JP2018013235A - Laminated rubber bearing - Google Patents

Laminated rubber bearing Download PDF

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JP2018013235A
JP2018013235A JP2016155003A JP2016155003A JP2018013235A JP 2018013235 A JP2018013235 A JP 2018013235A JP 2016155003 A JP2016155003 A JP 2016155003A JP 2016155003 A JP2016155003 A JP 2016155003A JP 2018013235 A JP2018013235 A JP 2018013235A
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laminated rubber
rubber bearing
laminated
plug
reinforcing plate
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JP6927676B2 (en
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知貴 和氣
Tomotaka Wake
知貴 和氣
河内山 修
Osamu Kochiyama
修 河内山
崇仁 仲村
Takahito Nakamura
崇仁 仲村
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Oiles Industry Co Ltd
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Oiles Industry Co Ltd
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/40Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers consisting of a stack of similar elements separated by non-elastic intermediate layers
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means

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  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Architecture (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Springs (AREA)

Abstract

PROBLEM TO BE SOLVED: To suppress degradation of energy absorption performance in earthquake of long period, while keeping performance of a laminated rubber bearing in normal earthquake.SOLUTION: In a laminated rubber bearing 1 including a laminated rubber body 6 having at least one through hole 6a vertically penetrating through a laminated rubber portion configured by alternately laminating rubber layers 2 and reinforcement plates 3, and at least one attenuator plug (lead plug) 9 enclosed in the through hole, T≥26×T×Dis satisfied when Tis the total thickness of the reinforcement plates, Tis the total thickness of the rubber layers, and D is a diameter of the laminated rubber body in a case of the circular shape in a top view, a length of one side in a case of the square shape in the top view, and a length of a short side in a case of the rectangular shape in the top view, and an inner peripheral face of each of the reinforcement plates and an outer peripheral face of the attenuator plug are disposed while kept into contact with each other or close to each other. The reinforcement plates may have the thicknesses same as each other, or a part of the reinforcement plates may have the thickness larger than that of the other reinforcement plates.SELECTED DRAWING: Figure 1

Description

本発明は、積層ゴム支承に関し、特に、ゴム層と補強板とを交互に積層した積層ゴム体内に塑性金属や摩擦材等の振動エネルギーを吸収する際に発熱を伴う減衰体を具備した積層ゴム支承に関する。  The present invention relates to a laminated rubber bearing, and more particularly, a laminated rubber having a damping body that generates heat when absorbing vibration energy of a plastic metal, a friction material, or the like in a laminated rubber body in which rubber layers and reinforcing plates are alternately laminated. Regarding support.

上記積層ゴム支承の一例として、特許文献1には、図5に示すように、ゴム層82と補強板83とが交互に積層され、上下に厚肉鋼板84、85を有する積層ゴム体86と、上下構造物に各々取り付けられる取付用鋼板87、88と、取付用鋼板87、88と厚肉鋼板84、85との間で水平力を伝達すると共に、積層ゴム体86の貫通孔86aに鉛プラグ89を封入するために備えられたせん断キー90、91と、取付用鋼板87、88と厚肉鋼板84、85とを緊結するボルト93、94と、取付用鋼板87、88を上下構造物に取り付けるための穴95、96とで構成される積層ゴム支承81が記載されている。  As an example of the laminated rubber support, in Patent Document 1, as shown in FIG. 5, a laminated rubber body 86 in which rubber layers 82 and reinforcing plates 83 are alternately laminated, and has thick steel plates 84 and 85 above and below, In addition to transmitting the horizontal force between the mounting steel plates 87 and 88 and the mounting steel plates 87 and 88 and the thick steel plates 84 and 85 respectively attached to the upper and lower structures, lead is passed through the through holes 86a of the laminated rubber body 86. Shear keys 90, 91 provided for enclosing the plug 89, bolts 93, 94 for fastening the mounting steel plates 87, 88 and the thick steel plates 84, 85, and the mounting steel plates 87, 88 to the upper and lower structures. A laminated rubber bearing 81 composed of holes 95 and 96 for attaching to a rubber is described.

上記構成を有する積層ゴム支承81は、上部構造物と下部構造物との間に配置され、地震時等の外乱により上部構造物と下部構造物の水平相対変位によりせん断変形が生じると、水平荷重をゴム層82の弾性変形と、鉛プラグ89の塑性変形とにより減衰させるように動作する。  The laminated rubber bearing 81 having the above configuration is disposed between the upper structure and the lower structure, and when a shear deformation occurs due to a horizontal relative displacement between the upper structure and the lower structure due to a disturbance such as an earthquake, a horizontal load Is damped by elastic deformation of the rubber layer 82 and plastic deformation of the lead plug 89.

特開2015−45221号公報Japanese Patent Laying-Open No. 2015-45221

しかし、上記積層ゴム支承81は、長周期地震動等により多数回の繰返し変形を受けると、吸収したエネルギーにより鉛プラグ89が発熱し、温度上昇が要因となって積層ゴム支承81のエネルギー吸収性能が低下することが確認された。エネルギー吸収性能の低下が生じると、上部構造物の応答変位の増大が生じ、建物機能の維持に支障が生じるおそれがある。  However, when the laminated rubber bearing 81 is repeatedly deformed many times due to long-period ground motion or the like, the lead plug 89 generates heat due to the absorbed energy, and the energy absorption performance of the laminated rubber bearing 81 is caused by the temperature rise. It was confirmed that it decreased. When the energy absorption performance is reduced, the response displacement of the superstructure is increased, which may hinder the maintenance of the building function.

そこで、本発明は上記従来の積層ゴム支承における問題点に鑑みてなされたものであって、通常の地震時における性能を維持しながら、長時間地震時においてエネルギー吸収性能の低下を抑制することが可能な積層ゴム支承を提供することを目的とする。  Therefore, the present invention has been made in view of the problems in the conventional laminated rubber bearing described above, and suppresses a decrease in energy absorption performance during a long-time earthquake while maintaining the performance during a normal earthquake. The object is to provide a possible laminated rubber bearing.

上記目的を達成するため、本発明は、ゴム層と補強板とを交互に積層した積層ゴム部に上下方向に貫通する少なくとも1つの貫通孔を有する積層ゴム体と、前記貫通孔に封入された少なくとも1本の減衰体プラグとを備える積層ゴム支承において、前記補強板の総厚さをT、前記ゴム層の総厚さをT、前記積層ゴム体が上面視円形の場合には直径、上面視正方形の場合には一辺の長さ、又は上面視長方形の場合には短辺の長さをDとした場合に、T≧26×T×D−0.5であり、前記各々の補強板の内周面と、前記減衰体プラグの外周面とが当接又は近接して配置されることを特徴とする。In order to achieve the above object, the present invention provides a laminated rubber body having at least one through-hole penetrating vertically in a laminated rubber portion in which rubber layers and reinforcing plates are alternately laminated, and enclosed in the through-hole. In a laminated rubber bearing including at least one damping body plug, the total thickness of the reinforcing plate is T S , the total thickness of the rubber layer is T R , and the diameter is when the laminated rubber body is circular in top view. T S ≧ 26 × T R × D −0.5 , where D is the length of one side in the case of a square in a top view or the length of a short side in the case of a rectangle in a top view, The inner peripheral surface of each reinforcing plate and the outer peripheral surface of the attenuation body plug are arranged in contact with or close to each other.

本発明によれば、補強板の総厚さを一般的に用いられている積層ゴム支承の補強板の総厚さよりも大きくしたため、熱容量が大きくなると共に、各々の補強板の内周面と、減衰体プラグの外周面とを当接又は近接して配置したため、補強板の板厚が大きい分、減衰体プラグに蓄積された熱を効率よく外部に逃がすことができるため、長時間地震時における減衰体プラグの温度上昇を抑えることができる。これにより、通常の地震時における積層ゴム支承の性能を維持しながら、積層ゴム支承のエネルギー吸収性能の低下を抑制することが可能となる。  According to the present invention, since the total thickness of the reinforcing plate is larger than the total thickness of the reinforcing plate of the laminated rubber support that is generally used, the heat capacity increases, and the inner peripheral surface of each reinforcing plate, Since the outer peripheral surface of the attenuating body plug is in contact with or close to the outer surface, the heat accumulated in the attenuating body plug can be efficiently released to the outside due to the large thickness of the reinforcing plate. The temperature rise of the attenuation body plug can be suppressed. As a result, it is possible to suppress a decrease in energy absorption performance of the laminated rubber bearing while maintaining the performance of the laminated rubber bearing during a normal earthquake.

上記積層ゴム支承において、前記補強板の各々の厚さを同一にすることができ、一種類の補強板で本発明に係る積層ゴム支承を構成することができる。  In the laminated rubber bearing, the thickness of each of the reinforcing plates can be made the same, and the laminated rubber bearing according to the present invention can be constituted by a single type of reinforcing plate.

上記積層ゴム支承において、前記補強板の一部を、厚さが同じである他の補強板よりも厚くすることができる。補強板の一部の厚さを従来より厚くすることで本発明に係る積層ゴム支承を構成することができる。この際、一部の補強板を減衰体プラグの鉛直方向中央部に位置する1枚の補強板としてもよく、また、減衰体プラグの鉛直方向において、少なくとも1枚の他の補強板を介して互いに離間する複数の補強板とすることもできる。  In the laminated rubber bearing, a part of the reinforcing plate can be made thicker than other reinforcing plates having the same thickness. By making the thickness of a part of the reinforcing plate thicker than before, the laminated rubber bearing according to the present invention can be configured. At this time, a part of the reinforcing plates may be a single reinforcing plate located in the vertical center of the attenuation body plug, and at least one other reinforcing plate is interposed in the vertical direction of the attenuation body plug. A plurality of reinforcing plates can be separated from each other.

また、前記減衰体プラグを振動エネルギの吸収を塑性変形で行う減衰材料で形成してもよく、この減衰材料として、鉛、錫、亜鉛、アルミニウム、銅、ニッケル若しくはこれらの合金又は非鉛系低融点合金を用いることができる。  The damping plug may be formed of a damping material that absorbs vibration energy by plastic deformation. As the damping material, lead, tin, zinc, aluminum, copper, nickel, an alloy thereof, or a non-lead-based low A melting point alloy can be used.

さらに、前記減衰体プラグを振動エネルギの吸収を塑性流動で行う減衰材料で形成してもよく、この減衰材料として、熱硬化性樹脂と、ゴム粉とを含むものを用いることができる。  Further, the damping plug may be formed of a damping material that absorbs vibration energy by plastic flow. As the damping material, a material including a thermosetting resin and rubber powder can be used.

以上のように、本発明によれば、通常の地震時における性能を維持しながら、長時間地震時においてエネルギー吸収性能の低下を抑制することが可能な積層ゴム支承を提供することができる。  As described above, according to the present invention, it is possible to provide a laminated rubber bearing capable of suppressing a decrease in energy absorption performance during a long-time earthquake while maintaining performance during a normal earthquake.

本発明に係る積層ゴム支承の第1の実施形態を示し、(a)は上面図、(b)は(a)のA−A線断面図である。BRIEF DESCRIPTION OF THE DRAWINGS The 1st Embodiment of the laminated rubber bearing which concerns on this invention is shown, (a) is a top view, (b) is the sectional view on the AA line of (a). 本発明に係る積層ゴム支承の第2の実施形態を示し、(a)は上面図、(b)は(a)のB−B線断面図である。2nd Embodiment of the laminated rubber bearing which concerns on this invention is shown, (a) is a top view, (b) is the BB sectional drawing of (a). 本発明に係る積層ゴム支承の第3の実施形態を示し、(a)は上面図、(b)は(a)のC−C線断面図である。3rd Embodiment of the laminated rubber bearing which concerns on this invention is shown, (a) is a top view, (b) is CC sectional view taken on the line of (a). 本発明に係る積層ゴム支承の第4の実施形態を示し、(a)は上面図、(b)は(a)のD−D線断面図である。The 4th Embodiment of the laminated rubber bearing which concerns on this invention is shown, (a) is a top view, (b) is the DD sectional view taken on the line of (a). 従来の積層ゴム支承の一例を示し、(a)は上面図、(b)は(a)のE−E線断面図である。An example of the conventional laminated rubber bearing is shown, (a) is a top view and (b) is a cross-sectional view taken along line EE of (a).

次に、本発明を実施するための形態について図面を参照しながら詳細に説明する。  Next, embodiments for carrying out the present invention will be described in detail with reference to the drawings.

図1は、本発明に係る積層ゴム支承の第1の実施形態を示し、この積層ゴム支承1は、図5に示した積層ゴム支承81と同様、ゴム層2と補強板3とが交互に積層され、上下に厚肉鋼板4、5を有する積層ゴム体6と、上下構造物に各々取り付けられる取付用鋼板7、8と、取付用鋼板7、8と厚肉鋼板4、5との間で水平力を伝達すると共に、積層ゴム体6の貫通孔6aに減衰体プラグとしての鉛プラグ9を封入するために備えられたせん断キー10、11と、取付用鋼板7、8と厚肉鋼板4、5とを緊結するボルト13、14と、取付用鋼板7、8を上下構造物に取り付けるための穴15、16とで構成され、各々の補強板3の厚さが、図5に示した従来の積層ゴム支承81の補強板(標準的な補強板)83よりも厚く形成される。  FIG. 1 shows a first embodiment of a laminated rubber bearing according to the present invention. This laminated rubber bearing 1 has rubber layers 2 and reinforcing plates 3 alternately as in the laminated rubber bearing 81 shown in FIG. Laminated rubber bodies 6 that are laminated and have thick steel plates 4 and 5 above and below, mounting steel plates 7 and 8 that are respectively attached to the upper and lower structures, and between the mounting steel plates 7 and 8 and the thick steel plates 4 and 5 The shear keys 10, 11, the mounting steel plates 7, 8, and the thick-walled steel plates provided for enclosing the lead force 9 as the damping plug in the through-hole 6 a of the laminated rubber body 6 while transmitting the horizontal force 4 and 5 and bolts 13 and 14 for attaching the mounting steel plates 7 and 8 to the upper and lower structures 15 and 16, respectively. The thickness of each reinforcing plate 3 is shown in FIG. It is formed thicker than the reinforcing plate (standard reinforcing plate) 83 of the conventional laminated rubber support 81.

補強板3は、鋼板等で形成され、各々の補強板3の厚さは同一である。ここで、ゴム層2の総厚さをT、積層ゴム体6の直径をDとした場合に、補強板3の総厚さTを、T≧26×T×D−0.5と標準的な補強板の総厚さよりも大きく設定する。この式は、補強板3の厚さがゴム層2の1層厚さによって最小厚さが決まることを考慮し、現在商品化されている積層ゴム支承について積層ゴム体6の直径Dで基準化して実験的に導いた式である。また、各々の補強板3の内周面を鉛プラグ9の外周面に当接させる。The reinforcing plate 3 is formed of a steel plate or the like, and the thickness of each reinforcing plate 3 is the same. Here, when the total thickness of the rubber layer 2 is T R and the diameter of the laminated rubber body 6 is D, the total thickness T S of the reinforcing plate 3 is T S ≧ 26 × T R × D −0. 5 and larger than the total thickness of the standard reinforcing plate. In consideration of the fact that the thickness of the reinforcing plate 3 is determined by the thickness of one layer of the rubber layer 2, this equation is standardized by the diameter D of the laminated rubber body 6 for the laminated rubber support currently commercialized. This is an equation derived experimentally. Further, the inner peripheral surface of each reinforcing plate 3 is brought into contact with the outer peripheral surface of the lead plug 9.

上記構成を有する積層ゴム支承1は、上部構造物と下部構造物との間に配置され、地震時等の外乱により上部構造物と下部構造物の水平相対変位によりせん断変形が生じると、水平荷重をゴム層2の弾性変形と、鉛プラグ9の塑性変形とにより減衰させるように動作する。  The laminated rubber bearing 1 having the above-described configuration is disposed between the upper structure and the lower structure, and when a shear deformation occurs due to a horizontal relative displacement between the upper structure and the lower structure due to a disturbance such as an earthquake, a horizontal load Is damped by elastic deformation of the rubber layer 2 and plastic deformation of the lead plug 9.

ここで、上記積層ゴム支承1では、補強板3の厚さを補強板83よりも厚く設定したことで、補強板3と補強板83の枚数が同じである場合には、積層ゴム支承1の方が熱容量が大きくなると共に、板厚が大きい分、鉛プラグ9に蓄積された熱を効率よく外部に逃がすことができるため、長時間地震時における鉛プラグ9の温度上昇を抑えることができる。これにより、通常の地震時における積層ゴム支承1の性能を維持しながら、積層ゴム支承1のエネルギー吸収性能の低下を抑制することが可能となる。  Here, in the laminated rubber support 1, the thickness of the reinforcing plate 3 is set to be thicker than that of the reinforcing plate 83, so that when the number of the reinforcing plates 3 and the reinforcing plates 83 is the same, Since the heat capacity becomes larger and the plate thickness is larger, the heat accumulated in the lead plug 9 can be efficiently released to the outside, so that the temperature rise of the lead plug 9 during a long earthquake can be suppressed. Thereby, it becomes possible to suppress the fall of the energy absorption performance of the laminated rubber support 1, maintaining the performance of the laminated rubber support 1 at the time of a normal earthquake.

図2は、本発明に係る積層ゴム支承の第2の実施形態を示し、この積層ゴム支承21は、図5に示した積層ゴム支承81と同様、ゴム層22と補強板23とが交互に積層され、上下に厚肉鋼板24、25を有する積層ゴム体26と、上下構造物に各々取り付けられる取付用鋼板27、28と、取付用鋼板27、28と厚肉鋼板24、25との間で水平力を伝達すると共に、積層ゴム体26の貫通孔26aに鉛プラグ29を封入するために備えられたせん断キー30、31と、取付用鋼板27、28と厚肉鋼板24、25とを緊結するボルト33、34と、取付用鋼板27、28を上下構造物に取り付けるための穴35、36とで構成され、積層ゴム体26の鉛直方向中央部の補強板23aのみ板厚が他の補強板23の板厚より大きく形成される。  FIG. 2 shows a second embodiment of a laminated rubber bearing according to the present invention, and this laminated rubber bearing 21 has rubber layers 22 and reinforcing plates 23 alternately as in the laminated rubber bearing 81 shown in FIG. Laminated rubber bodies 26 that are stacked and have thick steel plates 24 and 25 above and below, mounting steel plates 27 and 28 that are respectively attached to the upper and lower structures, and between the mounting steel plates 27 and 28 and the thick steel plates 24 and 25. The shear keys 30, 31 provided for enclosing the lead plug 29 in the through hole 26a of the laminated rubber body 26, the mounting steel plates 27, 28, and the thick steel plates 24, 25 It consists of bolts 33 and 34 to be tightened and holes 35 and 36 for attaching the mounting steel plates 27 and 28 to the upper and lower structures, and only the reinforcing plate 23a at the center in the vertical direction of the laminated rubber body 26 has other plate thicknesses. It is formed larger than the thickness of the reinforcing plate 23 .

補強板23は、鋼板等で形成され、補強板23aの板厚を厚さが同じである他の補強板23よりも大きく形成し、補強板23aの厚さをt、補強板23aに発生する最大応力度をσ、積層ゴム体26に作用する鉛直面圧をσ、ゴム層22の1つの層の厚さをtとした場合に、t≧3.3t/((σ/σ)−2)とする。他の補強板23の厚さは、図5に示した従来の積層ゴム支承81の補強板83と同じ厚さとする。The reinforcing plate 23 is formed of a steel plate or the like, and the reinforcing plate 23a is formed thicker than other reinforcing plates 23 having the same thickness, and the thickness of the reinforcing plate 23a is generated at t S and the reinforcing plate 23a. the maximum stress intensity sigma m to the vertical plane pressure acting sigma c, the thickness of one layer of the rubber layer 22 in the case of the t r a laminated rubber body 26, t s ≧ 3.3t r / (( σ m / σ c ) -2). The other reinforcing plates 23 have the same thickness as that of the reinforcing plate 83 of the conventional laminated rubber support 81 shown in FIG.

また、上記第1の実施形態と同様、ゴム層22の総厚さをT、積層ゴム体26の直径をDとした場合に、補強板23の総厚さTを、T≧26×T×D−0.5と標準的な補強板の総厚さよりも大きく設定する。さらに、各々の補強板23(補強板23aを含む)の内周面を鉛プラグ29の外周面に当接させる。Similarly to the first embodiment, when the total thickness of the rubber layer 22 is T R and the diameter of the laminated rubber body 26 is D, the total thickness T S of the reinforcing plate 23 is T S ≧ 26. × T R × D is set to be large than -0.5 and a standard total thickness of the reinforcing plate. Further, the inner peripheral surface of each reinforcing plate 23 (including the reinforcing plate 23 a) is brought into contact with the outer peripheral surface of the lead plug 29.

上記構成を有する積層ゴム支承21は、上部構造物と下部構造物との間に配置され、地震時等の外乱により上部構造物と下部構造物の水平相対変位によりせん断変形が生じると、水平荷重をゴム層22の弾性変形と、鉛プラグ29の塑性変形とにより減衰させるように動作する。  The laminated rubber bearing 21 having the above-described configuration is disposed between the upper structure and the lower structure, and when a shear deformation occurs due to a horizontal relative displacement between the upper structure and the lower structure due to a disturbance such as an earthquake, a horizontal load Is damped by elastic deformation of the rubber layer 22 and plastic deformation of the lead plug 29.

ここで、上記積層ゴム支承21では、積層ゴム体26の鉛直方向中央部の補強板23aの板厚を大きくして補強板23の総厚さを従来よりも厚く設定したことで、熱容量が大きくなると共に、板厚が大きい分、鉛プラグ29に蓄積された熱を効率よく外部に逃がすことができるため、長時間地震時における鉛プラグ29の温度上昇を抑えることができる。これにより、通常の地震時における積層ゴム支承21の性能を維持しながら、積層ゴム支承21のエネルギー吸収性能の低下を抑制することが可能となる。  Here, in the laminated rubber support 21, the thickness of the reinforcing plate 23a at the central portion in the vertical direction of the laminated rubber body 26 is increased so that the total thickness of the reinforcing plate 23 is set thicker than before, so that the heat capacity is increased. In addition, since the heat accumulated in the lead plug 29 can be efficiently released to the outside due to the large plate thickness, the temperature rise of the lead plug 29 during a long earthquake can be suppressed. As a result, it is possible to suppress a decrease in the energy absorption performance of the laminated rubber bearing 21 while maintaining the performance of the laminated rubber bearing 21 during a normal earthquake.

図3は、本発明に係る積層ゴム支承の第3の実施形態を示し、この積層ゴム支承41は、図5に示した積層ゴム支承81と同様、ゴム層42と補強板43とが交互に積層され、上下に厚肉鋼板44、45を有する積層ゴム体46と、上下構造物に各々取り付けられる取付用鋼板47、48と、取付用鋼板47、48と厚肉鋼板44、45との間で水平力を伝達すると共に、積層ゴム体46の貫通孔46aに鉛プラグ49を封入するために備えられたせん断キー50、51と、取付用鋼板47、48と厚肉鋼板44、45とを緊結するボルト53、54と、取付用鋼板47、48を上下構造物に取り付けるための穴55、56とで構成され、2枚の補強板43aのみ板厚が他の補強板43の板厚より大きく形成される。  FIG. 3 shows a third embodiment of a laminated rubber bearing according to the present invention, and this laminated rubber bearing 41 has rubber layers 42 and reinforcing plates 43 alternately as in the laminated rubber bearing 81 shown in FIG. Laminated rubber bodies 46 that are stacked and have thick steel plates 44 and 45 above and below, mounting steel plates 47 and 48 that are respectively attached to the upper and lower structures, and between the mounting steel plates 47 and 48 and the thick steel plates 44 and 45. The shear keys 50 and 51, the mounting steel plates 47 and 48, and the thick steel plates 44 and 45 provided to enclose the lead plug 49 in the through-hole 46 a of the laminated rubber body 46, while transmitting the horizontal force. It consists of bolts 53 and 54 to be tightened and holes 55 and 56 for attaching the mounting steel plates 47 and 48 to the upper and lower structures, and the thickness of only the two reinforcing plates 43a is larger than the thickness of the other reinforcing plates 43. Largely formed.

補強板43は、鋼板等で形成され、2枚の補強板43aの各々の板厚tは、上記と同様に、t≧3.3t/((σ/σ)−2)とする。他の補強板43の厚さは、図5に示した従来の積層ゴム支承81の補強板83と同じ厚さとする。Reinforcing plate 43 is formed of steel or the like, the thickness t s of each of the two reinforcing plates 43a, in the same manner as mentioned above, t s ≧ 3.3t r / ( (σ m / σ c) -2) And The thickness of the other reinforcing plate 43 is the same as that of the reinforcing plate 83 of the conventional laminated rubber support 81 shown in FIG.

また、上記第1、第2の実施形態と同様、ゴム層42の総厚さをT、積層ゴム体46の直径をDとした場合に、補強板43の総厚さTを、T≧26×T×D−0.5と標準的な補強板の総厚さよりも大きく設定する。さらに、各々の補強板43(2枚の補強板43aを含む)の内周面は、鉛プラグ49の外周面に当接する。Further, similarly to the first and second embodiments, the total thickness of the rubber layer 42 T R, the diameter of the laminated rubber body 46 in the case of the D, and the total thickness T S of the reinforcing plate 43, T is set larger than the S ≧ 26 × T R × D -0.5 and the total thickness of the standard reinforcing plate. Further, the inner peripheral surface of each reinforcing plate 43 (including the two reinforcing plates 43 a) is in contact with the outer peripheral surface of the lead plug 49.

この積層ゴム支承41によっても、上記積層ゴム支承21と同様に、2枚の補強板43aの板厚を大きくして補強板43の総厚さを従来よりも厚く設定したため、熱容量が大きくなると共に、板厚が大きい分、鉛プラグ49に蓄積された熱を効率よく外部に逃がすことができるため、長時間地震時における鉛プラグ49の温度上昇を抑えることができる。これにより、通常の地震時における積層ゴム支承41の性能を維持しながら、積層ゴム支承41のエネルギー吸収性能の低下を抑制することが可能となる。  Also with this laminated rubber support 41, the thickness of the two reinforcing plates 43a is increased and the total thickness of the reinforcing plates 43 is set thicker than before, as in the case of the laminated rubber support 21, so that the heat capacity increases. Since the plate thickness is large, the heat accumulated in the lead plug 49 can be efficiently released to the outside, so that the temperature rise of the lead plug 49 during a long earthquake can be suppressed. Thereby, it becomes possible to suppress the fall of the energy absorption performance of the laminated rubber support 41, maintaining the performance of the laminated rubber support 41 at the time of a normal earthquake.

図4は、本発明に係る積層ゴム支承の第4の実施形態を示し、この積層ゴム支承61は、図5に示した積層ゴム支承81と同様、ゴム層62と補強板63とが交互に積層され、上下に厚肉鋼板64、65を有する積層ゴム体66と、上下構造物に各々取り付けられる取付用鋼板67、68と、取付用鋼板67、68と厚肉鋼板64、65との間で水平力を伝達すると共に、積層ゴム体66の貫通孔66aに鉛プラグ69を封入するために備えられたせん断キー70、71と、取付用鋼板67、68と厚肉鋼板64、65とを緊結するボルト73、74と、取付用鋼板67、68を上下構造物に取り付けるための穴75、76とで構成され、3枚の補強板63aのみ板厚が他の補強板63より大きく形成される。  FIG. 4 shows a fourth embodiment of a laminated rubber bearing according to the present invention, and this laminated rubber bearing 61 has rubber layers 62 and reinforcing plates 63 alternately as in the laminated rubber bearing 81 shown in FIG. Laminated rubber bodies 66 that are laminated and have thick steel plates 64 and 65 above and below, mounting steel plates 67 and 68 that are respectively attached to the upper and lower structures, and between the mounting steel plates 67 and 68 and the thick steel plates 64 and 65 The shear keys 70 and 71, the mounting steel plates 67 and 68, and the thick steel plates 64 and 65 provided for transmitting the horizontal force at the same time and enclosing the lead plug 69 in the through hole 66a of the laminated rubber body 66 are provided. It consists of bolts 73 and 74 to be tightened and holes 75 and 76 for attaching the mounting steel plates 67 and 68 to the upper and lower structures, and only the three reinforcing plates 63a are formed thicker than the other reinforcing plates 63. The

補強板63は、鋼板等で形成され、3枚の補強板63aの各々の板厚tは、上記と同様に、t≧3.3t/((σ/σ)−2)とする。他の補強板63の厚さは、図5に示した従来の積層ゴム支承81の補強板83と同じ厚さとする。Reinforcing plate 63 is formed of a steel plate or the like, the thickness t s of each of the three reinforcing plates 63a, in the same manner as mentioned above, t s ≧ 3.3t r / ( (σ m / σ c) -2) And The thickness of the other reinforcing plate 63 is the same as that of the reinforcing plate 83 of the conventional laminated rubber support 81 shown in FIG.

また、上記実施形態と同様、ゴム層62の総厚さをT、積層ゴム体66の直径をDとした場合に、補強板63の総厚さTを、T≧26×T×D−0.5と標準的な補強板の総厚さよりも大きく設定する。さらに、各々の補強板63(3枚の補強板63aを含む)の内周面は、鉛プラグ69の外周面に当接する。Similarly to the above embodiment, when the total thickness of the rubber layer 62 is T R and the diameter of the laminated rubber body 66 is D, the total thickness T S of the reinforcing plate 63 is T S ≧ 26 × T R XD-0.5 and set larger than the total thickness of the standard reinforcing plate. Further, the inner peripheral surface of each reinforcing plate 63 (including the three reinforcing plates 63 a) is in contact with the outer peripheral surface of the lead plug 69.

本実施の形態においても、上記実施形態と同様、3枚の補強板63aの板厚を大きくして補強板63の総厚さを従来よりも厚く設定したため、熱容量が大きくなると共に、板厚が大きい分、鉛プラグ69に蓄積された熱を効率よく外部に逃がすことができるため、長時間地震時における鉛プラグ69の温度上昇を抑えることができる。これにより、通常の地震時における積層ゴム支承61の性能を維持しなから、積層ゴム支承61のエネルギー吸収性能の低下を抑制することが可能となる。  Also in this embodiment, since the thickness of the three reinforcing plates 63a is increased and the total thickness of the reinforcing plates 63 is set to be thicker than before, the heat capacity is increased and the thickness is increased as in the above embodiment. Since the heat accumulated in the lead plug 69 can be efficiently released to the outside, the temperature rise of the lead plug 69 during a long-time earthquake can be suppressed. Thereby, since the performance of the laminated rubber bearing 61 at the time of a normal earthquake is not maintained, it is possible to suppress a decrease in the energy absorption performance of the laminated rubber bearing 61.

尚、上記実施の形態では、補強板の板厚をすべて同一とした場合や、一部の補強板の板厚を他の補強板の板厚よりも大きくした場合を例示したが、本発明では、個々の補強板の板厚によらず、補強板の総厚さTが所定の範囲(上記T≧26×T×D−0.5)内であればよい。In the above embodiment, the case where the thicknesses of the reinforcing plates are all the same, or the case where the thicknesses of some of the reinforcing plates are made larger than the thicknesses of the other reinforcing plates, is exemplified in the present invention. , regardless of the thickness of the individual reinforcing plates, total thickness T S of the reinforcing plate may be within a predetermined range (above T S ≧ 26 × T R × D -0.5).

上記実施の形態では、補強板と鉛プラグとを当接させたが、補強板と鉛プラグあるいはこれらの近傍の部分に被覆層を形成する場合には、補強板と鉛プラグとは近接して配置されることとなる。  In the above embodiment, the reinforcing plate and the lead plug are brought into contact with each other. However, when a covering layer is formed on the reinforcing plate and the lead plug or in the vicinity thereof, the reinforcing plate and the lead plug are close to each other. Will be placed.

また、減衰体プラグは、好ましい例では、塑性変形で振動エネルギを吸収する減衰材料からなり、かかる減衰材料は、鉛、錫、亜鉛、アルミニウム、銅、ニッケル若しくは亜鉛・アルミニウム合金等の超塑性合金を含むこれらの合金又は非鉛系低融点合金からなっていても、非鉛系低融点合金(例えば、錫−亜鉛系合金、錫−ビスマス系合金及び錫−インジウム系合金より選ばれる錫含有合金であって、具体的には、錫42〜43重量%及びビスマス57〜58重量%を含む錫−ビスマス合金等)からなっていても、そして、他の好ましい例では、振動エネルギの吸収を塑性流動で行う減衰材料からなり、かかる減衰材料は、熱硬化性樹脂と、ゴム粉とを含んでいてもよく、具体的には、例えば、付加される振動を相互の摩擦により減衰させる熱伝導性フィラーと、付加される振動を少なくとも熱伝導性フィラーとの摩擦により減衰させる黒鉛とを含んでいてもよい。  In a preferred example, the damper plug is made of a damping material that absorbs vibration energy by plastic deformation, and the damping material is a superplastic alloy such as lead, tin, zinc, aluminum, copper, nickel, or a zinc-aluminum alloy. A lead-containing low melting point alloy (for example, a tin-containing alloy selected from a tin-zinc alloy, a tin-bismuth alloy, and a tin-indium alloy). And, specifically, a tin-bismuth alloy containing 42 to 43 wt% tin and 57 to 58 wt% bismuth), and in another preferred example, the absorption of vibration energy is plastic It is made of a damping material that flows by flow, and the damping material may contain a thermosetting resin and rubber powder. Specifically, for example, the added vibration is attenuated by mutual friction. A thermally conductive filler may include a graphite attenuate by friction at least thermally conductive filler vibrations to be added.

また、上記実施の形態では、積層ゴム体が上面視円形の場合を例示したが、積層ゴム体が上面視正方形の場合には、式T≧26×T×D−0.5におけるDはその一辺の長さを示し、上面視長方形の場合には短辺の長さを示す。Further, in the above embodiment, the laminated rubber body has exemplified the case of viewed from the circular, when laminated rubber body is viewed from square, D in the formula T S ≧ 26 × T R × D -0.5 Indicates the length of one side, and in the case of a rectangle in a top view, indicates the length of the short side.

さらに、減衰体プラグとして1本の鉛プラグを用いた場合を例示したが、他の材料からなる減衰体プラグを用いた場合や、2本以上の減衰体プラグを用いた場合でも、補強板の総厚さTがT≧26×T×D−0.5であればよい。Furthermore, although the case where one lead plug is used as the attenuating body plug is illustrated, even when an attenuating body plug made of another material is used or when two or more attenuating body plugs are used, the reinforcing plate The total thickness T S may be T S ≧ 26 × T R × D −0.5 .

また、積層ゴム体や減衰体プラグが上面視で同じ面積のときは、各々1本の場合よりも複数本の場合の方が減衰体プラグにおける発熱抑制効果が高くなる。  In addition, when the laminated rubber body and the attenuation body plug have the same area in a top view, the heat generation suppression effect in the attenuation body plug is higher in the case of a plurality of attenuation rubber plugs than in the case of one each.

一部の補強板の板厚を他の補強板の板厚よりも大きくした場合には、減衰体プラグのせん断部分のアスペクト比(H/D:Hはせん断部分の高さ、Dはせん断部分の直径)を小さくする効果があり、履歴形状の安定性、放熱特性の改善に寄与する。上記実施の形態では、減衰体プラグが厚い補強板を貫通しているが、この場合には、上下厚肉鋼板間がせん断部分の高さになるのではなく、上下厚肉鋼板のいずれかと厚い補強板間がせん断部の高さとなる。一方、減衰体プラグが厚い補強板を貫通している場合で、厚い補強板の厚みが十分でない場合には、上下でプラグが分割されているとは言えなくなる。その範囲として、減衰体プラグの直径をD、厚い補強板1枚の厚さをtとした場合に、D/5≦t程度となる。When the thickness of the portion of the reinforcing plate is larger than the thickness of the other reinforcing plate, the aspect ratio of the shear portion of the damping body plug (H / D p: H is the height of the shearing part, D p is This has the effect of reducing the diameter of the sheared portion, and contributes to the stability of the hysteresis shape and the improvement of the heat dissipation characteristics. In the above embodiment, the attenuation body plug penetrates the thick reinforcing plate, but in this case, the height between the upper and lower thick steel plates does not become the height of the shearing portion, but is thicker with any of the upper and lower thick steel plates. The space between the reinforcing plates is the height of the shearing portion. On the other hand, when the attenuation body plug passes through the thick reinforcing plate and the thickness of the thick reinforcing plate is not sufficient, it cannot be said that the plug is divided vertically. As the range, when the diameter of the attenuator plug is D p and the thickness of one thick reinforcing plate is t S , it becomes about D p / 5 ≦ t S.

次に、本発明に係る積層ゴム支承の試験例について説明する。  Next, a test example of the laminated rubber bearing according to the present invention will be described.

図5に示した積層ゴム支承81を比較例とし、図1、図2に示した積層ゴム支承1、21を各々実施例1、2とした。各々の積層ゴム支承の詳細構成を表1に示す。また、試験条件を表2に示す。本試験例では、実験と解析とを行い、解析結果が実験結果によく一致したため、以下に試験例として解析結果を示す。  The laminated rubber support 81 shown in FIG. 5 was used as a comparative example, and the laminated rubber supports 1 and 21 shown in FIG. 1 and FIG. The detailed configuration of each laminated rubber bearing is shown in Table 1. The test conditions are shown in Table 2. In this test example, an experiment and an analysis were performed, and the analysis result was in good agreement with the experiment result. Therefore, the analysis result is shown as a test example below.

Figure 2018013235
Figure 2018013235

Figure 2018013235
Figure 2018013235

上記試験結果を表3に示す。同表より、上記T≧26×T×D−0.5を満足する実施例1及び実施例2は、比較例に比べ各々総エネルギー吸収量が21%、13.7%増大し、初期降伏応力に対する試験終了時の降伏応力の比率が各々6.9%、5.7%大きいことが判る。The test results are shown in Table 3. From the table, Examples 1 and 2 satisfy the above T S ≧ 26 × T R × D -0.5 each total energy absorption compared to the comparative example is increased 21%, 13.7%, It can be seen that the ratio of the yield stress at the end of the test to the initial yield stress is 6.9% and 5.7% larger, respectively.

Figure 2018013235
Figure 2018013235

次に、上記積層ゴム支承1、21、41について、東海・東南海地震を想定した東海地方の長周期地震動三の丸波を用いた試験を行ったところ表4に示す結果となった。同表より、実施例1及び実施例2は、比較例に比べ各々総エネルギー吸収量が13.5%、8.2%増大し、初期降伏応力に対する試験終了時の降伏応力の比率が各々8.3%、4.7%大きいことが判る。  Next, when the above-mentioned laminated rubber bearings 1, 21, and 41 were tested using the Tokai / Tonankai earthquake using the Tokai region long-period ground motion three round waves, the results shown in Table 4 were obtained. From the table, Example 1 and Example 2 increase the total energy absorption by 13.5% and 8.2%, respectively, compared with the comparative example, and the ratio of the yield stress at the end of the test to the initial yield stress is 8 respectively. 3%, 4.7% larger.

以上のように、試験結果からも、本発明に係る積層ゴム支承によれば、通常の地震時における性能を維持しながら、長時間地震時においてエネルギー吸収性能の低下を抑制する  As described above, from the test results, according to the laminated rubber bearing according to the present invention, while maintaining the performance at the time of a normal earthquake, the decrease in the energy absorption performance at the time of a long-time earthquake is suppressed.

Figure 2018013235
Figure 2018013235

1 積層ゴム支承
2 ゴム層
3 補強板
4 上側厚肉鋼板
5 下側厚肉鋼板
6 積層ゴム体
6a 貫通孔
7 上側取付用鋼板
8 下側取付用鋼板
9 鉛プラグ
10 上側せん断キー
11 下側せん断キー
13、14 ボルト
15、16 穴
21 積層ゴム支承
22 ゴム層
23、23a 補強板
24 上側厚肉鋼板
25 下側厚肉鋼板
26 積層ゴム体
26a 貫通孔
27 上側取付用鋼板
28 下側取付用鋼板
29 鉛プラグ
30 上側せん断キー
31 下側せん断キー
33、34 ボルト
35、36 穴
41 積層ゴム支承
42 ゴム層
43、43a 補強板
44 上側厚肉鋼板
45 下側厚肉鋼板
46 積層ゴム体
46a 貫通孔
47 上側取付用鋼板
48 下側取付用鋼板
49 鉛プラグ
50 上側せん断キー
51 下側せん断キー
53、54 ボルト
55、56 穴
61 積層ゴム支承
62 ゴム層
63、63a 補強板
64 上側厚肉鋼板
65 下側厚肉鋼板
66 積層ゴム体
66a 貫通孔
67 上側取付用鋼板
68 下側取付用鋼板
69 鉛プラグ
70 上側せん断キー
71 下側せん断キー
73、74 ボルト
75、76 穴
DESCRIPTION OF SYMBOLS 1 Laminated rubber support 2 Rubber layer 3 Reinforcement plate 4 Upper thick steel plate 5 Lower thick steel plate 6 Laminated rubber body 6a Through hole 7 Upper mounting steel plate 8 Lower mounting steel plate 9 Lead plug 10 Upper shear key 11 Lower shear Keys 13 and 14 Bolts 15 and 16 Hole 21 Laminated rubber support 22 Rubber layers 23 and 23a Reinforcement plate 24 Upper thick steel plate 25 Lower thick steel plate 26 Laminated rubber body 26a Through hole 27 Upper mounting steel plate 28 Lower mounting steel plate 29 Lead plug 30 Upper shear key 31 Lower shear key 33, 34 Bolt 35, 36 Hole 41 Laminated rubber support 42 Rubber layers 43, 43a Reinforcement plate 44 Upper thick steel plate 45 Lower thick steel plate 46 Laminated rubber body 46a Through hole 47 Upper mounting steel plate 48 Lower mounting steel plate 49 Lead plug 50 Upper shear key 51 Lower shear key 53, 54 Bolt 55, 56 Hole 61 Laminated rubber bearing 62 Layer 63, 63a Reinforcement plate 64 Upper thick steel plate 65 Lower thick steel plate 66 Laminated rubber body 66a Through hole 67 Upper mounting steel plate 68 Lower mounting steel plate 69 Lead plug 70 Upper shear key 71 Lower shear key 73, 74 Bolt 75, 76 holes

Claims (9)

ゴム層と補強板とを交互に積層した積層ゴム部に上下方向に貫通する少なくとも1つの貫通孔を有する積層ゴム体と、前記貫通孔に封入された少なくとも1本の減衰体プラグとを備える積層ゴム支承において、
前記補強板の総厚さをT、前記ゴム層の総厚さをT、前記積層ゴム体が上面視円形の場合には直径、上面視正方形の場合には一辺の長さ、又は上面視長方形の場合には短辺の長さをDとした場合に、T≧26×T×D−0.5であり、
前記各々の補強板の内周面と、前記減衰体プラグの外周面とが当接又は近接して配置されることを特徴とする積層ゴム支承。
Lamination comprising: a laminated rubber body having at least one through-hole penetrating in a vertical direction in a laminated rubber portion in which rubber layers and reinforcing plates are alternately laminated; and at least one damping body plug enclosed in the through-hole. In rubber bearings,
The total thickness of the reinforcing plate is T S , the total thickness of the rubber layer is T R , the diameter when the laminated rubber body is circular when viewed from above, the length of one side when it is square when viewed from above, or the upper surface in the case of viewing a rectangle when the length of the short side has is D, a T S ≧ 26 × T R × D -0.5,
A laminated rubber bearing, wherein an inner peripheral surface of each of the reinforcing plates and an outer peripheral surface of the attenuation body plug are disposed in contact with or close to each other.
前記補強板の各々は厚さが同じであることを特徴とする請求項1に記載の積層ゴム支承。  The laminated rubber bearing according to claim 1, wherein each of the reinforcing plates has the same thickness. 前記補強板の一部は、厚さが同じである他の補強板よりも厚いことを特徴とする請求項1に記載の積層ゴム支承。  The laminated rubber bearing according to claim 1, wherein a part of the reinforcing plate is thicker than other reinforcing plates having the same thickness. 前記一部の補強板は、前記減衰体プラグの鉛直方向中央部に位置する1枚の補強板であることを特徴とする請求項3に記載の積層ゴム支承。  4. The laminated rubber bearing according to claim 3, wherein the part of the reinforcing plates is a single reinforcing plate located in a vertically central portion of the attenuation body plug. 前記一部の補強板は、前記減衰体プラグの鉛直方向において、少なくとも1枚の前記他の補強板を介して互いに離間する複数の補強板であることを特徴とする請求項3に記載の積層ゴム支承。  4. The laminated structure according to claim 3, wherein the partial reinforcing plates are a plurality of reinforcing plates that are separated from each other via at least one other reinforcing plate in the vertical direction of the attenuation body plug. Rubber bearing. 前記減衰体プラグは、振動エネルギの吸収を塑性変形で行う減衰材料からなることを特徴とする請求項1乃至5のいずれかに記載の積層ゴム支承。  The laminated rubber bearing according to any one of claims 1 to 5, wherein the damping plug is made of a damping material that absorbs vibration energy by plastic deformation. 前記減衰材料は、鉛、錫、亜鉛、アルミニウム、銅、ニッケル若しくはこれらの合金又は非鉛系低融点合金からなることを特徴とする請求項6に記載の積層ゴム支承。  The laminated rubber bearing according to claim 6, wherein the damping material is made of lead, tin, zinc, aluminum, copper, nickel, an alloy thereof, or a non-lead-based low melting point alloy. 前記減衰体プラグは、振動エネルギの吸収を塑性流動で行う減衰材料からなることを特徴とする請求項1乃至5のいずれかに記載の積層ゴム支承。  The laminated rubber bearing according to claim 1, wherein the damping plug is made of a damping material that absorbs vibration energy by plastic flow. 前記減衰材料は、熱硬化性樹脂と、ゴム粉とを含んでいることを特徴とする請求項8に記載の積層ゴム支承。  The laminated rubber bearing according to claim 8, wherein the damping material includes a thermosetting resin and rubber powder.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11201231A (en) * 1998-01-16 1999-07-27 Bando Chem Ind Ltd Base isolation structure and manufacture thereof
JP2003021193A (en) * 2001-07-06 2003-01-24 Dynamic Design:Kk Base isolation device
JP2005315366A (en) * 2004-04-30 2005-11-10 Nitta Ind Corp Base isolation structure
JP2006275212A (en) * 2005-03-30 2006-10-12 Sumitomo Metal Mining Co Ltd Energy absorbing device
JP2008151337A (en) * 2006-11-24 2008-07-03 Bridgestone Corp Laminated support
JP2010025233A (en) * 2008-07-18 2010-02-04 Bridgestone Corp Plug for base isolation structure and base isolation structure using the same
JP2010255782A (en) * 2009-04-27 2010-11-11 Bridgestone Corp Plug for seismic isolator and manufacturing method thereof
JP2012062968A (en) * 2010-09-16 2012-03-29 Bridgestone Corp Laminated support

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NZ245378A (en) * 1992-12-04 1997-04-24 Damping Systems Ltd Substitute Bearing with plastically deformable core and surround which hydrostatically pressures the material of the core at or beyond its shear yield stress and methods of making

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11201231A (en) * 1998-01-16 1999-07-27 Bando Chem Ind Ltd Base isolation structure and manufacture thereof
JP2003021193A (en) * 2001-07-06 2003-01-24 Dynamic Design:Kk Base isolation device
JP2005315366A (en) * 2004-04-30 2005-11-10 Nitta Ind Corp Base isolation structure
JP2006275212A (en) * 2005-03-30 2006-10-12 Sumitomo Metal Mining Co Ltd Energy absorbing device
JP2008151337A (en) * 2006-11-24 2008-07-03 Bridgestone Corp Laminated support
JP2010025233A (en) * 2008-07-18 2010-02-04 Bridgestone Corp Plug for base isolation structure and base isolation structure using the same
JP2010255782A (en) * 2009-04-27 2010-11-11 Bridgestone Corp Plug for seismic isolator and manufacturing method thereof
JP2012062968A (en) * 2010-09-16 2012-03-29 Bridgestone Corp Laminated support

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