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開洞組合墻出平面偏心受壓性能試驗(yàn)研究
余文柏1,高新杰1,2,駱萬康1
摘 要
(1 重慶大學(xué)土木工程學(xué)院,重慶 400045;2 北京洛斯達(dá)電力工程有限公司,北京 100120)
[摘要]通過對(duì)4片有上部結(jié)構(gòu)的帶構(gòu)造柱開洞組合墻在上部豎向荷載和樓蓋梁端集中荷載下出平面偏心受壓性能試驗(yàn),了解了開洞對(duì)柱、圈梁與砌體墻共同工作性能的影響,揭示了開洞對(duì)截面應(yīng)力沿墻體水平和豎向的傳遞與分布規(guī)律以及對(duì)裂縫出現(xiàn)與發(fā)展、構(gòu)件變形與破壞機(jī)理的影響,找出了組合墻出平面偏心受壓性能的影響因素與規(guī)律。為補(bǔ)充和完善現(xiàn)行砌體結(jié)構(gòu)規(guī)范以及組合墻出平面偏心受壓的基本理論與計(jì)算方法提供了試驗(yàn)依據(jù)。
[關(guān)鍵詞]構(gòu)造柱;組合墻;開洞;上部結(jié)構(gòu);荷載;出平面;偏心受壓
Research on behaviors of composite masonry walls with holes under eccentric compression
Yu Wenbai1, Gao Xinjie1,2, Luo Wankang1
(1 College of Civil Engineering, Chongqing University, Chongqing 400045, China;
2 Beijing North-star Power Engineering Company Limited, Beijing 100120, China)
Abstract:Based on the tests of 4 pieces of composite masonry walls with holes which were subjected to vertical load and concentrated loading out-of-plane of the upper floor beam, the influences of holes on the coordination of columns, ring beams and masonry walls under upper floors and concentrated loading out-of-plane were discussed. The transfer and distribution of section stresses in the horizontal and vertical direction of the walls affected by holes, emergence and development of cracks, deformation and failure mechanism of members were revealed. The reasons and rules influencing the behaviors of the composite masonry walls were discovered, which will provide experimental basis for the basic theory and calculation methods of composite masonry walls under out-of-plane and eccentrical compression, in order to fill the blank of current code of masonry structures in those aspects.
Keywords:structural column; composit masonry walls; hole; upper structure; loads; out-of-plane; eccentric compression
作者簡介:余文柏,碩士研究生,Email:weboo2083@126.com。
參考文獻(xiàn)
[1]GB50003—2001砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范[S]. 北京:中國建筑工業(yè)出版社,2002.
[2]ISO9652-1.Code of practice for design of reinforced masonry[S].2000.
[3]HAMOUSH SAMEER, MCGINLEY MARK, MLAKAR PAUL, et al. Out-of-plane behavior of surface-reinforced masonry walls[J].Construction and Building Materials,2002,16(6):341-351.
[4]駱萬康, 謝建奎,朱宇峰,等. 集中荷載下組合墻出平面偏心受壓性能的試驗(yàn)研究[C]∥2005年全國砌體結(jié)構(gòu)基本理論與工程應(yīng)用學(xué)術(shù)會(huì)議論文集,2005.
[5]魏曉慧.上層結(jié)構(gòu)與荷載對(duì)組合墻出平面偏心受壓性能的影響研究[D]. 重慶:重慶大學(xué),2008.
[6]董心德. 關(guān)于構(gòu)造柱間距對(duì)組合墻出平面偏心受壓性能影響的試驗(yàn)研究[D]. 重慶:重慶大學(xué),2009.

[7]高新杰. 上層結(jié)構(gòu)與荷載對(duì)開洞組合磚墻出平面偏心受壓性能的影響研究[D]. 重慶:重慶大學(xué),2009.

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