| 摘要 |
<p>PROBLEM TO BE SOLVED: To solve the problems in which conventional temporary receiving methods for vertical load of aseismic base isolation retrofitting construction require a curing period for concrete and become longer in construction period, and are large in cost for removal thereof.SOLUTION: In a temporary receiving method for vertical load of aseismic base isolation retrofitting construction that crimps a temporary receiving member which temporarily receives axial force of a building by a crimping member penetrating an existing column of the building so as to temporarily receive the axial force applied to the existing column by the temporary receiving member and a jack mounted on the temporary receiving member when an aseismic base isolation device is installed at a place where a part of the existing column is cut, the temporary receiving member is formed in advance at a factory in the form of precast concrete brackets 3a, 3b in a vertically or horizontally divided state to be installed on the column.</p> |
