JPH09195574A - Antiseismic device for general house - Google Patents
Antiseismic device for general houseInfo
- Publication number
- JPH09195574A JPH09195574A JP2858196A JP2858196A JPH09195574A JP H09195574 A JPH09195574 A JP H09195574A JP 2858196 A JP2858196 A JP 2858196A JP 2858196 A JP2858196 A JP 2858196A JP H09195574 A JPH09195574 A JP H09195574A
- Authority
- JP
- Japan
- Prior art keywords
- seat
- support
- support shaft
- foundation
- top face
- 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.)
- Granted
Links
Landscapes
- Foundations (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は耐震基礎の分野に属し、
該基礎における一般家屋用耐震装置に関する。The present invention belongs to the field of earthquake-resistant foundation,
The present invention relates to a seismic device for a general house on the foundation.
【0002】[0002]
【従来の技術】従来から提供されている耐震装置は種々
であるが、装置が大掛りで一般家屋には簡易に適用でき
ない耐震技術であった。2. Description of the Related Art Although there are various types of seismic resistant devices that have been provided in the past, the seismic resistant device cannot be easily applied to general houses due to the large size of the device.
【0003】[0003]
【発明が解決しようとする課題】本発明は上記に鑑み、
支柱状の基礎と建物の台枠を嵌着する周枠との協働によ
り、組付け簡易な一般家屋用耐震装置を提供するもので
ある。SUMMARY OF THE INVENTION The present invention has been made in view of the above,
An object of the present invention is to provide a simple seismic device for a general house by cooperation of a pillar-shaped foundation and a peripheral frame for fitting a frame of a building.
【0004】[0004]
【課題を解決するための手段】本発明の一般家屋用耐震
装置は、平面矩形にして上面を開口した箱状の台座本体
の内部に小球を敷き詰めた支持座を配設し、該支持座の
小球群の上面に、中央上面に支持軸を立設した座盤を載
置し、該座盤の上面には該支持軸を案内する十字状の案
内路を貫設したカバーを被蓋し、該カバーを基礎上のア
ンカーボルトに台座本体と共に共締めして成る台座と、
前記支持軸に係着した固定座に固定主段を介して固定す
る重ね板バネと、該重ね板バネの両端の表面に当接さ
れ、該両端をたわみによる拡縮方向に移動自在に案内す
るとともに、前記固定手段に重ね板バネ12の上面で共
締めされる支持盤に立設した案内軸に摺動自在に案内し
て成る取着板とから成る。According to the seismic resistant device for general houses of the present invention, a support seat having small balls is arranged inside a box-shaped pedestal body having a plane rectangular shape and an open top surface. On the upper surface of the small sphere group, a seat board having a support shaft standing upright on the central upper surface is placed, and a cover having a cross-shaped guide path for guiding the support shaft is provided on the upper surface of the seat board. A pedestal formed by fastening the cover together with the pedestal body to the anchor bolts on the foundation,
A leaf spring fixed to a fixed seat fixed to the support shaft via a fixed main step, and abutted against the surfaces of both ends of the leaf spring to guide the both ends movably in a direction of expansion and contraction by bending. And a mounting plate slidably guided on a guide shaft provided on a support plate which is fastened to the fixing means together with the upper surface of the leaf spring 12.
【0005】[0005]
【作用】台座本体は基礎上のアンカーボルトによって基
礎に固定され、支持座は小球を介して座盤を移動自在に
載置し、該座盤は台座本体と共にアンカーボルトに共締
めされるカバーによって抜け止めされるとともに、該カ
バーの十字状の案内路に案内される範囲において、台座
本体内に移動自在に収納され、座盤に立設した支持軸は
固定座と共に固定主段を介して重ね板バネを支持し、重
ね板バネの表面(荷重負荷面)に当接する取着板は、建
物の周枠に固定され、基礎からの震動が重ね板バネによ
って緩衝され、減衰されたエネルギーとして伝達され
る。[Operation] The pedestal body is fixed to the foundation by anchor bolts on the foundation, the support seat movably mounts the seat board through small balls, and the seat board is fastened together with the base body to the anchor bolts. The support shaft, which is movably accommodated in the pedestal body and is erected on the seat base, is fixed together with the fixed seat through the fixed main stage in the range of being prevented from coming off by the cross guide path of the cover. The mounting plate that supports the leaf spring and contacts the surface (load surface) of the leaf spring is fixed to the surrounding frame of the building, and the vibration from the foundation is buffered by the leaf spring and is attenuated as energy. Transmitted.
【0006】[0006]
【実施例】本発明を実施例により説明すると、一般家庭
用耐震装置a(以下、単に耐震装置aとする)は図1に
示すように、平面矩形にして上面を開口した箱状の台座
本体1の内部に小球2を敷き詰めた支持座3を配設し、
該支持座3の小球群の上面に、中央上面に支持軸4を立
設した座盤5を載置し、該座盤5の上面には図2に示す
ように該支持軸4を案内する十字状の案内路6を貫設し
たカバー7を被蓋し、該カバー7を基礎上のアンカーボ
ルト8に台座本体1と共に共締めして成る台座9と、前
記支持軸4に係着した固定座10の上面に載置され、固
定主段としてのUボルト11によって該固定座10に位
置決め固定される重ね板バネ12と、該重ね板バネ12
の両端の表面(荷重負荷面)に当接され、該両端をたわ
みによる拡縮方向に移動自在に案内するとともに、前記
Uボルト11に重ね板バネ12の固定部上面で共締めさ
れる支持盤13に一体に立設した案内軸14に摺動自在
に案内して成る取着板15とから成り、該取着板15の
重ね板バネ12に対向する面中央にはゴム板のクッショ
ン16を係着して成る。EXAMPLES The present invention will be described by way of examples. As shown in FIG. 1, a general household seismic resistant device a (hereinafter referred to simply as seismic resistant device a) is a box-shaped pedestal body having a flat rectangular shape and an open upper surface. The support seat 3 with the small balls 2 spread inside the 1 is arranged,
On the upper surface of the small ball group of the support seat 3, a seat plate 5 having a support shaft 4 erected on the center upper surface is placed, and the support shaft 4 is guided on the upper surface of the seat plate 5 as shown in FIG. A cover 7 having a cruciform guideway 6 extending therethrough is covered, and the cover 7 is fastened together with an anchor bolt 8 on a foundation together with the pedestal body 1 to the support shaft 4. A leaf spring 12 mounted on the upper surface of the fixed seat 10 and positioned and fixed to the fixed seat 10 by a U-bolt 11 as a main fixing step;
A support plate 13 which is brought into contact with the surfaces (load-loading surfaces) of both ends of the support plate 13 to guide the both ends movably in the direction of expansion and contraction due to bending, and which is fastened to the U bolt 11 together with the upper surface of the fixed portion of the laminated leaf spring 12. And a mounting plate 15 slidably guided on a guide shaft 14 which is integrally provided on the upper surface of the mounting plate 15. A rubber plate cushion 16 is provided at the center of a surface of the mounting plate 15 facing the leaf spring 12. Wear it.
【0007】このようにして成る耐震装置は、図3に示
すように、建物の台枠17に嵌着したH型鋼による周枠
18の各隅部において、隅内部に立設した支柱状の基礎
19の上面には立設したアンカーボルト8を介して台座
9をカバー7と共に共締めして固定し、取着板15を直
角の各周枠18に差し渡しした梁20にボルト、ナット
で固定し、隅外面で各周枠18の外方に所要間隔に立設
した各基礎19の前記各周枠18の周面に対向する周面
21には、横設したアンカーボルト8を介して前記と同
様に台座9をカバー7と共に共締めして固定し、各取着
板15をそれぞれ周枠18にボルト、ナットで固定して
成る。As shown in FIG. 3, the seismic device constructed as described above has a pillar-shaped foundation standing upright at each corner of a peripheral frame 18 made of H-shaped steel fitted to a frame 17 of a building. The pedestal 9 and the cover 7 are fastened together and fixed to the upper surface of the base 19 via the anchor bolts 8 erected, and the mounting plate 15 is fixed with bolts and nuts to the beam 20 which has been passed over each peripheral frame 18 at right angles. The peripheral surface 21 of each foundation 19 erected at a required interval outside the peripheral frame 18 at the corner outer surface is opposed to the peripheral surface of the peripheral frame 18 via the anchor bolt 8 provided horizontally. Similarly, the pedestal 9 is fixed together with the cover 7 and fixed, and each mounting plate 15 is fixed to the peripheral frame 18 with a bolt and a nut.
【0008】この耐震装置aの組付けに際しては、所定
の治具(図外)により、重ね板バネ12を所定の圧縮状
態(取付け荷重)で固定し、かつ、支持軸4を案内路6
の中心に保持した姿勢で組付けし、組み付け後、各治具
を取り外して建物に対して各基礎19が上下、左右、前
後に揺動できる状態として成るものであるから、各基礎
19の配置は上記条件を考慮して敷設されるものであ
り、また、隅内部に配設されて建物を下方から支持する
耐震装置aは、上下方向の震動は重ね板バネ12で減衰
されるとともに、案内軸14を取着板15と梁20に摺
動自在に案内することによって建物への伝達が回避さ
れ、前後、左右方向の震動は十字状の案内路6によって
それぞれ回避されるものである。次に前後方向の側面に
配設される耐震装置aでは、前後方向の震動は重ね板バ
ネ12で減衰されるとともに、案内軸14を取着板15
と周枠18に摺動自在に案内することによって回避さ
れ、左右、上下方向の震動は十字状の案内路6によって
それぞれ回避され、左右方向の側面に配設される耐震装
置aでは、左右方向の震動は重ね板バネ12で減衰され
るとともに、案内軸14を取着板15と周枠18に摺動
自在に案内することによって回避され、前後、上下方向
の震動は十字状の案内路6によってそれぞれ回避される
ものである。したがって、本発明の耐震装置aは、基礎
19及び建物の周枠18などの支持部材への組付けが簡
易である上、所定の取付け荷重で四周及び下方から建物
を支持するから、風圧対策も万全であり、震動方向に対
向する面では重ね板バネ12によって震動が減衰され、
該震動方向に異方向の面では重ね板バネ12の支持系統
は基礎19に対して十字状の案内路6を介してフリーと
なるものである。なお、クッション16は過分な震動を
生じたときの衝撃緩和を図るものである。When assembling the seismic device a, the leaf spring 12 is fixed in a predetermined compressed state (mounting load) by a predetermined jig (not shown), and the support shaft 4 is connected to the guide path 6.
Assembling in a posture in which the foundation 19 is held in the center, and after assembling, each jig 19 is removed so that each foundation 19 can swing up and down, left and right, and front and back with respect to the building. Is laid in consideration of the above-mentioned conditions, and the seismic resistant device a, which is installed inside the corner and supports the building from below, is designed so that vertical vibrations are attenuated by the leaf springs 12 and The shaft 14 is slidably guided by the attachment plate 15 and the beam 20 to prevent transmission to the building, and vibrations in the front-rear and left-right directions are avoided by the cross-shaped guide path 6. Next, in the seismic device a provided on the side surface in the front-rear direction, the vibration in the front-rear direction is attenuated by the lap spring 12 and the guide shaft 14 is attached to the mounting plate 15.
And vibrations in the peripheral frame 18 are slidably avoided, and vibrations in the left and right and vertical directions are avoided by the cross-shaped guide paths 6, respectively. Is attenuated by the overlapping leaf spring 12 and is avoided by slidably guiding the guide shaft 14 to the attachment plate 15 and the peripheral frame 18. Are respectively avoided. Therefore, the earthquake-proof device a of the present invention is easy to assemble to the support members such as the foundation 19 and the peripheral frame 18 of the building, and also supports the building from the four circumferences and the lower side with a predetermined mounting load, and therefore wind pressure measures are also taken. It is perfect, and the vibration is damped by the leaf springs 12 on the surface facing the vibration direction.
In a plane different from the vibration direction, the supporting system of the leaf spring 12 is free with respect to the foundation 19 via the cross-shaped guide path 6. Note that the cushion 16 is used to reduce impact when excessive vibration occurs.
【0009】[0009]
【発明の効果】以上のように本発明によれば、一般家屋
の支持部材の各隅部内面と直角外面及び所要周面に対向
する位置に構築するそれぞれの基礎19において、台座
9がアンカーボルト8に固定され、かつ、受圧側の取着
板15も前記支持部材にボルト締めされて組付けられる
ものであるから、その耐震基礎工事及び前記の支持部材
への組付け作業が極めて簡易であり、格別な技術を要す
ることなく、耐圧荷重に見合うものを選択するのみで、
一般家屋を耐震構造化できる効果がある。As described above, according to the present invention, the pedestal 9 is attached to the anchor bolt in each of the foundations 19 which are constructed at positions facing the inner surface of each corner of the support member of the general house and the outer surface at right angles and the required peripheral surface. 8 and the attachment plate 15 on the pressure receiving side is also bolted to the support member to be assembled, so that the seismic-resistant foundation work and the assembly work to the support member are extremely simple. , Without selecting any special technology, just select the one that matches the withstand pressure load,
This has the effect of making ordinary houses earthquake-resistant.
【図1】本発明に係わる耐震装置aの正面図。FIG. 1 is a front view of an earthquake-proof device a according to the present invention.
【図2】図1のA−A矢視図。FIG. 2 is a view taken in the direction of arrows AA in FIG. 1;
【図3】一般家屋の支持部材の隅部における耐震装置a
の組付け状態を示す説明図。FIG. 3 shows a seismic device a at a corner of a support member of a general house.
Explanatory diagram showing the assembled state of.
1 台座本体 2 小球 3 支持座 4 支持軸 5 座盤 6 案内路 7 カバー 8 アンカーボルト 9 台座 10 固定座 11 Uボルト 12 重ね板バネ 13 支持盤 14 案内軸 15 取着板 16 クッション 17 台枠 18 周枠 19 基礎 20 梁 21 周面 a 一般家屋用耐震装置 1 pedestal body 2 small ball 3 support seat 4 support shaft 5 seat plate 6 guideway 7 cover 8 anchor bolt 9 pedestal 10 fixed seat 11 U bolt 12 stack leaf spring 13 support plate 14 guide shaft 15 attachment plate 16 cushion 17 underframe 18 Peripheral frame 19 Foundation 20 Beam 21 Circumference a Earthquake-proof device for general houses
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 // E02D 27/34 8312−3J F16F 15/06 A ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI technical display location // E02D 27/34 8312-3J F16F 15/06 A
Claims (1)
小球を敷き詰めた支持座を配設し、該支持座の小球群の
上面に、中央上面に支持軸を立設した座盤を載置し、該
座盤の上面には該支持軸を案内する十字状の案内路を貫
設したカバーを被蓋し、該カバーを基礎上のアンカーボ
ルトに台座本体と共に共締めして成る台座と、前記支持
軸に係着した固定座に固定主段を介して固定する重ね板
バネと、該重ね板バネの両端の表面に当接され、該両端
をたわみによる拡縮方向に移動自在に案内するととも
に、前記固定手段に重ね板バネの上面で共締めされる支
持盤に立設した案内軸に摺動自在に案内して成る取着板
とから成る一般家屋用耐震装置。A seat base in which a support seat with small balls is arranged inside a box-shaped pedestal body having a flat rectangular shape with an open upper surface, and a support shaft is erected on the central upper surface of the upper surface of the small ball group of the support seat. Is mounted on the upper surface of the base, and a cover having a cross-shaped guide path that guides the support shaft is provided on the upper surface of the base, and the cover is fastened together with an anchor bolt on the foundation together with the base body. A pedestal, a leaf spring that is fixed to a fixed seat that is engaged with the support shaft via a main fixing stage, and abuts on the surfaces of both ends of the leaf spring, and both ends are movable in the expansion / contraction direction due to bending. A seismic isolator for a general house, which comprises an attachment plate which is guided and is slidably guided by a guide shaft standing on a support plate which is fastened to the fixing means together with the upper surface of a leaf spring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2858196A JP2769686B2 (en) | 1996-01-22 | 1996-01-22 | Seismic device for general houses |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2858196A JP2769686B2 (en) | 1996-01-22 | 1996-01-22 | Seismic device for general houses |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09195574A true JPH09195574A (en) | 1997-07-29 |
JP2769686B2 JP2769686B2 (en) | 1998-06-25 |
Family
ID=12252575
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2858196A Expired - Fee Related JP2769686B2 (en) | 1996-01-22 | 1996-01-22 | Seismic device for general houses |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2769686B2 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009293320A (en) * | 2008-06-06 | 2009-12-17 | Token Corp | Damping member |
JP2009293321A (en) * | 2008-06-06 | 2009-12-17 | Token Corp | Damping member |
JP2010237026A (en) * | 2009-03-31 | 2010-10-21 | Kayaba System Machinery Kk | Drop testing equipment |
JP2012062744A (en) * | 2010-08-18 | 2012-03-29 | Yuzo Miyoshi | Wooden base-isolation house |
JP2012127189A (en) * | 2008-04-28 | 2012-07-05 | Token Corp | Vibration control device, vibration control structure and vibration control panel |
CN114108862A (en) * | 2021-12-07 | 2022-03-01 | 长春恒发房地产开发有限公司 | House earthquake-resistant structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763582B (en) * | 2019-03-11 | 2020-05-19 | 江苏科技大学 | Repairable type low yield point steel damper connected by grooves |
-
1996
- 1996-01-22 JP JP2858196A patent/JP2769686B2/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012127189A (en) * | 2008-04-28 | 2012-07-05 | Token Corp | Vibration control device, vibration control structure and vibration control panel |
JP2009293320A (en) * | 2008-06-06 | 2009-12-17 | Token Corp | Damping member |
JP2009293321A (en) * | 2008-06-06 | 2009-12-17 | Token Corp | Damping member |
JP2010237026A (en) * | 2009-03-31 | 2010-10-21 | Kayaba System Machinery Kk | Drop testing equipment |
JP2012062744A (en) * | 2010-08-18 | 2012-03-29 | Yuzo Miyoshi | Wooden base-isolation house |
CN114108862A (en) * | 2021-12-07 | 2022-03-01 | 长春恒发房地产开发有限公司 | House earthquake-resistant structure |
Also Published As
Publication number | Publication date |
---|---|
JP2769686B2 (en) | 1998-06-25 |
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