JPH10231383A - Rubber composition for earthquake-proof laminated rubber - Google Patents

Rubber composition for earthquake-proof laminated rubber

Info

Publication number
JPH10231383A
JPH10231383A JP3476897A JP3476897A JPH10231383A JP H10231383 A JPH10231383 A JP H10231383A JP 3476897 A JP3476897 A JP 3476897A JP 3476897 A JP3476897 A JP 3476897A JP H10231383 A JPH10231383 A JP H10231383A
Authority
JP
Japan
Prior art keywords
rubber
composition
earthquake
seismic isolation
laminated rubber
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Withdrawn
Application number
JP3476897A
Other languages
Japanese (ja)
Inventor
Masahiro Kawano
昌洋 川野
Takayuki Imai
隆之 今井
Sen Yamauchi
選 山内
Kazuo Kaneda
一男 金田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujikura Ltd
Fujikura Composites Inc
Original Assignee
Fujikura Rubber Ltd
Fujikura Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujikura Rubber Ltd, Fujikura Ltd filed Critical Fujikura Rubber Ltd
Priority to JP3476897A priority Critical patent/JPH10231383A/en
Publication of JPH10231383A publication Critical patent/JPH10231383A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain the subject composition imparted with a damping characteristics without deterioration a creep characteristic and a tensile characteristic by blending natural rubber with ethylene-propylene copolymer rubber in a specific ratio. SOLUTION: This rubber composition for earthquake-proof laminated rubber is obtained by blending (A) 50-90 PHR of natural rubber with (B) 10-50 PHR of ethylene-propylene copolymer rubber and, if necessary, (C) a reinforcing filler (e.g. carbon black), a softening agent (e.g. a wax), an antioxidant, a vulcanizing agent, a vulcanization accelerator, etc., e.g. by the use of a kneading machine such as a Banbury mixer. The composition is suitably applied to lead- containing earthquake-proof laminated rubber having flange plates, round earthquake-proof laminated rubber having flange plates, etc.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、免震積層ゴム用ゴ
ム組成物に関し、特に減衰性を付与した免震積層ゴム用
ゴム組成物に関する。
The present invention relates to a rubber composition for a seismic isolation laminated rubber, and more particularly to a rubber composition for a seismic isolation laminated rubber having a damping property.

【0002】[0002]

【従来の技術】免震積層ゴムは、建物と基礎の間に設置
され、地震の揺れの建物への伝達を緩和するとともに、
建物の振動を速やかに減衰させることにより、建物およ
び内部の人、物品の被害を軽減するものである。この免
震積層ゴムは、ゴム層となるゴム状弾性体と金属板など
の剛性板が交互に数層〜数十層に積層されてなるもので
ある。
2. Description of the Related Art Seismic isolation laminated rubber is installed between a building and a foundation to reduce the transmission of earthquake shaking to the building.
By attenuating the vibration of the building quickly, the damage of the building, the people inside, and the goods is reduced. The seismic isolation laminated rubber is obtained by alternately laminating several to several tens of layers of a rubber-like elastic body serving as a rubber layer and a rigid plate such as a metal plate.

【0003】従来の免震積層ゴム用ゴム組成物は、天然
ゴム(NR)にブチルゴム(IIR)やスチレンブタジ
エンゴム(SBR)、ブタジエンゴム(BR)をブレン
ドし、減衰特性を付与している。
A conventional rubber composition for a seismic isolation laminated rubber is provided with a damping property by blending butyl rubber (IIR), styrene butadiene rubber (SBR), and butadiene rubber (BR) with natural rubber (NR).

【0004】しかしながら、これらの天然ゴム−II
R、SBR、BRのブレンド系では、クリープ特性や引
張特性などが天然ゴム単体に較べて劣る点に課題があ
る。
[0004] However, these natural rubber-II
The blend of R, SBR, and BR has a problem in that creep properties, tensile properties, and the like are inferior to those of natural rubber alone.

【0005】[0005]

【発明が解決しようとする課題】本発明は、上記従来の
課題に鑑み、これを解消しようとするものであり、天然
ゴムに特定の合成ゴムをブレンドして、クリープ特性や
引張特性を低下させることなく、減衰特性を付与するこ
とができる免震積層ゴム用ゴム組成物を提供することに
ある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and is intended to solve the problem. Natural rubber is blended with a specific synthetic rubber to reduce creep properties and tensile properties. It is an object of the present invention to provide a rubber composition for a seismic isolation laminated rubber which can impart damping characteristics without damping.

【0006】[0006]

【課題を解決するための手段】本発明者らは、上記従来
の課題を解決するために鋭意研究を重ねた結果、天然ゴ
ムと特定の合成ゴムとを特定量ブレンドすることにより
目的の免震積層ゴム用ゴム組成物を得ることに成功し、
本発明を完成するに至ったものである。すなわち、本発
明の免震積層ゴム用ゴム組成物は、天然ゴム50〜90
PHRにエチレンプロピレンゴム10〜50PHRをブ
レンドしたことを特徴とする。
Means for Solving the Problems The inventors of the present invention have conducted intensive studies to solve the above-mentioned conventional problems, and as a result, by blending a specific amount of natural rubber and a specific synthetic rubber, the desired seismic isolation is achieved. Succeeded in obtaining a rubber composition for laminated rubber,
The present invention has been completed. That is, the rubber composition for a seismic isolation laminated rubber of the present invention comprises natural rubber 50 to 90.
It is characterized by blending 10 to 50 PHR of ethylene propylene rubber with PHR.

【0007】[0007]

【発明の実施の形態】以下に、本発明の実施の形態を詳
しく説明する。本発明の免震積層ゴム用ゴム組成物は、
天然ゴム(NR)50〜90PHRにエチレンプロピレ
ンゴム(EP)10〜50PHRをブレンドしたことを
特徴とするものである。天然ゴムが50PHR未満にな
ると引張特性が低下し、また90PHRを越えると目的
の減衰特性が得られない。
Embodiments of the present invention will be described below in detail. The rubber composition for the seismic isolation laminated rubber of the present invention,
It is characterized by blending 10 to 50 PHR of ethylene propylene rubber (EP) with 50 to 90 PHR of natural rubber (NR). If the natural rubber content is less than 50 PHR, the tensile properties deteriorate, and if it exceeds 90 PHR, the desired damping properties cannot be obtained.

【0008】本発明の免震積層ゴム用ゴム組成物におい
ては、上記天然ゴム、エチレンプロピレンゴムのゴム成
分の他に、必要に応じて、補強充填材としてのカーボン
ブラック、軟化剤(ワックス、オイル)、老化防止剤、
加硫剤、加硫促進剤、加硫促進助剤等の通常ゴム工業で
使用される配合剤を適宜配合することができる。
In the rubber composition for a seismic isolation laminated rubber of the present invention, in addition to the rubber components of the natural rubber and ethylene propylene rubber, if necessary, carbon black as a reinforcing filler, a softener (wax, oil) ), Anti-aging agents,
Compounding agents commonly used in the rubber industry, such as a vulcanizing agent, a vulcanization accelerator, and a vulcanization accelerator, can be appropriately compounded.

【0009】本発明の免震積層ゴム用ゴム組成物は、上
記ゴム成分、上記必要に応じて配合する補強充填材とし
てのカーボンブラック、上記ゴム配合剤等をバンバリー
ミキサーなどの混練機で調製することができる。
The rubber composition for the seismic isolation laminated rubber of the present invention is prepared by kneading the above rubber component, the above-mentioned carbon black as a reinforcing filler to be compounded as required, the above rubber compounding agent, etc., with a kneader such as a Banbury mixer. be able to.

【0010】本発明の免震積層ゴム用ゴム組成物は、免
震積層ゴムのゴム層に好適に適用できるものであり、ゴ
ム層となるゴム状弾性体と金属板などの剛性板が交互に
数層〜数十層に積層された免震積層ゴムは、クリープ特
性や引張特性を低下させることなく、減衰特性を付与す
ることができる。
The rubber composition for a seismic isolation laminated rubber according to the present invention can be suitably applied to a rubber layer of a seismic isolation laminated rubber, and a rubber-like elastic body serving as a rubber layer and a rigid plate such as a metal plate are alternately provided. The seismic isolation laminated rubber laminated in several layers to several tens of layers can provide damping characteristics without lowering creep characteristics and tensile characteristics.

【0011】本発明は、免震積層ゴムに使用されるゴム
組成物の配合組成に特徴を有するものであり、当該ゴム
組成物の使用により製品となった免震積層ゴムの構造は
何等限定されるものではない。例えば、フランジプレー
トを有する鉛入り免震積層ゴム、フランジプレートを有
する丸型の免震積層ゴムなどに好適に適用される。
[0011] The present invention is characterized by the compounding composition of the rubber composition used for the seismic isolation laminated rubber, and the structure of the seismic isolation laminated rubber which has become a product by using the rubber composition is not limited at all. Not something. For example, the present invention is suitably applied to lead-containing seismic isolation rubber having a flange plate, a round seismic isolation rubber having a flange plate, and the like.

【0012】[0012]

【実施例】以下、本発明を実施例及び比較例に基づいて
詳細に記すが、本発明はこれら実施例に限定されるもの
ではない。
EXAMPLES The present invention will be described in detail below with reference to examples and comparative examples, but the present invention is not limited to these examples.

【0013】(実施例1〜4及び比較例1〜5)下記表
1に示される配合組成により免震積層ゴム用ゴム組成物
を調製した。この実施例1〜4及び比較例1〜5のゴム
組成物について、下記測定方法により引張特性、圧縮永
久歪み、等価減衰定数を評価した。なお、表1中の配合
組成の配合単位は重量部である。
(Examples 1 to 4 and Comparative Examples 1 to 5) Rubber compositions for seismic isolation laminated rubber were prepared according to the composition shown in Table 1 below. For the rubber compositions of Examples 1 to 4 and Comparative Examples 1 to 5, tensile properties, compression set, and equivalent damping constant were evaluated by the following measurement methods. In addition, the compounding unit of the compounding composition in Table 1 is part by weight.

【0014】(1) 引張特性 JIS K6301に準拠して測定した。数値が大きい
ほど良好。
(1) Tensile properties Measured according to JIS K6301. The higher the value, the better.

【0015】(2) 圧縮永久歪み JIS K6301に準拠して測定した。圧縮永久歪み
は、クリープ特性の指標となり、単位は%である。数値
が小さいほど良好。
(2) Compression set Measured according to JIS K6301. Compression set is an indicator of creep properties, and the unit is%. The smaller the value, the better.

【0016】(3) 等価減衰定数 図1に示すφ100mm、ゴム層2mm×12層、鋼板
1mm×11層、フランジプレート2枚からなる積層ゴ
ムを作製し、積層ゴムの水平履歴特性を測定した。この
水平履歴特性から、下記計算方法により等価減衰定数を
求めた。 (計算方法)剛性、等価減衰定数は、図2に示される履
歴ループに対して以下のように算出した。 剛性: K=F0/ΔX 等価減衰定数: Heq=W/(π・ΔABC) ここで、F0は、最大変位時の荷重、ΔXは振幅、Wは
ループ内の面積、ΔABCはループに外接する長方形A
BCDの面積の半分の値を示す。
(3) Equivalent damping constant A laminated rubber having a diameter of 100 mm, a rubber layer of 2 mm × 12 layers, a steel plate of 1 mm × 11 layers, and two flange plates shown in FIG. 1 was prepared, and the horizontal hysteresis characteristics of the laminated rubber were measured. From this horizontal hysteresis characteristic, an equivalent damping constant was obtained by the following calculation method. (Calculation method) The rigidity and the equivalent damping constant were calculated as follows for the hysteresis loop shown in FIG. Stiffness: K = F 0 / ΔX Equivalent damping constant: Heq = W / (π · ΔABC) Here, F 0 is the load at the time of maximum displacement, ΔX is the amplitude, W is the area in the loop, and ΔABC is the circumscribed loop. Rectangle A
The value of half the area of BCD is shown.

【0017】[0017]

【表1】 [Table 1]

【0018】(表1の考察)総論的にみると、実施例1
〜4は、本発明の範囲内となる配合組成の免震積層ゴム
用ゴム組成物であり、比較例1は、天然ゴム全量を用い
た免震積層ゴム用ゴム組成物、比較例2〜5は、本発明
の範囲外となる配合組成の免震積層ゴム用ゴム組成物で
ある。個別的にみると、実施例1は天然ゴム80重量部
とエチレンプロピレンゴム20重量部とのブレンドであ
り、実施例2は天然ゴム60重量部とエチレンプロピレ
ンゴム40重量部とのブレンドであり、実施例3は、天
然ゴム90重量部とエチレンプロピレンゴム10重量部
とのブレンドであり、実施例4は、天然ゴム50重量部
とエチレンプロピレンゴム50重量部とのブレンドであ
り、これらの場合は、クリープ特性や引張特性を損なう
ことなく、減衰性が良好となることが判明した。これに
対して、比較例2は、本発明の天然ゴムとエチレンプロ
ピレンゴムとのブレンドであるが、天然ゴムが50PH
R未満(40重量部)であるので、引張特性が低下する
ことが判明した。比較例3〜5は、天然ゴムに夫々ブタ
ジエンゴム(BR)、ブチルゴム(IIR)やスチレン
ブタジエンゴム(SBR)をブレンドしたものであり、
これらの場合は、クリープ特性や引張特性が損なわれる
ことが判明した。
(Consideration of Table 1) In general, Example 1
Comparative Examples 1 to 4 are rubber compositions for seismic isolation laminated rubber having a compounding composition falling within the scope of the present invention, and Comparative Example 1 is a rubber composition for seismic isolation laminated rubber using the entire amount of natural rubber. Is a rubber composition for a seismic isolation laminated rubber having a composition outside the scope of the present invention. Viewed individually, Example 1 is a blend of 80 parts by weight of natural rubber and 20 parts by weight of ethylene propylene rubber, Example 2 is a blend of 60 parts by weight of natural rubber and 40 parts by weight of ethylene propylene rubber, Example 3 is a blend of 90 parts by weight of natural rubber and 10 parts by weight of ethylene propylene rubber, and Example 4 is a blend of 50 parts by weight of natural rubber and 50 parts by weight of ethylene propylene rubber. It was found that the damping property was improved without impairing the creep characteristics and the tensile characteristics. On the other hand, Comparative Example 2 is a blend of the natural rubber of the present invention and ethylene propylene rubber.
Since it was less than R (40 parts by weight), it was found that the tensile properties were reduced. Comparative Examples 3 to 5 are blends of natural rubber with butadiene rubber (BR), butyl rubber (IIR) and styrene butadiene rubber (SBR), respectively.
In these cases, it was found that creep properties and tensile properties were impaired.

【0019】[0019]

【発明の効果】本発明によれば、天然ゴムとエチレンプ
ロピレンゴムとをブレンドすることで、クリープ特性や
引張特性などの他の物性を損なうことなく、減衰性の良
好な免震積層ゴム用ゴム組成物を得ることができる。ま
た、汎用のエチレンプロピレンゴムをブレンドするため
材料費を安く押さえられ、低コストで製造できる免震積
層ゴム用ゴム組成物を得ることができる。
According to the present invention, by blending natural rubber and ethylene propylene rubber, rubber for seismic isolation laminated rubber having good damping properties without impairing other physical properties such as creep properties and tensile properties. A composition can be obtained. Further, since a general-purpose ethylene propylene rubber is blended, the material cost can be kept low, and a rubber composition for a seismic isolation laminated rubber which can be manufactured at low cost can be obtained.

【図面の簡単な説明】[Brief description of the drawings]

【図1】等価減衰定数を評価するために作製した積層ゴ
ムの正面図である。
FIG. 1 is a front view of a laminated rubber produced for evaluating an equivalent damping constant.

【図2】積層ゴムの水平履歴特性を示す特性図である。FIG. 2 is a characteristic diagram showing a horizontal hysteresis characteristic of a laminated rubber.

フロントページの続き (51)Int.Cl.6 識別記号 FI F16F 15/08 F16F 15/08 B (72)発明者 山内 選 埼玉県大宮市三橋1丁目840番地 藤倉ゴ ム工業株式会社大宮工場内 (72)発明者 金田 一男 埼玉県大宮市三橋1丁目840番地 藤倉ゴ ム工業株式会社大宮工場内Continued on the front page (51) Int.Cl. 6 Identification code FI F16F 15/08 F16F 15/08 B (72) Inventor Satoshi Yamauchi 1-840 Mitsuhashi, Omiya-shi, Saitama Fujikura GOM Kogyo Co., Ltd. 72) Inventor Kazuo Kaneda 1-840 Mitsuhashi, Omiya City, Saitama Prefecture Inside the Omiya Plant of Fujikura Rubber Industries, Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 天然ゴム50〜90PHRにエチレンプ
ロピレンゴム10〜50PHRをブレンドしたことを特
徴とする免震積層ゴム用ゴム組成物。
1. A rubber composition for seismic isolation laminated rubber, characterized in that natural rubber 50 to 90 PHR is blended with ethylene propylene rubber 10 to 50 PHR.
JP3476897A 1997-02-19 1997-02-19 Rubber composition for earthquake-proof laminated rubber Withdrawn JPH10231383A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3476897A JPH10231383A (en) 1997-02-19 1997-02-19 Rubber composition for earthquake-proof laminated rubber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3476897A JPH10231383A (en) 1997-02-19 1997-02-19 Rubber composition for earthquake-proof laminated rubber

Publications (1)

Publication Number Publication Date
JPH10231383A true JPH10231383A (en) 1998-09-02

Family

ID=12423496

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3476897A Withdrawn JPH10231383A (en) 1997-02-19 1997-02-19 Rubber composition for earthquake-proof laminated rubber

Country Status (1)

Country Link
JP (1) JPH10231383A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015160903A (en) * 2014-02-27 2015-09-07 住友ゴム工業株式会社 High attenuation composition, earthquake-proof damper, and aseismic base isolation bearing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015160903A (en) * 2014-02-27 2015-09-07 住友ゴム工業株式会社 High attenuation composition, earthquake-proof damper, and aseismic base isolation bearing

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