JPH07180739A - Elastic structural body - Google Patents

Elastic structural body

Info

Publication number
JPH07180739A
JPH07180739A JP33057894A JP33057894A JPH07180739A JP H07180739 A JPH07180739 A JP H07180739A JP 33057894 A JP33057894 A JP 33057894A JP 33057894 A JP33057894 A JP 33057894A JP H07180739 A JPH07180739 A JP H07180739A
Authority
JP
Japan
Prior art keywords
elastic plate
elastic
section
portions
plate portion
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.)
Pending
Application number
JP33057894A
Other languages
Japanese (ja)
Inventor
Mitsunori Arikawa
光則 有川
Yoshitaka Tanaka
義隆 田中
Tetsuya Shioda
哲也 塩田
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.)
Daijiyoo Kk
Original Assignee
Daijiyoo Kk
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 Daijiyoo Kk filed Critical Daijiyoo Kk
Priority to JP33057894A priority Critical patent/JPH07180739A/en
Publication of JPH07180739A publication Critical patent/JPH07180739A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To provide an elastic structural body which can easily be installed on a floor surface and a wall surface for a building and a vehicle, and concurrently is excellent in cushion property and durability. CONSTITUTION:A plurality of elastic plate sections 4... composed of paired right and left inclined piece sections 5 and 5 in a two stepped crest type in cross section each are line up in parallel over the one surface 13 of a flat plate section 12. The height H of each elastic plate section 4 is set identical. Each inclined piece section 5 includes a first rough section 2a, a first crept section 2b, a second trough section 2c and a second crest section 2d which are curved in an arc shape, in order from a lower end 14 to an upper end 15 in the recessed and projection shape. When compressive force equal to or more than a specified value is applied to the upper end 15 of the elastic plate section 4, the elastic plate section 4 is deformed in such a way as to be formed into three crest sections which are identical in height, pitch and shape.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、弾性構造体に関する。FIELD OF THE INVENTION The present invention relates to an elastic structure.

【0002】[0002]

【従来の技術】従来、ベッドや椅子等のクッションに使
用する弾性構造体としては、一般に、Uの字状の弾性線
条体から成るものやコイル状の弾性線条体から成るもの
等が使用されていた。
2. Description of the Related Art Conventionally, as an elastic structure used for a cushion such as a bed or a chair, generally, a U-shaped elastic filament or a coil-shaped elastic filament is used. It had been.

【0003】また、体育館の床面や壁面、あるいは、通
路の床面等に於て、クッション性をもたせるためにゴム
や軟質プラスチック層を敷いた構造のものがあった。
Further, there is a structure in which a rubber or soft plastic layer is laid on the floor or wall surface of a gymnasium or the floor surface of a passage to provide cushioning properties.

【0004】[0004]

【発明が解決しようとする課題】しかし、上述のような
従来の弾性構造体では、例えばUの字状の弾性線条体や
コイル状の弾性線条体から成るものでは、弾性線条体を
一つ一つ固着する必要があり、施工時間がかかる欠点が
あった。
However, in the conventional elastic structure described above, for example, in the case of a U-shaped elastic filament or a coil-shaped elastic filament, the elastic filament is It was necessary to fix them one by one, and there was a drawback that construction time was required.

【0005】さらに、弾性線条体は他部材に固着し難
く、一旦固着しても不意に外れて位置ずれする虞れがあ
った。
Further, the elastic linear member is difficult to be fixed to other members, and even if it is fixed once, there is a risk that it may be unexpectedly detached and displaced.

【0006】また、上記床面や壁面用の軟らかい弾性層
を敷いたものでは、施工が難しかったり、吸収エネルギ
ーが十分でなかったり、耐久性に問題があった。
[0006] Further, in the case where the soft elastic layer for the floor surface or the wall surface is laid, the construction is difficult, the absorbed energy is not sufficient, and there is a problem in durability.

【0007】そこで、本発明は、上述の欠点を解消し、
容易に施工出来ると共に一旦取付けた後は位置ずれせ
ず、かつ、クッション効果が大きく、さらに、耐久性に
優れた弾性構造体を提供することを目的とする。
Therefore, the present invention solves the above-mentioned drawbacks,
It is an object of the present invention to provide an elastic structure that can be easily installed, does not dislocate once installed, has a large cushioning effect, and has excellent durability.

【0008】[0008]

【課題を解決するための手段】本発明に係る弾性構造体
は、1枚の平板部の一面に、左右一対の傾斜状片部から
成る横断面形状が2段状山型の弾性板部が、複数並設さ
れた弾性構造体であって、複数の該弾性板部の高さ寸法
を同一に設定すると共に、該弾性板部の両下端を上記平
板部に傾斜状に接続し、かつ、該弾性板部の上記傾斜状
片部は、各々、弧状に弯曲する第1谷部と第1山部と第
2谷部と第2山部とを、下端から上端へと凹凸波状に順
に有し、さらに、自由状態に於て、該第1谷部と第1山
部と第2谷部と第2山部を、上記弾性板部の両下端より
も上方に配置すると共に、上記複数の弾性板部の上端
に、所定値以上の圧縮力が作用した圧縮状態に於て、上
記第2谷部が上記平板部の一面に当接して、弾性変形
が、高さ・ピッチ・形状が略同一の3つの山部を形成す
るように弾性変形するものである。
According to the elastic structure of the present invention, an elastic plate portion having a two-stepped mountain-shaped cross-section formed of a pair of left and right inclined pieces is provided on one surface of a flat plate portion. A plurality of elastic structures arranged in parallel, the height dimensions of the plurality of elastic plate portions are set to be the same, and both lower ends of the elastic plate portions are connected to the flat plate portion in an inclined manner, and Each of the inclined piece portions of the elastic plate portion has a first valley portion, a first peak portion, a second valley portion, and a second peak portion that are curved in an arc shape, in order from the lower end to the upper end in a wavy shape. Further, in the free state, the first valley portion, the first peak portion, the second valley portion, and the second peak portion are arranged above both lower ends of the elastic plate portion, and In a compressed state in which a compression force of a predetermined value or more is applied to the upper end of the elastic plate portion, the second valley portion comes into contact with one surface of the flat plate portion, and the elastic deformation is height / pitch / shape. There is for elastically deformed to form three ridges of substantially the same.

【0009】[0009]

【作用】1枚の平板部1の一面に、左右一対の傾斜状片
部から成る横断面形状が2段状山型の弾性板部が複数並
設され、かつ、複数の弾性板部の高さ寸法が同一に設定
されているため、各々の弾性板部の上端を他部材の平坦
な面に均等に当接させ得る。また、弾性板部の上端に、
圧縮力が作用すると、弾性板部は、弾性エネルギーを蓄
積しつつ、左右一対の傾斜状片部の凹凸波状の波長方向
への収縮と傾斜状片部の傾斜が変化する方向への弯曲と
の2種類の弾性変形をすると共に、弾性板部の高さ寸法
が減少する。弾性板部の左右一対の傾斜状片部の第1谷
部と第1山部と第2谷部と第2山部は、弧状に弯曲して
いるため、応力集中を緩和できると共に、衝撃がスムー
スに吸収される。また、横断面形状が2段状山型とされ
ているので、上端が平板部に接近する際に、弾性板部は
左右対称形に維持され、上端とそれに当接した他部材と
が相互に摺動せず他部材は横に振れることなく安定す
る。
A plurality of elastic plate portions each having a pair of left and right slanted portions and having a mountain-like cross-section having a two-stepped cross-section are arranged in parallel on one surface of one flat plate portion 1, and the height of the plurality of elastic plate portions is increased. Since the height dimensions are set to be the same, the upper ends of the elastic plate portions can be evenly contacted with the flat surfaces of the other members. Also, at the upper end of the elastic plate part,
When a compressive force is applied, the elastic plate portion, while accumulating elastic energy, contracts the pair of left and right slanted pieces in the uneven wavy wavelength direction and bends the slanted piece in a direction in which the inclination changes. Two types of elastic deformation occur, and the height dimension of the elastic plate portion decreases. The first trough, the first crest, the second trough, and the second crest of the pair of left and right inclined plate portions of the elastic plate portion are curved in an arc shape, so that stress concentration can be relieved and impact can be reduced. It is absorbed smoothly. Also, since the cross-sectional shape is a two-step mountain shape, when the upper end approaches the flat plate portion, the elastic plate portion is maintained in a symmetrical shape, and the upper end and other members contacting with each other are mutually It does not slide and other members are stable without shaking laterally.

【0010】さらに、弾性板部の両下端を平板部に傾斜
状に接続したため、圧縮力に対して傾斜状片部は、常に
一定方向へ弾性変形する。また、弾性板部の上端に、所
定値以上の圧縮力が作用すると、第2谷部が平板部の一
面に当接して、弾性板部は、高さ・ピッチ・形状の略同
一の3つの山部を形成するするため、各々の山部の上端
を他部材の平坦な面に当接させ得ることができ、他部材
が左右に振れずに安定すると共に、大きな耐力を生じ
る。
Further, since both lower ends of the elastic plate portion are connected to the flat plate portion in an inclined manner, the inclined piece portion is always elastically deformed in a fixed direction against a compressive force. Further, when a compressive force of a predetermined value or more is applied to the upper end of the elastic plate portion, the second valley portion comes into contact with one surface of the flat plate portion, and the elastic plate portion has three substantially the same height, pitch, and shape. Since the ridges are formed, the upper ends of the ridges can be brought into contact with the flat surfaces of the other members, so that the other members are stable without swinging to the left and right, and a large yield strength is produced.

【0011】[0011]

【実施例】以下、実施例を示す図面に基づき、本発明を
詳説する。
The present invention will be described in detail below with reference to the drawings illustrating the embodiments.

【0012】図1は、本発明に係る弾性構造体の一実施
例を示し、この弾性構造体は、椅子やベンチのクッショ
ン、又は、建物,道路,機械及び乗り物等の床面や壁面
の緩衝用、さらには、スキー板やガードレール等種々の
物に使用するものである。
FIG. 1 shows an embodiment of an elastic structure according to the present invention. This elastic structure is used for cushioning chairs and benches, or cushioning floors and walls of buildings, roads, machines and vehicles. It is used for various purposes such as skis and guardrails.

【0013】この弾性構造体は、1枚の平板部12の一面
13に、左右一対の傾斜状片部5,5から成る横断面形状
が2段状山型の弾性板部4…が、複数並設されたもので
あり、図例では、平板部12と弾性板部4…を、押出し成
形等の成形方法にて、一体成型している。
This elastic structure has one surface of the flat plate portion 12
In FIG. 13, a plurality of elastic plate portions 4 having a two-stepped mountain-shaped cross-section, which are composed of a pair of left and right inclined piece portions 5 and 5, are arranged side by side. In the example shown in FIG. The plate portions 4 are integrally molded by a molding method such as extrusion molding.

【0014】また、複数の該弾性板部4…の高さ寸法H
を同一に設定すると共に、該弾性板部4の両下端14, 14
を上記平板部12に傾斜状に接続し、かつ、弾性板部4の
傾斜状片部5,5は、各々、弧状に弯曲する第1谷部2
aと第1山部2bと第2谷部2cと第2山部2dとを、
下端14から上端15へと凹凸波状に順に有している。これ
により、弾性板部4が弾性変形しても応力集中が緩和さ
れるため、破損を防止できる。
Further, the height dimension H of the plurality of elastic plate portions 4 ...
Are set to be the same, and both lower ends 14, 14 of the elastic plate portion 4 are
Is connected to the flat plate portion 12 in an inclined manner, and the inclined piece portions 5 and 5 of the elastic plate portion 4 are each curved in an arc shape to form a first valley portion 2
a, the first mountain portion 2b, the second valley portion 2c, and the second mountain portion 2d,
The lower end 14 to the upper end 15 have a corrugated shape in order. Accordingly, even if the elastic plate portion 4 is elastically deformed, the stress concentration is relieved, so that the damage can be prevented.

【0015】さらに、自由状態に於て、第1谷部2aと
第1山部2bと第2谷部2cと第2山部2dを、弾性板
部4の両下端14, 14よりも上方に配置すると共に、(仮
想線で示すように)複数の弾性板部4の上端15に、所定
値以上の圧縮力が作用した圧縮状態に於て、第2谷部2
c,2cが平板部12の一面13に当接するように構成す
る。
Further, in the free state, the first valley portion 2a, the first crest portion 2b, the second trough portion 2c and the second crest portion 2d are located above both lower ends 14 and 14 of the elastic plate portion 4. In the compressed state in which the compressive force of a predetermined value or more is applied to the upper ends 15 of the plurality of elastic plate portions 4 (as indicated by the phantom line), the second valley portions 2 are arranged.
The c and 2c are configured to contact the one surface 13 of the flat plate portion 12.

【0016】しかして、この弾性構造体の弾性板部4…
の上端15…に図示省略の平板材等の他部材を当接させ
て、下方へ圧縮力を加えると、複数の該弾性板部4…の
高さ寸法Hが同一であるため、圧縮による応力が他部材
の面に均一に作用する。従って、広い面積に使用する場
合に最適である。また、弾性板部4…は左右に振れない
ため、他部材と弾性板部4…との間で摺動が生ずること
はなく、きしみ音等が発生しないと共に、他部材の横振
れを防止できる。
The elastic plate portion 4 of this elastic structure is ...
When another member (not shown) such as a flat plate material is brought into contact with the upper end 15 of the above and a compressive force is applied downward, the height dimension H of the plurality of elastic plate portions 4 ... Acts uniformly on the surface of the other member. Therefore, it is optimal when used in a large area. Further, since the elastic plate portions 4 do not swing to the left and right, sliding does not occur between the other member and the elastic plate portions 4 ..., squeak noises and the like do not occur, and lateral shake of other members can be prevented. .

【0017】また、隣合う弾性板部4,4の両下端14,
14は、相互に連続状とされている。従って、この弾性構
造体の弾性板部4…は、左右に連続状に並ぶ。
Further, both lower ends 14, 14 of the adjacent elastic plate portions 4, 4 are
14 are continuous with each other. Therefore, the elastic plate portions 4 ... Of this elastic structure are continuously arranged side by side.

【0018】そして、弾性板部4…は、前後方向に連続
状であり、その長さ寸法は平板部12の前後方向長さ寸法
と同一である。
The elastic plate portions 4 are continuous in the front-rear direction, and the length dimension thereof is the same as the length dimension of the flat plate portion 12 in the front-rear direction.

【0019】なお、弾性板部4の所定角度θは、40°≦
θ≦70°とするのが好ましく、特に、45°≦θ≦60°と
するのが好ましい。
The predetermined angle θ of the elastic plate portion 4 is 40 ° ≦
It is preferable that θ ≦ 70 °, particularly 45 ° ≦ θ ≦ 60 °.

【0020】また、平板部12の厚み寸法t1 と弾性板部
4の厚み寸法t2 との関係は、1/2t1 ≦t2 ≦t1
するのが好ましい。
Further, the relationship between the thickness t 1 and the thickness t 2 of the elastic plate portions 4 of the flat plate portion 12 is preferably set to 1 / 2t 1 ≦ t 2 ≦ t 1.

【0021】なお、この弾性構造体の材質としては、熱
可塑性樹脂等のプラスチック,金属あるいは複合材等を
用いる。
As the material of the elastic structure, plastic such as thermoplastic resin, metal, or composite material is used.

【0022】しかして、この実施例の弾性構造体の夫々
の弾性板部4…の上端15を建物や乗り物等の壁面や床面
に当接させ、その壁面や床面にこの弾性構造体を固着さ
せる。
Therefore, the upper ends 15 of the respective elastic plate portions 4 ... Of the elastic structure of this embodiment are brought into contact with the wall surface or floor surface of a building, a vehicle or the like, and this elastic structure is attached to the wall surface or floor surface. Fix it.

【0023】こうして、弾性板部4の上端15と平板部12
とを接近させる力Wが作用すると、仮想線で示す如く、
凹凸波状の弾性板部4…が波長方向に収縮する。
Thus, the upper end 15 of the elastic plate portion 4 and the flat plate portion 12 are
When the force W that brings the and close to each other acts, as shown by the phantom line,
The corrugated elastic plate portions 4 ... Contract in the wavelength direction.

【0024】かつ、凹凸波状の弾性板部4…は、その傾
斜する所定角度θが小となる方向に捩じれる。
Further, the uneven wave-shaped elastic plate portions 4 ... Are twisted in a direction in which the predetermined angle θ of inclination is small.

【0025】しかして、力Wが比較的小さい場合は、上
述のように、凹凸波状の弾性板部4…の波長方向への収
縮と、所定角度θが小となる方向への捩れとの、2種類
の弾性変形により、弾性板部4…の高さ寸法Hが小とな
ると共に弾性エネルギーが蓄積され、かつ、衝撃がスム
ースに吸収される。
However, when the force W is relatively small, as described above, the contraction of the corrugated elastic plate portions 4 ... In the wavelength direction and the twist in the direction in which the predetermined angle .theta. Due to the two types of elastic deformation, the height dimension H of the elastic plate portions 4 becomes small, elastic energy is accumulated, and the shock is smoothly absorbed.

【0026】また、弾性板部4…の高さ寸法Hが最小と
なる位置───即ち、所定値以上の圧縮力が作用した圧
縮状態───に於いては、弾性板部4…の第2谷部2c
が平板部12の一面13に当接して、弾性板部4が、仮想線
で示す如く、高さ・ピッチ・形状が略同一の3つの山部
を形成するように弾性変形する。
Further, at the position where the height dimension H of the elastic plate portions 4 ... Is minimized, that is, in the compressed state in which a compressive force of a predetermined value or more is applied, the elastic plate portions 4 ... Second valley 2c
Is brought into contact with the one surface 13 of the flat plate portion 12, and the elastic plate portion 4 is elastically deformed so as to form three ridge portions having substantially the same height, pitch, and shape, as shown by imaginary lines.

【0027】よって、各々の山部、即ち、弾性板部4の
上端15と、傾斜状片部5の第1山部2b,第2山部2d
が他部材に当接し、他部材の面に圧縮応力を均一に作用
させることができる。また、弾性板部4に大きな耐力を
生じるため、優れた耐久性を有すると共に、比較的小さ
い圧縮力に対して衝撃をスムースに緩和できる柔らかい
状態と、大きな圧縮力に十分に耐え得るかたい状態と
の、2段階のクッション性を発揮する。
Therefore, each mountain portion, that is, the upper end 15 of the elastic plate portion 4, the first mountain portion 2b and the second mountain portion 2d of the inclined piece portion 5 are formed.
Can contact the other member, and the compressive stress can be uniformly applied to the surface of the other member. Further, since a large proof stress is generated in the elastic plate portion 4, it has excellent durability and is in a soft state capable of smoothly absorbing an impact against a relatively small compressive force and a hard state capable of sufficiently withstanding a large compressive force. And two levels of cushioning.

【0028】次に、図2は、他の実施例を示し、この弾
性構造体は、弾性板部4…を、左右に所定間隔T毎に並
設したものである。なお、その他の構造は前述のものと
同様とされている。
Next, FIG. 2 shows another embodiment. In this elastic structure, elastic plate portions 4 ... Are arranged side by side at predetermined intervals T. The other structures are the same as those described above.

【0029】しかして、この弾性構造体によれば、図1
のものと同様の効果が得られる。また、図3に示すよう
に、建築物の柱8の外周面に弾性板部4…の山部4…の
頂点を当接させて、該柱8を被覆状として使用すること
ができる。
Therefore, according to this elastic structure, as shown in FIG.
The effect similar to that of is obtained. Further, as shown in FIG. 3, the apexes of the mountain portions 4 of the elastic plate portions 4 can be brought into contact with the outer peripheral surface of the pillar 8 of the building to use the pillar 8 as a cover.

【0030】このようにすれば、柱8の耐久性を向上さ
せることができると共に、その柱8を被覆する弾性構造
体に他の物体が衝突した場合に、該他の物体の破損を防
止できる。
By doing so, the durability of the pillar 8 can be improved, and when another object collides with the elastic structure covering the pillar 8, the damage of the other object can be prevented. .

【0031】[0031]

【発明の効果】本発明は上述の構成により次のような著
大な効果を奏する。
The present invention has the following significant effects with the above-mentioned configuration.

【0032】複数の弾性板部4…の上端15…に圧縮力を
作用させた状態に於て、弾性板部4…の上端15…に当接
する他部材の面に、圧縮応力を均一に作用させることが
でき、他部材の面が大面積の場合に好適となる。また、
弾性板部4…の上端15…が左右に揺れないようにでき、
上端15…に当接する他部材が左右に振れず安定する。
When a compressive force is applied to the upper ends 15 of the plurality of elastic plate portions 4, the compressive stress is uniformly applied to the surface of the other member that abuts the upper ends 15 of the elastic plate portions 4. This is suitable for the case where the surface of the other member has a large area. Also,
It is possible to prevent the upper ends 15 of the elastic plate portions 4 ...
The other members that come into contact with the upper ends 15 are stable and do not swing to the left or right.

【0033】また、弾性板部4…の上端15…を他部材に
て押圧して弾性板部4…を弾性変形させる際に、きしみ
音が発生するのを防止できる。
Further, when the upper ends 15 of the elastic plate portions 4 are pressed by other members to elastically deform the elastic plate portions 4, it is possible to prevent squeaking noise from being generated.

【0034】さらに、所定値以上の圧縮力を作用させた
圧縮状態に於て、他部材は、弾性板部4の上端15と、傾
斜状片部5の第1山部2b,第2山部2dによって、よ
り安定した状態に保たれる。
Further, in a compressed state in which a compression force of a predetermined value or more is applied, the other members are the upper end 15 of the elastic plate portion 4 and the first crest portion 2b and the second crest portion of the inclined piece portion 5. 2d keeps it more stable.

【0035】また、比較的小さい圧縮力に対して衝撃を
スムースに緩和できる柔らかい状態と、大きな圧縮力に
十分に耐え得るかたい状態との、2段階のクッション性
を発揮できる。
Further, it is possible to exhibit two-stage cushioning properties, that is, a soft state in which an impact can be smoothly relaxed against a relatively small compressive force and a hard state in which a large compressive force can be sufficiently endured.

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

【図1】本発明の弾性構造体の一実施例を示す断面図で
ある。
FIG. 1 is a sectional view showing an embodiment of an elastic structure of the present invention.

【図2】他の実施例を示す断面図である。FIG. 2 is a cross-sectional view showing another embodiment.

【図3】使用状態を説明する断面図である。FIG. 3 is a cross-sectional view illustrating a usage state.

【符号の説明】[Explanation of symbols]

2a 第1谷部 2b 第1山部 2c 第2谷部 2d 第2山部 4 弾性板部 5 傾斜状片部 12 平板部 13 一面 14 下端 15 上端 H 高さ寸法 2a 1st valley part 2b 1st mountain part 2c 2nd valley part 2d 2nd mountain part 4 Elastic plate part 5 Inclined piece part 12 Flat plate part 13 One surface 14 Lower end 15 Upper end H Height dimension

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 1枚の平板部12の一面13に、左右一対の
傾斜状片部5,5から成る横断面形状が2段状山型の弾
性板部4…が、複数並設された弾性構造体であって、複
数の該弾性板部4…の高さ寸法Hを同一に設定すると共
に、該弾性板部4の両下端14, 14を上記平板部12に傾斜
状に接続し、かつ、該弾性板部4の上記傾斜状片部5,
5は、各々、弧状に弯曲する第1谷部2aと第1山部2
bと第2谷部2cと第2山部2dとを、下端14から上端
15へと凹凸波状に順に有し、さらに、自由状態に於て、
該第1谷部2aと第1山部2bと第2谷部2cと第2山
部2dを、上記弾性板部4の両下端14, 14よりも上方に
配置すると共に、上記複数の弾性板部4の上端15に、所
定値以上の圧縮力が作用した圧縮状態に於て、上記第2
谷部2c,2cが上記平板部12の一面13に当接して、弾
性板部4が、高さ・ピッチ・形状が略同一の3つの山部
を形成するように弾性変形することを特徴とする弾性構
造体。
1. A plurality of elastic plate portions 4 each having a pair of left and right inclined strip portions 5 and 5 and having a two-stepped mountain-shaped cross section are arranged in parallel on one surface 13 of a flat plate portion 12. In the elastic structure, the heights H of the plurality of elastic plate portions 4 are set to be the same, and both lower ends 14, 14 of the elastic plate portions 4 are connected to the flat plate portion 12 in an inclined manner, Moreover, the inclined piece portions 5, 5 of the elastic plate portion 4 are
Reference numeral 5 denotes a first valley portion 2a and a first mountain portion 2 which are respectively curved in an arc shape.
b, the second valley portion 2c and the second crest portion 2d from the lower end 14 to the upper end.
15 in order of uneven wavy, and in the free state,
The first valley portion 2a, the first peak portion 2b, the second valley portion 2c, and the second peak portion 2d are arranged above both lower ends 14 and 14 of the elastic plate portion 4, and the plurality of elastic plates are formed. In a compressed state in which a compression force of a predetermined value or more is applied to the upper end 15 of the portion 4, the second
The valley portions 2c, 2c are in contact with the one surface 13 of the flat plate portion 12, and the elastic plate portion 4 is elastically deformed so as to form three peak portions having substantially the same height, pitch, and shape. An elastic structure that does.
JP33057894A 1994-12-06 1994-12-06 Elastic structural body Pending JPH07180739A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33057894A JPH07180739A (en) 1994-12-06 1994-12-06 Elastic structural body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33057894A JPH07180739A (en) 1994-12-06 1994-12-06 Elastic structural body

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP4131634A Division JP2579864B2 (en) 1992-04-23 1992-04-23 Elastic structure

Publications (1)

Publication Number Publication Date
JPH07180739A true JPH07180739A (en) 1995-07-18

Family

ID=18234226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33057894A Pending JPH07180739A (en) 1994-12-06 1994-12-06 Elastic structural body

Country Status (1)

Country Link
JP (1) JPH07180739A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001271786A (en) * 2000-03-02 2001-10-05 Pfeiffer Vacuum Gmbh Turbo-molecular pump
JP5903153B1 (en) * 2014-12-10 2016-04-13 株式会社アドバネクス Spring material, pressure roller, and cutter roller

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001271786A (en) * 2000-03-02 2001-10-05 Pfeiffer Vacuum Gmbh Turbo-molecular pump
JP5903153B1 (en) * 2014-12-10 2016-04-13 株式会社アドバネクス Spring material, pressure roller, and cutter roller

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