JP3067578B2 - Flexible bearing - Google Patents

Flexible bearing

Info

Publication number
JP3067578B2
JP3067578B2 JP7062441A JP6244195A JP3067578B2 JP 3067578 B2 JP3067578 B2 JP 3067578B2 JP 7062441 A JP7062441 A JP 7062441A JP 6244195 A JP6244195 A JP 6244195A JP 3067578 B2 JP3067578 B2 JP 3067578B2
Authority
JP
Japan
Prior art keywords
bearing
rubber
iron plate
thin
present
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
Application number
JP7062441A
Other languages
Japanese (ja)
Other versions
JPH08260575A (en
Inventor
功 西村
俊一 山田
光雄 坂本
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP7062441A priority Critical patent/JP3067578B2/en
Publication of JPH08260575A publication Critical patent/JPH08260575A/en
Application granted granted Critical
Publication of JP3067578B2 publication Critical patent/JP3067578B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

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、建築構造物、機械装置
等の振動制御用の支持支承又は振動制御のための動吸振
器を支持する支承に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support for vibration control of a building structure, a mechanical device or the like or a support for supporting a dynamic vibration absorber for vibration control.

【0002】[0002]

【従来技術及び発明が解決しようとする課題】従来、こ
のような目的で積層ゴム支承が種々開発されている。
(「開化宣言した”免震ビル”モデル施設がいっせいに
登場」、日経アーキテクチュア1986年7月14日
号、第54頁〜第75頁参照)従来の積層ゴム支承とし
て最も一般的なものは、構造物に取り付けるための上下
のエンドプレート間に、薄いゴムと鉄板を交互に積層挟
持させたものがある。図7は、円筒形の内部充実型の従
来のゴム支承の図である。しかし内部充実型の支承を用
いて、重量荷重の大きい場合と同じ鉛直応力度で、木造
建築構造物、機械装置或いは動吸振器等比較的軽量の構
造物を支持しょうとすると、断面積の小さい小型の支承
となり水平方向の許容変形量が小さくなる。図8
(a)、(b)は従来型積層ゴムで小型構造物を支持し
た場合の不都合点を示す図である。
2. Description of the Related Art Conventionally, various types of laminated rubber bearings have been developed for this purpose.
(See "Model Buildings with" Seismic Isolation Building "Declared to Open at the Same Time.", Nikkei Architecture, July 14, 1986, pp. 54-75.) The most common conventional laminated rubber bearing is the structure. There is a type in which thin rubber and an iron plate are alternately stacked and sandwiched between upper and lower end plates for attachment to an object. FIG. 7 is a diagram of a conventional rubber bearing of a cylindrical internal solid type. However, when using a solid internal bearing to support a relatively lightweight structure such as a wooden building structure, a mechanical device, or a dynamic vibration absorber with the same vertical stress level as when the heavy load is large, the cross-sectional area is small. It becomes a small bearing, and the allowable deformation in the horizontal direction becomes small. FIG.
(A), (b) is a figure which shows the inconvenience at the time of supporting a small structure with the conventional laminated rubber.

【0003】このように内部充実型のゴム支承を用いて
軽量の構造物を支持すると水平方向の許容変形が小さく
て、かつ長周期の固有周期を実現するには困難があっ
た。
[0003] When a lightweight structure is supported by using a rubber bearing having a solid interior as described above, it has been difficult to realize a small allowable deformation in the horizontal direction and a long natural period.

【0004】そこで円筒形の内部を中空にして、水平方
向の剪断剛性を小さくして、水平方向の変形能力を高め
たものが開発された。図9(a)はリング状にゴムと鉄
板を積層して内部を中空にしたゴム支承の基本的なもの
の図である。しかし内部を中空にした積層ゴム支承は剪
断剛性は小さくなり、大きな変形能力を発揮するが、反
面曲げ剛性と鉛直荷重耐力は低下し好ましくない。この
問題を解決するため、例えば積層ゴムの上下方向中央部
から上下方向両端にかけて、水平断面におけるリング巾
を連続的に拡げ座屈し難いもの(特開平5-141463号公
報)、或いは中空の積層ゴムを、接合プレートを介し
て、上下方向に複数組積み重ね、所定の低剪断剛性を得
るもの(特開平5-141464号公報)等がある。しかし特開
平5-141463号公報のものは、加工が複雑となり、特開平
5-141464号公報のものは、径と高さのプロポーションが
縦長となり、支承としての曲げ剛性の低下が懸念され
る。この他に挟持する鉄板の厚さを厚くする方法があ
る。この方法ではゴムの厚さが相対的に薄くなり、水平
方向の剪断剛性が小さいと言う積層ゴムの本来の特性が
失われて都合が悪い。そのままゴム厚を厚くしていけば
支承の全高が高くなり、曲げ剛性が低下すると言う不都
合を来す。図9(b)は、挟持する鉄板の厚さを厚くし
た支承の図である。
[0004] Therefore, there has been developed one in which the inside of the cylindrical shape is hollow, the shearing rigidity in the horizontal direction is reduced, and the deformability in the horizontal direction is enhanced. FIG. 9A is a diagram of a basic rubber bearing in which the inside is hollow by laminating rubber and an iron plate in a ring shape. However, a laminated rubber bearing having a hollow inside has a low shearing rigidity and exhibits a large deformability, but is unfavorable because the bending rigidity and the vertical load resistance are reduced. To solve this problem, for example, from the vertical center of the laminated rubber to the both ends in the vertical direction, the ring width in the horizontal section is continuously increased to make it difficult to buckle (Japanese Patent Application Laid-Open No. 5-141463), or a hollow laminated rubber is used. Are stacked in the vertical direction via a joining plate to obtain a predetermined low shear rigidity (Japanese Patent Application Laid-Open No. 5-141464). However, the processing disclosed in Japanese Patent Application Laid-Open No.
In Japanese Patent Application Laid-Open No. 5-141464, the proportions of diameter and height are vertically elongated, and there is a concern that bending rigidity as a bearing may be reduced. Another method is to increase the thickness of the iron plate to be sandwiched. In this method, the rubber is relatively thin, and the inherent properties of the laminated rubber, that is, the shear rigidity in the horizontal direction is small, are lost, which is inconvenient. If the rubber thickness is increased as it is, the overall height of the bearing will be increased, and the bending rigidity will be reduced. FIG. 9B is a diagram of the bearing in which the thickness of the iron plate to be sandwiched is increased.

【0005】本発明は、このような問題点を解決するた
めに工夫されたものである。
The present invention has been devised to solve such a problem.

【0006】[0006]

【課題を解決するための手段】内部中空の閉断面を有す
る薄いゴムと、同じく内部中空の閉断面を有する鋼板を
交互に多層に積層したフレキシブル支承において、前記
積層鋼板の一部を所定の間隔毎に、より厚い鋼板に置き
替えてなることを特徴としたフレキシブル支承を要旨と
する。
SUMMARY OF THE INVENTION A thin rubber having an internal hollow closed section and a steel sheet also having an internal hollow closed section are provided.
Alternately in a flexible bearing laminated multilayer, a portion at predetermined intervals of the <br/> laminated steel plates, placed in a thicker steel plate
The gist is a flexible bearing characterized by being replaced .

【0007】[0007]

【作用】図1は本発明のフレキシブル支承を示す図であ
る。
FIG. 1 is a view showing a flexible bearing according to the present invention.

【0008】厚い鉄板は、該支承全体の変形時に作用す
る応力伝達に関与し、薄い鉄板はゴム層を薄くするのに
効果を発揮する。即ち厚い鉄板は断面の平面を保持し曲
げ剛性を確保する一方薄いゴム層と薄い鉄板の互層は、
鉛直方向の剛性を高め、水平方向の低い剪断剛性を実現
する。
[0008] Thick iron plates are involved in transmitting stress acting upon deformation of the entire bearing, and thin iron plates are effective in thinning the rubber layer. That is, the thick iron plate keeps the plane of the cross section and secures the bending rigidity, while the thin rubber layer and the thin iron plate alternate layers,
Increases vertical rigidity and achieves low horizontal shear rigidity.

【0009】図2は本発明のフレキシブル支承が水平変
形する時の状態を示した図である。
FIG. 2 is a view showing a state where the flexible bearing of the present invention is horizontally deformed.

【0010】厚い鉄板の曲げ剛性が高く、薄いゴムと薄
い鉄板の互層部分は剪断剛性が低いため該支承は全体的
に平面を保持した形で水平変形を引き起こす。又、薄い
鉄板でゴムが分割されているため支承の縦弾性係数が高
く鉛直荷重耐力が向上している。この双方の作用によっ
て、安定な荷重支持が実現する。
Since the bending rigidity of the thick iron plate is high, and the alternating layers of the thin rubber and the thin iron plate have low shearing rigidity, the bearing causes horizontal deformation while maintaining a flat surface as a whole. Further, since the rubber is divided by a thin iron plate, the longitudinal elastic coefficient of the bearing is high and the vertical load resistance is improved. By both of these actions, stable load support is realized.

【0011】図3は、中空でゴム層と薄い鉄板の互層か
らなる従来の支承が、水平変形する時の状態を示した図
である。鉄板の剛性は低く、従って支承としての曲げ剛
性が乏しく安定した荷重支持が困難である。又、鋼板の
降伏も早期に起こるため耐力も低下する。
FIG. 3 is a view showing a state in which a conventional bearing having a hollow rubber layer and a thin iron plate alternately horizontally deforms. The rigidity of the iron plate is low, and therefore, the bending rigidity as a bearing is poor and stable load support is difficult. In addition, yield strength of the steel sheet occurs early, so that the yield strength is reduced.

【0012】[0012]

【実施例】以下図に基づいて本発明のフレキシブル支承
を説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a flexible bearing according to the present invention.

【0013】図1(a)は本発明のフレキシブル支承の
立断面図であり、(b)は上面図である。内部中空にな
るようリング状に薄いゴム2と薄い鉄板3を互層したも
のの上下、厚い鉄板4を配列したブロックを複数組積
み上げ、構造物に取り付け用の上下のエンドプレート1
で、挟持した構造とする。
FIG. 1A is a vertical sectional view of a flexible bearing according to the present invention, and FIG. 1B is a top view. A thin rubber 2 thin iron plate 3 in a ring shape so as to be hollow in the vertical Despite his interbedded thick iron plate 4 a block having an array of stacked plurality of sets, upper and lower end plate 1 for mounting to a structure
In this way, the structure is sandwiched.

【0014】例えば外径φ600mm、内径φ360m
m、ゴムの厚さ2〜3mm、薄い鉄板の厚さ3〜4m
m、ゴムと薄い鉄板の互層ブロックの厚さ15〜20m
m、厚い鉄板の厚さ9〜12mm、全高1200mmの
フレキシブル支承で支承の縦弾性係数は約600〜70
0Kg/cm2 となり25Ton の支持荷重に対して約2
cmの鉛直変形を起こすのみである。一方水平剛性は約5
0〜100Kgf/cmであり支持荷重25Ton に対して3〜
5秒の周期で支持することが可能である。又該フレキシ
ブル支承の水平方向の変形量は±50cm前後まで線形状
態を保持し得ると考えられる。
For example, outer diameter φ600mm, inner diameter φ360m
m, rubber thickness 2-3mm, thin iron plate thickness 3-4m
m, the thickness of the alternating layer of rubber and thin iron plate is 15-20m
m, the thickness of a thick iron plate is 9 to 12 mm, and the total height is 1200 mm.
0Kg / cm 2 and about 2 for a 25Ton supporting load.
It only causes a vertical deformation of cm. On the other hand, the horizontal rigidity is about 5
0-100Kgf / cm, 3 ~ against 25Ton of supporting load
It is possible to support with a period of 5 seconds. Also, it is considered that the amount of deformation of the flexible bearing in the horizontal direction can maintain a linear state up to about ± 50 cm.

【0015】[0015]

【発明の効果】本発明によれば、厚い鉄板は、該支承全
体の変形時に作用する応力伝達に関与し、薄い鉄板はゴ
ム層を薄くするのに効果を発揮する。即ち厚い鉄板は鉛
直荷重耐力と曲げ剛性を確保する一方薄いゴム層と薄い
鉄板の互層は、大きな変形を許容するしなやかな剪断剛
性を実現することが出来る。
According to the present invention, a thick iron plate contributes to stress transmission acting upon deformation of the entire bearing, and a thin iron plate is effective in thinning the rubber layer. That is, a thick iron plate secures vertical load bearing strength and bending rigidity, while an alternate layer of a thin rubber layer and a thin iron plate can realize a flexible shear rigidity that allows a large deformation.

【0016】従って、比較的軽量の動吸振器(超高層建
築物の振動制御装置)を3〜5秒の固有周期を持つ系と
して実現でき、その変形能により振動エネルギを吸収す
るため、風揺れ等比較的長周期の振動の場合極めて有効
である。図4は超高層建築物に設置した動吸振器に本発
明のフレキシブル支承を応用した図である。
Accordingly, a relatively lightweight dynamic vibration absorber (vibration control device for a super-high-rise building) can be realized as a system having a natural period of 3 to 5 seconds. It is extremely effective in the case of vibration having a relatively long period, such as. FIG. 4 is a diagram in which the flexible bearing of the present invention is applied to a dynamic vibration absorber installed in a high-rise building.

【0017】又、従来不可能とされていた、木造建築物
等の軽量建築物の免震支承としても剪断剛性が低いので
十分応用できる。図5は、木造建築物に本発明のフレキ
シブル支承を応用した図である。
Further, since the shear rigidity is low, it can be sufficiently applied to a seismic isolation bearing for a light-weight building such as a wooden building, which has heretofore been impossible. FIG. 5 is a diagram in which the flexible bearing of the present invention is applied to a wooden building.

【0018】又、本発明の支承は、機械機器を設置する
床免震にも応用することが出来る。
The bearing of the present invention can also be applied to floor seismic isolation for installing mechanical equipment.

【0019】図6は、コンピュータ室等の床の免震に本
発明の支承を応用した図である。
FIG. 6 is a diagram in which the bearing of the present invention is applied to seismic isolation of the floor of a computer room or the like.

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

【図1】(a)は本発明のフレキシブル支承の立断面図
であり、(b)は上面図である。
FIG. 1 (a) is a vertical sectional view of a flexible bearing of the present invention, and FIG. 1 (b) is a top view.

【図2】本発明のフレキシブル支承が水平変形する時の
状態を示した図である。
FIG. 2 is a view showing a state where the flexible bearing of the present invention is horizontally deformed.

【図3】中空でゴム層と薄い鉄板の互層からなる従来の
支承が、水平変形する時の状態を示した図である。
FIG. 3 is a view showing a state in which a conventional bearing having a hollow rubber layer and an alternating layer of a thin iron plate is horizontally deformed.

【図4】超高層建築物に設置した動吸振器に本発明のフ
レキシブル支承を応用した図である。
FIG. 4 is a diagram in which the flexible bearing of the present invention is applied to a dynamic vibration absorber installed in a high-rise building.

【図5】木造建築物に本発明のフレキシブル支承を応用
した図である。
FIG. 5 is a diagram in which a flexible bearing of the present invention is applied to a wooden building.

【図6】コンピュータ室等の床の免震に本発明の支承を
応用した図である。
FIG. 6 is a diagram in which the bearing of the present invention is applied to seismic isolation of a floor in a computer room or the like.

【図7】円筒形の内部充実型の従来のゴム支承の図であ
る。
FIG. 7 is a diagram of a conventional rubber bearing having a cylindrical inner solid type.

【図8】(a)、(b)は従来型積層ゴムで小型構造物
を支持した場合の不都合点を示す図である。
FIGS. 8A and 8B are diagrams showing disadvantages when a small structure is supported by a conventional laminated rubber.

【図9】(a)はリング状にゴムと鉄板を積層して内部
を中空にしたゴム支承の基本的なものの図である。
(b)は、挟持する鉄板の厚さを厚くした支承の図であ
る。
FIG. 9 (a) is a diagram of a basic rubber bearing in which the inside is hollowed by laminating rubber and an iron plate in a ring shape.
(B) is a diagram of a bearing in which the thickness of an iron plate to be sandwiched is increased.

【符号の説明】[Explanation of symbols]

1・・・エンドプレート、2・・・積層ゴム、3・・・
薄い鉄板、4・・・厚い鉄板、5・・・本発明のフレキ
シブル支承、6・・・従来のゴム支承、7・・・大型構
造物、8・・・小型構造物、9・・・動吸振器、10・
・・超高層ビル、11・・・軽量建物、12・・・コン
ピュータ、13・・・免震床
1 ... End plate, 2 ... Laminated rubber, 3 ...
Thin iron plate, 4 ... thick iron plate, 5 ... flexible bearing of the present invention, 6 ... conventional rubber bearing, 7 ... large structure, 8 ... small structure, 9 ... moving Vibration absorber, 10
..High-rise buildings, 11 ... Light-weight buildings, 12 ... Computers, 13 ... Seismically isolated floors

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−54406(JP,A) 特開 平3−163231(JP,A) 特開 昭63−293340(JP,A) 特開 昭59−179970(JP,A) 実開 昭64−23504(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 1/36 E04H 9/02 331 F16F 15/04 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-7-54406 (JP, A) JP-A-3-163231 (JP, A) JP-A-63-293340 (JP, A) JP-A-59-1984 179970 (JP, A) Japanese Utility Model Showa 64-23504 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 1/36 E04H 9/02 331 F16F 15/04

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 内部中空の閉断面を有する薄いゴムと、
同じく内部中空の閉断面を有する鋼板を交互に多層に積
層したフレキシブル支承において、前記積層鋼板の一部
を所定の間隔毎に、より厚い鋼板に置き替えてなること
を特徴としたフレキシブル支承。
1. A thin rubber having an internal hollow closed cross section,
In likewise flexible support laminated to the multilayer steel sheets having an internal hollow closed cross section alternately, a portion of the laminated steel plates
The at predetermined intervals, a flexible support, which was characterized by being replaced with a thicker steel plate.
JP7062441A 1995-03-22 1995-03-22 Flexible bearing Expired - Fee Related JP3067578B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7062441A JP3067578B2 (en) 1995-03-22 1995-03-22 Flexible bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7062441A JP3067578B2 (en) 1995-03-22 1995-03-22 Flexible bearing

Publications (2)

Publication Number Publication Date
JPH08260575A JPH08260575A (en) 1996-10-08
JP3067578B2 true JP3067578B2 (en) 2000-07-17

Family

ID=13200303

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7062441A Expired - Fee Related JP3067578B2 (en) 1995-03-22 1995-03-22 Flexible bearing

Country Status (1)

Country Link
JP (1) JP3067578B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4322062B2 (en) 2003-07-23 2009-08-26 日本発條株式会社 Engine block and manufacturing method thereof

Also Published As

Publication number Publication date
JPH08260575A (en) 1996-10-08

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