首页> 外国专利> STUD-ANCHOR CONNECTION METHOD FOR SEISMIC RESISTANT WITH PRECAST WALL PANELS IN AN OLD REINFORCED CONCRETE BEAM COLUMN BUILDING

STUD-ANCHOR CONNECTION METHOD FOR SEISMIC RESISTANT WITH PRECAST WALL PANELS IN AN OLD REINFORCED CONCRETE BEAM COLUMN BUILDING

机译:旧钢筋混凝土梁柱建筑物抗震与预墙面板的钉-锚连接方法

摘要

The present invention relates to a joint part of a precast concrete reinforcement (PC member) bonded to a building structure, including: a rectangular box type member which comprises a number of through-holes on a plane bonded to the building structure and is empty with a side opened; and a number of studs protruding from the PC member. The box type member is bonded to the building structure by fastening a nut to an anchor bolt inserted into the building structure by penetrating the through-hole comprised on one plane of the box type member. The stud integrates the building structure and the PC member by pouring a supplement material in a space between the PC member and the building structure where a number of anchor rebars protruding from the building structure and the stud are located to protrude. Thus, a stud-anchor connection method of the present invention can increase shear force, and can cope with the size of the joint part due to construction error flexibly.
机译:本发明涉及一种结合到建筑结构上的预制混凝土增强件(PC构件)的结合部分,包括:矩形盒形构件,其在结合到该建筑结构的平面上包括多个通孔,并且是空的。一侧打开;从PC部件突出的螺柱。通过将螺母紧固到插入到建筑结构中的通孔上的锚定螺栓中,将箱形部件粘结到建筑结构,该锚定螺栓穿过在箱形部件的一个平面上包括的通孔。通过将补充材料倒入PC构件和建筑结构之间的空间中,该立柱将建筑结构和PC构件集成在一起,从建筑结构和立柱突出的多个锚固钢筋位于其中。因此,本发明的双头螺栓-锚固连接方法可以增加剪切力,并且可以灵活地应对由于构造误差引起的接头部分的尺寸。

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