JPH069258Y2 - Seismic Isolator - Google Patents
Seismic IsolatorInfo
- Publication number
- JPH069258Y2 JPH069258Y2 JP11131487U JP11131487U JPH069258Y2 JP H069258 Y2 JPH069258 Y2 JP H069258Y2 JP 11131487 U JP11131487 U JP 11131487U JP 11131487 U JP11131487 U JP 11131487U JP H069258 Y2 JPH069258 Y2 JP H069258Y2
- Authority
- JP
- Japan
- Prior art keywords
- isolator
- seismic isolation
- anchor
- fixing plates
- tensile
- 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
Landscapes
- Vibration Prevention Devices (AREA)
- Springs (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は構造物における免震アイソレータに係るもので
ある。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a seismic isolation isolator in a structure.
(従来の技術) 従来の免震アイソレータは積層ゴム等の弾性材より構成
され、地震時に免震効果が発揮されるように構成されて
いる。(Prior Art) A conventional seismic isolation isolator is made of an elastic material such as laminated rubber and is configured to exert a seismic isolation effect during an earthquake.
(考案が解決しようとする問題点) しかしながら前期従来の免震アイソレータは、その引張
強度が圧縮強度に比して低く、構造物の上下振動やロッ
キング振動によって生起した引張力が構造物の重量を上
回る場合は、免震アイソレータに過大な引張り応力が生
起し、免震アイソレータに亀裂が生じ、その使用が制限
される。また地震時に過大な水平変形が生起した場合、
この変形を抑制することができない。(Problems to be solved by the device) However, the conventional seismic isolation isolators have lower tensile strength than compressive strength, and the tensile force generated by vertical vibration and rocking vibration of the structure reduces the weight of the structure. If it exceeds the maximum value, excessive tensile stress will be generated in the seismic isolation isolator, which will crack the seismic isolation isolator and limit its use. If an excessive horizontal deformation occurs during an earthquake,
This deformation cannot be suppressed.
(問題点を解決するための手段) 本考案はこのような問題点を解決するために提案された
もので、積層ゴムよりなるアイソレータ本体の上下両端
面をアンカー定着板で挟着するとともに、同上下両アン
カー定着板間に引張強度の高い線材より構成されたアン
カー材を予めたるませた状態で連結してなることを特徴
とする免震アイソレータに係るものである。(Means for Solving Problems) The present invention has been proposed in order to solve such problems, and the upper and lower end surfaces of the isolator body made of laminated rubber are sandwiched by anchor fixing plates and The present invention relates to a seismic isolation isolator, characterized in that an anchor material composed of a wire material having high tensile strength is connected between upper and lower anchor fixing plates in a pre-slackened state.
(作用) 本考案に係る免震アイソレータは前記したように、積層
ゴムよりなるアイソレータ本体の上下両端面を挾着する
上下両定着板間に連結された引張強度の高い線材より構
成されたに予めたるみを持たせたことにより、地震時に
免震アイソレータに大きな水平変形が生じ、同水平変形
が所定の度合に達したとき始めて前記線材のアンカー材
が上下の定着板間で斜め方向に緊張され、水平方向と上
下方向との両方向に引張抵抗力が生起する。(Operation) As described above, the seismic isolation isolator according to the present invention is made up of a wire having a high tensile strength, which is connected between the upper and lower fixing plates that sandwich the upper and lower end surfaces of the isolator body made of laminated rubber. Due to the slack, a large horizontal deformation occurs in the seismic isolation isolator at the time of an earthquake, and when the horizontal deformation reaches a predetermined degree, the anchor material of the wire rod is tensioned diagonally between the upper and lower fixing plates for the first time, Tensile resistance occurs in both the horizontal and vertical directions.
而して前記アンカー材による上下方向の引張抵抗力は免
震アイソレータの引張り補強効果をもたらし、水平方向
の引張抵抗力は免振アイソレータの過大な水平変位に対
するストッパ効果をもたらす。Thus, the vertical tensile resistance of the anchor material has a tensile reinforcing effect on the seismic isolation isolator, and the horizontal tensile resistance has a stopper effect against an excessive horizontal displacement of the vibration isolator.
(実施例) 以下本考案を図示の実施例について説明する。(Embodiment) The present invention will be described below with reference to the illustrated embodiment.
第1図において(1)は積層ゴム構成されたアイソレータ
本体、(2)(3)は同アイソレータ本体(1)の上下各端面に
層着されたアンカー定着板で、同両アンカー定着板(2)
(3)間に、ピアノ線、カーボン繊維材、高分子繊維材、
強化ナイロン材等の引張強度の高い線状より構成された
アンカー材(4)が、予めたるませた状態で連結されてい
る。In FIG. 1, (1) is an isolator main body made of laminated rubber, (2) and (3) are anchor fixing plates layered on the upper and lower end surfaces of the isolator main body (1). )
(3) Between, piano wire, carbon fiber material, polymer fiber material,
An anchor material (4) made of a linear material having a high tensile strength such as a reinforced nylon material is connected in a pre-slackened state.
図中(5)は前記アンカー材(4)の定着部である。In the figure, (5) is a fixing portion of the anchor material (4).
図示の実施例は前記したように構成されているので、地
震時に大きな水平変形が生起し、所定の水平変形度に達
したとき始めて前記アンカー材(4)が第2図に示すよう
に上下のアンカー定着板(2)(3)間に斜方向に緊張され
て、この結果前記アンカー材(4)に水平方向及び上下方
向の両方向に亘って引張抵抗力が生起する。Since the illustrated embodiment is constructed as described above, a large horizontal deformation occurs at the time of an earthquake, and the anchor material (4) is moved up and down as shown in FIG. 2 only when a predetermined horizontal deformation degree is reached. Tensile force is applied between the anchor fixing plates (2) and (3) in an oblique direction, and as a result, a tensile resistance force is generated in the anchor material (4) in both horizontal and vertical directions.
前記上下方向の引張抵抗力は免震アイソレータに引張補
強効果をもたらし、前記水平方向の引張抵抗力は前記ア
イソレータ本体(1)の過大な水平変位に対するストッパ
ー効果をもたらせ、かくして免震アイソレータが水平方
向の所要変形に追従できるよにする。The vertical tensile resistance exerts a tensile reinforcement effect on the seismic isolation isolator, and the horizontal tensile resistance exerts a stopper effect against an excessive horizontal displacement of the isolator body (1), thus the seismic isolation isolator It should be able to follow the required horizontal deformation.
第3図は本考案の他の実施例を示し、前記引張補強アン
カー材(4)が免震アイソレータ本体(1)の外部において上
下のアンカー定着板(2)(3)間に連結されている。FIG. 3 shows another embodiment of the present invention in which the tensile reinforcing anchor material (4) is connected between the upper and lower anchor fixing plates (2) and (3) outside the seismic isolation isolator body (1). .
第4図は本考案の更に他の実施例を示し、上下のアンカ
ー定着板(2)(3)間に亘って、アイソレータ本体(1)の内
部、及び外部において引張補強アンカー材(4)が連結さ
れている。FIG. 4 shows still another embodiment of the present invention, in which tension reinforcement anchor members (4) are provided inside and outside the isolator body (1) between the upper and lower anchor fixing plates (2) and (3). It is connected.
(考案の効果) 本考案に係る免震アイソレータは前記したように、積層
ゴムよりなるアイソレータ本体の上下両端面を挾着する
上下両定着板間に、予めたるませた状態で連結された引
張強度の高い線材より構成されたアンカー材によって、
水平方向の所定の変形を許容することができるととも
に、所定の変形を越えた時にはアイソレータ本体の引張
補強効果、並に水平変位に対するストッパ効果が発揮さ
れるものである。(Effect of the Invention) As described above, the seismic isolation isolator according to the present invention has a tensile strength that is preliminarily slackly connected between the upper and lower fixing plates that sandwich the upper and lower end surfaces of the isolator body made of laminated rubber. By the anchor material composed of high wire rod,
It is possible to allow a predetermined horizontal deformation, and when the predetermined deformation is exceeded, a tensile reinforcing effect of the isolator body and a stopper effect against horizontal displacement are exhibited.
第1図は本考案に係る免振アイソレータの一実施例を示
す正断面図、第2図はその水平変位後の状態を示す説明
図、第3図及び第4図は夫々本考案の他の各実施例を示
す正断面図、第5図は第1図の矢視V−V図、第6図は
第2図の矢視VI−VI図、第7図は第4図の矢視VII−VII
図である。 (1)…アイソレータ本体、(2)(3)…アンカー定着板、(4)
…引張補強アンカー材FIG. 1 is a front sectional view showing an embodiment of a vibration isolator according to the present invention, FIG. 2 is an explanatory view showing a state after horizontal displacement thereof, and FIGS. 3 and 4 are other views of the present invention, respectively. Front sectional views showing respective examples, FIG. 5 is a view taken along the line V-V in FIG. 1, FIG. 6 is a view taken along the line VI-VI in FIG. 2, and FIG. 7 is a view taken along the line VII in FIG. -VII
It is a figure. (1)… isolator body, (2) (3)… anchor fixing plate, (4)
… Tensile reinforcement anchor material
Claims (1)
両端面をアンカー定着板で挟着するとともに、同上下両
アンカー定着板間に引張強度の高い線材より構成された
アンカー材を予めたるませた状態で連結してなることを
特徴とする免震アイソレータ。1. A state in which upper and lower end surfaces of an isolator main body made of laminated rubber are sandwiched by anchor fixing plates, and an anchor member made of a wire having high tensile strength is pre-slackened between the upper and lower anchor fixing plates. Seismic isolation isolators characterized by being connected by.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11131487U JPH069258Y2 (en) | 1987-07-22 | 1987-07-22 | Seismic Isolator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11131487U JPH069258Y2 (en) | 1987-07-22 | 1987-07-22 | Seismic Isolator |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6418203U JPS6418203U (en) | 1989-01-30 |
JPH069258Y2 true JPH069258Y2 (en) | 1994-03-09 |
Family
ID=31349245
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11131487U Expired - Lifetime JPH069258Y2 (en) | 1987-07-22 | 1987-07-22 | Seismic Isolator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH069258Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5084252B2 (en) * | 2006-12-26 | 2012-11-28 | 旭化成ホームズ株式会社 | Seismic isolation structure |
JP5706571B1 (en) * | 2014-09-25 | 2015-04-22 | 黒沢建設株式会社 | Seismic isolation structure |
-
1987
- 1987-07-22 JP JP11131487U patent/JPH069258Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS6418203U (en) | 1989-01-30 |
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