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EARTHQUAKE RESISTING REINFORCEMENT METHOD FOR STRENGTHENING SEISMIC DESIGN BASED ON BUILDING FOUNDATION

机译:基于建筑物基础的地震抗震加固方法

摘要

The present invention relates to a building seismic reinforcement method to reinforce a seismic design based on a building foundation. According to the present invention, the method comprises: a first step of constructing a foundation pile (10) for a seismic design of a building at equal or different intervals according to a structure of the building by being closely adhered to a bottom part of an outer wall of the building, so as to complete construction of the foundation pile (10) to install a reinforcement frame; a second step of inserting a pair of anchor bolts (1) into an anchor bolt hole (14) penetrating into fixation protrusions (12), respectively, which are formed as a pair in a lower part of a pile body (13), from an upper part of the pile body (13) of the foundation pile (10); a third step of constructing each foundation pier (20) inside a foundation pier insertion end (11) in the foundation pile (10) and constructing a foundation beam member (30) between two foundation piers (20) in order to form a foundation reinforcement frame structure for other neighboring foundation piers (20) after construction of one foundation pier (20); and a fourth step of connecting between the outer wall of the building and a foundation reinforcement frame formed of the foundation pier (20) and the foundation beam member (30) with a connection member. As such, the present invention provides an effect of linking with a foundation of a building to reinforce a seismic function with respect to an existing building.
机译:建筑抗震方法技术领域本发明涉及一种基于建筑基础来增强抗震设计的建筑抗震方法。根据本发明,该方法包括:第一步,通过紧密粘附到建筑物的底部,根据建筑物的结构以相等或不同的间隔构造用于建筑物的抗震设计的基础桩(10)。建筑物的外墙,以完成基础桩(10)的安装并安装加固框架。第二步是将一对地脚螺栓(1)分别插入到分别在桩体(13)下部成对形成的一对固定突起(12)的地脚螺栓孔(14)中。基础桩(10)的桩体(13)的上部;第三步骤,在基础桩(10)的基础桩插入端(11)内构造每个基础桩(20),并在两个基础桩(20)之间构建基础梁构件(30),以形成基础加强件。在建造一个基础墩(20)之后,用于其他相邻基础墩(20)的框架结构;第四步骤,在建筑物的外壁与由基础墩台(20)和基础梁构件(30)形成的基础加强框架之间通过连接构件进行连接。这样,本发明提供了与建筑物的基础链接以增强相对于现有建筑物的地震功能的效果。

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