JP2730475B2 - High bending rigid laminated rubber bearing - Google Patents
High bending rigid laminated rubber bearingInfo
- Publication number
- JP2730475B2 JP2730475B2 JP6004006A JP400694A JP2730475B2 JP 2730475 B2 JP2730475 B2 JP 2730475B2 JP 6004006 A JP6004006 A JP 6004006A JP 400694 A JP400694 A JP 400694A JP 2730475 B2 JP2730475 B2 JP 2730475B2
- Authority
- JP
- Japan
- Prior art keywords
- laminated rubber
- flange
- rubber
- intermediate flange
- flanges
- 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 - Lifetime
Links
Description
【0001】[0001]
【産業上の利用分野】建築構造物の免震或いは床免震、
機械構造物、動吸振器等の支承に関する。[Industrial applications] Seismic isolation or floor isolation of building structures,
The present invention relates to bearings for mechanical structures, dynamic vibration absorbers, and the like.
【0002】[0002]
【従来の技術】従来は、図7、図8或いは図9に示すよ
うにゴム層と鋼製板の互層構造を特徴とする積層ゴムが
用いられていた。しかし、この構造では曲げモーメント
Mに対するゴムの曲げ剛性は低く、また底面積に比べて
背丈が低いと剪断剛性が大きく、長周期の振動には適用
出来ず、剪断剛性を低くしようとして、背丈を高くする
と曲げ剛性が欠如して不都合であった。2. Description of the Related Art Conventionally, as shown in FIG. 7, FIG. 8, or FIG. 9, a laminated rubber having an alternating layer structure of a rubber layer and a steel plate has been used. However, in this structure, the bending rigidity of rubber with respect to the bending moment M is low, and if the height is lower than the bottom area, the shearing rigidity is large, which is not applicable to long-period vibrations. When it is high, the bending rigidity is lacking, which is inconvenient.
【0003】[0003]
【発明が解決しようとする課題】上述の如く、建築物の
横断面積に対して高さが比較的低く建築物が地震力によ
って曲げ変形を、あまり起こさない建築物では、底面積
と支承の背丈のプロポーションを適切に選べば従来の図
7に示すような積層ゴム支承は有効に振動を吸振する。
建築物の軸方向の曲げ変形が小さいため、建築物が単一
な剛体と見做され地面との剪断振動の挙動をとるからで
ある。しかし建築物の横断面積に対して高さがある程度
以上高くなると振動の挙動が高さの低い建築物にみる剛
体振動とは全く性格の異なったものになる。建築物の横
断面積に比べて高さが高い建築物は一種の板ばね状の挙
動をとる。つまり中央自由支持の不静定梁と同様に見做
され撓み振動のばね定数は、高さのn乗(n>1)に逆
比例して小さくなる。従って小さい外力で大きな撓み振
動を起こす。例えば、振動の伝播速度を30m/sec
と仮に見積もれば70mの高さの建築物の振動周期は
2.5secとなり従来の剪断振動吸収支承では到底免
震出来る範囲内にはない。そこで 本発明では、特に長
周期の固有周期を持つ建築構造物或いは機械構造物、動
吸振器等に応用出来る支承を提供する。As described above, in a building whose height is relatively low with respect to the cross-sectional area of the building and the building does not cause bending deformation by seismic force, the bottom area and the height of the bearing are required. If the proportions are appropriately selected, the conventional laminated rubber bearing as shown in FIG. 7 effectively absorbs vibration.
This is because the building is considered to be a single rigid body because the bending deformation in the axial direction of the building is small, and the building takes a shear vibration behavior with the ground. However, when the height is higher than a certain level with respect to the cross-sectional area of the building, the behavior of the vibration is completely different in character from the rigid body vibration seen in a building having a low height. A building whose height is higher than the cross-sectional area of the building behaves like a kind of leaf spring. That is, the spring constant of the flexural vibration, which is regarded as the indeterminate beam with the center freely supported, decreases in inverse proportion to the nth power of the height (n> 1). Therefore, a large bending vibration is caused by a small external force. For example, the propagation speed of vibration is 30 m / sec.
Assuming that the vibration period of a building having a height of 70 m is 2.5 sec, which is not within the range where the conventional shear vibration absorbing bearing can be isolated at all. Therefore, the present invention provides a bearing that can be applied to a building structure or a mechanical structure having a long natural period, a dynamic vibration absorber, and the like.
【0004】[0004]
【課題を解決するための手段】上下のフランジ間に中間
フランジを設けフランジ間は鋼板とゴムを互層して積層
ゴムとし、該積層ゴムの外周に沿ってフランジ間に、鉛
直方向に複数本の支持機構又はばね機構kv を配置して
支承を形成する。この様子を図3に示す。また、中間フ
ランジとフランジ間の支持又はばねは、例えば図4、図
5に示すように複数段にすることも可能である。支持機
構としては、上側のフランジの外周点と、その内側即ち
積層ゴムの外周点を止点として、中間のフランジの内側
即ち積層ゴムの外周点と、その外側即ちフランジの外周
近くの2点にプーリを設け、前記2点の止点に、前記プ
ーリを介して十字に、ワイヤロープをターンバックルで
緊張するような、ワイヤによる連続したブレース構造と
してもよいし、普通のつる巻きばねでもよい。Means for Solving the Problems An intermediate flange is provided between upper and lower flanges, and a steel plate and a rubber are alternately provided between the flanges to form a laminated rubber, and a plurality of vertically extending rubbers are provided between the flanges along the outer periphery of the laminated rubber. A support mechanism or spring mechanism k v is arranged to form a bearing. This is shown in FIG. Further, the support or the spring between the intermediate flange and the flange can be provided in a plurality of stages as shown in FIGS. 4 and 5, for example. As a supporting mechanism, the outer peripheral point of the upper flange, the inner peripheral point of the outer rubber, that is, the outer peripheral point of the laminated rubber, and the outer peripheral point of the intermediate rubber, that is, the outer peripheral point of the laminated rubber, and two points near the outer periphery of the flange are located. A pulley may be provided, and a continuous bracing structure using a wire may be used, in which a wire rope is tensioned with a turnbuckle at the two stop points crosswise via the pulley, or an ordinary helical spring may be used.
【0005】[0005]
【作用】従来の積層ゴムでは、曲げ剛性が低いため座屈
荷重の低下を防ぐことが出来ず軸力を支えきれなかっ
た。しかし支持機構又はばね機構を付与した本発明の支
承では、中間フランジを通して曲げモーメントを打ち消
すため、全体の曲げ剛性が高まり座屈荷重の低下を防ぐ
ことが出来る。図9は従来の積層ゴムで高さがある場合
の変形図で座屈を起こそうとしているところを示す。図
10は高さがある積層ゴムに、曲げ剛性を高める支持材
或いはばね材を配した時の変形図である。In the conventional laminated rubber, the bending stiffness is low, so that the buckling load cannot be reduced and the axial force cannot be supported. However, in the bearing of the present invention provided with the support mechanism or the spring mechanism, the bending moment is canceled through the intermediate flange, so that the overall bending rigidity is increased and the buckling load can be prevented from lowering. FIG. 9 is a modified view of a conventional laminated rubber having a height and showing a state where buckling is about to occur. FIG. 10 is a modified view when a supporting material or a spring material for increasing bending rigidity is arranged on a laminated rubber having a height.
【0006】図6は支持機構としてワイヤによる連続し
たブレース構造部分の拡大図で、その変形例を示してい
る。ワイヤによる連続したブレース構造のため、水平変
形に伴う曲げ変形を吸収する一方、ワイヤは一体となっ
ているので、水平変形時も全体長は変化せず剪断剛性は
殆どない。引張方向に対しては鋼製のワイヤを用いれば
極めて高い剛性を持ち、積層ゴムの曲げ剛性を充分に高
めることが出来る。圧縮方向については、剛性は期待出
来ないが、反対側に配置したワイヤブレースの引張剛性
が高いので問題はない。FIG. 6 is an enlarged view of a portion of a continuous bracing structure made of a wire as a supporting mechanism, and shows a modified example thereof. The continuous brace structure of the wire absorbs the bending deformation caused by the horizontal deformation, while the wire is integrated, so that the overall length does not change even during the horizontal deformation and there is almost no shear rigidity. If a steel wire is used in the tensile direction, it has extremely high rigidity, and the bending rigidity of the laminated rubber can be sufficiently increased. Although rigidity cannot be expected in the compression direction, there is no problem because the wire brace disposed on the opposite side has high tensile rigidity.
【0007】[0007]
【実施例】図1に連続したワイヤブレース4を、支持機
構として応用した一例を示す。上下フランジ1の中間に
中間フランジ1’を設け、上部フランジ1と中間フラン
ジ1’及び中間フランジ1’と下部フランジ1の間に
は、鋼板とゴムを互層した積層ゴム2を形成する。積層
ゴムの外周上、中心に向かって放射状に8本、外周の止
点6から内周の止点6まで十字状に、ターンバックル3
とプーリ5を介してワイヤブレース材4を緊張する。緊
張するワイヤブレース4は8本に限定しない。中間フラ
ンジ1’は、図1、3では1枚であるが、図4では2
枚、図5では3枚の例を示し中間フランジの数に制限は
ない。又、支持機構はワイヤブレース4に限らず、つる
巻ばねでも可能である。FIG. 1 shows an example in which a continuous wire brace 4 is applied as a support mechanism. An intermediate flange 1 ′ is provided between the upper and lower flanges 1, and a laminated rubber 2 in which a steel plate and rubber are alternately formed between the upper flange 1 and the intermediate flange 1 ′ and between the intermediate flange 1 ′ and the lower flange 1. Eight radially toward the center of the outer periphery of the laminated rubber, the crossbuckle 3 from the outer stop 6 to the inner stop 6
The wire brace material 4 is tensioned through the pulley 5 and the pulley 5. The tension of the wire braces 4 is not limited to eight. The number of the intermediate flange 1 'is one in FIGS.
FIG. 5 shows an example of three sheets, and the number of intermediate flanges is not limited. Further, the supporting mechanism is not limited to the wire brace 4, but may be a helical spring.
【0008】図11には支持材として、ボールベアリン
グを用いた一例を示す。この例では2段の積層ゴム2の
中間板1’より、ボールベアリングを4個取りつけてい
る。又、図12に示すように、積層ゴムの厚さは一定で
ある必要はなく、又、全段にわたって、支持材、或いは
ばね材が入っていなくてもよい。FIG. 11 shows an example in which a ball bearing is used as a supporting member. In this example, four ball bearings are attached from the intermediate plate 1 ′ of the two-layer laminated rubber 2. Further, as shown in FIG. 12, the thickness of the laminated rubber does not need to be constant, and the support material or the spring material may not be included in all the stages.
【0009】[0009]
【発明の効果】本発明の効果は、従来の積層ゴム支承に
比べて、高い鉛直剛性と低い剪断剛性を犠牲にすること
なく、高い曲げ剛性を付与した、高曲げ剛性積層ゴム支
承を提供する。The effect of the present invention is to provide a high flexural rigidity laminated rubber bearing which imparts high flexural rigidity without sacrificing high vertical rigidity and low shear rigidity as compared with conventional laminated rubber bearings. .
【図1】本発明の実施例の側面図である。FIG. 1 is a side view of an embodiment of the present invention.
【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図3】他のばね機構を用いた中間フランジ1枚の図で
ある。FIG. 3 is a view of one intermediate flange using another spring mechanism.
【図4】中間フランジを2枚用いた図である。FIG. 4 is a view using two intermediate flanges.
【図5】中間フランジを3枚用いた図である。FIG. 5 is a diagram using three intermediate flanges.
【図6】ワイヤブレース材が作動している部分拡大図で
ある。FIG. 6 is a partially enlarged view showing a state in which a wire brace member is operating.
【図7】従来の積層ゴム支承の図で(a)は上面図を
(b)は側面図を示す。7 (a) is a top view and FIG. 7 (b) is a side view of a conventional laminated rubber bearing.
【図8】従来の積層ゴム支承に曲げモーメントMが作用
した図である。FIG. 8 is a diagram in which a bending moment M acts on a conventional laminated rubber bearing.
【図9】従来の積層ゴム支承に軸力と水平力が作用した
図である。FIG. 9 is a diagram in which an axial force and a horizontal force act on a conventional laminated rubber bearing.
【図10】本発明の高曲げ剛性積層ゴム支承に、軸力と
水平力が作用した図である。FIG. 10 is a diagram in which an axial force and a horizontal force act on the high bending rigidity laminated rubber bearing of the present invention.
【図11】(a)支持材として、ボールベアリングを用
いた高曲げ剛性積層ゴム支承の側面図である。 (b)図11(a)のB−B断面図である。FIG. 11A is a side view of a high flexural rigidity laminated rubber bearing using a ball bearing as a support member. (B) It is BB sectional drawing of FIG.11 (a).
【図12】厚みの異なった3段積層ゴム支承の上段と下
段に、支持機構としてボールベアリングを配した例であ
る。FIG. 12 shows an example in which ball bearings are arranged as a support mechanism on the upper and lower stages of a three-layer laminated rubber bearing having different thicknesses.
1・・・上下フランジ、1’・・・中間フランジ、2・
・・積層ゴム、3・・・ターンバックル、4・・・ワイ
ヤブレース、5・・・プーリ、6・・・止点、7・・・
つる巻きばね、8・・・ボールベアリング1 ... top and bottom flange, 1 '... middle flange, 2
..Laminated rubber, 3 ... Turnbuckle, 4 ... Wire brace, 5 ... Pulley, 6 ... Stop point, 7 ...
Helical spring, 8 ... ball bearing
───────────────────────────────────────────────────── フロントページの続き (72)発明者 山田 俊一 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 (72)発明者 有田 友彦 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 (72)発明者 小鹿 紀英 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 (72)発明者 佐々木 勝康 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 (56)参考文献 特開 昭62−101763(JP,A) 実開 昭63−184807(JP,U) 実開 平2−11905(JP,U) 実開 平2−77343(JP,U) ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Shunichi Yamada 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Tomohiko Arita 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Norihide Oga 1-2-7 Moto Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Katsuyasu Sasaki 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima (56) References JP-A-62-101763 (JP, A) JP-A-63-184807 (JP, U) JP-A-2-11905 (JP, U) JP-A-2-77343 (JP) , U)
Claims (4)
フランジを設け該フランジ間には鋼板とゴムを互層し積
層ゴムとし、中間フランジの外周の点とその内側に位置
する積層ゴムの外周の点にプーリを設け、上側フランジ
の外周の点と、その内側に位置する積層ゴムの外周の点
を止点として、ワイヤロープをターンバックルを介して
十字に緊張するブレース構造を、前記積層ゴムに放射状
に複数本設け、前記中間フランジと下側フランジの間に
も、上側フランジと中間フランジの間と同様なブレース
構造を設けてなることを特徴とする高曲げ剛性積層ゴム
支承。An intermediate flange is provided between an upper flange and a lower flange. A steel plate and a rubber are alternately provided between the flanges to form a laminated rubber, and a point on the outer periphery of the intermediate flange and an outer periphery of the laminated rubber located inside the intermediate flange are provided. A pulley is provided at the point, and a brace structure in which the wire rope is cross-tensioned via a turnbuckle with the outer peripheral point of the upper flange and the outer peripheral point of the laminated rubber positioned inside as a stop point is provided on the laminated rubber. A high flexural rigidity laminated rubber bearing, wherein a plurality of radially provided, a brace structure similar to that between the upper flange and the intermediate flange is provided between the intermediate flange and the lower flange.
フランジを設け該フランジ間には鋼板とゴムを互層し積
層ゴムとし、積層ゴムの外周の上側フランジと中間フラ
ンジ、及び中間フランジと下側フランジの間に、つる巻
ばねを複数本配設してなることを特徴とする高曲げ剛性
積層ゴム支承。2. An intermediate flange is provided between an upper flange and a lower flange. A steel plate and a rubber are alternately provided between the flanges to form a laminated rubber, and the upper flange and the intermediate flange on the outer periphery of the laminated rubber, and the intermediate flange and the lower side. A high flexural rigidity laminated rubber bearing comprising a plurality of helical springs disposed between flanges.
フランジを設け該フランジ間には鋼板とゴムを互層し積
層ゴムとし、積層ゴムの外周の上側フランジと中間フラ
ンジ、及び中間フランジと下側フランジの間に、ボール
ベアリングを複数本配設してなることを特徴とする高曲
げ剛性積層ゴム支承。3. An intermediate flange is provided between the upper flange and the lower flange. A steel plate and a rubber are alternately provided between the flanges to form a laminated rubber, and the upper flange and the intermediate flange on the outer periphery of the laminated rubber, and the intermediate flange and the lower side. A high flexural rigidity laminated rubber bearing comprising a plurality of ball bearings disposed between flanges.
積層ゴム支承において中間フランジを2枚以上複数段の
構成にしたことを特徴とする請求項1、2または3記載
の高曲げ剛性積層ゴム支承。4. The high bending rigidity according to claim 1, 2 or 3, wherein the intermediate rubber has a structure of two or more stages in the laminated rubber bearing having high bending rigidity according to claim 1, 2 or 3. Laminated rubber bearing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6004006A JP2730475B2 (en) | 1994-01-19 | 1994-01-19 | High bending rigid laminated rubber bearing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6004006A JP2730475B2 (en) | 1994-01-19 | 1994-01-19 | High bending rigid laminated rubber bearing |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07207764A JPH07207764A (en) | 1995-08-08 |
JP2730475B2 true JP2730475B2 (en) | 1998-03-25 |
Family
ID=11572903
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6004006A Expired - Lifetime JP2730475B2 (en) | 1994-01-19 | 1994-01-19 | High bending rigid laminated rubber bearing |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2730475B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104452999A (en) * | 2013-09-23 | 2015-03-25 | 建研科技股份有限公司 | Self-displacement shock insulation trench system |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102619283A (en) * | 2012-04-17 | 2012-08-01 | 吕西林 | Lead core laminated rubber support seat capable of bearing tensile force |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62101763A (en) * | 1985-10-28 | 1987-05-12 | 鹿島建設株式会社 | Earthquake damping apparatus |
JPH069259Y2 (en) * | 1987-05-18 | 1994-03-09 | 隆史 藤田 | Elastic seismic isolation support device |
JPH0211905U (en) * | 1988-07-06 | 1990-01-25 | ||
JPH0277343U (en) * | 1988-12-01 | 1990-06-13 |
-
1994
- 1994-01-19 JP JP6004006A patent/JP2730475B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104452999A (en) * | 2013-09-23 | 2015-03-25 | 建研科技股份有限公司 | Self-displacement shock insulation trench system |
CN104452999B (en) * | 2013-09-23 | 2016-08-10 | 建研科技股份有限公司 | Self-displacement shock insulation trench system |
Also Published As
Publication number | Publication date |
---|---|
JPH07207764A (en) | 1995-08-08 |
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