JP2010024792A - Interlocked rolling type base isolation device - Google Patents
Interlocked rolling type base isolation device Download PDFInfo
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- JP2010024792A JP2010024792A JP2008190775A JP2008190775A JP2010024792A JP 2010024792 A JP2010024792 A JP 2010024792A JP 2008190775 A JP2008190775 A JP 2008190775A JP 2008190775 A JP2008190775 A JP 2008190775A JP 2010024792 A JP2010024792 A JP 2010024792A
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- isolation device
- outer frame
- seismic isolation
- conical surface
- circular outer
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- Vibration Prevention Devices (AREA)
Abstract
Description
本発明は、軽量建築の構造物に設置され、免震装置は基礎と建物を分離するので、台風の発生時や地震発生時に、建物が浮き上がるのを防止する浮力抑止機能を備えた交換手段を有する転がり免震装置に連動する浮力抑止機能を有しない小型化した免震装置で、交換手段を有する転がり免震装置は建物の隅や要所に配置し、連動する転がり免震装置は、それ以外の中間の柱の位置毎に配置し、地震の揺動に対応する連動する転がり免震装置に関するものである。 Since the present invention is installed in a lightweight building structure and the seismic isolation device separates the foundation and the building, an exchange means equipped with a buoyancy suppression function that prevents the building from floating in the event of a typhoon or an earthquake occurs. in seismic isolation device miniaturized without buoyancy suppression function rolling is linked to seismic isolation device comprising, isolator rolling having exchange means is disposed in the corner and key points of the building, the isolator rolling interlocked, it This is related to a rolling seismic isolation device that is arranged at each intermediate column position other than, and is linked to cope with earthquake oscillation.
従来の免震装置は、地震動に対応して基礎と建物を分離し、地震時、地盤と基礎の揺れを上部建物に伝わるのを防止する装置ですが、建物が軽量なため台風時に建物の外壁に風圧がかかると、上部建物がずれたり飛ばされる危険性があるので、免震装置の中に浮力抑止機能を装置し、メンテナンス上免震装置自体の交換手段と、分解組立機能等の装置が設けてあるので多岐に渡り形が大きくなり、交換手段を有する転がり免震装置の制作費が嵩んでいた。 The conventional seismic isolation apparatus, in response to the ground motion to separate the foundation and building, earthquake at the time, but is a device to prevent the transmitted through the shaking of the ground and the foundation at the top the building, the building of the building at the time of lightweight for typhoon outer wall When wind pressure is applied, since there is a risk that the upper building skipped or deviation, and apparatus buoyancy inhibit feature in the seismic isolation device, and exchanging means of the maintenance on the seismic isolation device itself, the device, such as exploded function Since it is provided, the shape has become large and the production cost of the rolling seismic isolation device having the exchange means has increased.
しかしながら、上記した浮力抑止機能の装置や、交換手段や、分解組立等の装置を設けると装置自体が大形となり製作費が嵩むので、建物の柱の位置毎の全箇所に配置することは、消費者の負担が多くなっていた。
この発明は上記した従来技術の問題点を解決するためになされたものであり、その目的とするところは、多岐に渡る諸機能を装置した免震装置は、建物の隅と中間の要所に配置すれば充分にその目的を果たすことができるので、他の中間の柱の位置毎には多岐に渡る諸機能を有しない、水平方向にみに転動する簡易的な小型の免震装置を配置することを最も主要な特徴とする。 This invention has been made to solve the problems of the prior art described above, it is an object of the isolator that device the functions a wide range, the key point between the middle and corners of the building Because it can fulfill its purpose if it is placed in a simple, small and simple seismic isolation device that rolls only in the horizontal direction without having various functions for each position of the other intermediate pillar. The most important feature is the arrangement.
本発明の連動する転がり免震装置は、免震装置載設台の上部に下部円錐面受皿を設け、土台の下部に固定した円筒体の下部に上部受皿を設け、対向下部円錐面受皿と上部受皿の対向する面に球体を転動自在に配置し、球体を帯輪で保持された帯輪の外側に複数の帯輪支持部材を設け、帯輪支持部材の上面に板ばねを設け、円形外枠と上部円形外枠との間の隙間を帯輪支持部材が摺動し、帯輪支持部材の上面に設けた板ばねと共に、建物の外壁にかかる微風程度での揺動を抑制し、地震時の揺動に適応して転動するという効果があり、下部円錐面受皿は、地震の揺動が済んだ時点で、円錐面の中心に向かって球体が転動し、建物を元の位置に復帰するという効果がある。 Interlocking rolling seismic isolation device of the present invention, the lower conical surface pan provided above the isolator mounting設台, the upper pan provided below the cylindrical body is fixed to the lower portion of the base, and the opposite lower conical surface saucer Spheres are arranged on the opposing surfaces of the upper tray so that they can roll, and a plurality of belt support members are provided outside the belt rings that are held by the belt rings, and a leaf spring is provided on the top surface of the belt support members , The band support member slides in the gap between the circular outer frame and the upper circular outer frame, and together with the leaf spring provided on the upper surface of the band support member, it suppresses swinging on the outer wall of the building with a slight wind. , Ri effect there that rolls adapted to swing at the time of the earthquake, the lower conical surface saucer, at the time that finished the swing of the earthquake, the sphere is rolling toward the center of the conical surface, the building There is an effect of returning to the original position .
以下、添付図面を参照して、本発明を実施するための最良の形態を説明する。 The best mode for carrying out the present invention will be described below with reference to the accompanying drawings.
図1、図2、図5に示すように、連動する転がり免震装置1は、ベタ基礎コンクリート36の上面に、複数の連動する転がり免震装置1を配置し、ベタ基礎コンクリート36の上面に、免震装置載設台30を設け、免震装置載設台30の上部に下部円錐面受皿2を設け、円筒体8の上部に設けた上部プレート9を、土台11の下面に複数の緊結ボルト10で緊結し、円筒体8の内側下部に上部受皿3を設け、下部円錐面受皿2と、上部受皿3の対向する間に帯輪5で保持された球体4を配置し、球体4の転動に合わせて、帯輪5の外側に設けた複数の帯輪支持部材6が円形外枠7と上部円形外枠との間の隙間7aを摺動し、地震動のエネルギーを上部構造物に伝わるのを防止するものです、帯輪5の外側に設けた複数の帯輪支持部材6の上面に板ばね6aを設け、帯輪支持部材6が円形外枠7と上部円形外枠7bとの間の隙間7aを摺動し、建物の外壁に微風程度の風圧がかかっても、板ばね6aの弾力で建物の揺動を防止するものである。
As shown in FIGS. 1, 2, and 5, the interlocking rolling
円筒体8の上部プレート9を水平に設け、上部プレート9に設けた複数のボルト孔から、土台11のボルト孔10aに緊結ボルトを挿入して、プレート9と土台11とを緊結するものです。
The
ベタ基礎コンクリート36の上面の所定の位置に、複数のコンクリートプラズ34を植え込み、平板の枠32に設けた複数の孔32aにコンクリートプラズ34を挿入し、平板の枠32を水平に設置し、平板の枠32の内寄りの上面に正方形外枠33を設け、該正方形外枠の内側に十文字に組んだ下部円錐面受支持部材31を設け、平板の枠32の中央部分に切欠32aを設け、正方形外枠33の内側にモルタル35を充填し、平板の枠32の下側共にモルタル35が凝固して固定する。平板の枠32の上面に設けた正方形外枠33の内側に十文字に組んだ下部円錐面受皿支持部材31を設け、各下部円錐面受皿支持部材31の各外側上部に三角形部材31aを延設し、下部円錐面受皿支持部材31の中央の十文字部分に十文字部材31bを延設し、三角形部材31aの上部の内側に切欠31cを設け、三角形部材31aの切欠31c部分と、十文字部材31bの上部に集中荷重を受ける下部円錐面受皿2を嵌設して固定する。
In a predetermined position of the upper surface of the
図6の実施例は、下部円錐面受皿2の上面に円形外枠7を設け、円形外枠7の上部に上部円形外枠7bを設け、円形外枠7と上部円形外枠7bを円形外枠7の外側に設けたねじ螺嵌部材7cと上部ねじ羅挿部材7dとを着脱自在にビス7eで螺着し、円形外枠7と上部円形外枠7bとの間に隙間7aを設け、帯輪支持部材6の上面に設けた板ばね6aが、隙間7aを摺動して球体4の転動を抑制し、微風程度で建物が揺動するのを防止するものである。
In the embodiment of FIG. 6, a circular
地震国の日本は、建物に設置する免震装置が強く求められているが、免震装置は特殊な装置にため、設置費が嵩み、予算の少ない人は免震装置まで手が届かなかった、本発明は予算の少ない人にも設置可能な簡易で安価なものにした。 Japan, an earthquake-prone country, strongly demands seismic isolation devices to be installed in buildings. However, since seismic isolation devices are special devices, installation costs increase, and people with small budgets cannot reach seismic isolation devices. In addition, the present invention is simple and inexpensive that can be installed even for people with a small budget.
1連動する転がり免震装置
2下部円錐面受皿
3上部受皿
4球体
5帯輪
6帯輪支持部材
6a板ばね
7円形外枠
7a隙間
7b上部円形外枠
7cねじ螺嵌部材
7d上部ねじ螺嵌部材
7eビス
8円筒体
9上部プレート
10緊結ボルト
10aボルト孔
11土台
12柱
30免震装置載設台
31下部円錐面受皿支持部材
31a三角形部材
31b十文字部材
31c切欠
32平板の枠
33正方形外枠
34コンクリートプラグ
34a孔
35モルタル
36ベタ基礎コンクリート
1 Interlocking rolling seismic isolation device
2 Lower conical tray
3 Upper tray
4 sphere
5-band
6-band support member
6a leaf spring
7 Circular outer frame
7a clearance
7b Upper circular outer frame
7c screw threaded member
7d top screw threaded member
7e screw
8 cylinder
9 Upper plate
10 Tightening bolt
10a bolt hole
11 foundation
12 pillars
30 Base mount
31 Lower conical tray support member
31a triangular member
31b cross member
31c cutout
32 flat frame
33 square outline
34 concrete plug
34a hole
35 mortar
36 solid foundation concrete
Claims (4)
Priority Applications (1)
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JP2008190775A JP4268213B1 (en) | 2008-07-24 | 2008-07-24 | Interlocking rolling seismic isolation device |
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JP2008190775A JP4268213B1 (en) | 2008-07-24 | 2008-07-24 | Interlocking rolling seismic isolation device |
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JP4268213B1 JP4268213B1 (en) | 2009-05-27 |
JP2010024792A true JP2010024792A (en) | 2010-02-04 |
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JP2008190775A Expired - Fee Related JP4268213B1 (en) | 2008-07-24 | 2008-07-24 | Interlocking rolling seismic isolation device |
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JP2014163215A (en) * | 2013-02-27 | 2014-09-08 | Joho Kagaku Kenkyusho:Kk | Oil film slider base isolation method and oil film slider base isolation foundation structure |
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CN113756445B (en) * | 2021-09-17 | 2022-07-12 | 上海大学 | Prefabricated assembled shock insulation support |
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Cited By (1)
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JP2014163215A (en) * | 2013-02-27 | 2014-09-08 | Joho Kagaku Kenkyusho:Kk | Oil film slider base isolation method and oil film slider base isolation foundation structure |
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