JP2832983B2 - Damper - Google Patents
DamperInfo
- Publication number
- JP2832983B2 JP2832983B2 JP1033325A JP3332589A JP2832983B2 JP 2832983 B2 JP2832983 B2 JP 2832983B2 JP 1033325 A JP1033325 A JP 1033325A JP 3332589 A JP3332589 A JP 3332589A JP 2832983 B2 JP2832983 B2 JP 2832983B2
- Authority
- JP
- Japan
- Prior art keywords
- rubber
- damper
- present
- crosslinked
- crosslinked 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.)
- Expired - Fee Related
Links
- 229920001971 elastomer Polymers 0.000 claims description 94
- 239000005060 rubber Substances 0.000 claims description 94
- 239000000463 material Substances 0.000 claims description 38
- 239000003431 cross linking reagent Substances 0.000 claims description 16
- 229920000459 Nitrile rubber Polymers 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 8
- 239000005062 Polybutadiene Substances 0.000 claims description 7
- 229920001084 poly(chloroprene) Polymers 0.000 claims description 7
- 229920002857 polybutadiene Polymers 0.000 claims description 7
- 244000043261 Hevea brasiliensis Species 0.000 claims description 6
- 229920003049 isoprene rubber Polymers 0.000 claims description 6
- 229920003052 natural elastomer Polymers 0.000 claims description 6
- 229920001194 natural rubber Polymers 0.000 claims description 6
- 229920002379 silicone rubber Polymers 0.000 claims description 6
- 239000004945 silicone rubber Substances 0.000 claims description 6
- 229920000181 Ethylene propylene rubber Polymers 0.000 claims description 5
- 229920000800 acrylic rubber Polymers 0.000 claims description 5
- 229920001973 fluoroelastomer Polymers 0.000 claims description 5
- 238000002156 mixing Methods 0.000 claims description 5
- 229920000058 polyacrylate Polymers 0.000 claims description 5
- 239000004814 polyurethane Substances 0.000 claims description 5
- 229920002635 polyurethane Polymers 0.000 claims description 5
- 229920005549 butyl rubber Polymers 0.000 claims description 4
- 229920003048 styrene butadiene rubber Polymers 0.000 claims description 4
- 229920002943 EPDM rubber Polymers 0.000 claims description 3
- 229920005555 halobutyl Polymers 0.000 claims description 3
- 229920002681 hypalon Polymers 0.000 claims description 3
- 239000004709 Chlorinated polyethylene Substances 0.000 claims 2
- 238000004132 cross linking Methods 0.000 description 18
- 230000000694 effects Effects 0.000 description 13
- 238000013016 damping Methods 0.000 description 12
- -1 lead and others Chemical class 0.000 description 12
- 235000014113 dietary fatty acids Nutrition 0.000 description 10
- 239000000194 fatty acid Substances 0.000 description 10
- 229930195729 fatty acid Natural products 0.000 description 10
- 239000000314 lubricant Substances 0.000 description 10
- 229920003023 plastic Polymers 0.000 description 9
- 239000004033 plastic Substances 0.000 description 9
- 150000004665 fatty acids Chemical class 0.000 description 8
- 239000004014 plasticizer Substances 0.000 description 8
- 238000013329 compounding Methods 0.000 description 7
- 229920005989 resin Polymers 0.000 description 7
- 239000011347 resin Substances 0.000 description 7
- 229910052751 metal Inorganic materials 0.000 description 6
- 239000002184 metal Substances 0.000 description 6
- 239000003921 oil Substances 0.000 description 6
- 150000002148 esters Chemical class 0.000 description 5
- 239000000945 filler Substances 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 230000000704 physical effect Effects 0.000 description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 4
- 239000002131 composite material Substances 0.000 description 4
- 238000002955 isolation Methods 0.000 description 4
- 229920000642 polymer Polymers 0.000 description 4
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 3
- 239000003963 antioxidant agent Substances 0.000 description 3
- 239000000919 ceramic Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- XNGIFLGASWRNHJ-UHFFFAOYSA-N o-dicarboxybenzene Natural products OC(=O)C1=CC=CC=C1C(O)=O XNGIFLGASWRNHJ-UHFFFAOYSA-N 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- 239000011593 sulfur Substances 0.000 description 3
- 229910052717 sulfur Inorganic materials 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- IANQTJSKSUMEQM-UHFFFAOYSA-N 1-benzofuran Chemical compound C1=CC=C2OC=CC2=C1 IANQTJSKSUMEQM-UHFFFAOYSA-N 0.000 description 2
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Chemical class C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- RTZKZFJDLAIYFH-UHFFFAOYSA-N Diethyl ether Chemical compound CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 description 2
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Chemical class O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 229930195733 hydrocarbon Natural products 0.000 description 2
- 150000002430 hydrocarbons Chemical class 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 150000001451 organic peroxides Chemical class 0.000 description 2
- 239000000123 paper Substances 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 150000005846 sugar alcohols Polymers 0.000 description 2
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Chemical class OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 description 2
- 239000001993 wax Substances 0.000 description 2
- KPAPHODVWOVUJL-UHFFFAOYSA-N 1-benzofuran;1h-indene Chemical compound C1=CC=C2CC=CC2=C1.C1=CC=C2OC=CC2=C1 KPAPHODVWOVUJL-UHFFFAOYSA-N 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000004215 Carbon black (E152) Substances 0.000 description 1
- 239000004971 Cross linker Substances 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- YCKRFDGAMUMZLT-UHFFFAOYSA-N Fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 description 1
- 239000005909 Kieselgur Substances 0.000 description 1
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004721 Polyphenylene oxide Substances 0.000 description 1
- 235000021355 Stearic acid Nutrition 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- WNLRTRBMVRJNCN-UHFFFAOYSA-L adipate(2-) Chemical compound [O-]C(=O)CCCCC([O-])=O WNLRTRBMVRJNCN-UHFFFAOYSA-L 0.000 description 1
- 150000001298 alcohols Chemical class 0.000 description 1
- 125000001931 aliphatic group Chemical group 0.000 description 1
- 125000002947 alkylene group Chemical group 0.000 description 1
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 1
- 230000003078 antioxidant effect Effects 0.000 description 1
- 125000003118 aryl group Chemical group 0.000 description 1
- NTXGQCSETZTARF-UHFFFAOYSA-N buta-1,3-diene;prop-2-enenitrile Chemical compound C=CC=C.C=CC#N NTXGQCSETZTARF-UHFFFAOYSA-N 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 125000004386 diacrylate group Chemical group 0.000 description 1
- LYCAIKOWRPUZTN-UHFFFAOYSA-N ethylene glycol Natural products OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 150000002191 fatty alcohols Chemical class 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000009477 glass transition Effects 0.000 description 1
- 150000002334 glycols Chemical class 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 1
- 239000012770 industrial material Substances 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 239000011256 inorganic filler Substances 0.000 description 1
- 229910003475 inorganic filler Inorganic materials 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000005923 long-lasting effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- 229910044991 metal oxide Inorganic materials 0.000 description 1
- 150000004706 metal oxides Chemical class 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 239000010445 mica Substances 0.000 description 1
- 229910052618 mica group Inorganic materials 0.000 description 1
- OQCDKBAXFALNLD-UHFFFAOYSA-N octadecanoic acid Natural products CCCCCCCC(C)CCCCCCCCC(O)=O OQCDKBAXFALNLD-UHFFFAOYSA-N 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 150000003014 phosphoric acid esters Chemical class 0.000 description 1
- XNGIFLGASWRNHJ-UHFFFAOYSA-L phthalate(2-) Chemical compound [O-]C(=O)C1=CC=CC=C1C([O-])=O XNGIFLGASWRNHJ-UHFFFAOYSA-L 0.000 description 1
- 229920001515 polyalkylene glycol Polymers 0.000 description 1
- 229920013639 polyalphaolefin Polymers 0.000 description 1
- 229920001083 polybutene Polymers 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920000223 polyglycerol Polymers 0.000 description 1
- 229920000151 polyglycol Polymers 0.000 description 1
- 239000010695 polyglycol Substances 0.000 description 1
- 229920005594 polymer fiber Polymers 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229940116351 sebacate Drugs 0.000 description 1
- CXMXRPHRNRROMY-UHFFFAOYSA-L sebacate(2-) Chemical compound [O-]C(=O)CCCCCCCCC([O-])=O CXMXRPHRNRROMY-UHFFFAOYSA-L 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 239000008117 stearic acid Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- 235000007586 terpenes Nutrition 0.000 description 1
- 229920002725 thermoplastic elastomer Polymers 0.000 description 1
- 239000011345 viscous material Substances 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
- 239000002759 woven fabric Substances 0.000 description 1
- 239000008096 xylene Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F1/00—Springs
- F16F1/36—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
- F16F1/3605—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers characterised by their material
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F3/00—Spring units consisting of several springs, e.g. for obtaining a desired spring characteristic
- F16F3/08—Spring units consisting of several springs, e.g. for obtaining a desired spring characteristic with springs made of a material having high internal friction, e.g. rubber
- F16F3/087—Units comprising several springs made of plastics or the like material
- F16F3/093—Units comprising several springs made of plastics or the like material the springs being of different materials, e.g. having different types of rubber
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Vibration Prevention Devices (AREA)
- Springs (AREA)
- Vibration Dampers (AREA)
- Processes Of Treating Macromolecular Substances (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は機器や構造物等の被加振体に伝達される振動
もしくは震動(以下、振動と略)エネルギーを吸収する
ダンパー(減衰装置)に係り、特に架橋度の著しく低い
微架橋ゴムの粘弾性的性質をダンピング効果として利用
することを特徴とするダンパーに関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a damper (damping device) that absorbs vibration or vibration (hereinafter abbreviated as vibration) energy transmitted to a vibrated body such as an apparatus or a structure. More particularly, the present invention relates to a damper characterized by utilizing the viscoelastic properties of a finely crosslinked rubber having an extremely low degree of crosslinking as a damping effect.
[従来の技術] 機器や構造物等に加わる地震等による振動を減少させ
るものとして、ダンパーが従来より知られている。タン
パーは、それを構成する素材のエネルギー吸収能力を利
用して、振動エネルギーを吸収するものである。従来の
ダンパーは、鉛等の金属、その他に現れる塑性効果を利
用したものと、オイル等の粘性効果を利用したものとに
大別される。[Related Art] A damper has been conventionally known as a device for reducing vibration caused by an earthquake or the like applied to a device or a structure. The tamper absorbs vibration energy by utilizing the energy absorbing ability of a material constituting the tamper. Conventional dampers are roughly classified into those using a plastic effect appearing in metals such as lead and others, and those using a viscous effect such as oil.
[発明が解決しようとする課題] 従来のダンパーにおいて、塑性効果を利用したダンパ
ーでは、その変形が小さい領域では、弾性変形となるた
め、ダンピング効果が殆ど現れないという問題がある。[Problems to be Solved by the Invention] In a conventional damper, in a damper using a plastic effect, there is a problem that a damping effect hardly appears in a region where the deformation is small, since the deformation is elastic.
一方、オイル等の粘性効果を利用したダンパーでは、
大きなダンピング効果を得るためには、装置を大型化せ
ざるを得ず、その上、オイルの取扱いや、製品としての
成型加工が難しいなどの問題点がある。しかも、長期使
用時の維持、保全のための作業が煩雑で、保守管理が容
易ではないという欠点もある。On the other hand, in a damper that uses the viscous effect of oil etc.,
In order to obtain a large damping effect, the size of the apparatus must be increased, and further, there are problems such as difficulty in handling oil and molding as a product. In addition, there is a disadvantage in that maintenance and maintenance work during long-term use is complicated and maintenance management is not easy.
本発明は、前記従来の問題点を解決し、 できるだけ大きな粘性効果を保つ材料で構成され その材料の粘性効果(ダンピング効果)を最大限に
発現させる構造であって、 成型加工が簡単 取扱いが簡単 このため、大幅なコストダウンが図れる という理想的な粘弾性ダンパーを提供することを目的と
するものである。The present invention solves the above-mentioned conventional problems and is made of a material that maintains a viscous effect as large as possible and has a structure that maximizes the viscous effect (damping effect) of the material. Therefore, it is an object of the present invention to provide an ideal viscoelastic damper capable of significantly reducing costs.
[課題を解決するための手段] 本発明のダンパーは、エチレンプロピレンゴム(EP
R、EPDM)、ニトリルゴム(NBR)、ブチルゴム(II
R)、ハロゲン化ブチルゴム(CIR)、クロロプレンゴム
(CR)、天然ゴム(NR)、イソプレンゴム(IR)、スチ
レンブタジエンゴム(SBR)、ブタジエンゴム(BR)、
アクリルゴム(AR)、ポリウレタン(UR)、シリコンゴ
ム(SiR)、フッ素ゴム(FR)、クロロスルフォン化ポ
リエチレン(CSM)及び塩素化ポリエチルン(CPE)の1
種又は2種以上よりなるゴム材料に、各ゴム材料につい
て後述の第1表の通り定義される最少架橋剤配合量の1
〜70%の架橋剤を配合したゴム組成物を架橋してなる、
下記物性を有する微架橋ゴムより少なくともその一部が
構成されていることを特徴とする。[Means for Solving the Problems] The damper of the present invention uses ethylene propylene rubber (EP
R, EPDM), nitrile rubber (NBR), butyl rubber (II
R), halogenated butyl rubber (CIR), chloroprene rubber (CR), natural rubber (NR), isoprene rubber (IR), styrene butadiene rubber (SBR), butadiene rubber (BR),
Acrylic rubber (AR), polyurethane (UR), silicone rubber (SiR), fluoro rubber (FR), chlorosulfonated polyethylene (CSM) and chlorinated polyethylone (CPE)
In the rubber material composed of one or more kinds, the minimum crosslinker compounding amount defined as shown in Table 1 below for each rubber material is set to 1
Crosslinked rubber composition containing ~ 70% crosslinking agent,
It is characterized in that at least a part of the crosslinked rubber has the following physical properties.
25℃,50%引張変形時のヒステリシス比(h50)が0.25
以上。Hysteresis ratio (h 50 ) at 25 ° C and 50% tensile deformation is 0.25
that's all.
即ち、本発明者らは、従来の粘性ダンパーの欠点を解
消し、前記〜の特性を備えた理想的な粘弾性ダンパ
ーを得るべく、繰り返し耐久性、製造コスト、メンテナ
ンス等を総合的に検討した結果、架橋度の著しく低い微
架橋ゴムの高減衰性(高ヒステリシスロス性)を利用す
ることにより、良好なダンピング効果が奏され極めて高
減衰のダンパーが得られることを見出し、本発明を完成
させた。That is, the present inventors comprehensively studied repetition durability, manufacturing cost, maintenance, and the like in order to eliminate the disadvantages of the conventional viscous damper and obtain an ideal viscoelastic damper having the above characteristics. As a result, it has been found that by utilizing the high damping property (high hysteresis loss property) of the finely crosslinked rubber having a remarkably low degree of cross-linking, a good damping effect is exhibited and a very high damping damper can be obtained. Was.
ところで、当然のことながら、ゴム材料というのは一
部の熱可塑性エラストマーを除けば、十分架橋した状態
で製品として利用するものである。このような架橋によ
って初めて、ゴム材料は大変形しても元の状態に復元す
る特性、即ちゴム弾性を持つようになるのである。従っ
て、架橋が十分でないと、弾性率や強度が低く、特に耐
久性、接着性が低いなどの欠点が現われ、更に製造時に
ゴムが発泡するなどの問題を引きおこすことが当然予想
される。このため、従来において、本発明の如く、微架
橋状態のゴムを製品として、しかも長期間耐久製品とし
て利用することは一般的には常識外のことであった。By the way, as a matter of course, the rubber material is used as a product in a sufficiently crosslinked state except for a part of the thermoplastic elastomer. Only by such cross-linking can the rubber material have the property of restoring its original state even after a large deformation, that is, rubber elasticity. Therefore, if crosslinking is not sufficient, defects such as low elastic modulus and strength, particularly low durability and low adhesiveness appear, and it is expected that problems such as foaming of rubber during production will be caused. For this reason, in the past, as in the present invention, it was generally uncommon to use a slightly crosslinked rubber as a product and as a long-lasting product.
以下、本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.
まず、本発明で用いるゴム材料について以下に記す。 First, the rubber material used in the present invention will be described below.
本発明で用いるゴム材料は、エチレンプロピレンゴム
(EPR、EPDM)、ニトリルゴム(NBR)、ブチルゴム(II
R)、ハロゲン化ブチルゴム(CIR)、クロロプレンゴム
(CR)、天然ゴム(NR)、イソプレンゴム(IR)、スチ
レンブタジエンゴム(SBR)、ブタジエンゴム(BR)、
アクリルゴム(AR)、エチレン−酢ビゴム(EVA)、ポ
リウレタン(UR)、シリコンゴム(SiR)、フッ素ゴム
(FR)、クロロスルフォン化ポリエチレン(CSM)、塩
素化ポリエチルン(CPE)である。Rubber materials used in the present invention include ethylene propylene rubber (EPR, EPDM), nitrile rubber (NBR), butyl rubber (II
R), halogenated butyl rubber (CIR), chloroprene rubber (CR), natural rubber (NR), isoprene rubber (IR), styrene butadiene rubber (SBR), butadiene rubber (BR),
Acrylic rubber (AR), ethylene-vinyl acetate rubber (EVA), polyurethane (UR), silicone rubber (SiR), fluorine rubber (FR), chlorosulfonated polyethylene (CSM), and chlorinated polyethylone (CPE).
本発明においては、このようなゴム材料に対して、一
般の最小架橋剤配合量の1〜70%の極めて少ない量の架
橋剤を配合して架橋することにより、架橋密度を十分低
くおさえて微小架橋(本発明において、このように、架
橋度の著しく小さいものを「微架橋」という。)ゴムと
したものを用いる。In the present invention, such a rubber material is mixed with an extremely small amount of a crosslinking agent of 1 to 70% of the general minimum amount of the crosslinking agent to be crosslinked, whereby the crosslink density is sufficiently reduced and the fineness is reduced. A crosslinked rubber (in the present invention, a material having a remarkably small degree of crosslinking is referred to as "fine crosslinking") is used.
ここで、本発明における架橋剤の配合量について説明
する。Here, the blending amount of the crosslinking agent in the present invention will be described.
一般に、ゴム材料に対する最適架橋剤の配合量(即
ち、最適架橋密度)は、ある程度の幅はあるものの、ほ
ぼ定まった値となっている。これはゴム製品としての必
要な性能(例えば、弾性率、強度、耐疲労性、接着性、
復元性等)を満たすためである。In general, the blending amount of the optimal crosslinking agent (that is, the optimal crosslinking density) with respect to the rubber material has a certain value, but is a substantially fixed value. This is the performance required for rubber products (e.g., modulus, strength, fatigue resistance, adhesion,
This is for satisfying the resilience.
一方、ゴム材料に対する架橋剤の使い方は、一般に次
のように大別される。On the other hand, the usage of a crosslinking agent for a rubber material is generally roughly classified as follows.
イオウを主にして、架橋促進剤を加える。 The crosslinking accelerator is added mainly with sulfur.
イオウを少なくして、架橋促進剤を多くする。 Reduce sulfur and increase crosslinking accelerator.
有機過酸化物を用いる。 Use an organic peroxide.
従って、イオウ又は有機過酸化物と架橋促進剤の和
(以後、この総和を「架橋剤」と称す。)が、ゴム材料
の架橋密度を決定すると考えることができる。Therefore, it can be considered that the sum of sulfur or an organic peroxide and a cross-linking accelerator (hereinafter, this sum is referred to as “cross-linking agent”) determines the cross-link density of the rubber material.
各種ゴム材料に対する架橋条件(加硫条件とも言う)
と物性値は、『工業材料:29巻第11号(1981年)第37頁
〜第136頁』に網羅されている。特に、多種類のゴム材
料について、各製造メーカー別に架橋剤の実例が詳細に
記述されている。これらのうち、各種ゴム材料に対して
必要な架橋剤の量を平均的な配合と最少架橋剤配合とに
分けて第1表にまとめた。ただし、数値はphr表示(ゴ
ム100重量部に対する架橋剤の重量部)で示してある。Crosslinking conditions for various rubber materials (also called vulcanization conditions)
And physical property values are covered in “Industrial Materials: Vol. 29, No. 11, (1981), pp. 37-136”. In particular, examples of crosslinking agents are described in detail for each manufacturer for various types of rubber materials. Of these, the amounts of crosslinking agents required for various rubber materials are summarized in Table 1 by dividing them into an average formulation and a minimum crosslinking agent formulation. However, the numerical values are shown in phr (parts by weight of crosslinking agent with respect to 100 parts by weight of rubber).
前述の如く、ゴム成分としての性能をバランス良く発
揮させるには、最適な架橋配合量を採用する必要がある
が、第1表で平均的配合量として挙げているのがこの最
適配合量に相当する。一方、第1表に示す最少架橋剤配
合量は、特に架橋剤を少なく用いる時の特殊ケースと考
えて良い。 As described above, in order to exert the performance as a rubber component in a well-balanced manner, it is necessary to employ an optimum amount of the cross-linking compound. However, the average compounding amount in Table 1 corresponds to the optimum compounding amount. I do. On the other hand, the minimum amount of the crosslinking agent shown in Table 1 may be considered as a special case when a small amount of the crosslinking agent is used.
本発明においては、第1表に示す各種ゴム材料に対し
て配合すべき最少架橋剤配合量の1〜70重量%、好まし
くは5〜60重量%、特に好ましくは10〜50重量%の架橋
剤を配合する。In the present invention, 1 to 70% by weight, preferably 5 to 60% by weight, particularly preferably 10 to 50% by weight of the minimum amount of the crosslinking agent to be added to the various rubber materials shown in Table 1 Is blended.
このように非常に少ない架橋配合量とすることによ
り、本発明のダンパーを構成する微架橋ゴムは、下記
(i)の物性を備えるものとなる。By setting such a very small amount of crosslinking, the finely crosslinked rubber constituting the damper of the present invention has the following physical properties (i).
(i) 25℃,50%引張変形時のヒステリシス比(h50)
が0.25以上なお、引張速度200mm/minで、h50は、第17図
の応力−歪曲線において の面積比で与えられる。(I) 25 ℃, hysteresis ratio at 50% tensile deformation (h 50)
Note but 0.25 or more, at a tensile speed of 200 mm / min, h 50, the stress of FIG. 17 - in strain curve Given by the area ratio of
本発明では、このh50の値が0.30以上、さらには0.35
以上とりわけ0.40以上であることが特に好適である。In the present invention, the value of the h 50 is 0.30 or more, further 0.35
It is particularly preferable that it is at least 0.40 or more.
本発明のダンパーは、さらに次の(ii)の特性を有す
ることが好適である。The damper of the present invention preferably further has the following characteristic (ii).
(ii) ガラス転移温度(Tg)が−10℃〜30℃の範囲に
なく、5Hz,0.01%繰り返し変形時の10℃,30℃における
貯蔵弾性率E(−10゜「), 以下とりわけ7以下、さらには5以下、特に3以下。(Ii) The glass transition temperature (Tg) is not in the range of -10 ° C to 30 ° C, and the storage elastic modulus E (−10 ° “) at 10 ° C and 30 ° C under 5Hz, 0.01% repeated deformation. Below, especially below 7, further below 5, especially below 3.
なお、本発明において、前記ゴム材料は単独で用いて
も、2種以上をブレンドして用いても良い。また、これ
らのゴム材料には、各種充填剤、粘着付与剤、滑剤、老
化防止剤、可塑剤、軟化剤、低分子量ポリマー、オイル
等、ゴム材料に一般的な配合剤を混合することにより、
目的に応じた硬さ、ロス特性、耐久性を付与することも
できる。特に長期間に亙り所定の性能を維持するために
上記のゴム材料に適切な老化防止剤、重合禁止剤、スコ
ーチ防止剤等の安定剤を加えたり、ポリマー自身を水
添、その他の変性を行なうことにより安定化を図ること
は極めて有効である。In the present invention, the rubber material may be used alone or as a blend of two or more. In addition, these rubber materials, various fillers, tackifiers, lubricants, antioxidants, plasticizers, softeners, low molecular weight polymers, oils, etc., by mixing a general compounding agent for rubber materials,
Hardness, loss characteristics and durability can be imparted according to the purpose. Particularly, in order to maintain a predetermined performance over a long period of time, a suitable stabilizer such as an antioxidant, a polymerization inhibitor or an anti-scorch agent is added to the above rubber material, or the polymer itself is hydrogenated or otherwise modified. It is extremely effective to achieve stabilization.
これらの添加剤としては、例えば次のようなものが望
ましい。For example, the following are desirable as these additives.
充填剤: クレー、珪藻土、カーボンブラック、シ
リカ、タルク、硫酸バリウム、炭酸カルシウム、炭酸マ
グネシウム、金属酸化物、マイカ、グラファイト、水酸
化アルミニウム等の鱗片状無機充填剤、各種の金属粉、
木片、ガラス粉、セラミックス粉、粒状ないし粉末ポリ
マー等の粒状ないし粉体状固体充填剤、その他各種の天
然又は人工の短繊維、長繊維(例えば、ワラ、毛、ガラ
スファイバー、金属ファイバー、その他各種のポリマー
ファイバー等)等のゴム用あるいは樹脂用充填剤。Fillers: clay, diatomaceous earth, carbon black, silica, talc, barium sulfate, calcium carbonate, magnesium carbonate, metal oxides, mica, graphite, flaky inorganic fillers such as aluminum hydroxide, various metal powders,
Wood chips, glass powder, ceramic powder, granular or powdered solid fillers such as granular or powdered polymers, and other various natural or artificial short fibers and long fibers (eg, straw, wool, glass fiber, metal fiber, various other types) Fillers for rubber or resin, such as polymer fibers.
軟化剤; アロマティック系、ナフテン系、パラフ
ィン系等の各種ゴム用あるいは樹脂用軟化剤。Softeners: Softeners for various rubbers or resins such as aromatic, naphthenic and paraffinic.
可塑剤: フタル酸エステル、フタル酸混基エステ
ル、脂肪族二塩基酸エステル、グリコールエステル、脂
肪酸エステル、リン酸エステル、ステアリン酸エステル
等の各種エステル系可塑剤、エポキシ系可塑剤、その他
のプラスチック用可塑剤又は、フタレート系、アジペー
ト系、セバケート系、フォスフェート系、ポリエーテル
系、ポリエステル系等のNBR用可塑剤。Plasticizers: Various ester plasticizers such as phthalic acid ester, phthalic acid mixed ester, aliphatic dibasic acid ester, glycol ester, fatty acid ester, phosphoric acid ester, stearic acid ester, epoxy plasticizer, and other plastics Plasticizers or NBR plasticizers such as phthalate, adipate, sebacate, phosphate, polyether and polyester.
粘着付与剤: クマロン樹脂、クマロン−インデン
樹脂、フェノールテルペン樹脂、石油系炭化水素、ロジ
ン誘導体等の各種粘着付与剤(タッキファイヤー)。Tackifiers: Various tackifiers (tackifiers) such as coumarone resin, coumarone-indene resin, phenol terpene resin, petroleum hydrocarbons, and rosin derivatives.
オリゴマー: クラウエーテル、含フッ素オリゴマ
ー、ポリブテン、キシレン樹脂、塩化ゴム、ポリエチレ
ンワックス、石油樹脂、ロジンエステルゴム、ポリアル
キレングリコールジアクリレート、液状ゴム(ポリブタ
ジエン、スチレン−ブタジエンゴム、ブタジエン−アク
リロニトリルゴム、ポリクロロプレン等)、シリコーン
系オリゴマー、ポリ−α−オレフィン等の各種オリゴマ
ー。Oligomer: Clau ether, fluorinated oligomer, polybutene, xylene resin, chlorinated rubber, polyethylene wax, petroleum resin, rosin ester rubber, polyalkylene glycol diacrylate, liquid rubber (polybutadiene, styrene-butadiene rubber, butadiene-acrylonitrile rubber, polychloroprene Various oligomers such as silicone-based oligomers and poly-α-olefins.
滑剤: パラフィン、ワックス等の炭化水素系滑
剤、高級脂肪酸、オキシ脂肪酸等の脂肪酸系滑剤、脂肪
酸アミド、アルキレンビス脂肪酸アミド等の脂肪酸アミ
ド系滑剤、脂肪酸低級アルコールエステル、脂肪酸多価
アルコールエステル、脂肪酸ポリグリコールエステル等
のエステル系滑剤、脂肪アルコール、多価アルコール、
ポリグリコール、ポリグリセロール等のアルコール系滑
剤、金属石鹸、混合系混剤等の各種滑剤。Lubricants: hydrocarbon lubricants such as paraffin and wax, fatty acid lubricants such as higher fatty acids and oxy fatty acids, fatty acid amide lubricants such as fatty acid amides and alkylene bis fatty acid amides, fatty acid lower alcohol esters, fatty acid polyhydric alcohol esters, and fatty acid poly Ester lubricants such as glycol esters, fatty alcohols, polyhydric alcohols,
Various lubricants such as alcohol-based lubricants such as polyglycol and polyglycerol, metal soaps, and mixed-type blends.
[作用] 周知の通り、ゴム材料は、未架橋状態では高分子量の
有機粘性体であることから、極めて高い減衰性を具備し
ている。本発明者らは、この未架橋ゴムの高減衰性を利
用したダンパーを用いた免震装置について先に特許出願
し(特願昭61−183196、特願昭61−234897、特願昭62−
157191)、優れた効果を得ている。[Action] As is well known, the rubber material is a high-molecular-weight organic viscous material in an uncrosslinked state, and therefore has an extremely high damping property. The present inventors have previously filed patent applications for a seismic isolation device using a damper utilizing the high damping property of this uncrosslinked rubber (Japanese Patent Application Nos. 61-183196, 61-234897, 62-34897, 62-1987).
157191), with excellent effects.
ところが、第16図に示すように未架橋ゴムは小変形で
はかなり高い弾性率を示すが、変形(歪)が大きくなる
と弾性率が急激に低下してしまい、製品として必要な強
度を得ることが困難となる。However, as shown in Fig. 16, uncrosslinked rubber shows a fairly high elastic modulus at small deformation, but the elastic modulus drops sharply as the deformation (strain) increases, and the required strength as a product may not be obtained. It will be difficult.
一方、これらのゴム材料を十分架橋する(架橋点を導
入する)と、弾性率、強度とも高いものとなり優れた復
元性が発現される。しかしながら、その結果として減衰
性能(ヒステリシス)は急激に低下する。On the other hand, if these rubber materials are sufficiently cross-linked (cross-linking points are introduced), the elastic modulus and the strength become high, and excellent resilience is exhibited. However, as a result, the damping performance (hysteresis) sharply decreases.
本発明のダンパーは、架橋剤を少なくすることにより
架橋密度を十分低くおさえ、特定の物性を付与した微架
橋ゴムを用いることにより、ゴムの未架橋状態での高ヒ
ステリシス性と、架橋状態における優れた機械的特性と
を兼備させたものである。The damper of the present invention has a sufficiently low cross-linking density by reducing the amount of the cross-linking agent, and has a high hysteresis property in an uncross-linked state of the rubber and an excellent cross-linked state by using a fine cross-linked rubber having specific physical properties. It also has the same mechanical properties as those described above.
[実施例] 第2表に示すNo.1,2の配合物を微架橋させ、25℃、50
%引張変形時のヒステリシス比h50の、引張強度(破断
強度)E及び破断時伸び率(%)を測定した。その結果
を第2表に併せて示す。No.1,2のものはいずれもh50が
0.25以上であり、本発明例のダンパーとして好適であ
る。[Examples] The blends of Nos. 1 and 2 shown in Table 2 were finely crosslinked,
% Of tensile deformation when the hysteresis ratio h 50, the tensile strength (breaking strength) E and elongation at break (%) were measured. The results are shown in Table 2. No. 1 and 2 have h 50
0.25 or more, which is suitable as the damper of the present invention.
以下、図面を参照して本発明のダンパーの具体的な構
造について説明する。 Hereinafter, a specific structure of the damper of the present invention will be described with reference to the drawings.
本発明のダンパーの構成は、下記(A)、(B)に大
きく分類される。The configuration of the damper of the present invention is roughly classified into the following (A) and (B).
(A) 微架橋ゴムを中心とした単体で構成されたダン
パー。(A) A damper composed solely of a finely crosslinked rubber.
(B) 微架橋ゴムと硬質材との複合体として構成され
たダンパー。(B) A damper configured as a composite of a slightly crosslinked rubber and a hard material.
(A)微架橋ゴムを中心として単体で構成する場合と
しては、次の(A)−,(A)−,(A)−,
(A)−が挙げられる。(A) The following cases (A)-, (A)-, (A)-,
(A)-.
(A)−: 同一微架橋ゴムを任意の形状体としたも
の。(A)-: The same finely crosslinked rubber in an arbitrary shape.
具体的には、第1図に示すような直方体状ダンパー1
又は第2図に示すような円柱状ダンパー2が挙げられる
が、形状は製品の目的に応じ任意に選択できる。Specifically, a rectangular parallelepiped damper 1 as shown in FIG.
Alternatively, a columnar damper 2 as shown in FIG. 2 can be mentioned, but the shape can be arbitrarily selected according to the purpose of the product.
(A)−: 多層構造微架橋ゴムとしたもの。(A)-: a multilayered crosslinked rubber.
これはゴム種、配合種、架橋度等の異なった微架橋ゴ
ムを上下、水平、内外方向などに多層化させるか、ある
いはマクロ的に不均一分散性を持たせることによって、
任意の性能(弾性率、破壊特性、ヒステリシス性など)
を得るように構成したものである。This is achieved by multiplying microscopically crosslinked rubber with different rubber type, compounding type, degree of crosslinking, etc. vertically, horizontally, inward or outward, or by giving macroscopically non-uniform dispersibility.
Optional performance (elastic modulus, fracture characteristics, hysteresis, etc.)
Is obtained.
具体的には、第3図又は第4図に示す如く、ゴム種、
配合種、架橋度等の異なる微架橋ゴム層a1、a2…anを鉛
直方向又は水平方向に積層したダンパー3、4、あるい
は、第5図に示す如く、このような異なる微架橋ゴム層
a1、a2、…anを同軸的に配置したダンパー5等が挙げら
れる。Specifically, as shown in FIG. 3 or FIG.
Dampers 3 and 4 in which finely crosslinked rubber layers a 1 , a 2 ... An having different blending types, degrees of crosslinking, etc. are laminated vertically or horizontally, or as shown in FIG. layer
a 1, a 2, ... a n damper 5 or the like coaxially arranged like a.
(A)−: 微架橋ゴムと高架橋ゴムとの複合体とし
たもの。(A)-: A composite of a slightly crosslinked rubber and a highly crosslinked rubber.
即ち、微架橋ゴムの外表面部分又は内部の一部を一般
的な架橋ゴム(第1表に於ける平均的配合量を用いた架
橋ゴム。以下、「高架橋ゴム」と称す。)で被覆しない
複合化したもの。That is, the outer surface portion or a part of the inside of the finely crosslinked rubber is not covered with a general crosslinked rubber (a crosslinked rubber using an average compounding amount in Table 1; hereinafter, referred to as "highly crosslinked rubber"). Compounded.
具体的には、第6図に示す如く、微架橋ゴムaの側周
面を高架橋ゴムbで被覆したダンパー6、第7図に示す
如く、高架橋ゴムbで形成された格子枠体に微架橋ゴム
aを充填したダンパー7等が挙げられる。更に、高架橋
ゴムを微架橋ゴム中に部分的に分散させることも可能で
ある。Specifically, as shown in FIG. 6, a damper 6 in which the side peripheral surface of the finely crosslinked rubber a is covered with a highly crosslinked rubber b, and as shown in FIG. A damper 7 filled with rubber a may be used. Further, the highly crosslinked rubber can be partially dispersed in the finely crosslinked rubber.
この場合、高架橋ゴムには、必要に応じて前述の各種
充填材、粘着付与剤、滑剤、老化防止剤、可塑剤、軟化
剤、低分子量ポリマー、オイル等、ゴム材料に一般的な
配合剤を混合することができる。更に、この高架橋ゴム
には、後述の(B)の項で述べるような硬質材を適当に
積層化して併用することもできる。In this case, if necessary, the above-mentioned various fillers, tackifiers, lubricants, antioxidants, plasticizers, softeners, low-molecular-weight polymers, oils, and other compounding agents commonly used in rubber materials are used for the highly crosslinked rubber. Can be mixed. Further, the highly crosslinked rubber may be used by appropriately laminating a hard material as described later in the section (B).
(A)−:微架橋ゴムと未架橋ゴム等との複合体とし
たもの。(A)-: A composite of a slightly crosslinked rubber and an uncrosslinked rubber or the like.
前述の如く、本発明においては、未架橋ゴムは主配合
として用いることはできないが、補助的に一部用いるこ
とは可能である。具体的には、未架橋ゴムを微架橋ゴム
中に分散させたもの、あるいは、第8図に示す如く、各
々独立の構造体として、微架橋ゴムa中に未架橋ゴムc
を封入したダンパー8等が挙げられる。As described above, in the present invention, the uncrosslinked rubber cannot be used as the main compound, but can be partially used as an auxiliary. Specifically, the non-crosslinked rubber is dispersed in the finely crosslinked rubber, or as shown in FIG.
And the like.
ここで、未架橋ゴムの代りに前掲の可塑剤、軟化剤、
粘着賦与剤、オリゴマー、滑剤等を用いることもでき
る。Here, instead of the uncrosslinked rubber, the above-mentioned plasticizer, softener,
Tackifiers, oligomers, lubricants and the like can also be used.
(B)微架橋ゴムと硬質材とを複合させて構成したダ
ンパーとしては、上記(A)−,(A)−,(A)
−,(A)−のいずれかに更に硬質材を複合したも
のが挙げられる。(B) As the damper constituted by combining a slightly crosslinked rubber and a hard material, the above-mentioned (A)-, (A)-, (A)
-And (A)-further combined with a hard material.
具体的には、第9図又は第10図に示す如く、微架橋ゴ
ムaあるいはこれを主体とする層と、硬質材dを鉛直方
向又は水平方向に積層したダンパー9、10あるいは、第
11図の如くこれらを同軸的に配置したダンパー11等が挙
げられる。Specifically, as shown in FIG. 9 or FIG. 10, dampers 9, 10 in which a finely crosslinked rubber a or a layer mainly composed of the rubber a and a hard material d are vertically or horizontally laminated, or
As shown in FIG. 11, there is a damper 11 or the like in which these are arranged coaxially.
この場合、硬質材としては、特に制限されないが、例
えば金属、セラミックス、ガラス、FRP、プラスチッ
ク、ポリウレタン、高硬度ゴム、木材、岩石、砂、紙、
革等を用いることができる。In this case, the hard material is not particularly limited, for example, metal, ceramics, glass, FRP, plastic, polyurethane, high hardness rubber, wood, rock, sand, paper,
Leather or the like can be used.
また、硬質材の形状としては板状、網状、波状、ハニ
カム状、織物などの各種の構造体が用いられる。As the shape of the hard material, various structures such as a plate shape, a net shape, a wavy shape, a honeycomb shape, and a woven fabric are used.
本発明のダンパーは、更に、 (C): 上記(A),(B)の構造体と、硬質板との
複合ユニット であっても良い。The damper of the present invention may further be (C): a composite unit of the structures (A) and (B) and a hard plate.
例えば、第12図に示す如く、(A)又は(B)の構成
よりなる構造体eの上下面に硬質板fを貼りつけこれを
ユニットとしたダンパー12が挙げられる。実際には、こ
のユニットダンパー12を1つで、あるいは、2つ以上を
水平方向又は上下方向に重ね合せて用いるのが有利であ
る。2つ以上の重ね合せの場合、用いるユニットは構造
的、配合的に同一種であっても、異種であってもかまわ
ない。For example, as shown in FIG. 12, there is a damper 12 in which a hard plate f is attached to the upper and lower surfaces of a structure e having the configuration of FIG. In practice, it is advantageous to use one unit damper 12 or two or more unit dampers 12 superposed horizontally or vertically. In the case of two or more superpositions, the units used may be of the same type or different in structure and composition.
このような構成において、用いる硬質板としては、例
えば、金属、セラミックス、FRP、プラスチック、ガラ
ス、木材、紙材、ポリウレタン、高硬度ゴム等が挙げら
れる。In such a configuration, examples of the hard plate to be used include metal, ceramics, FRP, plastic, glass, wood, paper, polyurethane, and high hardness rubber.
このように硬質板fを備えた構成とする場合、微架橋
ゴムと硬質板fとの接着力を強くするために、第13図に
示す如く、微架橋ゴムaと硬質板fとの界面に、必要に
応じて、同種又は異種の高架橋度のゴムbを介在させて
架橋接着したダンパー13とすることは極めて有効であ
る。また、接着には、適当な接着剤を用いても良い。In the case where the hard plate f is provided as described above, as shown in FIG. 13, the interface between the finely crosslinked rubber a and the hard plate f is increased in order to increase the adhesive force between the finely crosslinked rubber and the hard plate f. If necessary, it is extremely effective to form a damper 13 which is cross-linked and adhered by interposing rubber b having the same or different kind of high cross-linking degree. In addition, an appropriate adhesive may be used for bonding.
このような本発明のダンパーは、例えば、次のように
して使用することができる。Such a damper of the present invention can be used, for example, as follows.
[I] 前記(A)、(B)、(C)の構成のダンパー
を振動源と被加振体間に直接挿入して使用する。[I] The damper having the configuration of (A), (B) or (C) is used by directly inserting it between the vibration source and the vibrator.
[II] 前記(A)、(B)、(C)の構成のダンパー
を他の構造製品内に封入して使用する。[II] The damper having the structure of (A), (B) or (C) is used by being enclosed in another structural product.
[II]の構成においては、免震ゴムや、防振ゴム、防
舷材、その他の振動減衰を目的とする製品の内部に封入
することにより、多機能性を賦与することができる。In the configuration of [II], multifunctionality can be imparted by enclosing in seismic isolation rubber, anti-vibration rubber, fenders, and other products for the purpose of damping vibration.
具体的には、第14図に示す如く、硬質層21と軟質層22
との積層体よりなる免震ゴム20の中心部に、本発明のダ
ンパー30を挿入し、フランジ23を上下に取りつけた構造
とすることができる。また、第15図に示す如く、防振ゴ
ム又は防舷材40の中心部に本発明のダンパー30を挿入し
た構造とすることができる。Specifically, as shown in FIG. 14, the hard layer 21 and the soft layer 22
The damper 30 of the present invention is inserted into the center of the seismic isolation rubber 20 made of the laminate of the above, and the flange 23 can be mounted vertically. Further, as shown in FIG. 15, it is possible to adopt a structure in which the damper 30 of the present invention is inserted into the center of the vibration-proof rubber or the fender 40.
第18,19図に、第14図に関連した別の実施例を示す。
第18図の実施例は、第14図において、ダンパー30の中央
部に貫通孔を設け、この貫通孔内に弾塑性体31を設置し
たものである。弾塑性体の好適材料としては鉛が例示さ
れている。18 and 19 show another embodiment related to FIG.
In the embodiment of FIG. 18, a through hole is provided in the center of the damper 30 in FIG. 14, and an elasto-plastic body 31 is installed in the through hole. Lead is exemplified as a suitable material of the elastoplastic body.
第19図の実施例では、第18図の実施例において、フラ
ンジ22、23に留め具32、33が取り付けられている。この
留め具32は下向きの凹部を有し、留め具33は上向きの凹
部を有している。弾塑性体31の上端と下端がこれら留め
具32、33の凹部に挿入されている。In the embodiment of FIG. 19, fasteners 32 and 33 are attached to the flanges 22 and 23 in the embodiment of FIG. The fastener 32 has a downward recess, and the fastener 33 has an upward recess. The upper and lower ends of the elasto-plastic body 31 are inserted into recesses of these fasteners 32, 33.
[発明の効果] 以上詳述した通り、本発明のダンパーは、特定の物性
を有する微架橋ゴムを主体として構成されるものであっ
て、従来のオイル使用の粘性ダンパーに比し、次のよう
な利点を有するものである。[Effects of the Invention] As described in detail above, the damper of the present invention is mainly composed of a finely crosslinked rubber having specific physical properties, and is as follows as compared with a conventional oil-based viscous damper. It has various advantages.
ヒステリシスロス特性の温度依存性、速度依存性等
を各ゴム材料の特性に合せて選択できる。The temperature dependence, speed dependence, etc. of the hysteresis loss characteristics can be selected according to the characteristics of each rubber material.
成型加工が容易である。 Molding is easy.
製品の取扱い、施工が簡単である。 Easy handling and construction of products.
メンテナンスが簡単である。 Easy maintenance.
このため、製品のコストダウンが図れる。 Therefore, the cost of the product can be reduced.
減衰効率が高く、装置のコンパクト化が可能であ
る。The attenuation efficiency is high and the device can be made compact.
しかも、本発明のダンパーは、塑性ダンパーの欠点も
なく、従来の塑性ダンパーに比し著しく優れた特性を有
する。Moreover, the damper of the present invention does not have the drawbacks of a plastic damper and has remarkably excellent characteristics as compared with a conventional plastic damper.
その上、本発明のダンパーは、未架橋ゴムを用いた場
合の問題点である、変形の増大に対する弾性率の急激な
低下の問題もない。In addition, the damper of the present invention does not have a problem of a sudden decrease in the elastic modulus with respect to an increase in deformation, which is a problem when using an uncrosslinked rubber.
即ち、本発明によれば、ゴムの未架橋状態での高ヒス
テリシス性と、架橋状態での優れた機械的特性を兼備す
る、従来にない著しく優れたダンパーが提供される。That is, according to the present invention, there is provided an extremely excellent damper which has both high hysteresis in an uncrosslinked state of rubber and excellent mechanical properties in a crosslinked state.
このような本発明のダンパーは、機器や構造物の振動
減衰、騒音低減を目ざす、建築、土木、機械の各分野、
事務機、家庭用機器、自動車、自転車、航空機、船舶等
の乗物分野、靴等のスポーツ用品分野等の幅広い分野に
おいて有効に利用することができる。Such a damper of the present invention is intended to reduce vibration and vibration of equipment and structures, reduce noise, construction, civil engineering, machinery fields,
It can be effectively used in a wide range of fields such as office machines, home appliances, vehicles such as automobiles, bicycles, aircraft, and ships, and sports equipment such as shoes.
特に、本発明のダンパーは、現在脚光をあびている免
震、制振等の建築分野への適用が有効である。In particular, the damper of the present invention is effectively applied to construction fields such as seismic isolation and vibration control which are currently in the limelight.
第1図〜第13図は、各々、本発明のダンパーの実施例を
示す図であって、第1図〜第12図は斜視図、第13図は縦
断面図である。第14図及び第15図は各々、本発明のダン
パーの使用形態を示す図であって、第14図は断面図、第
15図は斜視図である。第16図は未架橋ゴムの応力−歪曲
線を示すグラフ、第17図は材料の応力−歪曲線を示すグ
ラフ、第18図及び第19図は別の実施例を示す断面図であ
る。 1、2、3、4、5、6、7、8、9、10、11、12、13
……ダンパー、 a……微架橋ゴム、b……高架橋ゴム、 c……未架橋ゴム、d……硬質材。1 to 13 are views showing an embodiment of a damper according to the present invention, wherein FIGS. 1 to 12 are perspective views and FIG. 13 is a longitudinal sectional view. FIG. 14 and FIG. 15 are views each showing a use form of the damper of the present invention, and FIG. 14 is a sectional view and FIG.
FIG. 15 is a perspective view. FIG. 16 is a graph showing a stress-strain curve of an uncrosslinked rubber, FIG. 17 is a graph showing a stress-strain curve of a material, and FIGS. 18 and 19 are cross-sectional views showing another embodiment. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
... damper, a ... fine crosslinked rubber, b ... highly crosslinked rubber, c ... uncrosslinked rubber, d ... hard material.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI F16F 1/36 F16F 1/36 Z (58)調査した分野(Int.Cl.6,DB名) F16F 15/08 F16F 1/36 C08J 3/24──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 identification code FI F16F 1/36 F16F 1/36 Z (58) Field surveyed (Int.Cl. 6 , DB name) F16F 15/08 F16F 1 / 36 C08J 3/24
Claims (1)
ニトリルゴム(NBR)、ブチルゴム(IIR)、ハロゲン化
ブチルゴム(CIR)、クロロプレンゴム(CR)、天然ゴ
ム(NR)、イソプレンゴム(IR)、スチレンブタジエン
ゴム(SBR)、ブタジエンゴム(BR)、アクリルゴム(A
R)、ポリウレタン(UR)、シリコンゴム(SiR)、フッ
素ゴム(FR)、クロロスルフォン化ポリエチレン(CS
M)及び塩素化ポリエチレン(CPE)の1種又は2種以上
よりなるゴム材料に、各ゴム材料について下記の表の通
り定義される最少架橋剤配合量の1〜70%の架橋剤を配
合したゴム組成物を架橋してなり、25℃、50%引張変形
時のヒステリシス比(h50)が0.25以上である微架橋ゴ
ムより少なくともその一部が構成されていることを特徴
とするダンパー。 An ethylene propylene rubber (EPR, EPDM),
Nitrile rubber (NBR), butyl rubber (IIR), halogenated butyl rubber (CIR), chloroprene rubber (CR), natural rubber (NR), isoprene rubber (IR), styrene butadiene rubber (SBR), butadiene rubber (BR), acrylic Rubber (A
R), polyurethane (UR), silicone rubber (SiR), fluoro rubber (FR), chlorosulfonated polyethylene (CS
M) and one or more chlorinated polyethylene (CPE) rubber materials were blended with 1 to 70% of the minimum crosslinking agent blending amount defined for each rubber material as shown in the following table. A damper characterized in that a rubber composition is crosslinked and at least a part thereof is composed of a slightly crosslinked rubber having a hysteresis ratio (h 50 ) at 25 ° C. and 50% tensile deformation of 0.25 or more.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1033325A JP2832983B2 (en) | 1988-05-02 | 1989-02-13 | Damper |
| FR8905601A FR2630796B1 (en) | 1988-05-02 | 1989-04-27 | RUBBER-BASED VIBRATION DAMPER AND ANTI-SEISMIC DAMPER STRUCTURE |
| NZ228924A NZ228924A (en) | 1988-05-02 | 1989-04-28 | Vibration damper containing slightly crosslinked rubber |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63-109604 | 1988-05-02 | ||
| JP10960488 | 1988-05-02 | ||
| JP1033325A JP2832983B2 (en) | 1988-05-02 | 1989-02-13 | Damper |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02113138A JPH02113138A (en) | 1990-04-25 |
| JP2832983B2 true JP2832983B2 (en) | 1998-12-09 |
Family
ID=26372002
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1033325A Expired - Fee Related JP2832983B2 (en) | 1988-05-02 | 1989-02-13 | Damper |
Country Status (3)
| Country | Link |
|---|---|
| JP (1) | JP2832983B2 (en) |
| FR (1) | FR2630796B1 (en) |
| NZ (1) | NZ228924A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018154897A1 (en) * | 2017-02-21 | 2018-08-30 | 住友理工株式会社 | Vibration-damping device for vehicle opening/closing door |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5239000A (en) * | 1991-06-21 | 1993-08-24 | Yukong Limited | Thermoplastic elastomer and process for preparation |
| EP0536439A1 (en) * | 1991-10-10 | 1993-04-14 | WESTLAND GUMMIWERKE GmbH & Co. | Elastic vibration damper body |
| 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 |
| JP4010680B2 (en) * | 1998-11-20 | 2007-11-21 | 横浜ゴム株式会社 | Brace damper |
| KR20020075120A (en) * | 2001-03-23 | 2002-10-04 | 주식회사 한진중공업 | absorber system for block up heavy structures |
| JP2003074612A (en) * | 2001-09-05 | 2003-03-12 | Bridgestone Corp | Rubber bearing body and its manufacturing method |
| JP5536303B2 (en) * | 2007-11-06 | 2014-07-02 | オイレス工業株式会社 | Laminated rubber bearing |
| JP7096685B2 (en) * | 2018-03-23 | 2022-07-06 | 株式会社ブリヂストン | Buffer and mounting structure of buffer |
| AT17361U1 (en) * | 2020-12-11 | 2022-02-15 | Porr Bau Gmbh | Building construction, method of forming the same and functional part |
| CN114892839A (en) * | 2022-04-26 | 2022-08-12 | 广州大学 | Vibration double-control support adopting staggered lamination of vibration absorption plates and perforated rubber |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3623942A (en) * | 1970-07-09 | 1971-11-30 | Dow Corning | Method of damping vibration and article |
| FR2255313B1 (en) * | 1973-12-20 | 1976-10-08 | Gole Jean | |
| JPS61287935A (en) * | 1985-06-14 | 1986-12-18 | Mitsui Toatsu Chem Inc | Vibration-damping material |
| US4830927A (en) * | 1986-02-07 | 1989-05-16 | Bridgestone Corporation | Anti-seismic bearing and assembly of anti-seismic bearings |
| FR2602293B1 (en) * | 1986-08-04 | 1990-08-03 | Bridgestone Corp | ANTISISMIC DEVICE |
-
1989
- 1989-02-13 JP JP1033325A patent/JP2832983B2/en not_active Expired - Fee Related
- 1989-04-27 FR FR8905601A patent/FR2630796B1/en not_active Expired - Fee Related
- 1989-04-28 NZ NZ228924A patent/NZ228924A/en unknown
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018154897A1 (en) * | 2017-02-21 | 2018-08-30 | 住友理工株式会社 | Vibration-damping device for vehicle opening/closing door |
Also Published As
| Publication number | Publication date |
|---|---|
| NZ228924A (en) | 1990-12-21 |
| FR2630796A1 (en) | 1989-11-03 |
| FR2630796B1 (en) | 1994-09-30 |
| JPH02113138A (en) | 1990-04-25 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |