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SEISMIC REINFORCEMENT METHOD FOR EXISTING REINFORCED CONCRETE MOMENT FRAME BUILDINGS USING SECTIONAL ENLARGEMENT

机译:基于截面放大的既有钢筋混凝土框架结构的抗震加固方法

摘要

The present invention relates to a seismic reinforcement method for existing reinforced concrete moment frame buildings to improve the strength, the stiffness, and the seismic performance of an existing reinforced concrete moment frame building by integrating a steel concrete composite reinforcing member with the structural member of the existing reinforced concrete moment frame building such as a school building having a long longitudinal side. According to an embodiment of the present invention, the seismic reinforcement method for existing reinforced concrete moment frame buildings comprises a step of chipping the exposure of reinforcing target column and beam (a); a step of installing a connector on the exposure of the column except for the joint (b); a step of installing an anchor bolt on the exposure of the beam and on the joint between the column and the beam at regular intervals (c); a step of attaching an H-beam to the exposure of the joint between the column and the beam and attaching a vibration damper to both ends of the H-beam on the exposure of the beam and to the H-beam on the outer side of the vibration damper in order (d); a step of pouring concrete to a filler placing space (e); a step of joining a first permanent form to the connector to cover the column and the beam except for the joint (f); a step of joining a second permanent form having the same cross-section as the first permanent form to the connector to cover the exposure of the joint between the column of the beam (g); and a step of placing a filler in the filler placing space between the first and second permanent forms (h).;COPYRIGHT KIPO 2014
机译:本发明涉及一种用于现有钢筋混凝土弯矩框架建筑物的地震加固方法,其通过将钢混凝土复合加强构件与钢筋混凝土复合加强构件的结构构件集成来提高现有钢筋混凝土弯矩框架建筑物的强度,刚度和抗震性能。现有的钢筋混凝土弯矩框架建筑物,例如纵向较长的教学楼。根据本发明的一个实施例,用于现有钢筋混凝土弯矩框架建筑物的抗震加固方法包括以下步骤:将加固目标柱和梁(a)的暴露切碎。除接头(b)外,在柱子的裸露处安装连接器的步骤;在梁的暴露处以及在立柱与梁之间的连接处以固定间隔安装地脚螺栓的步骤(c);将H型钢安装到柱子与梁之间的接点处,并在梁的裸线处将减振器安装在H型梁的两端以及外侧的H型梁上(d)中的减振器;将混凝土倒入填料放置空间的步骤(e);步骤:将第一永久模板连接到连接器以覆盖柱子和梁,而不包括接头(f);将具有与第一永久形状相同的横截面的第二永久形状连接到连接器以覆盖梁(g)的柱之间的接合处的暴露的步骤; ;以及在第一和第二永久形式之间的填充物放置空间中放置填充物的步骤(h)。; COPYRIGHT KIPO 2014

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