JP5770923B1 - Cushioning seismic structure of building - Google Patents
Cushioning seismic structure of building Download PDFInfo
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- JP5770923B1 JP5770923B1 JP2014267203A JP2014267203A JP5770923B1 JP 5770923 B1 JP5770923 B1 JP 5770923B1 JP 2014267203 A JP2014267203 A JP 2014267203A JP 2014267203 A JP2014267203 A JP 2014267203A JP 5770923 B1 JP5770923 B1 JP 5770923B1
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Abstract
【課題】 従来、建物の耐震構造は、間口にブレスを筋交い状に取り付けているため、却って建物は硬直化し、その反動で室内の散乱や破損等の被害は増大する。【解決手段】 本発明は、間口に楕円形や円形の弾性体を取り付けて構成した。これにより、地震時に、その揺れをゆるやかに吸收し、建物の被害を最小限にすることができる。したがって、室内もゆるやかな揺れで收まるので室内の散乱や破損等の被害も少くすることができる。【選択図】図1PROBLEM TO BE SOLVED: Conventionally, an earthquake-resistant structure of a building has braces attached to the frontage in a brace shape, and the building becomes rigid on the contrary, and the reaction such as indoor scattering and damage increases. According to the present invention, an elliptical or circular elastic body is attached to the frontage. As a result, in the event of an earthquake, the shaking can be absorbed gently, and damage to the building can be minimized. Accordingly, since the room can be accommodated by gentle shaking, damage such as scattering and breakage in the room can be reduced. [Selection] Figure 1
Description
地震時、建物と室内の被害を少くした建物のクッション性耐震構造に関する。 It relates to a cushioning earthquake-resistant structure of a building that reduces damage to the building and the room during an earthquake.
従来、建物の耐震構造は、間口にブレスを筋交い状に取り付けているため、却って建物は硬直化し、その反動で、室内の散乱や破損等の被害は増大する。 Conventionally, since the seismic structure of a building has braces attached to the frontage in a brace shape, the building becomes rigid on the contrary, and the reaction such as indoor scattering and breakage increases.
本発明は、弾性体で建物を守り、被害を最小限にすると共に室内の被害も最小限に留めるようにしたものである。 The present invention protects a building with an elastic body so that damage is minimized and indoor damage is also minimized.
そして、本発明の課題解決手段の図1は、建物の開口周りに枠を取り付け、また、該枠より僅か小径の楕円形の弾性体を平鋼バネ等で形成し、該円周4ヶ所にボルト通し孔を開け、また、コ状の取り付け器を形成し、該底の中心から下方に下部を開口した長孔を開けると共に、該取り付け器の底に重ねるテーパライナーを形成し、該テーパライナーには、取り付け器と同じ長孔を開け、而して、弾性体を枠にボルトナットで仮締めし、枠と弾性体間の隙間から見えるボルトに、取り付け器を嵌入し、次いで、テーパライナーを打ち込んで密着し、然る後、ボルトナットを締め付け、枠と弾性体を一体にするようにしたものである。
図2は、円形の弾性体に、楕円形の弾性体と、ブレスを併用したものである。図3は、住宅に実施したもので、円形の代りに楕円形の弾性体を取り付けてよい。図9は、工場、スーパ等の大型建物に実施した場合で、円形の弾性体にブレスを併用してい。And FIG. 1 of the problem-solving means of the present invention is that a frame is attached around the opening of a building, and an elliptical elastic body having a slightly smaller diameter than the frame is formed by a flat steel spring or the like, and is provided at four places on the circumference. A bolt-through hole is formed, a U-shaped fixture is formed, a long hole having a lower portion opened downward from the center of the bottom is formed, and a taper liner that overlaps the bottom of the fixture is formed. Open the same long hole as the fixture, then temporarily tighten the elastic body to the frame with bolts and nuts, insert the fixture into the bolt visible from the gap between the frame and the elastic body, then taper liner After that, the bolts and nuts are tightened to integrate the frame and the elastic body.
FIG. 2 shows a circular elastic body combined with an elliptical elastic body and a brace. FIG. 3 is implemented in a house, and an elliptical elastic body may be attached instead of a circular shape. FIG. 9 shows a case where it is applied to a large building such as a factory or a supermarket, and a brace is used in combination with a circular elastic body.
課題解決手段の図1は、建物に楕円形の弾性体を取り付けたので、地震時に、その揺れをゆるやかに吸收し、被害を最小限にすることができる。
したがって、室内もゆるやかに揺れて收まるので、室内の散乱や破損等の被害も少くすることができる。なお、本構造は外観上優美である。
図2は、円形の弾性体に楕円形の弾性体とブレスを併用したので、各の特性が合体して有効に作用し、地震の被害を最小限にすることができる。
図3は、住宅に取り付けたので、被害を最小限にすることができると共に、強風による微妙な揺れに対しても強くなるので、住宅の寿命を延ばすことができる。
図9は、工場やスーパ等の大型建物に円形の弾性体とブレスを併用したので各々の特性を生かして、地震の被害を最小限にすることができる。In FIG. 1 of the problem solving means, since the elliptical elastic body is attached to the building, the vibration can be absorbed gently and the damage can be minimized during an earthquake.
Therefore, since the room is gently shaken and stored, damage such as scattering and breakage in the room can be reduced. This structure is graceful in appearance.
In FIG. 2, since the elliptical elastic body and the brace are used in combination with the circular elastic body, the respective characteristics are combined and effectively act, and the damage of the earthquake can be minimized.
Since FIG. 3 is attached to a house, the damage can be minimized, and it is also resistant to subtle shaking caused by strong winds, so that the life of the house can be extended.
In FIG. 9, since a circular elastic body and a brace are used in combination in a large building such as a factory or a supermarket, the damage of the earthquake can be minimized by taking advantage of each characteristic.
本発明の1は建物の間口に取り付けた枠で清型鋼、I型鋼等の鋼材で形成している。2は枠より僅か小径の楕円形の弾性体で、平鋼バネ等で形成し、該円周4ケ所にボルト通し孔を開けている。なお、建物が大きい時や地震多発地帯では、平鋼バネ等を複数枚重ねて形成する。
また、5は、コ状の取り付け器で、該底の中心から下方に下部を開けた長孔6を開けている。7はテーパライナーで、該テーパライナー7に取り付け器5と同じ長孔6を開けている。
而して、該弾性体2を枠1にボルトナット8で仮締めし、該枠1と弾性体2間の隙間から見えるボルトに取り付け器5を嵌入し、次いで、テーパライナー7を打ち込んで密着し、然る後、ボルトナット8を締め付け、枠1と弾性体2を一体にする。
なお、テーパライナー7だけでは隙間が埋まらない時に備えて、テーパ無しの平ライナーを用意し、先ず、このライナーを打ち込み、次いで、テーパライナー7を打ち込むようにしたがよい。
また、ボルトナット8には、せん断、引張り等の重荷重がかかるので、ハイテーションボルトナットを使用する。また、ナットは優美さを考えて袋ナットを使用した方がよい。1 of this invention is the frame attached to the frontage of a building, and is formed with steel materials, such as clean steel and I type steel.
Reference numeral 5 denotes a U-shaped attachment, which has a long hole 6 with a lower portion opened downward from the center of the bottom. 7 is a taper liner, and the
Thus, the
In addition, in preparation for the case where the gap is not filled with the
Further, since a heavy load such as shearing or tension is applied to the
図2は、円形の弾性体3に楕円形の弾性体2とブレス4を併用している。 In FIG. 2, an elliptical
図3は、住宅に円形の弾性体3を取り付けている。 In FIG. 3, a circular
図9は、工場、スーパ等の大型建物に実施した場合で、円形の弾性体3にブレス4を併用している。 FIG. 9 shows a case where the present invention is applied to a large building such as a factory or a supermarket, and the brace 4 is used in combination with the circular
以上の弾性体2、3は間口に取り付けたが、建屋内の適宜な箇所に取り付けてもよい。また、場合により、取り付け器5を使用せず、テーパライナー7を介して取り付けてよく、枠1を設けずに建物の柱、梁等に直接取り付けてもよい。 Although the above
1 枠
2 楕円形の弾性体
3 円形の弾性体
4 ブレス
5 取り付け器
6 長孔
7 テーパライナー
8 ボルトナット1
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JP2014267203A JP5770923B1 (en) | 2014-11-26 | 2014-11-26 | Cushioning seismic structure of building |
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JP2014267203A JP5770923B1 (en) | 2014-11-26 | 2014-11-26 | Cushioning seismic structure of building |
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JP2016098642A JP2016098642A (en) | 2016-05-30 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105804469A (en) * | 2016-05-17 | 2016-07-27 | 赵永来 | Disaster-preventing danger-avoiding safety house |
JP2017203363A (en) * | 2016-05-12 | 2017-11-16 | 一夫 有▲吉▼ | Cushioning-type aseismatic structure for house |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020056279A (en) * | 2018-09-28 | 2020-04-09 | 扶桑機工株式会社 | Earthquake-resisting wall |
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2014
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017203363A (en) * | 2016-05-12 | 2017-11-16 | 一夫 有▲吉▼ | Cushioning-type aseismatic structure for house |
CN105804469A (en) * | 2016-05-17 | 2016-07-27 | 赵永来 | Disaster-preventing danger-avoiding safety house |
CN105804469B (en) * | 2016-05-17 | 2018-05-22 | 兴隆县永来九龙山旅游开发有限公司 | The safe house of disaster prevention and danger avoidance |
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