JP4480708B2 - Seismic isolation device - Google Patents

Seismic isolation device Download PDF

Info

Publication number
JP4480708B2
JP4480708B2 JP2006305423A JP2006305423A JP4480708B2 JP 4480708 B2 JP4480708 B2 JP 4480708B2 JP 2006305423 A JP2006305423 A JP 2006305423A JP 2006305423 A JP2006305423 A JP 2006305423A JP 4480708 B2 JP4480708 B2 JP 4480708B2
Authority
JP
Japan
Prior art keywords
elastic member
seismic isolation
substrate
main shaft
support member
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 - Fee Related
Application number
JP2006305423A
Other languages
Japanese (ja)
Other versions
JP2008121768A (en
Inventor
泰徳 松中
Original Assignee
泰徳 松中
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 泰徳 松中 filed Critical 泰徳 松中
Priority to JP2006305423A priority Critical patent/JP4480708B2/en
Publication of JP2008121768A publication Critical patent/JP2008121768A/en
Application granted granted Critical
Publication of JP4480708B2 publication Critical patent/JP4480708B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Floor Finish (AREA)
  • Vibration Prevention Devices (AREA)

Description

本発明は、例えばビルやマンション等の構造物とその室内の床との間に設けられ、地震による構造物の揺れに対して室内側の揺れを吸収する免震装置に関するものである。   The present invention relates to a seismic isolation device that is provided between a structure such as a building or a condominium and a floor in the room, and absorbs the vibration on the indoor side against the vibration of the structure caused by an earthquake.

近年、例えばビルやマンションでは、地震による建物の倒壊を防止するため、耐震強度の高い構造のものが多くなっている。しかしながら、建物の倒壊は防ぐことができても、地震による揺れが激しい場合は、室内の家具が転倒したり、備品が飛散するなど、室側の被害が大きい場合がある。そこで、構造物のスラブと室内の床との間に免震装置を設け、免震装置によって部屋ごとに揺れを吸収するようにしたものが知られている(例えば、特許文献1参照。)。
特開平10−102750号公報
In recent years, for example, in buildings and condominiums, in order to prevent the collapse of buildings due to an earthquake, there are many structures having high earthquake resistance strength. However, even if it is possible to building collapse prevent, when the shaking caused by an earthquake is intense, or furniture in the room to tip over, such as the equipment is scattered, there is a case of a large damage in the chamber side. Therefore, a seismic isolation device is provided between the slab of the structure and the floor of the room, and the seismic isolation device absorbs shaking for each room (for example, see Patent Document 1).
JP-A-10-102750

ところで、前述のように免震装置によって部屋ごとに揺れを吸収するようにした場合では、床下のスペースが狭いことから小型の免震装置を用いる必要があるが、小型の免震装置では揺れを十分に吸収することができず、特に横揺れに対する水平方向の移動量が少ないという問題点があった。また、地震の揺れがなくなった後は、横揺れによって位置ずれした床が元の位置に復帰するようにしなければならないが、この場合は免震装置に水平方向の張力を付与する復帰バネを免震装置の外部に設ける必要があるため、復帰バネの設置スペースが別途必要となり、狭い床下への設置が困難になるという問題点があった。   By the way, if the seismic isolation device absorbs shaking for each room as described above, it is necessary to use a small seismic isolation device because the space under the floor is narrow. There is a problem in that the amount of movement in the horizontal direction with respect to roll cannot be sufficiently absorbed. In addition, after the shaking of the earthquake has ceased, the floor that has been displaced due to the rolling must return to its original position. In this case, a return spring that applies horizontal tension to the seismic isolation device is exempted. Since it is necessary to install it outside the seismic device, a separate installation space for the return spring is required, which makes it difficult to install under a narrow floor.

本発明は前記問題点に鑑みてなされたものであり、その目的とするところは、小型に構成した場合でも横揺れに対する水平方向の移動量を十分確保することができるとともに、免震対象物を元の位置に復帰させるためのバネを外部に別途設置する必要のない免震装置を提供することにある。   The present invention has been made in view of the above problems, and the object of the present invention is to secure a sufficient amount of movement in the horizontal direction with respect to rolls even when configured in a small size, and to provide a seismic isolation object. An object of the present invention is to provide a seismic isolation device that does not require a separate spring to be returned to the original position.

本発明は前記目的を達成するために、地震と共に揺れる構造物と免震対象物との間に配置され、構造物側から免震対象物側に伝わる地震の揺れを吸収する免震装置において、前記構造物に固定される第1の基板と、免震対象物に固定される第2の基板と、第2の基板を水平方向に移動自在に支持する支持部材と、第1の基板上に水平方向に移動自在に支持され、支持部材を上下方向に移動自在に支持する主軸と、主軸の外側に径方向に間隔をおいて配置され、第1の基板上に固定された円筒部材と、支持部材を上方に付勢する第1の弾性部材と、主軸と円筒部材との間に配置され、主軸に対する円筒部材の水平方向への移動による圧縮力によって弾性変形する第2の弾性部材と、第2の基板と支持部材に連結され、第2の基板に対する支持部材の水平方向の移動による引張力によって弾性変形する第3の弾性部材とを備えている。 In order to achieve the above object, the present invention provides a seismic isolation device that is disposed between a structure that is shaken with an earthquake and a seismic isolation object, and that absorbs the shaking of the earthquake transmitted from the structure side to the seismic isolation object side. A first substrate fixed to the structure, a second substrate fixed to the seismic isolation object, a support member that supports the second substrate so as to be movable in a horizontal direction, and the first substrate. A main shaft that is supported so as to be movable in the horizontal direction, and that supports the support member so as to be movable in the vertical direction; a cylindrical member that is disposed on the outer side of the main shaft at a radial interval and is fixed on the first substrate; A first elastic member that urges the support member upward; a second elastic member that is disposed between the main shaft and the cylindrical member, and that is elastically deformed by a compressive force generated by the horizontal movement of the cylindrical member with respect to the main shaft; A support portion connected to the second substrate and the support member and supporting the second substrate And a third elastic member elastically deformed by the tensile force of the by horizontal movement.

これにより、主軸に支持された支持部材が上下動することにより地震の縦揺れが吸収され、この上下動は第1の弾性部材によって緩衝される。また、円筒部材が主軸に対して水平方向に移動するとともに、主軸が第2の基板に対して水平方向に移動することにより、地震の横揺れが吸収され、これらの移動は第2及び第3の弾性部材によって緩衝される。即ち、構造物側の水平方向の移動に対し、円筒部材の移動と主軸の移動により、免震対象物側への横揺れが吸収される。また、地震の揺れがなくなった後は、第2の弾性部材の復元力によって主軸が円筒部材の中心位置に戻され、第3の弾性部材の復元力によって第2の基板がその中心位置に主軸が位置するように戻される。   Thus, the vertical movement of the earthquake is absorbed by the vertical movement of the support member supported by the main shaft, and the vertical movement is buffered by the first elastic member. In addition, the cylindrical member moves in the horizontal direction with respect to the main axis, and the main axis moves in the horizontal direction with respect to the second substrate, so that the roll of the earthquake is absorbed, and these movements are the second and third. It is buffered by the elastic member. That is, with respect to the horizontal movement on the structure side, the roll to the seismic isolation object side is absorbed by the movement of the cylindrical member and the movement of the main shaft. Further, after the shaking of the earthquake ceases, the main shaft is returned to the center position of the cylindrical member by the restoring force of the second elastic member, and the second substrate is moved to the center position by the restoring force of the third elastic member. Is returned to be positioned.

本発明の免震装置によれば、構造物側の水平方向の移動に対し、円筒部材の移動と主軸の移動により、免震対象物側への横揺れを吸収することができ、小型に構成した場合でも横揺れに対する水平方向の移動量を十分確保することができる。また、復帰用のバネを外部に別途設置しなくとも、主軸及び第2の基板を元の位置に確実に戻すことができるので、床下等の狭いスペースに設置する場合に極めて有利である。   According to the seismic isolation device of the present invention, the horizontal movement on the structure side can absorb the roll to the seismic isolation object side by the movement of the cylindrical member and the movement of the main shaft, and the structure is small. Even in such a case, it is possible to secure a sufficient amount of movement in the horizontal direction against rolling. In addition, the main shaft and the second substrate can be reliably returned to their original positions without separately providing a return spring, which is extremely advantageous when installing in a narrow space such as under the floor.

図1乃至図は本発明の一実施形態を示すもので、図1は免震装置の側面断面図、図2は図1のA−A線矢視方向断面図、図3は図1のB−B線矢視方向断面図、図4は免震装置の一部断面要部平面図、図5は免震装置の動作を示す側面断面図、図6は免震装置の設置状態を示す建物の側面断面図である。 1 to 6 show an embodiment of the present invention. FIG. 1 is a side cross-sectional view of the seismic isolation device, FIG. 2 is a cross-sectional view in the direction of arrows AA in FIG. 1, and FIG. 4 is a partial cross-sectional plan view of the seismic isolation device, FIG. 5 is a side sectional view showing the operation of the seismic isolation device, and FIG. 6 shows an installation state of the seismic isolation device. It is side surface sectional drawing of a building.

同図に示す免震装置1は、構造物に固定される第1の基板2と、免震対象物に固定される第2の基板3と、第2の基板3を水平方向に移動自在に支持する支持部材4と、第1の基板2上に水平方向に移動自在に支持され、支持部材4を上下方向に移動自在に支持する主軸5と、主軸5の径方向外側に配置され、第1の基板2上に水平方向に移動自在に支持された第1の円筒部材6と、第1の円筒部材6の径方向外側に配置され、第1の基板2上に固定された第2の円筒部材7と、支持部材4を上方に付勢する第1の弾性部材8と、主軸5に対する第1の円筒部材6の水平方向への移動及び第1の円筒部材6に対する第2の円筒部材7の水平方向への移動による圧縮力によって弾性変形する複数の第2の弾性部材9と、第2の基板3に対する支持部材4の水平方向の移動による引張力によって弾性変形する第3の弾性部材10とを備えている。 The seismic isolation device 1 shown in the figure includes a first substrate 2 fixed to a structure, a second substrate 3 fixed to the seismic isolation object, and the second substrate 3 movable in the horizontal direction. A support member 4 to be supported, a main shaft 5 that is supported on the first substrate 2 so as to be movable in the horizontal direction, and that supports the support member 4 so as to be movable in the vertical direction; A first cylindrical member 6 supported on a single substrate 2 so as to be movable in the horizontal direction, and a second cylindrical member disposed radially outside the first cylindrical member 6 and fixed on the first substrate 2. The cylindrical member 7, the first elastic member 8 that biases the support member 4 upward, the horizontal movement of the first cylindrical member 6 relative to the main shaft 5, and the second cylindrical member relative to the first cylindrical member 6 7 and a plurality of second elastic members 9 that are elastically deformed by a compressive force generated by the movement in the horizontal direction. And a third elastic member 10 elastically deformed by a tensile force due to the horizontal movement of the member 4.

第1の基板2は平板状の部材からなり、後述する構造物の上面に固定されるようになっている。   The 1st board | substrate 2 consists of a flat member, and is fixed to the upper surface of the structure mentioned later.

第2の基板3は平板状の部材からなり、その上面には後述する免震対象物が固定されるようになっている。第2の基板3にはその周縁から下方に延びる延設部3aが設けられ、延設部3aの下端には各第3の弾性部材10の一端が連結される複数の連結部3bが設けられている。   The 2nd board | substrate 3 consists of a flat member, and the seismic isolation object mentioned later is fixed to the upper surface. The second substrate 3 is provided with an extending portion 3a extending downward from the periphery thereof, and a plurality of connecting portions 3b to which one end of each third elastic member 10 is connected are provided at the lower end of the extending portion 3a. ing.

支持部材4は、前後方向及び左右方向に延びる梁状部材4aと、梁状部材4aの上面に固定された第1の支持板4bと、梁状部材4aの下面に固定された第2の支持板4cと、第2の基板3を水平方向に移動自在に支持する転動自在な複数のボール4dとからなり、梁状部材4aの両端には各第3の弾性部材10の他端を連結する連結部4eがそれぞれ設けられている。各ボール4dは第1の支持板4bの上面に前後方向及び左右方向に配列され、互いに仕切壁4fによって一つずつ仕切られている。   The support member 4 includes a beam-shaped member 4a extending in the front-rear direction and the left-right direction, a first support plate 4b fixed to the upper surface of the beam-shaped member 4a, and a second support fixed to the lower surface of the beam-shaped member 4a. It consists of a plate 4c and a plurality of rollable balls 4d that movably support the second substrate 3 in the horizontal direction, and the other ends of the respective third elastic members 10 are connected to both ends of the beam-like member 4a. Each of the connecting portions 4e is provided. Each ball 4d is arranged on the upper surface of the first support plate 4b in the front-rear direction and the left-right direction, and is partitioned by the partition wall 4f.

主軸5は、互いに上下方向に摺動自在に係合する円筒状の上側部材5a及び下側部材5bからなり、上側部材5aは支持部材4の第2の支持板4cに固定されている。下側部材5bの下面には第1の基板2に転動自在に接触する複数のボール5cが設けられ、各ボール5cは互いに主軸5の周方向に間隔をおいて配置されている。   The main shaft 5 includes a cylindrical upper member 5 a and a lower member 5 b that are slidably engaged with each other in the vertical direction. The upper member 5 a is fixed to the second support plate 4 c of the support member 4. A plurality of balls 5c are provided on the lower surface of the lower member 5b so as to be capable of rolling with the first substrate 2, and the balls 5c are arranged at intervals in the circumferential direction of the main shaft 5.

第1の円筒部材6は、互いに上下方向に摺動自在に係合する円筒状の上側部材6a及び下側部材6bからなり、上側部材6aは図示しないバネによって上方に付勢されている。上側部材6aの上端と下側部材6bの下端には、それぞれ支持部材4及び第1の基板2に転動自在に接触する複数のボール6cが設けられ、各ボール6cは互いに第1の円筒部材6の周方向に間隔をおいて配置されている。   The first cylindrical member 6 includes a cylindrical upper member 6a and a lower member 6b that are slidably engaged with each other in the vertical direction. The upper member 6a is biased upward by a spring (not shown). The upper end of the upper member 6a and the lower end of the lower member 6b are respectively provided with a plurality of balls 6c that are slidably in contact with the support member 4 and the first substrate 2, and each ball 6c is a first cylindrical member. 6 are arranged at intervals in the circumferential direction.

第2の円筒部材7は、互いに上下方向に摺動自在に係合する円筒状の上側部材7a及び下側部材7bからなり、上側部材7aは図示しない弾性部材によって上方に付勢されている。上側部材7aの上端には支持部材4に転動自在に接触する複数のボール7cが設けられ、各ボール7cは互いに第2の円筒部材7の周方向に間隔をおいて配置されている。また、下側部材7bは第1の基板2に固定されている。   The second cylindrical member 7 includes a cylindrical upper member 7a and a lower member 7b that are slidably engaged with each other in the vertical direction. The upper member 7a is urged upward by an elastic member (not shown). A plurality of balls 7c are provided at the upper end of the upper member 7a so as to be capable of rolling with the support member 4, and the respective balls 7c are arranged at intervals in the circumferential direction of the second cylindrical member 7. The lower member 7 b is fixed to the first substrate 2.

第1の弾性部材8は主軸5内に配置されたコイルスプリングからなり、その径方向内側には第1の弾性部材8よりも径の小さいコイルスプリングからなる補助弾性部材8aが設けられている。第1の弾性部材8及び補助弾性部材8aは支持部材4の下面と主軸5内の底面との間に圧縮状態で配置され、それぞれ支持部材4を上方に付勢している。   The first elastic member 8 includes a coil spring disposed in the main shaft 5, and an auxiliary elastic member 8 a including a coil spring having a smaller diameter than the first elastic member 8 is provided on the radially inner side. The first elastic member 8 and the auxiliary elastic member 8a are arranged in a compressed state between the lower surface of the support member 4 and the bottom surface in the main shaft 5, and respectively urge the support member 4 upward.

各第2の弾性部材9は主軸5の周方向に延びる環状の中空ゴムからなり、主軸5と第1の円筒部材6の間及び第1の円筒部材6と第2の円筒部材7の間にそれぞれ複数ずつ上下に積み重ねて配置されている。   Each second elastic member 9 is made of an annular hollow rubber extending in the circumferential direction of the main shaft 5, and is between the main shaft 5 and the first cylindrical member 6 and between the first cylindrical member 6 and the second cylindrical member 7. A plurality of them are stacked one above the other.

各第3の弾性部材10はコイルスプリングからなり、第2の基板3の連結部3bと支持部材4の連結部4eに引張状態で連結されている。この場合、各第3の弾性部材10は下端側が上端側よりも主軸5からの距離が遠くなるように斜めに設けられている。   Each third elastic member 10 is formed of a coil spring, and is connected to the connecting portion 3b of the second substrate 3 and the connecting portion 4e of the support member 4 in a tensioned state. In this case, each third elastic member 10 is provided obliquely such that the lower end side is farther from the main shaft 5 than the upper end side.

以上のように構成された免震装置1は、例えば図に示すようにビルやマンション等に設置される。即ち、構造物20のスラブ21と、免震対象物としての室内22の床23との間には複数の免震装置1が配置される。この場合、免震装置1の第1の基板2はスラブ21に固定され、第2の基板3は床23に固定される。 Seismic isolation device 1 configured as described above, for example, is installed in a building or apartment or the like as shown in FIG. That is, a plurality of seismic isolation devices 1 are arranged between the slab 21 of the structure 20 and the floor 23 of the room 22 as a seismic isolation object. In this case, the first substrate 2 of the seismic isolation device 1 is fixed to the slab 21, and the second substrate 3 is fixed to the floor 23.

ここで、地震により構造物20が揺れると、各免震装置1によって室内22への揺れが吸収される。その際、縦揺れに対しては、主軸5の上側部材5a、支持部材4及び第2の基板3が上下動し、これらの上下動は主軸5内の第1の弾性部材8の圧縮によって緩衝される。また、横揺れに対しては、図に示すように第2の円筒部材7が第1の円筒部材6に対して水平方向に移動するとともに、第1の円筒部材6が主軸5に対して水平方向に移動し、これらの移動は各第2の弾性部材9の圧縮によって緩衝される。更に、主軸5と共に支持部材4が水平方向に移動し、これらの移動は各第3の弾性部材10の伸長によって緩衝される。これにより、構造物20側の水平方向の移動Lに対し、各円筒部材6,7の移動L1 と主軸5及び支持部材4の移動L2 により、室内22側への横揺れが吸収される。地震の揺れがなくなった後は、各第2の弾性部材9の復元力によって主軸5が第2の円筒部材7の中心位置に戻され、各第3の弾性部材10の復元力によって第2の基板3がその中心位置に主軸5が位置するように戻される。 Here, when the structure 20 is shaken by an earthquake, the shake to the room 22 is absorbed by each seismic isolation device 1. At that time, the upper member 5 a of the main shaft 5, the support member 4, and the second substrate 3 move up and down with respect to pitching, and these vertical movements are buffered by the compression of the first elastic member 8 in the main shaft 5. Is done. Also, for the rolling, while moving in the horizontal direction with respect to the second cylindrical member 7 is first cylindrical member 6 as shown in FIG. 5, the first cylindrical member 6 to the main axis 5 It moves in the horizontal direction, and these movements are buffered by the compression of each second elastic member 9. Further, the support member 4 moves in the horizontal direction together with the main shaft 5, and these movements are buffered by the extension of each third elastic member 10. Thus, the horizontal movement L toward the interior 22 is absorbed by the movement L1 of the cylindrical members 6 and 7 and the movement L2 of the main shaft 5 and the support member 4 with respect to the horizontal movement L on the structure 20 side. After the shaking of the earthquake ceases, the main shaft 5 is returned to the center position of the second cylindrical member 7 by the restoring force of each second elastic member 9, and the second elastic member 10 restores the second axis by the restoring force of each third elastic member 10. The substrate 3 is returned so that the main shaft 5 is positioned at the center position.

このように、本実施形態の免震装置によれば、免震対象物側を支持する支持部材4を主軸5によって上下方向に移動自在に支持するとともに、主軸5に設けた第1の弾性部材8及び補助弾性部材8aによって支持部材4を上方に付勢するようにしたので、地震による縦揺れを効果的に吸収することができる。また、免震対象物に固定された第2の基板3を支持部材4によって水平方向に移動自在に支持するとともに、支持部材4を支持する主軸5を構造物20側に固定された第1の基板2上に水平方向に移動自在に支持するようにしたので、構造物20側の水平方向の移動Lに対し、各円筒部材6,7の移動L1 と主軸5及び支持部材4の移動L2 により、免震対象物側への横揺れを吸収することができ、小型に構成した場合でも横揺れに対する水平方向の移動量を十分確保することができる。この場合、地震の揺れがなくなった後は、各第2の弾性部材9及び各第3の弾性部材10によって主軸5及び第2の基板3が元の位置に戻されるので、復帰用のバネを外部に別途設置する必要がなく、床下の狭いスペースに設置する場合に極めて有利である。   Thus, according to the seismic isolation device of the present embodiment, the support member 4 that supports the seismic isolation object side is supported by the main shaft 5 so as to be movable in the vertical direction, and the first elastic member provided on the main shaft 5 Since the support member 4 is urged upward by the auxiliary elastic member 8a, the pitching due to the earthquake can be effectively absorbed. Further, the second substrate 3 fixed to the seismic isolation object is supported by the support member 4 so as to be movable in the horizontal direction, and the main shaft 5 supporting the support member 4 is fixed to the structure 20 side. Since it is supported on the substrate 2 so as to be movable in the horizontal direction, the movement L1 of the cylindrical members 6 and 7 and the movement L2 of the main shaft 5 and the support member 4 with respect to the horizontal movement L on the structure 20 side. Thus, the roll to the seismic isolation object side can be absorbed, and even in the case of a small configuration, a sufficient amount of horizontal movement with respect to the roll can be secured. In this case, after the shaking of the earthquake ceases, the main shaft 5 and the second substrate 3 are returned to their original positions by the second elastic members 9 and the third elastic members 10, so that the return spring is used. There is no need to install it outside, which is extremely advantageous when installing in a narrow space under the floor.

また、第1の弾性部材8と共に支持部材4を上方に付勢する補助弾性部材8aを備えているので、免震対象物の重量に応じて補助弾性部材8aを任意に設けることができ、汎用性の向上を図ることができる。この場合、補助弾性部材8aを第1の弾性部材8よりも径の小さいコイルスプリングによって形成し、補助弾性部材8aを第1の弾性部材8の径方向内側に配置するようにしたので、補助弾性部材8a用のスペースを別途確保する必要がなく、主軸5を大型化させることがないという利点がある。   In addition, since the auxiliary elastic member 8a for urging the support member 4 together with the first elastic member 8 is provided, the auxiliary elastic member 8a can be arbitrarily provided according to the weight of the seismic isolation object. It is possible to improve the performance. In this case, the auxiliary elastic member 8a is formed by a coil spring having a diameter smaller than that of the first elastic member 8, and the auxiliary elastic member 8a is disposed inside the first elastic member 8 in the radial direction. There is no need to separately secure a space for the member 8a, and there is an advantage that the main shaft 5 is not enlarged.

更に、第2の弾性部材9を主軸5の周方向に延びる中空状の環状ゴムによって形成したので、主軸5の周方向何れの位置においても常に中心方向に向かう弾性力を生じさせることができ、主軸5を各円筒部材6,7の中心位置に確実に戻すことができる。この場合、複数の第2の弾性部材9を互いに上下方向に積み重ねて配置するようにしたので、第2の弾性部材9の数により弾性力を免震対象物の規模等に応じて任意に設定することができ、しかも第2の弾性部材9の数が多くなっても径方向に大型化することがないという利点がある。   Furthermore, since the second elastic member 9 is formed of a hollow annular rubber extending in the circumferential direction of the main shaft 5, an elastic force that is always directed toward the central direction can be generated at any position in the circumferential direction of the main shaft 5, The main shaft 5 can be reliably returned to the center position of each cylindrical member 6, 7. In this case, since the plurality of second elastic members 9 are stacked in the vertical direction, the elastic force is arbitrarily set according to the size of the seismic isolation object, etc., depending on the number of the second elastic members 9. In addition, there is an advantage that even if the number of the second elastic members 9 increases, the size does not increase in the radial direction.

また、第3の弾性部材10を主軸5の周方向複数箇所に設けたので、第2の基板3を主軸5が中心になる位置に確実に戻すことができる。更に、第3の弾性部材10の一端を支持部材4の連結部4eに連結し、その他端を第2の基板3から支持部材4の連結部4eよりも下方に延びる延設部3aに連結するようにしたので、第3の弾性部材10を上下方向に伸縮するように配置することができ、第3の弾性部材10の伸縮スペースを主軸5の径方向に大きく確保する必要がないという利点がある。   In addition, since the third elastic member 10 is provided at a plurality of locations in the circumferential direction of the main shaft 5, the second substrate 3 can be reliably returned to the position where the main shaft 5 is the center. Furthermore, one end of the third elastic member 10 is connected to the connecting portion 4 e of the support member 4, and the other end is connected from the second substrate 3 to the extending portion 3 a extending downward from the connecting portion 4 e of the support member 4. Since it did in this way, the 3rd elastic member 10 can be arrange | positioned so that it may expand-contract to an up-down direction, and there exists an advantage that it is not necessary to ensure the expansion / contraction space of the 3rd elastic member 10 largely in the radial direction of the main axis | shaft 5. is there.

この場合、各第3の弾性部材10をそれぞれ下端側が上端側よりも主軸5からの距離が遠くなるように斜めに設けたので、第2の基板3と主軸5との間に常に水平方向の弾性力を付与することができ、主軸5に対する第2の基板3の位置をより確実に中心位置に保持することができる。   In this case, since each third elastic member 10 is provided obliquely so that the lower end side is farther from the main shaft 5 than the upper end side, the horizontal elastic member 10 is always horizontally disposed between the second substrate 3 and the main shaft 5. An elastic force can be applied, and the position of the second substrate 3 with respect to the main shaft 5 can be more reliably held at the center position.

尚、前記実施形態では、二つの円筒部材6,7を備えたものを示したが、1つのみ、または3つ以上の円筒部材を備えるようにしてもよい。また、前記実施形態では、ビル等の構造物20に対する室内22の揺れを吸収するようにしたものを示したが、本発明の免震装置は、ビル、マンション、一般家屋等の構造物全体と基礎との間に設けられるものにも適用することができる。   In addition, although the thing provided with the two cylindrical members 6 and 7 was shown in the said embodiment, you may make it provide only one or three or more cylindrical members. Moreover, in the said embodiment, although what was made to absorb the shaking of the room | chamber 22 with respect to structures 20, such as a building, the seismic isolation apparatus of this invention is the whole structures, such as a building, a condominium, and a general house. It can also be applied to those provided between the foundation.

本発明の一実施形態を示す免震装置の側面断面図Side surface sectional drawing of the seismic isolation apparatus which shows one Embodiment of this invention 図1のA−A線矢視方向断面図AA arrow direction sectional view of FIG. 図1のB−B線矢視方向断面図BB sectional view taken along line BB in FIG. 免震装置の一部断面要部平面図Partial cross-sectional plan view of seismic isolation device 免震装置の動作を示す側面断面図Side sectional view showing operation of seismic isolation device 免震装置の設置状態を示す建物の側面断面図Side sectional view of the building showing the installation status of seismic isolation devices

符号の説明Explanation of symbols

1…免震装置、2…第1の基板、3…第2の基板、3a…延設部、4…支持部材、5…主軸、6…第1の円筒部材、7…第2の円筒部材、8…第1の弾性部材、8a…補助弾性部材、9…第2の弾性部材、10…第の弾性部材、20…構造物、22…室内。 DESCRIPTION OF SYMBOLS 1 ... Seismic isolation apparatus, 2 ... 1st board | substrate, 3 ... 2nd board | substrate, 3a ... Extension part, 4 ... Support member, 5 ... Main axis | shaft, 6 ... 1st cylindrical member, 7 ... 2nd cylindrical member , 8 ... 1st elastic member, 8a ... Auxiliary elastic member, 9 ... 2nd elastic member, 10 ... 3rd elastic member, 20 ... Structure, 22 ... Indoor.

Claims (5)

地震と共に揺れる構造物と免震対象物との間に配置され、構造物側から免震対象物側に伝わる地震の揺れを吸収する免震装置において、
前記構造物に固定される第1の基板と、
免震対象物に固定される第2の基板と、
第2の基板を水平方向に移動自在に支持する支持部材と、
第1の基板上に水平方向に移動自在に支持され、支持部材を上下方向に移動自在に支持する主軸と、
主軸の外側に径方向に間隔をおいて配置され、第1の基板上に固定された円筒部材と、
支持部材を上方に付勢する第1の弾性部材と、
主軸と円筒部材との間に配置され、主軸に対する円筒部材の水平方向への移動による圧縮力によって弾性変形する第2の弾性部材と、
第2の基板と支持部材に連結され、第2の基板に対する支持部材の水平方向の移動による引張力によって弾性変形する第3の弾性部材とを備えた
ことを特徴とする免震装置。
In a seismic isolation device that is placed between a structure that is shaken with an earthquake and the seismic isolation object and absorbs the shaking of the earthquake transmitted from the structure side to the seismic isolation object side,
A first substrate fixed to the structure;
A second board fixed to the seismic isolation object;
A support member for supporting the second substrate movably in the horizontal direction;
A main shaft supported on the first substrate so as to be movable in the horizontal direction and supporting the support member so as to be movable in the vertical direction;
A cylindrical member disposed radially outside the main shaft and fixed on the first substrate;
A first elastic member for urging the support member upward;
A second elastic member disposed between the main shaft and the cylindrical member, and elastically deformed by a compressive force generated by the horizontal movement of the cylindrical member with respect to the main shaft;
And a third elastic member coupled to the second substrate and the support member and elastically deformed by a tensile force generated by the horizontal movement of the support member relative to the second substrate.
前記第1の弾性部材と共に支持部材を上方に付勢する補助弾性部材を備え、
第1の弾性部材をコイルスプリングによって形成するとともに、補助弾性部材を第1の弾性部材よりも径の小さいコイルスプリングによって形成し、補助弾性部材を第1の弾性部材の径方向内側に配置した
ことを特徴とする請求項1記載の免震装置。
An auxiliary elastic member for urging the support member upward together with the first elastic member;
The first elastic member is formed by a coil spring, the auxiliary elastic member is formed by a coil spring having a diameter smaller than that of the first elastic member, and the auxiliary elastic member is disposed on the radial inner side of the first elastic member. The seismic isolation device according to claim 1.
前記第2の弾性部材を主軸の周方向に延びる中空状の環状ゴムによって形成し、複数の第2の弾性部材を互いに上下方向に積み重ねて配置した
ことを特徴とする請求項1または2記載の免震装置。
The said 2nd elastic member is formed with the hollow annular rubber extended in the circumferential direction of a main axis | shaft, The several 2nd elastic member was mutually stacked | piled up and down, and it has arrange | positioned. Seismic isolation device.
前記第3の弾性部材を主軸の周方向複数箇所に設けるとともに、その一端を支持部材に連結し、その他端を第2の基板から支持部材との連結部よりも下方に延びる延設部に連結した
ことを特徴とする請求項1、2または3記載の免震装置。
The third elastic member is provided at a plurality of locations in the circumferential direction of the main shaft, and one end of the third elastic member is connected to the support member, and the other end is connected to an extending portion extending downward from the connection portion with the support member from the second substrate. The seismic isolation device according to claim 1, 2, or 3.
前記各第3の弾性部材をそれぞれ下端側が上端側よりも主軸からの距離が遠くなるように斜めに設けた
ことを特徴とする請求項4記載の免震装置。
5. The seismic isolation device according to claim 4, wherein each of the third elastic members is provided obliquely such that the lower end side is more distant from the main shaft than the upper end side.
JP2006305423A 2006-11-10 2006-11-10 Seismic isolation device Expired - Fee Related JP4480708B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006305423A JP4480708B2 (en) 2006-11-10 2006-11-10 Seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006305423A JP4480708B2 (en) 2006-11-10 2006-11-10 Seismic isolation device

Publications (2)

Publication Number Publication Date
JP2008121768A JP2008121768A (en) 2008-05-29
JP4480708B2 true JP4480708B2 (en) 2010-06-16

Family

ID=39506736

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006305423A Expired - Fee Related JP4480708B2 (en) 2006-11-10 2006-11-10 Seismic isolation device

Country Status (1)

Country Link
JP (1) JP4480708B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102049316B1 (en) * 2019-08-16 2019-11-27 (주)현대에이아이티 Double floor material with vibration damping function

Also Published As

Publication number Publication date
JP2008121768A (en) 2008-05-29

Similar Documents

Publication Publication Date Title
TWI683720B (en) Up and down shock-free device
JP2020504275A (en) Seismic isolation device
JP2010007859A (en) Isolation platform
JP2008208969A (en) Three-dimensional vibration removing device
KR101701810B1 (en) Seismic equipment
JP2010002047A5 (en)
JP4480708B2 (en) Seismic isolation device
JP5143116B2 (en) Seismic isolation device
JP6338563B2 (en) Tower structure
JP5352270B2 (en) Seismic isolation structure and building with seismic isolation structure
JP5601644B2 (en) Seismic isolation device with damping device and seismic isolation structure with damping device
JP2008101346A (en) Aseismic control structure
JPH11200661A (en) Vibration control method for connected structure
JP6531479B2 (en) Seismic isolation structure
JP5279798B2 (en) Base-isolated floor structure
JP4513095B2 (en) Isolation device
KR102116398B1 (en) Earthquake-proof apparatus for lightweight steel frame structure
JP2005249210A (en) Damping apparatus
JP3888887B2 (en) Seismic isolation device
JP2008240290A (en) Base-isolating device and its construction method
JP2009121096A (en) Base-isolated building
JP3138538U (en) Seismic pedestal and stepped wedge for preventing malfunction
JP2011069149A (en) Seismic isolation system
JP2003097086A (en) Base isolation building and construction method therefor
JP2012219879A (en) Vertical base isolation device

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090611

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090618

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090630

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100308

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100316

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130326

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4480708

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130326

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130326

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130326

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140326

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees