墻片的破壞特征、抗震承載力和變形能力。試驗結(jié)果表明，配筋多孔磚墻與配筋普通磚墻具有相近的抗震性能，水平筋采用搭接接頭時不能發(fā)揮鋼筋的抗剪作用以及端部錨固鋼筋具有提高承載力和約束砌體作用等。
[關(guān)鍵詞] 水平配筋墻 抗震性能 多孔磚 配筋砌體Based on pseudo-static test of seventeen reinforced masonry walls, the failure characteristics, the aseismic bearing capacity and deformation capacity of reinforced porous brick wall, reinforced masonry wall with constructional column and with cold rolling reinforcement as rib are discussed.The test results show that the reinforced porous brick wall similar to normal reinforced brick wall on aseismic design, shear resistance of the bar cannot be used very much when using lap joint in horizontal bar, anchor bar can improve bearing capacity and restrict masonry.
Keywords: horizontal reinforcement wall; seismic behavior; test; porous brick wall
