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Temporary receiving structure of existing column axial force and seismic isolation construction method

机译:现有柱轴向力和地震隔离施工方法的临时接收结构

摘要

PROBLEM TO BE SOLVED: To provide a temporary support structure for an axial force of an existing column capable of reducing the size and weight compared with the case of making it with a section steel, and supporting a large axial force applied to the existing column at the time of base isolation work.SOLUTION: A temporary support structure of an axial force of an existing column 11 existing above the portion into which a base isolation device 20 of an existing building 10 is inserted, comprises a pair of coupling brackets 40 connected in a state in which a tensile force is applied by a PC steel rod 51 and the existing column 11 is sandwiched from both sides and the PC steel rod 51 passing through the outside in a direction orthogonal to the sandwiching direction of the existing column 11 is passed through a projecting portion 41d located on both outer portions in the direction orthogonal to the sandwiching direction. Each of the coupling brackets 40 comprises a plurality of concrete blocks 41 vertically coupled to each other, and each block 41 has a cutout portion 41b recessed toward the existing column 11 in the direction orthogonal to the sandwiching direction of the projecting portion 41d.SELECTED DRAWING: Figure 1
机译:要解决的问题:提供一种临时支撑结构,其具有能够减小尺寸和重量的现有柱的轴向力,与使其与段钢制成,并支撑施加到现有柱的大轴向力基本隔离工作的时间。展会:现有的现有柱11的轴向力的瞬时支撑结构,其在现有建筑物10的基部隔离装置20插入其中的部分,包括连接在其中的一对联接支架40通过PC钢杆51和现有柱11施加拉力的状态,并且通过与现有柱11的夹层方向正交的方向上穿过外侧的PC钢杆51夹在一起的状态通过位于与夹选方向正交的方向上的两个外部的突出部分41d。每个联接支架40包括彼此垂直耦合的多个混凝土块41,并且每个块41具有朝向现有柱11朝向突出部分41d的夹层方向垂直的方向朝向现有柱11凹陷的切口部分41b。选择的绘图: 图1

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