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配筋混凝土砌塊砌體框支剪力墻房屋模型研究
蔡 勇1 施楚賢2 余志武1
摘 要
(1 中南大學(xué)土木建筑學(xué)院  長沙  410075; 2 湖南大學(xué)土木工程學(xué)院  長沙  410082)
[提要]  針對配筋混凝土砌塊砌體框支剪力墻房屋子結(jié)構(gòu)擬動力抗震試驗(yàn),研究配筋混凝土砌塊砌體框支剪力墻1∶4比例模型房屋設(shè)計(jì)與制作。綜合考慮尺寸效應(yīng)、構(gòu)造措施、設(shè)備條件、經(jīng)費(fèi)可能等因素的影響,通過分析模型房屋所用材料的力學(xué)性能試驗(yàn)結(jié)果,以及與理論計(jì)算結(jié)果的比較,1∶4比例的模型房屋能夠反映原型房屋動力性能。將原型房屋的截面和配筋,根據(jù)動力相似性原理,轉(zhuǎn)換為1∶4比例模型房屋的截面和配筋,同時(shí)介紹了模型施工工藝以及所用材料。
[關(guān)鍵詞]  配筋混凝土砌塊砌體  框支剪力墻  1∶4比例模型房屋
Study on  Design and Construction of a 1∶4 Scale Frame Supported Reinforced Concrete Masonry Shear Walls Building/Cai Yong1, Shi Chuxian2, Yu Zhiwu1(1 School of Civil Engineering and Architecture, Central South University, Changsha  410075, China;2  College of Civil Engineering, Hunan University, Changsha  410082, China)
Abstract:
In order to adopt substructure pseudodynamic aseismic test method in frame supported reinforced concrete block masonry shear walls building, the design and construction of a 1∶4 scale frame supported reinforced concrete masonry shear walls building are investigated. The dimensions effect, details measure, installation term,and outlay condition are considered. The results of the material mechanics performance used by model building are analyzed and compared with the theoretical solutions. It is shown that the 1∶4 scale model building can respond the dynamic characteristic of the prototype building completely. Based on the dynamic similar principle, the member section and reinforcement of prototype building are converted into 1∶4 scale model building"s. Moreover, the materials and construction methods are introduced.
Keywords:reinforced concrete block masonry; framesupported shear wall; 1∶4 scale testing model building
*《砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范》管理組、長沙市墻改基金資助項(xiàng)目。
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