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机构地区:[1]扬州大学建筑科学与工程学院,江苏扬州225127 [2]江苏扬建集团有限公司,江苏扬州225002
出 处:《施工技术》2016年第S1期883-885,共3页Construction Technology
基 金:国家自然科学基金项目(51078323)
摘 要:提供了一种砖砌模壳抗震构造柱的建造方法,综合运用小尺寸砖和普通砖砌筑柱模壳,将现浇钢筋混凝土柱和砖砌墙体连接成整体结构,以有效地提高砌体房屋的抗震性能。该方法的主要施工工序包括:钢筋骨架绑扎,砖模壳和砖墙砌筑,构造柱混凝土浇筑养护。该方法以砖砌模壳代替常规的钢木模板,降低了立模成本和施工周期,提高了混凝土浇筑质量,便于在村镇多层砌体房屋中推广应用。This paper introduces a new construction method for seismic constructional column casting in brick formwork.The brick formwork is built by small size bricks in combination with ordinary bricks,which connected the seismic constructional column and brick wall into an integral structure to improve the seismic performance of masonry building. The main construction procedures of the method include colligation of steel skeleton,construction of brick formwork and brick wall,and the concrete pouring and curing of constructional column. This method takes the brick formwork to replace conventional steel-wood formwork,which reduces the cost and erecting period of the formwork,enhances the quality of concrete pouring,and it is easy to be applied in multistory masonry buildings in villages and towns.
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