首页> 外国专利> HIGH-RISE AND SEMI-HIGH-RISE BUILDING WITH EARTHQUAKE RESISTING WALLS FORMED ON OUTRIGGERED PARTS

HIGH-RISE AND SEMI-HIGH-RISE BUILDING WITH EARTHQUAKE RESISTING WALLS FORMED ON OUTRIGGERED PARTS

机译:高耸和半高耸的建筑物,带有抗震墙,形成于已弯折的零件上

摘要

PURPOSE:To contrive economical design by making outriggered parts share horizontal force, by a method wherein earthquake resisting walls are formed over planes of structure including girders at the end of slabs formed being supported by girders outriggered from a building. CONSTITUTION:At the outside of a plane of structure, consisting of outside column 2 and girders 6, of a building, outriggered, girders 3 are provided for the second story and upward. These outriggered girders are spanned with beams 31. Then, slabs 4 are formed by extensions of slabs 7 that are extended outwardly. Between the beams 31 at the outside edge of the slab 4 of each story, earthquake resisting walls 10 and earthquake resisting walls 20 including girders 3 are respectively provided. Shearing force to be borne by the earthquake resisting wall 10 and 20 installed at the outriggered parts works to reduce, by the same amount, shearing force to be applied to rigid frame parts of the building proper. Consequently, cross sections of column and girder members can be designed economically.
机译:目的:通过使支腿部分共享水平力来设计经济设计,其方法是在结构平面上形成抗震墙,该结构平面包括由建筑物支腿支撑的平板末端的主梁。组成:在结构平面的外部,该结构平面由外部立柱2和建筑物的大梁6组成,在第二层及更高楼层提供了悬臂梁3。这些悬伸的大梁用梁31跨度。然后​​,通过向外延伸的平板7的延伸形成平板4。在每个楼层的平板4的外边缘处的梁31之间,分别设有抗震壁10和包括梁3的抗震壁20。安装在悬臂梁部分上的抗震墙10和20承受的剪切力的作用是将施加在建筑物主体刚性框架上的剪切力减小相同的量。因此,可以经济地设计柱梁构件的横截面。

著录项

  • 公开/公告号JPH01275865A

    专利类型

  • 公开/公告日1989-11-06

    原文格式PDF

  • 申请/专利权人 SHIMIZU CORP;

    申请/专利号JP19880101739

  • 发明设计人 ISODA KAZUHIKO;

    申请日1988-04-25

  • 分类号E04B1/20;E04B1/34;E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-22 06:44:34

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