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REINFORCEMENT STRUCTURE FOR EXISTENT CONSTRUCTION
PROBLEM TO BE SOLVED: To improve earthquake-proof effects by efficiently transferring horizontal earthquake power from a beam in an axial direction of a pole.SOLUTION: A pole part frame body 7 covering a pole 1 and an intersection part frame body 8 covering an intersection part of the pole 1 and a beam 2 are laminated. The intersection part frame body 8 consists of a pole facing part 8a, a beam facing part 8b and a haunch part 8c. The pole facing part 8a covers portions of the intersection part and the pole 1 continued downwards from the intersection part. The beam facing part 8b covers the beam 2 in the intersection part. The haunch part 8c is continued to the beam facing part 8b while being tilted from a bottom face of the beam facing part 8b with a fixed gradient.SELECTED DRAWING: Figure 1
【課題】 この発明の目的は、梁からの水平方向の地震力を柱の軸方向へ効率よく伝達させることによって、耐震効果を向上させることである。【解決手段】 柱1を覆う柱部用枠体7と、柱1と梁2との交差部を覆う交差部用枠体8とが積層されている。この交差部用枠体8は、柱対向部8a、梁対向部8b及びハンチ部8cからなり、上記柱対向部8aが上記交差部及びこの交差部から下方に連続する柱1の部分を覆い、上記梁対向部8bは交差部の上記梁2を覆い、上記ハンチ部8cは、上記梁対向部8bの下面から一定の勾配をもって傾斜しながら上記柱対向部8cに連続される。【選択図】 図1
REINFORCEMENT STRUCTURE FOR EXISTENT CONSTRUCTION
PROBLEM TO BE SOLVED: To improve earthquake-proof effects by efficiently transferring horizontal earthquake power from a beam in an axial direction of a pole.SOLUTION: A pole part frame body 7 covering a pole 1 and an intersection part frame body 8 covering an intersection part of the pole 1 and a beam 2 are laminated. The intersection part frame body 8 consists of a pole facing part 8a, a beam facing part 8b and a haunch part 8c. The pole facing part 8a covers portions of the intersection part and the pole 1 continued downwards from the intersection part. The beam facing part 8b covers the beam 2 in the intersection part. The haunch part 8c is continued to the beam facing part 8b while being tilted from a bottom face of the beam facing part 8b with a fixed gradient.SELECTED DRAWING: Figure 1
【課題】 この発明の目的は、梁からの水平方向の地震力を柱の軸方向へ効率よく伝達させることによって、耐震効果を向上させることである。【解決手段】 柱1を覆う柱部用枠体7と、柱1と梁2との交差部を覆う交差部用枠体8とが積層されている。この交差部用枠体8は、柱対向部8a、梁対向部8b及びハンチ部8cからなり、上記柱対向部8aが上記交差部及びこの交差部から下方に連続する柱1の部分を覆い、上記梁対向部8bは交差部の上記梁2を覆い、上記ハンチ部8cは、上記梁対向部8bの下面から一定の勾配をもって傾斜しながら上記柱対向部8cに連続される。【選択図】 図1
REINFORCEMENT STRUCTURE FOR EXISTENT CONSTRUCTION
既存建造物の補強構造
ABE HIDEYUKI (author) / YAMAGUCHI KEIZABURO (author)
2018-02-08
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
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