JP2002081499A - Laminated rubber body for seismic isolation - Google Patents
Laminated rubber body for seismic isolationInfo
- Publication number
- JP2002081499A JP2002081499A JP2000270160A JP2000270160A JP2002081499A JP 2002081499 A JP2002081499 A JP 2002081499A JP 2000270160 A JP2000270160 A JP 2000270160A JP 2000270160 A JP2000270160 A JP 2000270160A JP 2002081499 A JP2002081499 A JP 2002081499A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- seismic isolation
- elastic
- laminated rubber
- rubber body
- 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.)
- Withdrawn
Links
Landscapes
- Springs (AREA)
- Bridges Or Land Bridges (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
(57)【要約】
【課題】 硬質板位置決め用孔を容易かつ確実に塞いで
水平剛性の面圧依存性を減少でき、しかも、地震等の発
生に伴い繰返し変形しても破断や破壊されることなく追
随して面圧依存性が小さいという性能を長期間に亘り安
定よく保持できるようにする。
【解決手段】 複数枚の硬質板1とゴム状弾性板2とを
交互に積層し加硫接着してなる積層体3の中心部に、積
層方向に貫通する硬質板位置決め用の貫通孔5が形成さ
れており、この貫通孔5内に、反応性二液タイプのポリ
ウレタンエラストマーなどの弾性材6を密に封入して構
成されている。
PROBLEM TO BE SOLVED: To easily and surely close a hole for positioning a hard plate to reduce the dependency of horizontal rigidity on surface pressure, and to be broken or broken even if it is repeatedly deformed due to an earthquake or the like. Therefore, it is possible to stably maintain the performance that the dependency on the surface pressure is small over a long period of time. SOLUTION: A through hole 5 for positioning a hard plate, which penetrates in the laminating direction, is provided at a center portion of a laminate 3 formed by alternately stacking and vulcanizing and bonding a plurality of hard plates 1 and rubber-like elastic plates 2. An elastic material 6 such as a reactive two-pack type polyurethane elastomer is densely sealed in the through hole 5.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、例えば建築物や橋
梁等の各種建造物の下部に設置されて地震の発生や交通
振動等に伴って入力される振動エネルギーを吸収し振動
の加速度を緩和減少することにより建造物の損壊を未然
に防止するように用いられる免震用積層ゴム体に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is applied to the lower part of various buildings such as buildings and bridges, and absorbs vibration energy input due to the occurrence of earthquakes and traffic vibrations to reduce the acceleration of vibration. The present invention relates to a seismic isolation laminated rubber body that is used to prevent a building from being damaged by reducing it.
【0002】[0002]
【従来の技術】この種の免震用積層ゴム体においては、
免震対象となる建造物の大きさや重量あるいは積層ゴム
体自身の設置位置により負荷荷重が変動する。この負荷
荷重の変動によって地震の発生等に伴い振動が入力され
た時の積層ゴム体の挙動に変化が生じると、建造物の変
位量(揺れ量)が変わって過度な応力、歪みが発生し、
局部的な応力集中により建造物に損壊を招きかねない。2. Description of the Related Art In this kind of laminated rubber body for seismic isolation,
The applied load varies depending on the size and weight of the building subject to seismic isolation or the installation position of the laminated rubber body itself. If the behavior of the laminated rubber body changes when vibration is input due to the occurrence of an earthquake, etc. due to the fluctuation of the applied load, the amount of displacement (the amount of shaking) of the building changes, causing excessive stress and strain. ,
Local stress concentrations can cause damage to buildings.
【0003】一般的な免震用積層ゴム体は、図2に示す
ように、薄肉鋼板等の複数枚の硬質板21とゴム状弾性
板22とを交互に積層し加硫接着してなる積層体23の
積層方向の両端部に、柱等の建造物側部位及び基礎等の
地盤側部位に対する取付用フランジ24A,24Bを一
体に配置固定して構成される。As shown in FIG. 2, a general seismic isolation laminated rubber body is formed by alternately laminating a plurality of hard plates 21 such as thin steel plates and rubber-like elastic plates 22 and vulcanizing and bonding them. At both ends in the stacking direction of the body 23, mounting flanges 24A and 24B for a building-side portion such as a pillar and a ground-side portion such as a foundation are integrally arranged and fixed.
【0004】上記積層体23を構成する複数枚の硬質板
21及びゴム状弾性板22の中心部位置には、それらの
積層方向に貫通する孔25が形成されている。この貫通
孔25は、硬質板21と未加硫状態のゴム状弾性板22
とを両者間に接着剤を介在させて積層した状態で加熱加
圧して加硫接着する際に加硫の均一性を図るべく中心部
分からも加熱すること、及び、加硫接着時に複数枚の硬
質板22を整列させるべく金属棒などの棒材を挿入保持
させて各硬質板22の位置決めを行なうこと、のために
必要なものであり、従来一般の免震用積層ゴム体では、
加硫接着終了後、硬質板22の整列位置決め等のために
貫通孔25内に挿入していた金属棒などの棒材を引抜き
除去した後、中心部の貫通孔25はそのまま開いたまま
としていた。At the center of the plurality of hard plates 21 and the rubber-like elastic plates 22 constituting the laminate 23, holes 25 are formed so as to penetrate them in the laminating direction. The through hole 25 is formed between the hard plate 21 and the unvulcanized rubber-like elastic plate 22.
When vulcanizing and bonding by heating and pressing in a state of laminating with an adhesive interposed between them, heating is also performed from the center part in order to ensure uniformity of vulcanization, and a plurality of sheets at the time of vulcanization bonding This is necessary for positioning each hard plate 22 by inserting and holding a bar material such as a metal bar in order to align the hard plate 22. Conventionally, in a general laminated rubber body for seismic isolation,
After completion of the vulcanization bonding, a rod material such as a metal rod inserted into the through hole 25 for alignment and positioning of the hard plate 22 was pulled out and removed, and the central through hole 25 was kept open. .
【0005】[0005]
【発明が解決しようとする課題】一般に免震用積層ゴム
体では、地震等の発生に伴い水平方向の変位力が加わっ
た場合、図3に示すような複雑な履歴曲線の変位特性を
呈する。この際、負荷荷重が変動しても、履歴曲線の形
状が変化しないこと、つまり、水平剛性の面圧依存性が
ない、あるいは、小さいことが、局部的な応力集中によ
る建造物の損壊防止の上で強く要望される。Generally, when a horizontal displacement force is applied to a seismic isolation laminated rubber body due to the occurrence of an earthquake or the like, a displacement characteristic of a complicated hysteresis curve as shown in FIG. 3 is exhibited. At this time, even if the applied load fluctuates, the shape of the hysteresis curve does not change, that is, the horizontal stiffness does not depend on the surface pressure or is small, to prevent the damage of the building due to local stress concentration. Highly requested above.
【0006】ところで、積層体23中心部の貫通孔25
が開いたまま(貫通状態のまま)で存在する従来一般の
免震用積層ゴム体では、変形時に積層体23を構成する
複数枚のゴム状弾性板22が貫通孔25にはらみ出すこ
とになるため、貫通孔のないものに比べて水平剛性の面
圧依存性が大きく、特に、高面圧下での大変形を経験し
た後は積層ゴム体の水平剛性が大幅に低下して、積層ゴ
ム体自体に何らかの損傷を生じたり、積層ゴム体の挙動
に変化を生じたりすることは避けられず、その結果、免
震用積層ゴム体を設置した建造物の損壊防止のための免
震機能を十分に達成することができない。By the way, the through hole 25 at the center of the laminate 23
In a conventional general seismic isolation laminated rubber body in which is open (in a penetrated state), a plurality of rubber-like elastic plates 22 constituting the laminate 23 protrude into the through holes 25 when deformed. Therefore, the horizontal rigidity is more dependent on the surface pressure than that without a through-hole, and especially after experiencing large deformation under high surface pressure, the horizontal rigidity of the laminated rubber It is inevitable that the structure itself will be damaged or change the behavior of the laminated rubber body.As a result, sufficient seismic isolation function to prevent damage to the building where the laminated rubber body for seismic isolation is installed. Can not be achieved.
【0007】そこで、本発明は、加硫時の硬質板の整列
位置決めのために形成されている貫通孔が開いたままよ
りも、この孔を塞いだ方が水平剛性の面圧依存性が小さ
くなることを出発点として、その孔の塞ぎ対策について
種々の研究を重ねたもので、地震等の発生に伴う繰り返
し変形によっても破断や破壊されることのない追随性に
優れた材質の詰め物で孔を塞ぐことによって面圧依存性
が小さいという性能を長期間に亘って安定よく保持させ
ることに成功した免震用積層ゴム体を提供することを目
的としている。Therefore, according to the present invention, when the through-hole formed for aligning and positioning the hard plate at the time of vulcanization is closed, the horizontal rigidity is less dependent on the surface pressure than when the through-hole is left open. Starting from becoming a starting point, various studies have been conducted on measures to close the hole, and the hole is made of a material with excellent followability that does not break or break even after repeated deformation due to the occurrence of an earthquake or the like. It is an object of the present invention to provide a laminated rubber body for seismic isolation which has succeeded in stably maintaining the performance of low surface pressure dependency over a long period of time by closing the space.
【0008】[0008]
【課題を解決するための手段】上記目的を達成するため
に、本発明に係る免震用積層ゴム体は、複数枚の硬質板
とゴム状弾性板とを交互に積層し加硫接着してなる積層
体の積層方向の両端部に取付用フランジが配置固定され
ている免震用積層ゴム体であって、上記複数枚の硬質板
及びゴム状弾性板の所定位置にそれらの積層方向に貫通
する状態で形成されている加硫接着時の硬質板位置決め
用の貫通孔内に弾性材を密に封入していることを特徴と
するものである。In order to achieve the above object, a laminated rubber body for seismic isolation according to the present invention is obtained by alternately laminating a plurality of hard plates and rubber-like elastic plates and vulcanizing and bonding them. A seismic isolation laminated rubber body in which mounting flanges are arranged and fixed at both ends in the laminating direction of the laminated body, wherein the plurality of hard plates and the rubber-like elastic plates penetrate through predetermined positions in the laminating direction. An elastic material is densely sealed in a through hole for positioning a hard plate at the time of vulcanization bonding, which is formed in a state where the adhesive is vulcanized.
【0009】上記構成の本発明によれば、交互に積層し
た複数枚の硬質板とゴム状弾性板とを加硫接着する際に
硬質板の整列位置決め等のために積層体の積層方向に形
成されている貫通孔の詰め物(封入物)として弾性材を
使用することにより、エポキシ樹脂等の硬質固形柱状物
を詰め物として貫通孔に挿入する場合に比べて、積層体
を構成する硬質板やゴム状弾性板の端縁との摺接抵抗に
よる挿入阻害が少なくなるように弾性縮径させて貫通孔
内への挿入を容易にしながら、挿入後は弾性復元によっ
て孔内を隙間なく確実に封入させて変形時におけるゴム
状弾性板のはらみ出し防止を確実にして水平剛性の面圧
依存性を小さくすることが可能である。また、封入物が
柔軟性を有する弾性材であるから、地震等の発生に伴う
変形時に封入物が破断されたり破壊されたりすることが
なく、変形に対して滑らかに追随変形して孔内充填状態
を保つことになり、これによって、面圧依存性が小さく
という性能を長期間に亘って安定よく保持することが可
能で、高面圧、大変形を経験した後でも所定の減衰性能
及び水平剛性の復元性を確保することができる。According to the present invention, when a plurality of hard plates and a rubber-like elastic plate which are alternately stacked are vulcanized and bonded, the hard plates are formed in the stacking direction for alignment and positioning of the hard plates. By using an elastic material as a filling material (filling material) for the through-hole, a hard plate or rubber constituting the laminated body is required as compared with a case where a hard solid columnar material such as an epoxy resin is inserted into the through-hole as a filling material. The diameter of the elastic plate is reduced by elasticity so that the insertion resistance due to the sliding contact resistance with the edge of the elastic plate is reduced to facilitate insertion into the through hole. After insertion, the hole is securely sealed without any gap by elastic restoration. Thus, it is possible to reliably prevent the rubber-like elastic plate from protruding during deformation, and to reduce the dependency of the horizontal rigidity on the surface pressure. In addition, since the enclosure is a flexible elastic material, the enclosure does not break or break when deformed due to the occurrence of an earthquake, etc. As a result, it is possible to stably maintain the performance that the dependency on the surface pressure is small over a long period of time. The rigidity can be restored.
【0010】上記構成の本発明に係る免震用積層ゴム体
における弾性材としては、請求項2に記載のように、貫
通孔内に注入されて、この孔内での反応により硬化され
る液状弾性エラストマー、あるいは、請求項3に記載の
ように、柔軟性を有し棒状に加工されて貫通孔内に挿入
されるゴムまたは樹脂製品のいずれを使用してもよい
が、特に、液状弾性エラストマーを使用する場合は、弾
性材の封入作業性が非常に容易である上に、貫通孔内で
の反応により弾性エラストマーを早期に硬化させて積層
体のゴム状弾性板と接着一体化させ孔を隙間なく完全に
塞いで変形時におけるゴム状弾性板のはらみ出し防止効
果を高め、かつ、封入後の地震等の発生に伴う変形時に
は積層体と一体挙動して破断や破壊を生じることなく非
常に柔軟に追随変形させることが可能であり、初期の水
平剛性を小さくすることができるのみならず、面圧依存
性が小さいという性能を長期に亘って確実に保持するこ
とができる。As the elastic material in the laminated rubber body for seismic isolation according to the present invention having the above-mentioned structure, the liquid material injected into the through-hole and cured by the reaction in the through-hole is as described in claim 2. Either an elastic elastomer or a rubber or resin product which is processed into a flexible rod shape and inserted into the through-hole as described in claim 3 may be used. When using, the encapsulation workability of the elastic material is very easy, and the elastic elastomer is cured early by the reaction in the through-hole, and is bonded and integrated with the rubber-like elastic plate of the laminated body. Completely closes without gaps to enhance the effect of preventing the rubber-like elastic plate from protruding during deformation, and at the time of deformation due to the occurrence of an earthquake, etc. after enclosing, it acts very integrally with the laminate and does not break or break very much Flexible following deformation Thereby it is possible not only it is possible to reduce the initial horizontal rigidity can be reliably held over the performance of the surface pressure dependency is small long.
【0011】また、液状弾性エラストマーとしては、反
応性シリコンエラストマーを用いてもよいが、特に、請
求項4に記載のように、反応性二液タイプのポリウレタ
ンエラストマーの使用が好ましい。すなわち、反応性二
液タイプのポリウレタンエラストマーを使用する場合
は、二種の液を混合攪拌して貫通孔内に注入するだけで
常温下でも硬化するが、積層体自体の体積が大きくて熱
容量が大きくなかなか冷めにくいため、余熱によりポリ
ウレタンエラストマーの硬化が早く行なわれて短時間の
うちに反応が終了する。したがって、貫通孔内への弾性
材の封入作業性に非常に優れている。As the liquid elastic elastomer, a reactive silicone elastomer may be used. In particular, as described in claim 4, the use of a reactive two-pack type polyurethane elastomer is preferable. In other words, when a reactive two-pack type polyurethane elastomer is used, it can be cured at room temperature simply by mixing and stirring the two liquids and injecting it into the through-hole, but the volume of the laminate itself is large and the heat capacity is large. Since the polyurethane elastomer is large and hard to cool down, the polyurethane elastomer is quickly cured by the residual heat, and the reaction is completed within a short time. Therefore, the workability of enclosing the elastic material in the through hole is very excellent.
【0012】なお、反応性二液タイプのポリウレタンエ
ラストマーの配合組成としては、トリレンジイソシアネ
ート(TDI)、ジフェニルメタンジイソシアネート等
のジイソシアネートとヒドロキシル基を末端に有するポ
リオール(P)との反応によって得られた、末端にイソ
シアネート基を有するウレタンポリマー(一液)と、架
橋剤としての4,4・メチレンビス・2・クロロアニリ
ン(MBOCA)等のポリアミン、ポリプロピレングリ
コールなどの他に、重質炭酸カルシウム、クレー、タル
ク、カーボン等の充填剤、DOP,DOA等の可塑剤、
BHT等の安定剤を配合してなる(二液)とを混合した
ものが好適である。The composition of the reactive two-pack type polyurethane elastomer is obtained by reacting a diisocyanate such as tolylene diisocyanate (TDI) or diphenylmethane diisocyanate with a hydroxyl-terminated polyol (P). In addition to a urethane polymer having an isocyanate group at one end (one liquid), a polyamine such as 4,4 methylenebis-2-chloroaniline (MBOCA) as a crosslinking agent, polypropylene glycol, and the like, heavy calcium carbonate, clay, and talc , Fillers such as carbon, plasticizers such as DOP and DOA,
It is preferable to use a mixture of (a two-part) obtained by blending a stabilizer such as BHT.
【0013】[0013]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は本発明に係る免震用積層ゴ
ム体の断面構造を示し、この免震用積層ゴム体Aは、薄
肉鋼板等の複数枚の円形硬質板1と円形ゴム状弾性板2
とを交互に積層し加硫接着してなる積層体3の積層方向
の両端部に、柱等の建造物側部位及び基礎等の地盤側部
位に対する取付用フランジ4A,4Bが一体に配置固定
されている。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a sectional structure of a laminated rubber body for seismic isolation according to the present invention. This laminated rubber body for seismic isolation A is composed of a plurality of circular hard plates 1 such as a thin steel plate and a circular rubber-like elastic plate 2.
The mounting flanges 4A and 4B for the building-side portion such as a pillar and the ground-side portion such as a foundation are integrally disposed and fixed at both ends in the stacking direction of the laminate 3 formed by alternately stacking and vulcanizing and bonding. ing.
【0014】上記積層体3を構成する複数枚の硬質板1
及びゴム状弾性板2の中心部位置には、それらの積層方
向に貫通する孔5が形成されている。この貫通孔5は、
硬質板1と未加硫状態のゴム状弾性板2とを両者間に接
着剤を介在させて積層した状態で加熱加圧して加硫接着
する際に加硫の均一性を図るべく中心部分からも加熱す
ること、及び、加硫時に複数枚の硬質板2を整列させる
べく金属棒などの棒材を挿入させて各硬質板2の位置決
めを行なうこと、のためのものであり、加硫終了後は金
属棒などの棒材を引抜き除去した後、その貫通孔5内に
棒状の弾性材6を密に封入して構成されている。A plurality of hard plates 1 constituting the laminate 3
At the center of the rubber-like elastic plate 2, a hole 5 penetrating in the laminating direction is formed. This through hole 5
When the hard plate 1 and the unvulcanized rubber-like elastic plate 2 are laminated with an adhesive interposed therebetween by applying heat and pressure to perform vulcanization bonding, from the central portion to achieve uniform vulcanization. For heating, and positioning of each hard plate 2 by inserting a rod material such as a metal bar in order to align the plurality of hard plates 2 at the time of vulcanization. After that, after a bar material such as a metal bar is drawn out and removed, a rod-shaped elastic material 6 is densely sealed in the through hole 5.
【0015】上記のように構成された免震用積層ゴム体
Aは、取付用フランジ4A,4Bを介して建物の上部構
造体と基礎等の下部構造体との間に介在設置して免震機
能を果たすべく用いられる。このような免震使用態様に
おいて、積層体3には平常時でも大きな負荷荷重が加わ
っており、この状態で地震の発生等により積層ゴム体A
に水平方向の変位力が加わった場合、積層体3を構成す
る複数枚の硬質板1及びゴム状弾性板2が大きな負荷荷
重による高面圧で水平変位して図3に示すような履歴曲
線を描き、所定の免震性能を発揮することになる。The laminated rubber body A for seismic isolation constructed as described above is interposed between the upper structure of the building and the lower structure such as the foundation via the mounting flanges 4A and 4B and seismically isolated. Used to perform a function. In such a seismic isolation usage mode, a large load is applied to the laminated body 3 even in normal times, and in this state, the laminated rubber body A due to the occurrence of an earthquake or the like.
When a displacement force in the horizontal direction is applied to the sheet, a plurality of hard plates 1 and rubber-like elastic plates 2 constituting the laminate 3 are horizontally displaced by a high surface pressure due to a large load, and a hysteresis curve as shown in FIG. And will exhibit the specified seismic isolation performance.
【0016】ここで、積層体3の中心部に形成されてい
る貫通孔5には棒状の弾性材6が密に封入されて塞がれ
ているので、変形時に積層体3を構成する複数枚のゴム
状弾性板2が貫通孔5にはらみ出すことを防止して各ゴ
ム状弾性板2の挙動が拘束されることになり、水平剛性
の面圧依存性を減少することが可能となる。Here, since the rod-shaped elastic material 6 is densely sealed and closed in the through hole 5 formed at the center of the laminate 3, a plurality of sheets constituting the laminate 3 at the time of deformation are formed. The rubber-like elastic plate 2 is prevented from protruding into the through-hole 5, and the behavior of each rubber-like elastic plate 2 is restrained, so that the dependency of the horizontal rigidity on the surface pressure can be reduced.
【0017】また、貫通孔5が柔軟性を有する弾性材6
で塞がれているから、地震等の発生に伴う変形時に弾性
材6自身が破断されたり破壊されたりすることがなく、
変形に対して弾性材6自身も滑らかに追随変形すること
になる。これによって、面圧依存性が小さく、その性能
を長期間に亘って安定よく保持することが可能で、高面
圧下で大変形を経験した後でも積層ゴム体Aの水平剛性
はほとんど低下することがなく、所定の減衰性能及び水
平剛性の復元性を長期に亘り確保して、設置から長期間
経過後においても該免震用積層ゴム体Aを設置した建造
物の損壊防止機能を十分に発揮させることができる。The through hole 5 is made of an elastic material 6 having flexibility.
Since the elastic material 6 itself is not broken or destroyed at the time of deformation due to the occurrence of an earthquake or the like,
The elastic material 6 itself also smoothly deforms following the deformation. As a result, the surface pressure dependency is small, the performance can be stably maintained over a long period of time, and the horizontal rigidity of the laminated rubber body A is almost reduced even after undergoing a large deformation under a high surface pressure. Without damping, the specified damping performance and the resilience of horizontal rigidity are secured over a long period of time, and even after a long period of installation, the function of preventing damage to the building on which the seismic isolation laminated rubber body A is installed is fully exhibited. Can be done.
【0018】以下、貫通孔5内に異なる材質の弾性材6
を封入(挿入)した実施例と比較例を挙げて本発明をよ
り具体的に説明する。なお、各実施例及び比較例とも
に、直径500mm、厚み3.75mmの天然ゴムを用
いたゴム状弾性板26枚と厚み3.2mmの鋼板を用い
た硬質板25枚とを交互に積層し加硫接着し、その中心
部に20mm径の貫通孔を形成してなる積層ゴム体を使
用する。Hereinafter, elastic materials 6 of different materials are provided in the through holes 5.
The present invention will be described more specifically with reference to Examples and Comparative Examples in which is enclosed (inserted). In each of the examples and comparative examples, 26 rubbery elastic plates made of natural rubber having a diameter of 500 mm and a thickness of 3.75 mm and 25 hard plates made of a steel plate having a thickness of 3.2 mm were alternately laminated and added. A laminated rubber body formed by sulfur bonding and having a 20 mm diameter through hole formed in the center thereof is used.
【0019】実施例1:中心部の貫通孔内に二液反応タ
イプのポリウレタンエラストマーを注入し反応硬化させ
て弾性材を封入したもの。ここで使用したポリウレタン
エラストマーの配合組成は、次の通りである。 一液 TDI−80(武田薬品社製) 25部 P−1000(アデカアーガス社製) 30部 MN−3050(三井化学社製) 45部 二液 EP−240(三井化学社製) 20部 キュアミン(MBOCA:イハラケミカル社製) 18部 アンテージ(BHT:川口化学社製) 1部 重質炭酸カルシウム(丸尾カルシウム社製) 43部 DOP(大八化学社製) 18部 上記一液と二液とを等量混合し、直後に室温まで放置冷
却した積層ゴム体の貫通孔内に注入して7日間静置して
硬化させる。Example 1: A two-component reaction type polyurethane elastomer was injected into a central through-hole and reacted and cured to encapsulate an elastic material. The composition of the polyurethane elastomer used here is as follows. One-part TDI-80 (manufactured by Takeda Pharmaceutical) 25 parts P-1000 (manufactured by Adeka Argus) 30 parts MN-3050 (manufactured by Mitsui Chemicals) 45 parts Two-part EP-240 (manufactured by Mitsui Chemicals) 20 parts Curemin ( MBOCA: Ihara Chemical Co., Ltd.) 18 parts Antege (BHT: Kawaguchi Chemical Co., Ltd.) 1 part Heavy calcium carbonate (Maruo Calcium Co., Ltd.) 43 parts DOP (Daichika Chemical Co., Ltd.) 18 parts Immediately after mixing, the mixture is poured into the through-hole of the laminated rubber body left standing and cooled to room temperature, and left to stand for 7 days to cure.
【0020】なお、上記配合組成の混合液をパレット上
に流し、7日間静置し硬化させて作成したウレタンエラ
ストマーについて、JIS K6251及びK6235
により測定したところ、硬度Aが76、引張り強さが
6.4MPa、切断時の伸びが350%の物性値を有す
ることが分かった。The urethane elastomer prepared by flowing the mixture having the above composition on a pallet and allowing it to stand for 7 days to cure is described in JIS K6251 and K6235.
As a result, it was found that the hardness A was 76, the tensile strength was 6.4 MPa, and the elongation at break was 350%.
【0021】実施例2:中心部の貫通孔内に反応性シリ
コンエラストマーを注入し硬化させて弾性材6を封入し
たもの。 実施例3:中心部の貫通孔内に棒状に加工した加硫ゴム
を挿入したもの。 実施例4:中心部の貫通孔内に棒状に加工したナイロン
樹脂を挿入したもの。Example 2: A material in which a reactive silicone elastomer is injected into a central through hole, cured, and an elastic material 6 is sealed. Example 3: A vulcanized rubber processed into a rod shape is inserted into a through hole at the center. Example 4: One in which a nylon resin processed into a rod shape is inserted into a central through hole.
【0022】比較例1:中心部の貫通孔を開いたまま
(貫通状態のまま)としたもの。 比較例2:中心部の貫通孔内に柱状の鉛を封入したも
の。 比較例3:中心部の貫通孔内に粘土を封入したもの。 比較例4:中心部の貫通孔内に棒状に加工したエポキシ
樹脂を挿入したもの。COMPARATIVE EXAMPLE 1 A center through hole was left open (through state). Comparative Example 2: Column-shaped lead sealed in a central through-hole. Comparative Example 3: Clay was sealed in the central through-hole. Comparative Example 4: A rod-shaped epoxy resin inserted into a central through hole.
【0023】上記の実施例1〜4及び比較例1〜4に示
す積層ゴム体の初期剛性、面圧依存性、復元性につい
て、○(高評価)、△(中評価)、×(低評価)の三段
階で評価すると、表1のような結果が得られた。Regarding the initial rigidity, surface pressure dependency, and resilience of the laminated rubber bodies shown in Examples 1 to 4 and Comparative Examples 1 to 4, ○ (high evaluation), Δ (medium evaluation), × (low evaluation) ), The results shown in Table 1 were obtained.
【0024】[0024]
【表1】 [Table 1]
【0025】表1からも明らかなように、実施例1〜4
に示された本発明に係る免震用積層ゴム体は、初期の水
平剛性変化が小さいだけでなく、地震等の発生に伴う変
形に対しても破断や破壊を生じることなくスムーズに追
随変形して貫通孔内を隙間なく充填状態に保って、面圧
依存性が小さくという性能を長期間に亘って安定よく保
持し、大変形を経験した後でも所定の減衰性能及び水平
剛性の復元性を十分に確保することが可能であることが
確認された。As is clear from Table 1, Examples 1-4
The seismic isolation laminated rubber body according to the present invention shown in the above, not only has a small initial horizontal rigidity change, but also smoothly deforms without deformation or breakage even with deformation accompanying the occurrence of an earthquake or the like. The through hole is kept in a filled state without gaps, and the performance of low surface pressure dependency is stably maintained over a long period of time, and even after undergoing large deformation, the predetermined damping performance and the resilience of horizontal rigidity are maintained. It was confirmed that it was possible to secure enough.
【0026】一方、比較例1の積層ゴム体は、既述した
とおり面圧依存性が非常に大きい。比較例2の積層ゴム
体は、変形初期の面圧依存性が小さくなるものの、鉛を
封入した中心部の硬度が局部的に大きくなるために初期
の水平剛性が貫通孔の開いたままのものに比べて大きく
なり、所定の性能が得られないばかりか、繰り返し変形
に伴い鉛プラグが孔内部で早期のうちに破断されやす
く、それ以降の変形時には面圧依存性が小さいという性
能を保持することができない。On the other hand, the laminated rubber body of Comparative Example 1 has a very large surface pressure dependency as described above. The laminated rubber body of Comparative Example 2 has a low initial surface rigidity with the through-holes opened because the hardness of the central part in which lead is encapsulated is locally increased although the dependency on the surface pressure in the initial stage of deformation is reduced. Not only does not provide the required performance, but also the lead plug is apt to be broken early inside the hole due to repeated deformation, and retains the performance that surface pressure dependence is small during subsequent deformation. Can not do.
【0027】また、比較例3の積層ゴム体は、中心部の
硬度が小さくて初期の水平剛性が孔開きのままのもの
(封入しないもの)と殆ど変わらないため、所定の性能
は得られるものの、変形時におけるゴム状弾性板のはら
み出し防止効果がない、あるいは、効果が非常に小さい
ために、面圧依存性に関しては孔開きのままのものと大
差がなく、かつ、水平剛性の復元性も期待することがで
きない。さらに、比較例4の積層ゴム体は、貫通孔の内
周面に臨んでいる硬質板やゴム状弾性板の端縁と硬質固
形柱状物の外周面との摺接抵抗により挿入が阻害されて
密着状態での挿入が非常に困難であり、仮に、摺接抵抗
を小さくし挿入を容易にするために硬質固形柱状物の外
径を貫通孔の内径より小さくすると、挿入作業自体は容
易になるが、挿入後は孔の内周面と硬質固形柱状物の外
周面との間に隙間が生じるために、変形時におけるゴム
状弾性板のはらみ出しを確実に防止することができない
だけでなく、変形初期の段階で硬質固形柱状物が破壊さ
れてしまうために、面圧依存性を小さくし、かつ、その
面圧依存性の小さい性能を長期に亘り保持することは到
底不可能である。The laminated rubber body of Comparative Example 3 has a small hardness at the center and the initial horizontal rigidity is almost the same as that of the rubber body without holes (not sealed). There is no effect of preventing the rubber-like elastic plate from protruding during deformation, or the effect is very small, so there is no significant difference in the surface pressure dependency from the one with the hole still open, and the resilience of horizontal rigidity Can not expect too. Furthermore, the laminated rubber body of Comparative Example 4 was hindered from being inserted due to the sliding contact resistance between the edge of the hard plate or rubber-like elastic plate facing the inner peripheral surface of the through hole and the outer peripheral surface of the hard solid column. It is very difficult to insert in tight contact, and if the outer diameter of the hard solid column is smaller than the inner diameter of the through-hole in order to reduce the sliding contact resistance and facilitate insertion, the insertion operation itself becomes easier. However, after insertion, since a gap is generated between the inner peripheral surface of the hole and the outer peripheral surface of the hard solid columnar material, not only can not reliably prevent the rubber-like elastic plate from protruding during deformation, Since the hard solid columnar material is destroyed at the initial stage of deformation, it is almost impossible to reduce the surface pressure dependency and to maintain the performance with a small surface pressure dependency over a long period of time.
【0028】なお、上記実施の形態及び実施例では、積
層体3を構成する複数枚の硬質板1及びゴム状弾性板2
の中心部位置に、それらの積層方向に貫通する状態で位
置決め用貫通孔5が形成されているものについて説明し
たが、位置決め機能を発揮できるものであれば、複数個
の貫通孔を点在形成してもよい。ただし、この場合は、
複数個の貫通孔の全てに弾性材6を封入する必要がある
のはもちろんである。In the above embodiments and examples, the plurality of hard plates 1 and the rubber-like elastic plates 2 constituting the laminate 3 are described.
In the above description, the positioning through-holes 5 are formed at the center position of the through-holes in such a manner as to penetrate in the laminating direction. May be. However, in this case,
Needless to say, it is necessary to enclose the elastic material 6 in all of the plurality of through holes.
【0029】[0029]
【発明の効果】以上説明したように、本発明によれば、
加硫接着時に複数枚の硬質板の整列位置決め等のために
積層体に形成されている貫通孔への封入物(詰め物)と
して弾性材を使用することにより、その封入作業を容易
にしながらも、貫通孔内を隙間の生じないように密に封
入させて変形時におけるゴム状弾性板のはらみ出し防止
を確実なものとし、水平剛性の面圧依存性を減少するこ
とができる。しかも、封入物が柔軟性を有する弾性材で
あるから、地震等の発生に伴う変形時に破断されたり破
壊されたりすることもなく、変形に対して滑らかに追随
変形して孔内充填状態を保つことが可能であり、したが
って、面圧依存性が小さいという性能を長期間に亘って
安定よく保持することができ、高面圧、大変形を経験し
た後においても所定の減衰性能及び水平剛性の復元性を
確保することができるという効果を奏する。As described above, according to the present invention,
By using an elastic material as a filling material (filling material) in the through-hole formed in the laminated body for alignment positioning of a plurality of hard plates at the time of vulcanization bonding, the encapsulation work is facilitated, The inside of the through-hole is tightly sealed so as not to form a gap, so that the rubber-like elastic plate is reliably prevented from protruding during deformation, and the dependency of horizontal rigidity on surface pressure can be reduced. In addition, since the enclosure is an elastic material having flexibility, it does not break or break when deformed due to the occurrence of an earthquake or the like, and smoothly deforms following the deformation to maintain the filling state in the hole. Therefore, it is possible to stably maintain the performance that the contact pressure dependency is small over a long period of time, and to achieve a predetermined damping performance and horizontal rigidity even after experiencing high contact pressure and large deformation. There is an effect that resilience can be secured.
【0030】また、請求項2に記載のように、弾性材と
して液状弾性エラストマー、特に、請求項4に記載のよ
うに、反応性二液タイプのポリウレタンエラストマーを
使用することによって、二種の液を混合攪拌して貫通孔
内に注入するだけで、体積が大きく熱容量の大きい積層
体自体が保有する余熱を利用してポリウレタンエラスト
マーを短時間のうちに反応終了し硬化させることがで
き、したがって、貫通孔内への弾性材の封入作業性を非
常に優れたものとし、面圧依存性の小さい免震用積層ゴ
ム体の生産性向上を図ることができる。Further, by using a liquid elastic elastomer as the elastic material, particularly a reactive two-component type polyurethane elastomer as described in claim 4, two kinds of liquid elastomers can be obtained. By simply mixing and injecting the mixture into the through hole, the polyurethane elastomer can be reacted and cured in a short time by using the residual heat of the laminate itself having a large volume and a large heat capacity. The workability of enclosing the elastic material in the through-hole is made very excellent, and the productivity of the laminated rubber body for seismic isolation having small surface pressure dependence can be improved.
【図1】本発明に係る免震用積層ゴム体の実施の形態を
示す全体断面構造図である。FIG. 1 is an overall sectional structural view showing an embodiment of a laminated rubber body for seismic isolation according to the present invention.
【図2】従来の免震用積層ゴム体の全体断面構造図であ
る。FIG. 2 is an overall sectional structural view of a conventional laminated rubber body for seismic isolation.
【図3】免震用積層ゴム体の水平変位−水平荷重履歴曲
線である。FIG. 3 is a horizontal displacement-horizontal load history curve of the seismic isolation laminated rubber body.
1 硬質板 2 ゴム状弾性板 3 積層体 4A,4B 取付用フランジ 5 貫通孔 6 弾性材 A 免震用積層ゴム体 DESCRIPTION OF SYMBOLS 1 Hard board 2 Rubbery elastic board 3 Laminated body 4A, 4B Mounting flange 5 Through hole 6 Elastic material A Laminated rubber body for seismic isolation
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) F16F 1/40 F16F 1/40 Z 15/08 15/08 D ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI theme coat ゛ (Reference) F16F 1/40 F16F 1/40 Z 15/08 15/08 D
Claims (4)
に積層し加硫接着してなる積層体の積層方向の両端部に
取付用フランジが配置固定されている免震用積層ゴム体
であって、 上記複数枚の硬質板及びゴム状弾性板の所定位置にそれ
らの積層方向に貫通する状態で形成されている加硫接着
時の硬質板位置決め用貫通孔内に弾性材を密に封入して
いることを特徴とする免震用積層ゴム体。1. A seismic isolation laminated rubber in which a plurality of hard plates and rubber-like elastic plates are alternately laminated and vulcanized and bonded, and mounting flanges are arranged and fixed at both ends in the laminating direction of a laminated body. An elastic material in a through hole for positioning the hard plate at the time of vulcanization bonding, which is formed at a predetermined position of the plurality of hard plates and the rubber-like elastic plate so as to penetrate them in the laminating direction. Laminated rubber body for seismic isolation characterized by being enclosed in
この孔内での反応により硬化される液状弾性エラストマ
ーである請求項1に記載の免震用積層ゴム体。2. The elastic material is injected into a through hole,
The seismic isolation laminated rubber body according to claim 1, which is a liquid elastic elastomer that is cured by a reaction in the hole.
されて貫通孔内に挿入されるゴムまたは樹脂製品である
請求項1に記載の免震用積層ゴム体。3. The seismic isolation laminated rubber body according to claim 1, wherein the elastic material is a rubber or resin product which is processed into a rod-like shape having flexibility and is inserted into the through hole.
液タイプのポリウレタンエラストマーである請求項2に
記載の免震用積層ゴム体。4. The laminated rubber body for seismic isolation according to claim 2, wherein the liquid elastic elastomer is a reactive two-pack type polyurethane elastomer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000270160A JP2002081499A (en) | 2000-09-06 | 2000-09-06 | Laminated rubber body for seismic isolation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000270160A JP2002081499A (en) | 2000-09-06 | 2000-09-06 | Laminated rubber body for seismic isolation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2002081499A true JP2002081499A (en) | 2002-03-22 |
Family
ID=18756644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000270160A Withdrawn JP2002081499A (en) | 2000-09-06 | 2000-09-06 | Laminated rubber body for seismic isolation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2002081499A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005028910A1 (en) * | 2003-09-24 | 2005-03-31 | Bridgestone Corporation | Vibration absorbing alloy member, and rubber vibration isolator, floor vibration damping apparatus, tire, steel cord and rubber sesmic isolatior using the same |
| JP2007170080A (en) * | 2005-12-22 | 2007-07-05 | Getzner Werkstoffe Holding Gmbh | Anti-vibration system for variable loads |
| JP2010096243A (en) * | 2008-10-15 | 2010-04-30 | Polsys Kenkyusho:Kk | Base isolation structure and method for manufacturing the same |
| CN102116010A (en) * | 2010-12-20 | 2011-07-06 | 江苏扬州合力橡胶制品有限公司 | Method for installing laminated shock isolation rubber support |
| KR101052311B1 (en) * | 2008-07-18 | 2011-07-27 | 이인숙 | Polyurethane base support |
| JP2013217743A (en) * | 2012-04-06 | 2013-10-24 | Gunze Ltd | Gas sensor |
| CN104452974A (en) * | 2014-12-09 | 2015-03-25 | 广州大学 | Wood plastic composite board/rubber sheet laminated isolation bearing for village and town low-rise buildings and production method of isolation bearing |
| CN106381805A (en) * | 2016-10-26 | 2017-02-08 | 南京工业大学 | Multi-stage self-resetting-flexible limiting shock isolation system |
-
2000
- 2000-09-06 JP JP2000270160A patent/JP2002081499A/en not_active Withdrawn
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005028910A1 (en) * | 2003-09-24 | 2005-03-31 | Bridgestone Corporation | Vibration absorbing alloy member, and rubber vibration isolator, floor vibration damping apparatus, tire, steel cord and rubber sesmic isolatior using the same |
| JP2007170080A (en) * | 2005-12-22 | 2007-07-05 | Getzner Werkstoffe Holding Gmbh | Anti-vibration system for variable loads |
| KR101052311B1 (en) * | 2008-07-18 | 2011-07-27 | 이인숙 | Polyurethane base support |
| JP2010096243A (en) * | 2008-10-15 | 2010-04-30 | Polsys Kenkyusho:Kk | Base isolation structure and method for manufacturing the same |
| CN102116010A (en) * | 2010-12-20 | 2011-07-06 | 江苏扬州合力橡胶制品有限公司 | Method for installing laminated shock isolation rubber support |
| CN102116010B (en) * | 2010-12-20 | 2012-05-23 | 江苏扬州合力橡胶制品有限公司 | Method for installing laminated shock isolation rubber support |
| JP2013217743A (en) * | 2012-04-06 | 2013-10-24 | Gunze Ltd | Gas sensor |
| CN104452974A (en) * | 2014-12-09 | 2015-03-25 | 广州大学 | Wood plastic composite board/rubber sheet laminated isolation bearing for village and town low-rise buildings and production method of isolation bearing |
| CN106381805A (en) * | 2016-10-26 | 2017-02-08 | 南京工业大学 | Multi-stage self-resetting-flexible limiting shock isolation system |
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| Date | Code | Title | Description |
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| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20071106 |