JPH09268801A - Building for earthquake resistant foundation making use of gear - Google Patents
Building for earthquake resistant foundation making use of gearInfo
- Publication number
- JPH09268801A JPH09268801A JP14475096A JP14475096A JPH09268801A JP H09268801 A JPH09268801 A JP H09268801A JP 14475096 A JP14475096 A JP 14475096A JP 14475096 A JP14475096 A JP 14475096A JP H09268801 A JPH09268801 A JP H09268801A
- Authority
- JP
- Japan
- Prior art keywords
- gear
- shaft
- making use
- tooth profile
- building
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、摺鉢上向皿（１）に
摺りこ木基礎軸（２）の摺り合わせ、及び、歯数の違う
歯車（４）（５）（６）の回転を利用した耐震構造物で
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to sliding of a sliding wood foundation shaft (2) onto a sliding bowl upward tray (1) and rotation of gears (4), (5) and (6) having different numbers of teeth. It is a seismic resistant structure using.
【０００２】[0002]
【従来の技術】従来、地震発生により、基礎と上部構造
物が分離倒壊し、大災害の被害となった。2. Description of the Related Art Conventionally, the foundation and the upper structure were separated and collapsed due to the occurrence of an earthquake, resulting in a great disaster.
【０００３】[0003]
【発明が解決しようとする課題】これは、次の様な欠点
があった。 （イ）地震の左右動に対する対策がなかった。 （ロ）同じく極端なる上下動に対する対応がなかった。 本発明は、これらの欠点を解決する為に、考えられた。This has the following disadvantages. (A) There was no countermeasure against the lateral movement of the earthquake. (B) Similarly, there was no response to extreme vertical movement. The present invention was devised to overcome these drawbacks.
【０００４】[0004]
【１】上向皿（１）と、この上向皿（１）に接触する下
向基礎軸（２）の先端は滑り易く製作する。[1] The tip of the upward tray (1) and the downward base shaft (2) contacting the upward tray (1) are made slippery.
【２】（イ）基礎軸（２）に基礎軸歯形（３）を取付け
る。台付軸（８）には台付軸歯形（７）に設置する。 （ロ）更に、基礎軸歯形（３）には第１歯車（４）が噛
み合い、この第１歯車（４）の回転軸と同じ軸に、第２
歯車（５）が固定されている。 （ハ）次に、第２歯車（５）に第３歯車（６）が噛み合
い、第３歯車（６）は、台付軸歯形（７）と噛み合う形
に製作する。 （ニ）歯車固定枠（９）は、各歯車（４）（５）（６）
の回転を支えており、尚、歯車固定枠（９）は、基礎軸
（２）及び台付軸（８）の上下動と共に、その軸を摺動
する様に設置してある。 本発明は以上の様な構成により、上下左右の震動に対処
できる基礎構造物です。[2] (a) Attach the basic shaft tooth profile (3) to the basic shaft (2). The shaft (8) with a base is installed on the shaft tooth profile (7) with a base. (B) Further, the first gear (4) meshes with the basic shaft tooth profile (3), and the second gear is formed on the same shaft as the rotation shaft of the first gear (4).
The gear (5) is fixed. (C) Next, the third gear (6) meshes with the second gear (5), and the third gear (6) is manufactured so as to mesh with the shaft tooth profile (7) with a base. (D) The gear fixing frame (9) includes the gears (4), (5) and (6).
The gear fixing frame (9) is installed so as to slide along with the vertical movement of the basic shaft (2) and the shaft with base (8). The present invention is a foundation structure that can cope with vertical, horizontal and horizontal vibrations with the above configuration.
【０００５】[0005]
（１）左右の揺れ地震に対しては、摺鉢の中の摺りこ木
を念頭に浮かべ、両者を鉄材にする時、摺りこ木は行き
つ戻りつ滑って、何時も摺鉢の中心に来るので、震動を
微動に終わらせる。 （２）上下動に対しては、歯車の歯数の組み合わせによ
り、大きな上下動を小さな動作に変換できる。本発明の
図面は、荷重を二組の歯車、二本の基礎軸とを組み合わ
せた物で、荷重を二本足で支えた物である。(1) In the event of a swaying earthquake on the left and right, the surimi tree in the slide bowl is floated in mind, and when both are made of iron material, the suriko tree slides back and forth and always comes to the center of the slide bowl. So the tremors end in tremors. (2) With respect to vertical movement, a large vertical movement can be converted into a small movement by combining the number of gear teeth. The drawings of the present invention show an article in which a load is combined with two sets of gears and two foundation shafts, and the load is supported by two legs.
【０００６】[0006]
【発明の効果】地震発生が上下左右同時に起きても、こ
の設備を利用する事により、僅かの震動となり、建造物
に与える影響も少なく、社会財産を保全し、国民に恐怖
感を与える事もなく、何よりも人命救助という最大効果
がある。[Effects of the Invention] Even if an earthquake occurs simultaneously in up, down, left and right, the use of this equipment will cause a slight tremor, less impact on the building, conserving social property, and giving fear to the people. It has the greatest effect of saving lives, above all.
【図１】本発明を基礎に設置した、家屋簡略立体側面図
である。1 is a simplified three-dimensional side view of a house installed on the basis of the present invention.
【図２】本発明請求項範囲を基礎部分に配置した立体側
面図である。FIG. 2 is a three-dimensional side view in which the claims of the present invention are arranged in a base portion.
１ 上向皿 ２ 基礎軸 ３ 基礎軸歯形 ４ 第１歯車 ５ 第２歯車 ６ 第３歯車 ７ 台付軸歯形 ８ 台付軸 ９ 歯車固定枠 1 Upward Dish 2 Basic Shaft 3 Basic Shaft Tooth Profile 4 1st Gear 5 2nd Gear 6 3rd Gear 7 Shaft Tooth Profile with 8 Shafts with 9 Gears Fixed Frame
Claims (2)
（２）との摺り合わせ型に製作する。1. A sliding type of a sling-pot type upward tray (1) and a downward foundation shaft (2) is manufactured.
を取付ける。台付軸（８）には、台付軸歯形（７）を設
置する。 （ロ）更に、基礎軸歯形（３）には第１歯車（４）が噛
み合い、この第１歯車（４）の回転軸と同じ軸に第２歯
車（５）が固定されている。 （ハ）次に、第２歯車（５）と第３歯車（６）が噛み合
い、第３歯車（６）は台付軸歯形（７）と噛み合う形に
設置する。2. The basic shaft tooth profile (3) is attached to the basic shaft (2).
Install. A shaft tooth profile (7) with a base is installed on the shaft (8) with a base. (B) Further, the first gear (4) meshes with the basic shaft tooth profile (3), and the second gear (5) is fixed to the same shaft as the rotating shaft of the first gear (4). (C) Next, the second gear (5) and the third gear (6) mesh with each other, and the third gear (6) is installed so as to mesh with the shaft tooth profile (7) with a base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14475096A JPH09268801A (en) | 1996-04-02 | 1996-04-02 | Building for earthquake resistant foundation making use of gear |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14475096A JPH09268801A (en) | 1996-04-02 | 1996-04-02 | Building for earthquake resistant foundation making use of gear |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09268801A true JPH09268801A (en) | 1997-10-14 |
Family
ID=15369510
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14475096A Pending JPH09268801A (en) | 1996-04-02 | 1996-04-02 | Building for earthquake resistant foundation making use of gear |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09268801A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978918A (en) * | 2018-06-26 | 2018-12-11 | 郑玉祥 | A kind of assembled friction energy dissipation device |
| CN108978919A (en) * | 2018-06-26 | 2018-12-11 | 郑玉祥 | A kind of frame structure and its installation method equipped with friction energy dissipation device |
| CN108978917A (en) * | 2018-06-26 | 2018-12-11 | 郑玉祥 | A kind of assembled friction energy dissipation device |
| CN109057490A (en) * | 2017-05-17 | 2018-12-21 | 大连大学 | The support frame of double anti-unstability devices of torsion |
| CN109779132A (en) * | 2019-02-17 | 2019-05-21 | 王翠丽 | A kind of viscous damping wall under limited space |
-
1996
- 1996-04-02 JP JP14475096A patent/JPH09268801A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057490A (en) * | 2017-05-17 | 2018-12-21 | 大连大学 | The support frame of double anti-unstability devices of torsion |
| CN109057490B (en) * | 2017-05-17 | 2020-05-22 | 大连大学 | Support frame of double-torsion anti-instability device |
| CN108978918A (en) * | 2018-06-26 | 2018-12-11 | 郑玉祥 | A kind of assembled friction energy dissipation device |
| CN108978919A (en) * | 2018-06-26 | 2018-12-11 | 郑玉祥 | A kind of frame structure and its installation method equipped with friction energy dissipation device |
| CN108978917A (en) * | 2018-06-26 | 2018-12-11 | 郑玉祥 | A kind of assembled friction energy dissipation device |
| CN108978918B (en) * | 2018-06-26 | 2020-02-07 | 宿州市徽腾知识产权咨询有限公司 | Assembled friction energy dissipation device |
| CN108978919B (en) * | 2018-06-26 | 2020-06-12 | 马鞍山楚锐科技信息咨询有限公司 | Frame structure with friction energy dissipater and mounting method thereof |
| CN108978917B (en) * | 2018-06-26 | 2020-06-26 | 江苏千禧杭萧装配式建筑科技有限公司 | Assembled metal friction energy dissipater |
| CN109779132A (en) * | 2019-02-17 | 2019-05-21 | 王翠丽 | A kind of viscous damping wall under limited space |
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