JP3542670B2 - Braced structure - Google Patents

Braced structure Download PDF

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Publication number
JP3542670B2
JP3542670B2 JP25412195A JP25412195A JP3542670B2 JP 3542670 B2 JP3542670 B2 JP 3542670B2 JP 25412195 A JP25412195 A JP 25412195A JP 25412195 A JP25412195 A JP 25412195A JP 3542670 B2 JP3542670 B2 JP 3542670B2
Authority
JP
Japan
Prior art keywords
support
ring
cushioning material
interposed
members
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
JP25412195A
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Japanese (ja)
Other versions
JPH0996005A (en
Inventor
徹 浮島
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.)
Shibata Industrial Co Ltd
Original Assignee
Shibata Industrial Co Ltd
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 Shibata Industrial Co Ltd filed Critical Shibata Industrial Co Ltd
Priority to JP25412195A priority Critical patent/JP3542670B2/en
Publication of JPH0996005A publication Critical patent/JPH0996005A/en
Application granted granted Critical
Publication of JP3542670B2 publication Critical patent/JP3542670B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、建物、橋脚等の構築物の筋違構造に関する。
【0002】
【従来の技術】
筋違は図6に示す如く、柱1と横材2の接続部を対角線方向に部材3を入れて剛構造を構成している。
【0003】
【発明が解決しようとする課題】
このような筋違構造によると、その部材には地震等のような繰り返しの衝撃荷重が作用した場合には、引張と圧縮が交互に作用することになるために部材には衝撃荷重が発生することになり、その結果、部材の取り付け個所で破損する問題がある。
【0004】
【課題を解決するための手段】
そこで本発明は、弾性体による支持体中にチェーン体を埋設し、その各リング間には支持体を介在させ、端部のリングを支持体外に出して緩衝材を構成し、この緩衝材を筋違の部材の端部もしくは部材間に取り付けたことを特徴とする。
このような構成によると、部材にはたらく引張力および圧縮力を緩衝材によって吸収るこができて耐震構造となる。
【0005】
【発明の実施の形態】
以下に本発明の実施の形態を図面を用いて説明する。
第1の実施の形態
図1は筋違構造を示す説明図、図2は緩衝材の側面図であり、図において、4は天然ゴム、合成ゴム、合成樹脂等の弾性体による支持体、5はこの支持体4中に埋設したチェーン体であり、金属製のリングを組み合わせたものであり、リング6とリング7とはその間に支持体4が介在すると共にリング7とリング7との間にも支持体4が介在し、各リング7の端部を支持体4外に突出させるか図示する如く支持体4外の連結子8に接続して緩衝材9を構成している。
【0006】
連結子8は連結する部材10の形状、構造もしくは素材に合わせた形状となっており、部材10の端部に強固に固着できる形状であればよく、板状体に固着用のねじ穴をあけたもの、図示の如く係止リングを突出させたもの等どのような形状であってもよい。
このようにした緩衝材9は、図に示す如く、柱1と横材2の接続部を対角線方向に入れた部材10の端部もしくは部材間にリング7もしくは連結子8を介して介在させるものである。
【0007】
このように構成した筋違構造によると、部材3に引張力が作用すると、緩衝材9の支持体4のa,bは圧縮され、cは引張られ、また、部材3に圧縮力が作用すると、b,cは圧縮される。このようにして圧縮力と引張力の両方に対して緩衝機能を有し、地震のような繰り返し荷重に対して緩衝効果が得られる。
第2の実施の形態
上記第1の実施の形態例は2方向に対して緩衝効果をもたらす緩衝材を説明したが、2方向以上に対して緩衝効果をもたらす緩衝材も考えられる。そこで本実施例は、4方向に対応できる場合を示す。図3は筋違構造を示す説明図、図4は緩衝材の側面図であり、図において、上記同様に4は天然ゴム、合成ゴム、合成樹脂等の弾性体による支持体、11はこの支持体中に埋設したチェーン体であり、金属製のリングを組み合わせたものであり、リング12と4方向に配置した各リング13とはその間に支持体4が介在すると共にそれぞれ対向するリング13とリング13との間にも支持体4を介在させ、各リング13の端部を支持体4外に突出させるか図示する如く支持体4外の連結子14に接続して緩衝材15を構成している。
【0008】
連結子14は連結する部材10の形状、構造もしくは素材に合わせた形状となっており、部材10に強固に固着できる形状であればよく、板状体に固着用のねじ穴をあけたもの、図示の如く係止リングを突出させたもの等どのような形状であってもよい。
このようにした緩衝材15は、図に示す如く、柱1と横材2の接続部を対角線方向に入れた部材10の交差部にリング13もしくは連結子14を介して介在させるものである。
【0009】
このように構成した筋違構造によると、図において部材10にA方向に圧縮力(引張力)が作用すると、B方向には引張力(圧縮力)が作用する。そこで、A方向に圧縮力が作用すると、b,c、B方向の引張力に対しては、aでそれぞれ緩衝効果が得られることになる。
上記各実施例における力と変位量の関係を従来例と比較して図5にグラフで示す。
【0010】
なお、上記各実施例において、支持体中に一つのリングを配置したものを図示して説明したが、一つのリングに限るものではなく、上記した如くチェーン体であればよく複数のリングが連続したものでもよい。いずれの場合にせよ各リングの間には支持体が介在させてある。
【0011】
【発明の効果】
以上詳細に説明した本発明によると、弾性体による支持体中にチェーン体を埋設し、その各リング間には支持体を介在させ、端部のリングを支持体外に出して緩衝材を構成し、この緩衝材を筋違の部材の端部もしくは部材間に取り付けたことにより、部材にはたらく引張力および圧縮力を緩衝させることができ、すぐれた耐震構造を得ることができる効果を有する。
【図面の簡単な説明】
【図1】第1の実施の形態の筋違構造を示す説明図
【図2】緩衝材の側面図
【図3】第2の実施の形態の筋違構造を示す説明図
【図4】緩衝材の側面図
【図5】力と変位量の関係を示すグラフ
【図6】従来の筋違構造を示す説明図
【符号の説明】
1 柱
2 横材
4 支持体
5 チェーン体
6 リング
7 リング
8 連結子
9 緩衝材
10 部材
11 チェーン体
12 リング
13 リング
14 連結子
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a braced structure of a building such as a building and a pier.
[0002]
[Prior art]
As shown in FIG. 6, the bracing forms a rigid structure by inserting a member 3 in a diagonal direction at a connecting portion between the column 1 and the cross member 2.
[0003]
[Problems to be solved by the invention]
According to such a braced structure, when a repeated impact load such as an earthquake is applied to the member, an impact load is generated in the member because tension and compression act alternately. As a result, there is a problem that the member is damaged at the mounting position.
[0004]
[Means for Solving the Problems]
Therefore, the present invention embeds a chain body in a support made of an elastic body, interposes a support between the rings, and extends a ring at the end to outside the support to constitute a cushioning material. It is characterized in that it is attached to the end of a member that is bent or between members.
According to such a configuration, the tensile force and the compressive force acting on the member can be absorbed by the cushioning material, and the structure becomes an earthquake-resistant structure.
[0005]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
First Embodiment FIG. 1 is an explanatory view showing a bracing structure, and FIG. 2 is a side view of a cushioning material. In the drawing, reference numeral 4 denotes a support made of an elastic body such as natural rubber, synthetic rubber, or synthetic resin. Is a chain body buried in the support 4 and is a combination of metal rings. The ring 6 and the ring 7 are interposed between the support 4 and the ring 7 and the ring 7. The support 4 is also interposed, and the end of each ring 7 is protruded outside the support 4 or connected to a connector 8 outside the support 4 as shown in the drawing to form a cushioning material 9.
[0006]
The connector 8 has a shape adapted to the shape, structure or material of the member 10 to be connected, and may have any shape as long as it can be firmly fixed to the end of the member 10. Or any shape such as a protrusion of a locking ring as shown in the figure.
As shown in the figure, the cushioning member 9 is formed by interposing a connection portion between the column 1 and the cross member 2 in a diagonal direction at the end of the member 10 or between the members via the ring 7 or the connector 8. It is.
[0007]
According to the braced structure configured as described above, when a tensile force acts on the member 3, a and b of the support 4 of the cushioning material 9 are compressed, c is pulled, and when a compressive force acts on the member 3. , B, c are compressed. In this way, it has a buffer function against both the compressive force and the tensile force, and a buffer effect is obtained against a repeated load such as an earthquake.
Second Embodiment In the first embodiment described above, a cushioning material having a buffering effect in two directions has been described, but a cushioning material having a buffering effect in two or more directions is also conceivable. Therefore, the present embodiment shows a case where it is possible to cope with four directions. FIG. 3 is an explanatory view showing the bracing structure, and FIG. 4 is a side view of the cushioning material. In the drawing, 4 is a support made of an elastic body such as natural rubber, synthetic rubber, or synthetic resin, and 11 is this support. A chain body buried in the body, which is a combination of metal rings. The ring 12 and each of the rings 13 arranged in four directions are interposed between the ring 13 and the ring 13 with the support 4 interposed therebetween. The support member 4 is interposed between the support member 13 and the end portion of each ring 13 so as to protrude outside the support member 4 or is connected to a connector 14 outside the support member 4 as shown in the drawing to form a cushioning material 15. I have.
[0008]
The connector 14 has a shape adapted to the shape, structure or material of the member 10 to be connected, and may have any shape as long as it can be firmly fixed to the member 10. It may be of any shape, such as one with a locking ring protruding as shown.
As shown in the figure, the cushioning member 15 is provided such that the connecting portion between the column 1 and the cross member 2 is interposed via a ring 13 or a connector 14 at an intersection of the members 10 in which diagonal directions are inserted.
[0009]
According to the braced structure thus configured, when a compressive force (tensile force) acts on the member 10 in the direction A in the figure, a tensile force (compressive force) acts on the member B in the direction B. Therefore, when a compressive force acts in the direction A, a buffering effect can be obtained with respect to the tensile force in the directions b, c, and B, respectively.
FIG. 5 is a graph showing the relationship between the force and the amount of displacement in each of the above embodiments in comparison with the conventional example.
[0010]
In each of the above embodiments, the case where one ring is disposed in the support is illustrated and described. However, the present invention is not limited to a single ring. May be done. In each case, a support is interposed between the rings.
[0011]
【The invention's effect】
According to the present invention described in detail above, a chain body is embedded in a support made of an elastic body, a support is interposed between the rings, and a ring at the end is taken out of the support to constitute a cushioning material. By attaching the cushioning material to the ends of the braced members or between the members, it is possible to buffer the tensile force and the compressive force acting on the members, and to obtain an excellent seismic structure.
[Brief description of the drawings]
FIG. 1 is an explanatory view showing a bracing structure according to a first embodiment; FIG. 2 is a side view of a cushioning material; FIG. 3 is an explanatory view showing a bracing structure according to a second embodiment; FIG. FIG. 5 is a graph showing the relationship between force and displacement amount. FIG. 6 is an explanatory diagram showing a conventional bracing structure.
DESCRIPTION OF SYMBOLS 1 Column 2 Cross member 4 Support body 5 Chain body 6 Ring 7 Ring 8 Connector 9 Buffer material 10 Member 11 Chain body 12 Ring 13 Ring 14 Connector

Claims (2)

弾性体による支持体中にチェーン体を埋設し、その各リング間には支持体を介在させ、端部のリングを支持体外に出して緩衝材を構成し、この緩衝材を筋違の部材の端部もしくは部材間に取り付けたことを特徴とする筋違構造。A chain body is buried in a support made of an elastic body, a support is interposed between the rings, and a ring at the end is taken out of the support to constitute a cushioning material. Bracing structure characterized by being attached to the end or between members. 弾性体による支持体中にチェーン体を埋設し、その各リング間には支持体を介在させ、端部のリングを支持体外の連結子に接続して緩衝材を構成し、この緩衝材を筋違の部材の端部もしくは部材間に取り付けたことを特徴とする筋違構造。A chain body is embedded in a support made of an elastic body, a support is interposed between the rings, and a ring at the end is connected to a connector outside the support to form a cushioning material. A bracing structure characterized by being attached to the end of a different member or between members.
JP25412195A 1995-09-29 1995-09-29 Braced structure Expired - Fee Related JP3542670B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25412195A JP3542670B2 (en) 1995-09-29 1995-09-29 Braced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25412195A JP3542670B2 (en) 1995-09-29 1995-09-29 Braced structure

Publications (2)

Publication Number Publication Date
JPH0996005A JPH0996005A (en) 1997-04-08
JP3542670B2 true JP3542670B2 (en) 2004-07-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP25412195A Expired - Fee Related JP3542670B2 (en) 1995-09-29 1995-09-29 Braced structure

Country Status (1)

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JP (1) JP3542670B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6076849B2 (en) * 2013-07-03 2017-02-08 株式会社ブリヂストン Anti-vibration structure
CN104790560A (en) * 2015-04-27 2015-07-22 南京工业大学 Fabricated structure system formed by filling steel frame with prefabricated concrete shear wall

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JPH0996005A (en) 1997-04-08

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