摘要
多层砖房当层数在七至八层、砖和砂浆的标号在常用的范围内,底层采用24砖墙时,其强度往往不够而要增加墙厚,如能将砖房的钢筋砼圈梁与构造柱的承载能力利用起来,则有可能不必增加砖墙的厚度,本文在试验的基础上园满地解决了这一问题。图5,表3,参2。
Usually a multi-storey brick building's strength is not adequate, if the bulding has seven or eight storeys and uses the ordinary grade of brick and mortar and when the substructure is the adoption of 24 (240mm thick) brick wall, the thick of the wall need be increased. If the bearing power of reinforced-concrete ring beams and construction columns in brick building can be utilized it is possible that the thick of the brick wall needn't bc increased. The thesis completely resolved this problem based on experiments. 5figs., 3tabs., 2refs.
出处
《湘潭矿业学院学报》
1993年第3期62-68,共7页
Journal of Xiangtan Mining Institute
关键词
圈梁
承载力
构造柱
钢筋混凝土
masonry structure
construction column
ring beam
bearing power
experimental study
