JP2005163281A - Attaching structure of laminated rubber base-isolated support device - Google Patents

Attaching structure of laminated rubber base-isolated support device Download PDF

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JP2005163281A
JP2005163281A JP2003400039A JP2003400039A JP2005163281A JP 2005163281 A JP2005163281 A JP 2005163281A JP 2003400039 A JP2003400039 A JP 2003400039A JP 2003400039 A JP2003400039 A JP 2003400039A JP 2005163281 A JP2005163281 A JP 2005163281A
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laminated rubber
seismic isolation
isolation device
mounting
mounting plate
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JP4631274B2 (en
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Masayoshi Ikenaga
雅良 池永
Osamu Kochiyama
修 河内山
Takahito Nakamura
崇仁 仲村
Tomotaka Wake
知貴 和氣
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Oiles Industry Co Ltd
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Oiles Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an attaching structure of a laminated rubber base-isolated support device capable of using even for a structure with a large aspect ratio and inexpensively constituting in a simple structure. <P>SOLUTION: The attaching structure 4 for attaching a laminated rubber base-isolated support device 1 to a foundation 2 is provided with an attaching plate 8 fixed through a bolt 7 at the inside of the circular external edge 6 of the lower end face 5 to the lower end face 5 of the vibration base-isolated support device 1 and an attaching plate 12 fixedly attached to the attaching plate 8 through a bolt 11 and fixedly attached through an anchor bolt 10 to the attaching face 9 of the foundation 2, facing the lower end face 5 of the base-isolated support device 1, in the inner side than the outer edge 6 of the lower end face 5. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、構造物を免震支持する積層ゴム免震支承装置を基礎又は構造物に取り付けるための取付構造に関する。   The present invention relates to a mounting structure for mounting a laminated rubber seismic isolation device for base-isolating and supporting a structure to a foundation or a structure.

特開平10−306616号公報Japanese Patent Laid-Open No. 10-306616 特開平10−317715号公報Japanese Patent Laid-Open No. 10-317715 特開平11−153191号公報JP-A-11-153191 特開平11−182091号公報JP-A-11-182091 特開2001−98790号公報JP 2001-98790 A 特開2001−124142号公報JP 2001-124142 A

粘弾性層と剛性層とを互いに加硫接着して交互に積層してなる積層ゴム免震支承装置は、基礎と構造物との間に介装されて地震等による基礎の振動に対して構造物の振動を免震し構造物の損壊を防止する。   The laminated rubber seismic isolation device, in which the viscoelastic layer and the rigid layer are alternately laminated by vulcanizing and bonding, is interposed between the foundation and the structure and is structured against the vibration of the foundation caused by earthquakes, etc. Isolates the vibration of objects and prevents damage to structures.

積層ゴム免震支承装置は、構造物の鉛直方向の荷重に対しては剛性を示し地震等による基礎の水平方向の振動に対しては弾性を示すようになっている結果、構造物を支持できて上述の通りの免震効果を発揮できるが、粘弾性層と剛性層とを互いに加硫接着してなる積層ゴムを用いるものであるから鉛直方向の引張り力に対してはそれ程大きな抵抗力を有していない。   The laminated rubber seismic isolation device can support the structure as a result of being rigid against the vertical load of the structure and elastic against the horizontal vibration of the foundation due to earthquakes, etc. The seismic isolation effect can be demonstrated as described above, but it uses laminated rubber made by vulcanizing and bonding the viscoelastic layer and the rigid layer to each other. I don't have it.

ところで、近年で益々多く建築される超高層建物にも免震支承装置が用いられているが、超高層建物のアスペクト比(塔状比)が大きくなると、地震、風等による超高層建物の振動、横揺れの際に免震支承装置に大きな鉛直方向の引張り力が作用する場合があり、斯かる大きな鉛直方向の引張り力を生じさせる超高層建物に対して積層ゴム免震支承装置を用いるとその積層ゴムに損壊が生じたり粘弾性層にボイド等の内部欠陥が生じて免震機能が得られなくなる虞がある。   By the way, seismic isolation devices are also used in high-rise buildings that are built more and more in recent years, but when the aspect ratio (tower-like ratio) of high-rise buildings increases, vibrations of high-rise buildings due to earthquakes, winds, etc. In the case of rolling, a large vertical tensile force may act on the seismic isolation bearing device, and if a laminated rubber seismic isolation device is used for a high-rise building that generates such a large vertical tensile force, There is a possibility that the laminated rubber may be damaged, or internal defects such as voids may be generated in the viscoelastic layer, resulting in failure to obtain the seismic isolation function.

以上の問題点を解決しようとして特許文献1から6に記載の技術が提案されているが、いずれも構造が複雑であってコストアップを招来し取付構造としてそれ程満足し得るものではない。   The techniques described in Patent Documents 1 to 6 have been proposed in order to solve the above-mentioned problems, but none of them is so satisfactory as an attachment structure because the structure is complicated and the cost is increased.

本発明は、前記諸点に鑑みてなされたものであって、その目的とするところは、積層ゴム免震支承装置へ大きな鉛直方向の引張り力が作用することを防止できて大きな鉛直方向の引張り力に起因する積層ゴム免震支承装置の損壊の虞をなくし得、而して、アスペクト比の大きい構造物にも積層ゴム免震支承装置を用いることができる上に、構造が簡単であって安価に構成し得る積層ゴム免震支承装置の取付構造を提供することにある。   The present invention has been made in view of the above-mentioned points, and the object of the present invention is to prevent a large vertical pulling force from acting on the laminated rubber seismic isolation device, and a large vertical pulling force. This eliminates the risk of damage to the laminated rubber seismic isolation device due to the structure. Therefore, the laminated rubber seismic isolation device can be used for structures with a large aspect ratio, and the structure is simple and inexpensive. Another object of the present invention is to provide a mounting structure for a laminated rubber seismic isolation device that can be configured as follows.

積層ゴム免震支承装置を基礎又は構造物に取り付けるための本発明の第一の態様の積層ゴム免震支承装置の取付構造は、積層ゴム免震支承装置の一方の端面に固着された一方の取付板と、積層ゴム免震支承装置の一方の端面の外縁よりも外側で一方の取付板に固着されていると共にこの一方の取付板に固着されている部位よりも内側において積層ゴム免震支承装置の一方の端面に対面する基礎又は構造物の取付面に固着されている他方の取付板とを具備している。   The mounting structure of the laminated rubber seismic isolation device according to the first aspect of the present invention for attaching the laminated rubber seismic isolation device to the foundation or structure is the one fixed to one end surface of the laminated rubber seismic isolation device. The laminated rubber seismic isolation bearing is fixed to one mounting plate on the outer side of the outer edge of one end face of the mounting plate and the laminated rubber seismic isolation device, and on the inner side of the part fixed to the one mounting plate. And the other mounting plate fixed to the mounting surface of the foundation or structure facing one end surface of the apparatus.

第一の態様の取付構造によれば、積層ゴム免震支承装置の一方の端面の外縁よりも外側で一方の取付板に固着されている他方の取付板が一方の取付板に固着されている部位よりも内側において積層ゴム免震支承装置の一方の端面に対面する基礎又は構造物の取付面に固着されている結果、大きな力で構造物が基礎から離反するように浮き上がる際に、両取付板の相互の固着部位が上方に移動できるため、取付板の曲げ剛性を利用し得て、一方の取付板における積層ゴム免震支承装置の一方の端面への固着部位と他方の取付板への固着部位との間の部分及び他方の取付板における基礎又は構造物の取付面への固着部位と一方の取付板への固着部位との間の部分のうちの少なくとも一方の部分に容易に変形を生じさせることができ、而して、この変形により積層ゴム免震支承装置へ大きな鉛直方向の引張り力が作用することを防止でき、しかも、大きな鉛直方向の引張り力の積層ゴム免震支承装置への作用を重ね合わされた取付板でもって防止できる結果、構造が簡単であって安価に構成し得る。   According to the mounting structure of the first aspect, the other mounting plate that is fixed to one mounting plate outside the outer edge of one end surface of the laminated rubber seismic isolation device is fixed to one mounting plate. As a result of being fixed to the foundation or structure mounting surface facing one end surface of the laminated rubber seismic isolation device on the inner side of the part, both mountings are required when the structure is lifted away from the foundation with a large force. Since the mutual fixing part of the plate can move upward, the bending rigidity of the mounting plate can be used, and the fixing part on one end surface of the laminated rubber seismic isolation device on one mounting plate and the other mounting plate It is easy to deform at least one of the portion between the fixing portion and the portion between the fixing portion of the other mounting plate to the mounting surface of the foundation or the structure and the fixing portion to one mounting plate. Can be produced, and this Depending on the shape, it is possible to prevent a large vertical tensile force from acting on the laminated rubber seismic isolation device, and to prevent the large vertical tensile force from acting on the laminated rubber seismic isolation device with a superimposed mounting plate. As a result, the structure is simple and can be constructed at low cost.

本発明の取付構造は、重ね合わされた二枚の取付板をもって構成できるのであるが、三枚以上の取付板を重ね合わせて構成してもよく、また積層ゴム免震支承装置の一方の端面を例えば基礎に取り付けるために本発明の取付構造を適用する場合に、積層ゴム免震支承装置の他方の端面を構造物に取り付けるためにも本発明の取付構造を適用してもよく、この逆に、積層ゴム免震支承装置の一方の端面を例えば構造物に取り付けるために本発明の取付構造を適用する場合に、積層ゴム免震支承装置の他方の端面を基礎に取り付けるためにも本発明の取付構造を適用してもよい。   Although the mounting structure of the present invention can be configured with two stacked mounting plates, it may be configured by stacking three or more mounting plates, and one end surface of the laminated rubber seismic isolation bearing device may be formed. For example, when the mounting structure of the present invention is applied for mounting on a foundation, the mounting structure of the present invention may be applied to mount the other end face of the laminated rubber seismic isolation bearing device to a structure, and vice versa. When the mounting structure of the present invention is applied to attach one end surface of a laminated rubber seismic isolation device to a structure, for example, the other end surface of the laminated rubber seismic isolation device can also be attached to the foundation. A mounting structure may be applied.

一方の取付板は、本発明の第二の態様の取付構造のようにボルトを介して積層ゴム免震支承装置の一方の端面に固着されていても、これと共に又はこれに代えて、本発明の第三の態様の取付構造のように積層ゴム免震支承装置の一方の端面に加硫接着されて固着されていてもよい。また一方の取付板は、本発明の第四の態様の取付構造のように、積層ゴム免震支承装置の一方の端面の外縁の内側で当該積層ゴム免震支承装置の一方の端面に固着され、本発明の第五の態様の取付構造のように、積層ゴム免震支承装置に一定以上の積層方向の引張り力が加えられようとする場合、積層ゴム免震支承装置の一方の端面及び他方の取付板への夫々の固着部を除く部位で変形を生じて他方の取付板から離反するような剛性を有しているとよい。   Even if one of the mounting plates is fixed to one end surface of the laminated rubber seismic isolation device via a bolt as in the mounting structure of the second aspect of the present invention, the present invention can be used together with or instead of this. As in the mounting structure of the third aspect of the present invention, it may be fixed by being vulcanized and bonded to one end face of the laminated rubber seismic isolation bearing device. One mounting plate is fixed to one end surface of the laminated rubber seismic isolation device inside the outer edge of one end surface of the laminated rubber seismic isolation device as in the mounting structure of the fourth aspect of the present invention. When a tensile force in the laminating direction of a certain level or more is applied to the laminated rubber seismic isolation device as in the mounting structure of the fifth aspect of the present invention, one end surface and the other of the laminated rubber seismic isolation device It is good to have rigidity which produces a deformation | transformation in the site | part except each adhering part to the other mounting plate, and leaves | separates from the other mounting plate.

他方の取付板は、本発明の第六の態様の取付構造のようにアンカーボルトを介して基礎又は構造物の取付面に固着されていてもよく、また本発明の第七の態様の取付構造のように積層ゴム免震支承装置の一方の端面の外縁の内側で基礎又は構造物の取付面に固着されているとよい。他方の取付板もまた、本発明の第八の態様の取付構造のように、積層ゴム免震支承装置に一定以上の積層方向の引張り力が加えられようとする場合、基礎又は構造物の取付面及び一方の取付板への夫々の固着部を除く部位で変形を生じて基礎又は構造物の取付面から離反するような剛性を有しているとよい。   The other mounting plate may be fixed to the mounting surface of the foundation or structure via an anchor bolt as in the mounting structure of the sixth aspect of the present invention, and the mounting structure of the seventh aspect of the present invention. Thus, it is preferable that the laminated rubber seismic isolation device is fixed to the mounting surface of the foundation or structure inside the outer edge of one end face. When the other mounting plate is subjected to a tensile force in the stacking direction of a certain level or more in the laminated rubber seismic isolation device as in the mounting structure according to the eighth aspect of the present invention, the mounting plate or structure is attached. It is good to have the rigidity which produces a deformation | transformation in the site | part except each fixed part to a surface and one attachment plate, and separates from the attachment surface of a foundation or a structure.

両取付板の変形は弾性変形であることが好ましいが多少の塑性変形があってもよく、また両取付板の積層方向の剛性は互いに等しく又は異なっていてもよい。   The deformation of both mounting plates is preferably elastic deformation, but there may be some plastic deformation, and the rigidity in the stacking direction of both mounting plates may be the same or different from each other.

積層ゴム免震支承装置は、好ましい例では本発明の第九の態様の取付構造のように粘弾性層と剛性層とが互いに加硫接着されて交互に積層されている積層ゴムを有しており、好ましい他の例では本発明の第十の態様の取付構造のように粘弾性層と剛性層とが互いに加硫接着されて交互に積層されていると共に積層方向に伸びた少なくとも一つの円柱状の中空部を有した積層ゴムと、この積層ゴムの中空部に充填された鉛プラグとを有しており、これらの態様の場合、一方の取付板は、本発明の第十一の態様の取付構造のように積層ゴムの一方の端面の剛性層、好ましくは厚肉剛性層に螺着されたボルトを介して積層ゴム免震支承装置の一方の端面に固着されていても、本発明の第十二の態様の取付構造のように積層ゴムの一方の端面の粘弾性層への加硫接着を介して積層ゴム免震支承装置の一方の端面に固着されていてもよい。   In a preferred example, the laminated rubber seismic isolation device has a laminated rubber in which a viscoelastic layer and a rigid layer are vulcanized and bonded to each other like the attachment structure of the ninth aspect of the present invention. In another preferable example, as in the mounting structure of the tenth aspect of the present invention, the viscoelastic layer and the rigid layer are vulcanized and bonded to each other and alternately stacked, and at least one circle extending in the stacking direction. It has a laminated rubber having a columnar hollow part and a lead plug filled in the hollow part of this laminated rubber. In these embodiments, one mounting plate is the eleventh aspect of the present invention. Even if it is fixed to one end face of the laminated rubber seismic isolation device via a bolt that is screwed to a rigid layer on one end face of the laminated rubber, preferably a thick rigid layer, as in the mounting structure of Viscoelasticity of one end face of laminated rubber like the mounting structure of the twelfth aspect It may be fixed to one end surface of the laminated rubber seismic isolation bearings device through vulcanization adhesion to.

積層ゴム免震支承装置は、本発明の第十三の態様の取付構造のようにその他方の端面に固着された更に他の取付板を介して構造物又は基礎の取付面に固着されており、斯かる他の取付板は、本発明の第十四の態様の取付構造のようにボルト又は加硫接着を介して積層ゴム免震支承装置の他方の端面に固着されているとよく、ここで、第九又は第十の態様の取付構造のように粘弾性層と剛性層とを互いに加硫接着して交互に積層してなる積層ゴムを積層ゴム免震支承装置が有している場合には、他の取付板は、積層ゴムの他方の端面の剛性層、好ましくは厚肉剛性層に螺着されたボルトを介して積層ゴム免震支承装置の他方の端面に固着されていても、積層ゴムの他方の端面の粘弾性層への加硫接着を介して積層ゴム免震支承装置の他方の端面に固着されていてもよい。   The laminated rubber seismic isolation device is fixed to the mounting surface of the structure or the foundation via another mounting plate fixed to the other end surface as in the mounting structure of the thirteenth aspect of the present invention. The other mounting plate is preferably fixed to the other end surface of the laminated rubber seismic isolation device through bolts or vulcanized adhesive as in the mounting structure of the fourteenth aspect of the present invention. In the case where the laminated rubber seismic isolation device has laminated rubber formed by alternately vulcanizing and bonding viscoelastic layers and rigid layers to each other as in the mounting structure of the ninth or tenth aspect The other mounting plate may be fixed to the other end face of the laminated rubber seismic isolation device via a bolt screwed to the rigid layer on the other end face of the laminated rubber, preferably a thick rigid layer. The other end face of the laminated rubber seismic isolation device through vulcanization adhesion to the viscoelastic layer of the other end face of the laminated rubber It may be fixed.

本発明によれば、積層ゴム免震支承装置へ大きな鉛直方向の引張り力が作用することを防止できて大きな鉛直方向の引張り力に起因する積層ゴム免震支承装置の損壊の虞をなくし得、而して、アスペクト比の大きい構造物にも積層ゴム免震支承装置を用いることができる上に、構造が簡単であって安価に構成し得る積層ゴム免震支承装置の取付構造を提供することができる。   According to the present invention, it is possible to prevent a large vertical tensile force from acting on the laminated rubber seismic isolation device, and to eliminate the possibility of damaging the laminated rubber seismic isolation device due to the large vertical tensile force, Thus, it is possible to use a laminated rubber seismic isolation device for structures having a large aspect ratio, and to provide a mounting structure for a laminated rubber seismic bearing device that is simple in structure and can be constructed at low cost. Can do.

次に本発明を、図に示す好ましい実施の形態の例を参照して更に詳細に説明する。なお、本発明はこれらの例に何等限定されないのである。   The invention will now be described in more detail with reference to the preferred embodiment examples shown in the drawings. The present invention is not limited to these examples.

図1及び図2において、積層ゴム免震支承装置1を基礎2又は構造物3、例えば基礎2に取り付けるための本例の取付構造4は、積層ゴム免震支承装置1の一方の端面、本例では下端面5に当該下端面5の環状の外縁6の内側で複数のボルト7を介して固着された一方の取付板8と、積層ゴム免震支承装置1の下端面5の外縁6よりも外側で取付板8に複数のボルト11を介して固着されていると共に取付板8に固着されている部位(複数のボルト11による螺合部位)よりも内側であって下端面5の外縁6よりも内側において積層ゴム免震支承装置1の下端面5に対面する基礎2の取付面9に複数のアンカーボルト10を介して固着されている他方の取付板12とを具備している。   1 and 2, the mounting structure 4 of this example for mounting the laminated rubber seismic isolation device 1 to the foundation 2 or the structure 3, for example, the foundation 2, includes one end face of the laminated rubber seismic isolation device 1, In the example, one mounting plate 8 fixed to the lower end surface 5 via a plurality of bolts 7 inside the annular outer edge 6 of the lower end surface 5 and the outer edge 6 of the lower end surface 5 of the laminated rubber seismic isolation device 1. Further, the outer edge 6 of the lower end surface 5 is fixed to the mounting plate 8 on the outer side through a plurality of bolts 11 and is further on the inner side than the portion fixed to the mounting plate 8 (the screwed portion by the plurality of bolts 11). Further, the other mounting plate 12 fixed to the mounting surface 9 of the foundation 2 facing the lower end surface 5 of the laminated rubber seismic isolation bearing device 1 via a plurality of anchor bolts 10 is provided.

アスペクト比が大きい高層建築物からなる構造物3の鉛直方向の荷重を受けて当該構造物3を支持する積層ゴム免震支承装置1は、ゴム、減衰ゴム等からなる複数の粘弾性層21と鋼板等からなる複数の剛性層22とが互いに加硫接着されて交互に積層されている積層ゴム23を有しており、剛性層22は、下端面5側に配された厚肉鋼板からなる剛性層25と、他方の端面である上端面26側に配された厚肉鋼板からなる剛性層27と、剛性層25と剛性層27との間に配された複数枚の薄肉鋼板からなる剛性層28とからなり、斯かる積層ゴム免震支承装置1において、取付板8は積層ゴム23の一方の端面でもある下端面5の剛性層25に螺着されたボルト7を介して積層ゴム免震支承装置1の下端面5に固着されている。   The laminated rubber seismic isolation device 1 that receives the vertical load of the structure 3 made of a high-rise building having a large aspect ratio and supports the structure 3 includes a plurality of viscoelastic layers 21 made of rubber, damping rubber, and the like. A plurality of rigid layers 22 made of steel plates and the like have laminated rubbers 23 alternately laminated by vulcanization bonding, and the rigid layers 22 are made of thick steel plates disposed on the lower end surface 5 side. A rigid layer 25, a rigid layer 27 made of a thick steel plate disposed on the upper end surface 26 side which is the other end surface, and a rigidity made of a plurality of thin steel plates arranged between the rigid layer 25 and the rigid layer 27 In such a laminated rubber seismic isolation device 1, the mounting plate 8 is laminated rubber-free through a bolt 7 screwed to the rigid layer 25 on the lower end surface 5, which is also one end surface of the laminated rubber 23. The seismic bearing device 1 is fixed to the lower end surface 5.

夫々鋼板からなる取付板8と取付板12とは互いに重ね合わされており、アンカーボルト10は基礎2に埋設されている。   The mounting plate 8 and the mounting plate 12 each made of a steel plate are overlapped with each other, and the anchor bolt 10 is embedded in the foundation 2.

積層ゴム免震支承装置1は、その他方の端面である上端面26に固着された更に他の取付板31を介して構造物3の下面32に固着されており、構造物3に埋め込まれた複数のスタッドボルト33を介して構造物3に固着された鋼板からなる取付板31は、ボルト又は加硫接着を介して、本例では複数のボルト34を介して積層ゴム免震支承装置1の上端面26に固着、より具体的には積層ゴム23の上端面26側の剛性層27に螺着された複数のボルト34を介して積層ゴム免震支承装置1の上端面26に固着されている。   The laminated rubber seismic isolation bearing device 1 is fixed to the lower surface 32 of the structure 3 through still another mounting plate 31 fixed to the upper end surface 26 which is the other end surface, and is embedded in the structure 3. The mounting plate 31 made of a steel plate fixed to the structure 3 via a plurality of stud bolts 33 is connected to the laminated rubber seismic isolation device 1 via a plurality of bolts 34 in this example via bolts or vulcanization adhesion. Fixed to the upper end surface 26, more specifically, fixed to the upper end surface 26 of the laminated rubber seismic isolation device 1 via a plurality of bolts 34 screwed to the rigid layer 27 on the upper end surface 26 side of the laminated rubber 23. Yes.

以上の取付構造4は、地震が生じて基礎2が水平方向Hに振動すると、斯かる基礎2の振動を積層ゴム23に伝達することになり、積層ゴム23はその粘弾性層21を介して水平方向Hに剪断変形して基礎2の水平方向Hの振動に拘わらず構造物3を免震して支持する。   In the mounting structure 4 described above, when an earthquake occurs and the foundation 2 vibrates in the horizontal direction H, the vibration of the foundation 2 is transmitted to the laminated rubber 23, and the laminated rubber 23 passes through the viscoelastic layer 21. The structure 3 is sheared and deformed in the horizontal direction H, and the structure 3 is isolated and supported regardless of the vibration in the horizontal direction H of the foundation 2.

ところで、大きな地震又は風により構造物3が水平方向Hに振動すると共に構造物3のロッキングで基礎2から構造物3が浮き上がろうとして積層ゴム免震支承装置1の積層ゴム23に一定以上の積層方向の引張り力が加えられようとすると、図3に示すように、取付板8は、積層ゴム23の下端面5及び取付板12への夫々の固着部(ボルト7及び11の部位)を除く環状の部分35で変形を生じて取付板12から離反する一方、取付板12もまた、基礎2の取付面9及び取付板8への夫々の固着部(アンカーボルト10及びボルト11の部位)を除く環状の部分36で変形を生じて基礎2の取付面9から離反し、積層ゴム免震支承装置1の積層ゴム23に一定以上の積層方向の引張り力が加えられられないようにする。   By the way, the structure 3 vibrates in the horizontal direction H due to a large earthquake or wind, and the structure 3 is lifted from the foundation 2 due to the locking of the structure 3, so that the structure 3 rises above the laminated rubber 23 of the laminated rubber seismic isolation device 1. When the tensile force in the stacking direction is applied, as shown in FIG. 3, the mounting plate 8 is fixed to the lower end surface 5 of the laminated rubber 23 and the mounting plate 12 (parts of bolts 7 and 11). While the annular portion 35 is deformed to be separated from the mounting plate 12, the mounting plate 12 is also fixed to the mounting surface 9 of the base 2 and the mounting plate 8 (the portions of the anchor bolt 10 and the bolt 11). The annular portion 36 except for) is deformed so as to be separated from the mounting surface 9 of the foundation 2 so that a tensile force in a laminating direction of a certain level or more is not applied to the laminated rubber 23 of the laminated rubber seismic isolation device 1. .

このように取付板8は、積層ゴム免震支承装置1に一定以上の積層方向の引張り力が加えられようとする場合、積層ゴム免震支承装置1の下端面5及び取付板12への夫々の固着部を除く部分35で変形を生じて取付板12から離反するような剛性を有しており、取付板12もまた、積層ゴム免震支承装置1に一定以上の積層方向の引張り力が加えられようとする場合、基礎2の取付面9及び取付板8への夫々の固着部を除く部分36で変形を生じて基礎2の取付面9から離反するような剛性を有している。   As described above, the mounting plate 8 is applied to the lower end surface 5 and the mounting plate 12 of the laminated rubber seismic isolation device 1 when a tensile force in the laminating direction of a certain level or more is applied to the laminated rubber seismic isolation device 1. The portion 35 excluding the fixed portion is deformed so as to be separated from the mounting plate 12, and the mounting plate 12 also has a tensile force in the stacking direction of a certain level or more on the laminated rubber seismic isolation device 1. When adding, it has the rigidity which produces a deformation | transformation in the part 36 except each attachment surface 9 of the foundation 2, and each adhering part to the attachment board 8, and leaves | separates from the attachment surface 9 of the foundation 2. FIG.

以上の取付構造4によれば、積層ゴム免震支承装置1の下端面5の外縁6よりも外側で取付板8に固着されている取付板12が取付板8に固着されている部位よりも内側において積層ゴム免震支承装置1の下端面5に対面する基礎2の取付面9に固着されている結果、大きな力で構造物3が基礎2から離反するように浮き上がる際に、両取付板8及び12の相互の固着部位が上方に移動できるため、取付板8及び12の曲げ剛性を利用し得て、取付板8における積層ゴム23の下端面5への固着部位と取付板12への固着部位との間の部分35及び取付板12における基礎2の取付面9への固着部位と取付板8への固着部位との間の部分36に容易に変形を生じさせることができ、而して、この変形により積層ゴム23へ大きな鉛直方向の引張り力が作用することを防止でき、しかも、大きな鉛直方向の引張り力の積層ゴム23への作用を重ね合わされた取付板8及び12でもって防止できる結果、構造が簡単であって安価に構成し得る。   According to the mounting structure 4 described above, the mounting plate 12 fixed to the mounting plate 8 on the outer side of the outer edge 6 of the lower end surface 5 of the laminated rubber seismic isolation device 1 is more than the portion fixed to the mounting plate 8. As a result of being fixed to the mounting surface 9 of the foundation 2 facing the lower end surface 5 of the laminated rubber seismic isolation device 1 on the inside, both mounting plates are used when the structure 3 is lifted away from the foundation 2 with a large force. Since the mutual fixing portions of 8 and 12 can move upward, the bending rigidity of the mounting plates 8 and 12 can be used, and the fixing portion to the lower end surface 5 of the laminated rubber 23 in the mounting plate 8 and the mounting plate 12 can be used. The portion 35 between the fixing portion and the portion 36 between the fixing portion of the mounting plate 12 to the mounting surface 9 of the foundation 2 and the fixing portion to the mounting plate 8 can be easily deformed. Due to this deformation, a large vertical pull is applied to the laminated rubber 23. As a result, it is possible to prevent a large vertical tensile force from being exerted on the laminated rubber 23 by the superimposed mounting plates 8 and 12. As a result, the structure is simple and the structure is inexpensive. obtain.

ところで積層ゴム免震支承装置1としては、図4に示すような積層ゴム免震支承装置1でもよく、斯かる積層ゴム免震支承装置1は、ゴム、減衰ゴム等からなる複数の粘弾性層21と鋼板等からなる複数の剛性層22とが互いに加硫接着されて交互に積層されていると共に積層方向に伸びた円柱状の中空部41を有した積層ゴム23と、積層ゴム23の中空部41に充填された鉛プラグ42とを有しており、鉛プラグ42を有した積層ゴム免震支承装置1を用いることにより地震、風等などに起因する構造物3の水平方向Hの振動を可及的に速やかに減衰できるので好ましい。   By the way, the laminated rubber seismic isolation device 1 may be a laminated rubber seismic isolation device 1 as shown in FIG. 4, and the laminated rubber seismic isolation device 1 includes a plurality of viscoelastic layers made of rubber, damping rubber, or the like. 21 and a plurality of rigid layers 22 made of steel plates or the like are alternately laminated by vulcanization bonding, and a laminated rubber 23 having a cylindrical hollow portion 41 extending in the laminating direction, and a hollow of the laminated rubber 23 And the horizontal vibration H of the structure 3 caused by an earthquake, a wind, etc. by using the laminated rubber seismic isolation device 1 having the lead plug 42. Can be attenuated as quickly as possible.

また図4に示すように、取付構造4は、取付板12に加えて取付板51を更に具備していてもよく、この場合、取付板51は、当該取付板51に螺合した複数のボルト52を介して積層ゴム免震支承装置1の下端面5の外縁6よりも内側で取付板12に固着されている一方、積層ゴム免震支承装置1の下端面5に対面する基礎2の取付面9に下端面5の外縁6よりも外側で複数のアンカーボルト10を介して固着されており、而して、積層ゴム免震支承装置1の下端面5の外縁6よりも外側で取付板8にボルト11を介して固着されている取付板12は、取付板8に固着されている部位よりも内側において積層ゴム免震支承装置1の下端面5に対面する基礎2の取付面9にボルト52及び取付板51を介して固着されることになる。   As shown in FIG. 4, the mounting structure 4 may further include a mounting plate 51 in addition to the mounting plate 12. In this case, the mounting plate 51 includes a plurality of bolts screwed to the mounting plate 51. The base 2 is fixed to the mounting plate 12 on the inner side of the outer edge 6 of the lower end surface 5 of the laminated rubber seismic isolation device 1 via 52, while facing the lower end surface 5 of the laminated rubber seismic isolation device 1. It is fixed to the surface 9 via a plurality of anchor bolts 10 on the outer side of the outer edge 6 of the lower end surface 5, and thus the mounting plate on the outer side of the outer edge 6 of the lower end surface 5 of the laminated rubber seismic isolation device 1. The mounting plate 12 fixed to the base plate 8 with bolts 11 is attached to the mounting surface 9 of the foundation 2 facing the lower end surface 5 of the laminated rubber seismic isolation device 1 inside the portion fixed to the mounting plate 8. It is fixed via the bolt 52 and the mounting plate 51.

図4に示すように取付板12に加えて取付板12に重ね合わされた取付板51を更に具備している取付構造4によれば、積層ゴム免震支承装置1に一定以上の積層方向の引張り力が加えられようとする場合、取付板8及び12の変形に加えて取付板51の同様の変形を得ることができる結果、積層ゴム23への大きな鉛直方向の引張り力の作用をより確実に防止できる。   As shown in FIG. 4, in addition to the mounting plate 12, the mounting structure 4 further includes a mounting plate 51 superimposed on the mounting plate 12. When a force is to be applied, in addition to the deformation of the mounting plates 8 and 12, the same deformation of the mounting plate 51 can be obtained, and as a result, the action of a large vertical tensile force on the laminated rubber 23 can be ensured. Can be prevented.

取付板8は、積層ゴム23の下端面5側が剛性層22に代えて粘弾性層21からなる場合には、斯かる粘弾性層21への加硫接着を介して積層ゴム免震支承装置1の下端面5に加硫接着されて固着されていてもよく、取付板31も同様であって、積層ゴム23の上端面26側が剛性層22に代えて粘弾性層21からなる場合には、粘弾性層21への加硫接着を介して積層ゴム免震支承装置1の上端面26に加硫接着されて固着されていてもよい。   When the lower end surface 5 side of the laminated rubber 23 is composed of the viscoelastic layer 21 instead of the rigid layer 22, the mounting plate 8 is provided with the laminated rubber seismic isolation bearing device 1 through vulcanization adhesion to the viscoelastic layer 21. The bottom plate 5 may be bonded by vulcanization and fixed, and the mounting plate 31 is the same, and when the upper end surface 26 side of the laminated rubber 23 is composed of the viscoelastic layer 21 instead of the rigid layer 22, It may be fixed by being vulcanized and bonded to the upper end surface 26 of the laminated rubber seismic isolation device 1 through vulcanized adhesion to the viscoelastic layer 21.

また上記例では取付構造4を基礎2及び積層ゴム免震支承装置1の間に介在させたが、これに代えて若しくはこれと共に構造物3及び積層ゴム免震支承装置1の間に介在させてもよく、更に、上記では積層ゴム免震支承装置1並びに取付板8、12、31及び51の夫々を円柱状並びに円盤状に構成したが、本発明はこれらに限定されず角柱状並びに角板状(四角及び多角形を含む)に構成してもよい。   In the above example, the mounting structure 4 is interposed between the base 2 and the laminated rubber seismic isolation device 1, but instead of or together with this, the structure 3 and the laminated rubber seismic isolation device 1 are interposed. Further, in the above description, the laminated rubber seismic isolation device 1 and the mounting plates 8, 12, 31 and 51 are each formed in a columnar shape and a disc shape. However, the present invention is not limited to these, and a prismatic shape and a square plate shape. You may comprise in a shape (a square and a polygon are included).

本発明の好ましい実施の形態の一例の断面図である。It is sectional drawing of an example of preferable embodiment of this invention. 図1に示すII−II線矢視断面説明図である。It is II-II arrow sectional view explanatory drawing shown in FIG. 図1に示す例の動作説明図である。It is operation | movement explanatory drawing of the example shown in FIG. 本発明の好ましい実施の形態の他の例の断面図である。It is sectional drawing of the other example of preferable embodiment of this invention.

符号の説明Explanation of symbols

1 積層ゴム免震支承装置
2 基礎
3 構造物
4 取付構造
5 下端面
6 外縁
7 ボルト
8 取付板
9 取付面
10 アンカーボルト
11 ボルト
12 取付板
DESCRIPTION OF SYMBOLS 1 Laminated rubber seismic isolation device 2 Foundation 3 Structure 4 Mounting structure 5 Lower end surface 6 Outer edge 7 Bolt 8 Mounting plate 9 Mounting surface 10 Anchor bolt 11 Bolt 12 Mounting plate

Claims (15)

積層ゴム免震支承装置を基礎又は構造物に取り付けるための取付構造であって、積層ゴム免震支承装置の一方の端面に固着された一方の取付板と、積層ゴム免震支承装置の一方の端面の外縁よりも外側で一方の取付板に固着されていると共にこの一方の取付板に固着されている部位よりも内側において積層ゴム免震支承装置の一方の端面に対面する基礎又は構造物の取付面に固着されている他方の取付板とを具備している積層ゴム免震支承装置の取付構造。   An attachment structure for attaching a laminated rubber seismic isolation device to a foundation or a structure, wherein one mounting plate fixed to one end surface of the laminated rubber seismic isolation device and one of the laminated rubber seismic isolation devices The foundation or structure of the foundation or structure facing one end surface of the laminated rubber seismic isolation device is fixed to one mounting plate outside the outer edge of the end surface and inside the portion fixed to the one mounting plate. A structure for mounting a laminated rubber seismic isolation device including the other mounting plate fixed to the mounting surface. 一方の取付板は、ボルトを介して積層ゴム免震支承装置の一方の端面に固着されている請求項1に記載の積層ゴム免震支承装置の取付構造。   The mounting structure of the laminated rubber seismic isolation device according to claim 1, wherein the one mounting plate is fixed to one end surface of the laminated rubber seismic isolation device via a bolt. 一方の取付板は、積層ゴム免震支承装置の一方の端面に加硫接着されて固着されている請求項1又は2に記載の積層ゴム免震支承装置の取付構造。   The mounting structure of a laminated rubber seismic isolation device according to claim 1 or 2, wherein the one mounting plate is vulcanized and bonded to one end face of the laminated rubber seismic isolation device. 一方の取付板は、積層ゴム免震支承装置の一方の端面の外縁の内側で当該積層ゴム免震支承装置の一方の端面に固着されている請求項1から3のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The one mounting plate is fixed to one end surface of the laminated rubber seismic isolation device inside the outer edge of one end surface of the laminated rubber seismic isolation device. Mounting structure for laminated rubber seismic isolation device. 一方の取付板は、積層ゴム免震支承装置に一定以上の積層方向の引張り力が加えられようとする場合に、積層ゴム免震支承装置の一方の端面及び他方の取付板への夫々の固着部を除く部位で変形を生じて他方の取付板から離反するような剛性を有している請求項1から4のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   One mounting plate is fixed to one end surface of the laminated rubber seismic isolation device and the other mounting plate when a tensile force in the laminating direction of a certain level or more is applied to the laminated rubber seismic isolation device. The mounting structure of the laminated rubber seismic isolation device according to any one of claims 1 to 4, wherein the structure has a rigidity that causes deformation at a portion excluding the portion and separates from the other mounting plate. 他方の取付板は、アンカーボルトを介して基礎又は構造物の取付面に固着されている請求項1から5のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The mounting structure for a laminated rubber seismic isolation device according to any one of claims 1 to 5, wherein the other mounting plate is fixed to a mounting surface of a foundation or a structure via an anchor bolt. 他方の取付板は、積層ゴム免震支承装置の一方の端面の外縁の内側で基礎又は構造物の取付面に固着されている請求項1から6のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   7. The laminated rubber seismic isolation according to claim 1, wherein the other mounting plate is fixed to the mounting surface of the foundation or the structure inside the outer edge of one end face of the laminated rubber seismic isolation device. Mounting structure for the bearing device. 他方の取付板は、積層ゴム免震支承装置に一定以上の積層方向の引張り力が加えられようとする場合、基礎又は構造物の取付面及び一方の取付板への夫々の固着部を除く部位で変形を生じて基礎又は構造物の取付面から離反するような剛性を有している請求項1から7のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The other mounting plate is a part excluding the mounting surface of the foundation or structure and the respective fixing part to one mounting plate when a certain level of tensile force in the stacking direction is to be applied to the laminated rubber seismic isolation device The structure for mounting a laminated rubber seismic isolation device according to any one of claims 1 to 7, wherein the structure has a rigidity that causes deformation at a distance from the mounting surface of the foundation or structure. 積層ゴム免震支承装置は、粘弾性層と剛性層とが互いに加硫接着されて交互に積層されている積層ゴムを有している請求項1から8のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The laminated rubber seismic isolation device has a laminated rubber in which a viscoelastic layer and a rigid layer are laminated by alternately vulcanizing and bonding to each other, and the laminated rubber according to any one of claims 1 to 8. Mounting structure for seismic isolation bearing device. 積層ゴム免震支承装置は、粘弾性層と剛性層とが互いに加硫接着されて交互に積層されていると共に積層方向に伸びた少なくとも一つの円柱状の中空部を有した積層ゴムと、この積層ゴムの中空部に充填された鉛プラグとを有している請求項1から8のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The laminated rubber seismic isolation device includes a laminated rubber having at least one cylindrical hollow portion in which a viscoelastic layer and a rigid layer are alternately laminated by vulcanization bonding and extended in the laminating direction. The mounting structure of the laminated rubber seismic isolation device according to any one of claims 1 to 8, further comprising a lead plug filled in a hollow portion of the laminated rubber. 一方の取付板は、積層ゴムの一方の端面の剛性層に螺着されたボルトを介して積層ゴム免震支承装置の一方の端面に固着されている請求項9又は10に記載の積層ゴム免震支承装置の取付構造。   11. The laminated rubber immunity according to claim 9 or 10, wherein one mounting plate is fixed to one end surface of the laminated rubber seismic isolation device via a bolt screwed to a rigid layer on one end surface of the laminated rubber. Seismic support device mounting structure. 一方の取付板は、積層ゴムの一方の端面の粘弾性層への加硫接着を介して積層ゴム免震支承装置の一方の端面に固着されている請求項9から11のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The one mounting plate is fixed to one end surface of the laminated rubber seismic isolation device through vulcanization adhesion to the viscoelastic layer of one end surface of the laminated rubber. Mounting structure of the described laminated rubber seismic isolation device. 積層ゴム免震支承装置は、その他方の端面に固着された更に他の取付板を介して構造物又は基礎の取付面に固着されている請求項1から12のいずれか一項に記載の積層ゴム免震支承装置の取付構造。   The laminated rubber seismic isolation device is fixed to a structural or foundation mounting surface via another mounting plate fixed to the other end surface. Mounting structure of rubber seismic isolation device. 他の取付板は、ボルト又は加硫接着を介して積層ゴム免震支承装置の他方の端面に固着されている請求項13に記載の積層ゴム免震支承装置の取付構造。   The mounting structure of a laminated rubber seismic isolation device according to claim 13, wherein the other mounting plate is fixed to the other end surface of the laminated rubber seismic isolation device via bolts or vulcanization adhesion. 請求項1から14のいずれか一項に記載の積層ゴム免震支承装置の取付構造に用いるための積層ゴム免震支承装置。   A laminated rubber seismic isolation device for use in the mounting structure of the laminated rubber seismic isolation device according to any one of claims 1 to 14.
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Publication number Priority date Publication date Assignee Title
CN102191817A (en) * 2011-03-31 2011-09-21 华丰建设股份有限公司 Lead rubber bearing
JP2013122288A (en) * 2011-12-12 2013-06-20 Kajima Corp Base isolation structure

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JPH1038024A (en) * 1996-07-19 1998-02-13 Jdc Corp Rubber laminated structure as base isolation means
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CN102191817A (en) * 2011-03-31 2011-09-21 华丰建设股份有限公司 Lead rubber bearing
JP2013122288A (en) * 2011-12-12 2013-06-20 Kajima Corp Base isolation structure

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