JPH083282B2 - Earthquake-resistant device for buildings - Google Patents
Earthquake-resistant device for buildingsInfo
- Publication number
- JPH083282B2 JPH083282B2 JP1049595A JP4959589A JPH083282B2 JP H083282 B2 JPH083282 B2 JP H083282B2 JP 1049595 A JP1049595 A JP 1049595A JP 4959589 A JP4959589 A JP 4959589A JP H083282 B2 JPH083282 B2 JP H083282B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- lower frame
- surface plate
- earthquake
- buildings
- 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.)
- Expired - Lifetime
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Foundations (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] 本願は、建築物用耐震装置に関するものである。TECHNICAL FIELD The present application relates to a seismic resistant device for buildings.
[従来の技術] 地震の震度には、強震、烈震、激震と区別があるが、
現在の木造住宅から鉄筋コンクリート建ビル等の建築物
は、地盤に基礎コンクリートで固定されている。[Prior Art] The seismic intensity of an earthquake can be distinguished from a strong earthquake, a strong earthquake, and a severe earthquake.
Buildings such as current wooden houses to reinforced concrete buildings are fixed to the ground with basic concrete.
[発明が解決しようとする課題] 従来の技術で述べたものにあっては、下記のような問
題点を有していた。[Problems to be Solved by the Invention] The conventional techniques described above have the following problems.
固定された建築物が激震を受けると建物の倒壊と多数
の人命が失われる。When a fixed building receives a severe earthquake, the building collapses and many lives are lost.
すなわち、ソ連の大地震や日本の関東大震災のビデオ
を見ても建物の形が残らない位になっている今の建築物
は、木造鉄筋コンクリート等の建物も柳の木のように
「シナリ」、自由にどちらにも曲がるようにできれば、
建物の倒壊は避けることができるが、それでは住宅の建
材等が破損して中に住むことができなくなる。In other words, the structure of the present building that the shape of the building does not remain even if you watch the video of the Soviet earthquake and the Great Kanto Earthquake in Japan, the building of wooden reinforced concrete etc. If you can freely bend in either direction,
Collapse of the building can be avoided, but then the building materials of the house will be damaged and you will not be able to live inside.
「シナリ」があって建物が倒壊しなくても家具等の倒
壊は避けることができない。人身事故、人命を失うこと
もある。Even if the building does not collapse due to the "scenery", it is inevitable to collapse furniture. There is also the possibility of personal injury or loss of life.
本願は、従来の技術の有するこのような問題点に鑑み
なされたものであり、その目的とするところは、上述の
問題を解決できるものを提供しようとするものである。The present application has been made in view of such problems of the conventional technology, and an object of the present application is to provide a device capable of solving the above problems.
[課題を解決するための手段] 上記目的を達成するために、本発明のものは下記のよ
うになるものである。[Means for Solving the Problems] In order to achieve the above object, the present invention is as follows.
この出願は、地盤、基礎コンクリートに建物を固定し
ない。This application does not fix the building to the ground, foundation concrete.
地盤、基礎コンクリート、下側フレームまではアンカ
ーボルトによって固定される。The ground, foundation concrete and lower frame are fixed with anchor bolts.
上側フレームに建築物、柱、間柱、外壁、スジカイ等
が固定される重量建築物も同じである。The same applies to heavy buildings in which buildings, columns, studs, outer walls, streaks, etc. are fixed to the upper frame.
上側フレームの下面と下側フレームの上面に表面プレ
ーナ仕上げの鋼材などでなる定盤を上下に取付け、オイ
ルをつけスベリを良くする。On the lower surface of the upper frame and the upper surface of the lower frame, surface plates made of steel with a surface planar finish are attached vertically, and oil is added to improve sliding.
下側フレームの中心に上側フレームの中心が合うよう
に上側フレームと下側フレームとにコイルバネを張る。A coil spring is stretched between the upper frame and the lower frame such that the center of the lower frame is aligned with the center of the upper frame.
コイルバネの強度は最高震度、建物重量などを考慮し
て決定されている。The strength of the coil spring is determined in consideration of the maximum seismic intensity and the weight of the building.
[作用] 前後、左右、斜めなど、どのような方向への揺れがあ
った時でも、地盤と下側フレームだけが揺れて上側フレ
ームと建物は揺れない。[Operation] Even if there is a sway in any direction such as front, back, left, right, or diagonal, only the ground and the lower frame sway, and the upper frame and the building do not sway.
[発明の実施例] 実施例について図面を参照して説明する。Embodiments of the Invention Embodiments will be described with reference to the drawings.
1は本発明の建築物用耐震装置である。 Reference numeral 1 is a building seismic resistant device of the present invention.
2は下側フレームで、前後の材料2A,2Bと左右の材料2
C,2Dを平面方形に連結した枠体2Eに構成され、この枠体
2E内には縦横の補強材2Fが張設されている。2 is the lower frame, front and rear materials 2A, 2B and left and right materials 2
It is composed of a frame body 2E in which C and 2D are connected in a plane rectangular shape.
The vertical and horizontal reinforcements 2F are stretched inside 2E.
3は下側フレーム2の上面に積層状態で配設された上
側フレームで、前後の材料3A,3Bと左右の材料3C,3Dを平
面方形に連結した枠体3Eに構成され、この枠体2E内には
縦横の補強材3Fが張設されている。Reference numeral 3 denotes an upper frame which is arranged on the upper surface of the lower frame 2 in a laminated state, and is constituted by a frame body 3E in which front and rear materials 3A and 3B and left and right materials 3C and 3D are connected to each other in a planar rectangular shape. Inside, there are 3F horizontal and vertical reinforcements.
図示の場合は、下側フレーム2と上側フレーム3とは
平面からみた場合、同一の形状に構成されているが、勿
論、同一形状でなくてもよい。In the illustrated case, the lower frame 2 and the upper frame 3 are configured to have the same shape when seen from a plane, but needless to say, they do not have to have the same shape.
そして、これらフレームは、木材、金属材、合成樹脂
材などで構成されている。The frames are made of wood, metal material, synthetic resin material, or the like.
4は下側フレーム2と上側フレーム3との間に張設さ
れたコイルバネである。Reference numeral 4 is a coil spring stretched between the lower frame 2 and the upper frame 3.
そこで、このコイルバネ4の張設状態は下記の通りで
ある。Therefore, the tension state of the coil spring 4 is as follows.
下側フレーム2の上面に、積層状態に配設した上側フ
レーム3において、下側フレーム2と上側フレーム3と
の間にコイルバネ4を張り、このコイルバネ4の作用
で、下側フレーム2における平面からみた中心に対して
上側フレーム3における平面からみた中心が一致するよ
う構成されている。On the upper surface of the lower frame 2, in the upper frame 3 arranged in a stacked state, a coil spring 4 is stretched between the lower frame 2 and the upper frame 3, and by the action of the coil spring 4, the plane of the lower frame 2 is changed. The center viewed from the plane of the upper frame 3 is configured to coincide with the viewed center.
この場合、コイルバネ4の強度は、最高震度、建物重
量などを考慮して決定されている。In this case, the strength of the coil spring 4 is determined in consideration of the maximum seismic intensity, the building weight, and the like.
さらに、コイルバネ4の取付の際における震度、建物
重量などに合う張り強度は、測定器にて測定しながら行
う。Furthermore, the seismic intensity at the time of mounting the coil spring 4 and the tensile strength suitable for the weight of the building are measured with a measuring instrument.
第4図、第5図を参照して、コイルバネの取付状態を
詳述する。The mounting state of the coil spring will be described in detail with reference to FIGS. 4 and 5.
第4図は上側フレーム3の底面図である。 FIG. 4 is a bottom view of the upper frame 3.
この上側フレーム3の内壁に所定間隔をもって適数本
のコイルバネ4を外方端4Aが連結されている。(図示は
コイルバネが20本の場合である。) 第5図は下側フレーム2の平面図である。An appropriate number of coil springs 4 are connected to the inner wall of the upper frame 3 at predetermined intervals at outer ends 4A. (The drawing shows the case where there are 20 coil springs.) FIG. 5 is a plan view of the lower frame 2.
この下側フレーム2における縦横の補強材2Fの側壁に
コイルバネ4の内方端4Bが連結されている。(図示はコ
イルバネが20本の場合である。) この場合、コイルバネ4の内方端4Bの連結個所は下側
フレーム2の中心にコイルバネ4が作用する位置となっ
ている。The inner end 4B of the coil spring 4 is connected to the side walls of the vertical and horizontal reinforcing members 2F in the lower frame 2. (In the figure, there are 20 coil springs.) In this case, the connection point of the inner end 4B of the coil spring 4 is at the position where the coil spring 4 acts on the center of the lower frame 2.
5は表面プレーナ仕上げの鋼材などでなる定盤で、下
側フレーム2の上面の所定個所に添着された下側定盤5A
と、この下側定盤5Aに対応するように上側フレーム3の
下面の所定個所に添着された上側定盤5Bとから構成され
ている。5 is a surface plate made of steel with a surface planar finish, and is a lower surface plate 5A attached to a predetermined location on the upper surface of the lower frame 2.
And an upper surface plate 5B attached to a predetermined portion of the lower surface of the upper frame 3 so as to correspond to the lower surface plate 5A.
この場合、下側定盤5Aの上面には平面放射状に潤滑油
用の溝5A1が刻設されている。In this case, grooves 5A1 for lubricating oil are engraved in a plane radial pattern on the upper surface of the lower surface plate 5A.
上側定盤5Bの中心には潤滑油用の給油パイプ5B1が連
結されている。An oil supply pipe 5B1 for lubricating oil is connected to the center of the upper surface plate 5B.
そして、この給油パイプ5B1には給油タンク(図示略)
が連結されている。And, an oil supply tank (not shown) is provided in this oil supply pipe 5B1.
Are connected.
図中、6は建築物、6Aはコンクリートベース、6Bは基
礎コンクリート、6Cはアンカー、6Dは柱、6Eは外壁であ
る。In the figure, 6 is a building, 6A is a concrete base, 6B is basic concrete, 6C is an anchor, 6D is a pillar, and 6E is an outer wall.
[発明の効果] 本発明は、上述の通り構成されているので次に記載す
る効果を奏する。[Effects of the Invention] Since the present invention is configured as described above, it has the effects described below.
この装置で震度7〜8の地震でも建築物には1/10位の
震度しか伝達しない。With this device, even an earthquake with seismic intensity of 7 to 8 can transmit only 1/10 of the seismic intensity to a building.
従って、家具、建具の倒壊、食器の破損等を防止でき
る。Therefore, it is possible to prevent the furniture and fittings from collapsing and the tableware from being damaged.
この耐震装置をした建築物は、ビル、スーパーマーケ
ット等人がたくさん集まる所での人命の安全およびこれ
らの建築物にも安全である。Buildings with this seismic device are safe for human life in buildings, supermarkets, and other places where many people gather, and also for these buildings.
この耐震装置は縦横、斜め、どの方向からの激震でも
耐えることができる装置である。This seismic device is a device that can withstand severe earthquakes from any direction, such as vertical, horizontal, and diagonal.
第1図は全体の正面図、 第2図は略図的要部拡大正面図、 第3図は同上の要部拡大図、 第4図は上側フレームの底面図、 第5図は下側フレームの平面図、 第6図はコイルバネを中心にみた斜視図、 第7図は定盤を中心にみた斜視図、 第8図は定盤を中心にみた一部を切り欠いた斜視図であ
る。 1……建築物用耐震装置、2……下側フレーム、3……
上側フレーム、4……コイルバネ、5……定盤。1 is a front view of the whole, FIG. 2 is a schematic enlarged front view of essential parts, FIG. 3 is an enlarged view of essential parts of the same, FIG. 4 is a bottom view of an upper frame, and FIG. 5 is a lower frame. A plan view, FIG. 6 is a perspective view of the coil spring as a center, FIG. 7 is a perspective view of the surface plate as a center, and FIG. 8 is a partially cutaway perspective view of the surface plate as a center. 1 ... Seismic device for buildings, 2 ... lower frame, 3 ...
Upper frame, 4 ... Coil spring, 5 ... Surface plate.
Claims (4)
配設した上側フレーム(3)において、下側フレーム
(2)と上側フレーム(3)との間にコイルバネ(4)
を張り、このコイルバネ(4)の作用で、下側フレーム
(2)における平面からみた中心に対して上側フレーム
(3)における平面からみた中心が一致するように構成
されていることを特徴とする建築物用耐震装置。1. A coil spring (4) between a lower frame (2) and an upper frame (3) in an upper frame (3) arranged in a stacked state on the upper surface of the lower frame (2).
And the center of the lower frame (2) viewed from the plane is aligned with the center of the lower frame (2) viewed from the plane by the action of the coil spring (4). Earthquake resistant equipment for buildings.
って適数本のコイルバネ(4)の外方端(4A)が連結さ
れていると共に、下側フレーム(2)にコイルバネ
(4)の内方端(4B)が連結されている請求項1記載の
建築物用耐震装置。2. An appropriate number of outer ends (4A) of coil springs (4) are connected to the inner wall of the upper frame (3) at a predetermined interval, and coil springs (4) are attached to the lower frame (2). The earthquake-proof device for buildings according to claim 1, wherein the inner end (4B) is connected.
には、下側フレーム(2)の上面の所定個所に添着され
た下側定盤(5A)と、この下側定盤(5A)に対応するよ
うに上側フレーム(3)の下面の所定個所に添着された
上側定盤(5B)とから構成されている表面プレーナ仕上
げの鋼材などでなる定盤(5)が配設されている請求項
1あるいは請求項2記載の建築物用耐震装置。3. A lower frame (2) and an upper frame (3)
The lower surface plate (5A) attached to a predetermined position on the upper surface of the lower frame (2), and a predetermined position on the lower surface of the upper frame (3) so as to correspond to the lower surface plate (5A). The seismic resistant device for buildings according to claim 1 or 2, wherein a surface plate (5) made of a steel material having a surface planar finish, which is composed of an upper surface plate (5B) attached to, is provided.
滑油用の溝(5A1)が刻設され、上側定盤(5B)の中心
には潤滑油用の給油パイプ(5B1)が連結されている請
求項3記載の建築物用耐震装置。4. A groove (5A1) for lubricating oil is formed in a plane radial pattern on the upper surface of the lower surface plate (5A), and an oil supply pipe (5B1) for lubricating oil is formed at the center of the upper surface plate (5B). ) Is connected, the earthquake-proof device for buildings according to claim 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1049595A JPH083282B2 (en) | 1989-02-28 | 1989-02-28 | Earthquake-resistant device for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1049595A JPH083282B2 (en) | 1989-02-28 | 1989-02-28 | Earthquake-resistant device for buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02229368A JPH02229368A (en) | 1990-09-12 |
| JPH083282B2 true JPH083282B2 (en) | 1996-01-17 |
Family
ID=12835589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1049595A Expired - Lifetime JPH083282B2 (en) | 1989-02-28 | 1989-02-28 | Earthquake-resistant device for buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH083282B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016053641A1 (en) | 2014-09-29 | 2016-04-07 | Blue Cube Ip Llc | Adduct composition |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6376160U (en) * | 1986-11-04 | 1988-05-20 |
-
1989
- 1989-02-28 JP JP1049595A patent/JPH083282B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016053641A1 (en) | 2014-09-29 | 2016-04-07 | Blue Cube Ip Llc | Adduct composition |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02229368A (en) | 1990-09-12 |
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