To provide an earthquake-resisting wall integrally joining a corrugated steel plate manufactured by ultra-high strength steel to upper and lower beams or slabs or right and left columns of a building.
Shape steel flange parts 4 and 4 are formed by joining shape steels 3 and 3 sandwiching the corrugated steel plate 20 from both inside and outside surfaces by bolts, to both right and left end parts of the corrugated steel plate 20 manufactured by the ultra-high strength steel, and upper and lower end parts of the shape steel flange parts 4 are joined to the upper and lower beams or the slabs 5 and 5. Upper and lower end parts of the corrugated steel plate 20 manufactured by the ultra-high strength steel, are joined to the upper and lower beams or the slabs 5 and 5 by the bolts.
KANEKO HIROFUMI
KIMURA HIDEKI
IKEDA TAKASHI
| JPH09228520A | 1997-09-02 |
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