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CUSHIONING BODY, BASE-ISOLATED BUILDING, AND BUILDING
To solve the problem that since a conventional shock absorbing member used for a base-isolated building has a steel plate embedded only in one side of a compressing direction and deformation constraint for suppressing deformation at compressive deformation time is not available on the other side in the compressing direction, it is difficult to enhance compressive rigidity on the other side of the shock absorbing member in the compressing direction.SOLUTION: There is provided a cushioning body 10 that comprises a cushioning body part 11, and that further comprises a pair of rigid plates 12, 12 united with both end faces of the cushioning body part 11 to hold the cushioning body part 11 from both sides, a hole part 13 being provided which extends from a surface of at least one rigid plates 12 between the pair of rigid plates 12, 12 into the cushioning body part 11.SELECTED DRAWING: Figure 2
【課題】従来の、免震建物に用いられている衝撃吸収部材は、圧縮方向の一方側にのみ鋼板が埋め込まれていて、圧縮方向の他方側には圧縮変形時の変形を抑制する変形拘束がなかった。このため、衝撃吸収部材の圧縮方向の他方側の圧縮剛性を高めることが、でき難かった。【解決手段】緩衝本体部11を備えた緩衝体10であって、緩衝本体部11の両端面のそれぞれに一体化されて、緩衝本体部11を挟持する一対の剛性板12,12を備え、一対の剛性板12,12の少なくとも一方の剛性板12の表面から緩衝本体部11の内部に及ぶ、穴部13が設けられている。【選択図】図2
CUSHIONING BODY, BASE-ISOLATED BUILDING, AND BUILDING
To solve the problem that since a conventional shock absorbing member used for a base-isolated building has a steel plate embedded only in one side of a compressing direction and deformation constraint for suppressing deformation at compressive deformation time is not available on the other side in the compressing direction, it is difficult to enhance compressive rigidity on the other side of the shock absorbing member in the compressing direction.SOLUTION: There is provided a cushioning body 10 that comprises a cushioning body part 11, and that further comprises a pair of rigid plates 12, 12 united with both end faces of the cushioning body part 11 to hold the cushioning body part 11 from both sides, a hole part 13 being provided which extends from a surface of at least one rigid plates 12 between the pair of rigid plates 12, 12 into the cushioning body part 11.SELECTED DRAWING: Figure 2
【課題】従来の、免震建物に用いられている衝撃吸収部材は、圧縮方向の一方側にのみ鋼板が埋め込まれていて、圧縮方向の他方側には圧縮変形時の変形を抑制する変形拘束がなかった。このため、衝撃吸収部材の圧縮方向の他方側の圧縮剛性を高めることが、でき難かった。【解決手段】緩衝本体部11を備えた緩衝体10であって、緩衝本体部11の両端面のそれぞれに一体化されて、緩衝本体部11を挟持する一対の剛性板12,12を備え、一対の剛性板12,12の少なくとも一方の剛性板12の表面から緩衝本体部11の内部に及ぶ、穴部13が設けられている。【選択図】図2
CUSHIONING BODY, BASE-ISOLATED BUILDING, AND BUILDING
緩衝体、免震建物及び建物
KATO KYOJI (author) / SUZUKI SHIGENOBU (author) / TAKEUCHI SADAMITSU (author) / ARAI AKIYUKI (author) / NISHIMURA AKIRA (author) / YAMAMOTO MASAFUMI (author) / MINEWAKI SHIGEO (author) / HAMAGUCHI HIROKI (author)
2020-06-11
Patent
Electronic Resource
Japanese
European Patent Office | 2023
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