JP4971701B2 - Damping structure and damping panel - Google Patents

Damping structure and damping panel Download PDF

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JP4971701B2
JP4971701B2 JP2006175955A JP2006175955A JP4971701B2 JP 4971701 B2 JP4971701 B2 JP 4971701B2 JP 2006175955 A JP2006175955 A JP 2006175955A JP 2006175955 A JP2006175955 A JP 2006175955A JP 4971701 B2 JP4971701 B2 JP 4971701B2
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大偉 劉
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Daiwa House Industry Co Ltd
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Description

本発明は、制震構造及び制震パネルに関する。   The present invention relates to a vibration control structure and a vibration control panel.

住宅、ビル、駐車場等の建物に用いられる制震構造として、従来より、種々のものが提供されているが、地震等による階上側と階下側との水平方向の相対変位動作を簡素な構造により効果的に減衰することができる制震構造は、未だ提供されていない。
特開2006−152788号公報 特開2000−240321号公報
Various types of seismic control structures used in buildings such as houses, buildings, and parking lots have been provided, but the structure of the relative displacement in the horizontal direction between the upper floor and the lower floor due to earthquakes is simple. A damping structure that can be damped more effectively has not yet been provided.
JP 2006-152788 A JP 2000-240321 A

本発明は、上記のような技術背景において、地震等による階上側と階下側との水平方向の相対変位動作を簡素な構造により効果的に減衰することができる制震構造及び制震パネルを提供することを課題とする。   In the technical background as described above, the present invention provides a vibration control structure and a vibration control panel capable of effectively attenuating the horizontal relative displacement operation between the upper floor and the lower floor due to an earthquake or the like with a simple structure. The task is to do.

上記の課題は、上下の端部が階上側と階下側に剛接合状態に接合された左右の柱又は左右の側枠間に、圧縮と引張りに耐える2本のブレースで構成されたV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースで構成された逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が各柱又は各側枠の上端側に剛接合状態に接合されると共に、下剛体の各ブレースの下端部が各柱又は各側枠の下端側に剛接合状態に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされていることを特徴とする制震構造によって解決される(第1発明)。
The above problem is that a V-shaped structure composed of two braces that withstand compression and tension between the left and right columns or the left and right side frames whose upper and lower ends are joined to the upper floor and the lower floor in a rigid connection state. An upper rigid body and an inverted V-shaped lower rigid body composed of two braces that can withstand compression and tension are arranged in an X shape,
The upper end of each brace of the upper rigid body is rigidly joined to the upper end of each column or each side frame, and the lower end of each brace of the lower rigid body is rigidly joined to the lower end of each column or each side frame. Joined to
An energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means is used to attenuate the horizontal relative displacement operation of the upper and lower rigid bodies. 1 invention).

この制震構造では、左右の柱又は左右の側枠の上下の端部が階上側と階下側に剛接合状態に接合されていること、及び、上剛体の各ブレースの上端部が各柱又は各側枠の上端側に剛接合状態に接合されると共に、下剛体の各ブレースの下端部が各柱又は各側枠の下端側に剛接合状態に接合されていることにより、階上側と階下側の水平方向の相対変位が、上剛体の下端部と下剛体の上端部の水平方向の相対変位として効率良く伝えられ、地震等による階上側と階下側との水平方向の相対変位動作を、増幅機構などを用いることなく簡素な構造で、上下の剛体間のエネルギー吸収手段により効果的に減衰することができる。   In this vibration control structure, the upper and lower ends of the left and right columns or the left and right side frames are joined to the upper floor and the lower floor in a rigidly joined state, and the upper end of each brace of the upper rigid body is attached to each column or It is joined to the upper end side of each side frame in a rigidly joined state, and the lower end of each brace of the lower rigid body is joined to the lower end side of each column or each side frame in a rigidly joined state, so that the upper floor and the downstairs The horizontal relative displacement on the side is efficiently transmitted as the horizontal relative displacement between the lower end of the upper rigid body and the upper end of the lower rigid body, and the horizontal relative displacement operation between the upper floor and the lower floor due to an earthquake, etc. A simple structure without using an amplification mechanism or the like can be effectively attenuated by energy absorbing means between the upper and lower rigid bodies.

しかも、上剛体は、圧縮と引張りに耐える2本のブレースで構成されたV形をし、下剛体は、圧縮と引張りに耐える2本のブレースで構成された逆V形をし、上下の剛体はX状に配置され、これら上下の剛体間にエネルギー吸収手段が備えられた構造であるので、例えば、V形の剛体を一つ用いてこれを階上側と階下側にわたすような構造の場合に比べ、上下の各剛体の2本のブレースを左右の柱間又は側枠間で大きく開かせることができて上下の各剛体の剛性を大きなものにすることができ、それでいて、地震等による階上側と階下側との水平方向の相対変位動作時に上下の剛体が左右の柱又は側枠と干渉することもない。   In addition, the upper rigid body has a V shape composed of two braces that can withstand compression and tension, and the lower rigid body has an inverted V shape composed of two braces that can withstand compression and tension. Is arranged in an X shape, and energy absorbing means is provided between the upper and lower rigid bodies. For example, in the case of using a single V-shaped rigid body and extending it to the upper and lower floors. Compared to the above, the two braces of the upper and lower rigid bodies can be opened widely between the left and right pillars or between the side frames, and the rigidity of the upper and lower rigid bodies can be increased. The upper and lower rigid bodies do not interfere with the left and right columns or side frames during the horizontal relative displacement operation between the upper side and the downstairs side.

加えて、左右の柱又は側枠と上下の剛体との間の開口部を通じて、こちら側から向こう側、向こう側からこちら側へのアクセスを容易にすることができる。   In addition, access from this side to the far side and from the far side to the far side can be facilitated through the openings between the left and right columns or side frames and the upper and lower rigid bodies.

もちろん、圧縮と引張りに耐える2本のブレースで構成されたV形の上剛体と、圧縮と引張りに耐える2本のブレースで構成された逆V形の下剛体とがX状に配置された構造であることにより、上記のように、例えば、V形の剛体を一つ用いてこれを階上側と階下側にわたすような構造の場合に比べ、各ブレースの長さ寸法を小さく抑えることができ、そのため、各ブレースにもたせる剛性を低くすることができて、各ブレースの断面寸法を小さくすることができ、それによって、例えば、上下の剛体の前後方向の寸法を小さくすることも可能になる。   Of course, a V-shaped upper rigid body composed of two braces that can withstand compression and tension, and an inverted V-shaped lower rigid body composed of two braces that resist compression and tension are arranged in an X shape. Therefore, as described above, for example, the length dimension of each brace can be kept small as compared with the case of using a single V-shaped rigid body and extending it to the upper and lower floors. Therefore, the rigidity given to each brace can be reduced, and the cross-sectional dimension of each brace can be reduced. For example, the longitudinal dimension of the upper and lower rigid bodies can be reduced.

第1発明の構造において、上剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで上剛体の剛性を高める補強プレートが設けられると共に、下剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで下剛体の剛性を高める補強プレートが設けられているとよい(第2発明)。   In the structure of the first invention, a reinforcing plate for increasing the rigidity of the upper rigid body by connecting these braces to all or part of the upper and lower braces between the upper rigid bodies is provided, and in the vertical direction between the braces of the lower rigid body. It is preferable that a reinforcing plate that increases the rigidity of the lower rigid body by connecting these braces to all or a part is provided (second invention).

この場合は、上下の剛体の剛性を、ブレースと補強プレートとの協働作用により高いものにすることができ、上下の剛体の前後方向の寸法も小さく抑えることができる。   In this case, the rigidity of the upper and lower rigid bodies can be increased by the cooperative action of the brace and the reinforcing plate, and the longitudinal dimensions of the upper and lower rigid bodies can be kept small.

特に、第1発明の構造において上剛体の両ブレース間の下半部のみにこれらブレースをつないで上剛体の剛性を高める補強プレートが固着状態に設けられると共に、前記下剛体の両ブレース間の上半部のみにこれらブレースをつないで下剛体の剛性を高める補強プレートが固着状態に設けられているとよい(第3発明)。   In particular, in the structure of the first invention, a reinforcing plate that increases the rigidity of the upper rigid body by connecting these braces only to the lower half between the braces of the upper rigid body is provided in a fixed state. It is preferable that a reinforcing plate is provided in a fixed state by connecting these braces only to the half portion to increase the rigidity of the lower rigid body (third invention).

この場合は、上下の剛体の、エネルギー吸収手段と連結される側の剛性を高めることができて、エネルギー吸収手段に効率良く効果的にエネルギーを吸収させることができ、それでいて、上剛体の両ブレース間の上半部の開口部、下剛体の両ブレース間の下半部の開口部を通じて、こちら側から向こう側、向こう側からこちら側へのアクセスを容易にすることができる。   In this case, the rigidity of the upper and lower rigid bodies on the side connected to the energy absorbing means can be increased, and the energy absorbing means can absorb the energy efficiently and effectively, and both braces of the upper rigid body can be absorbed. It is possible to facilitate access from this side to the far side and from the far side to the far side through the opening in the upper half between the two and the lower half between the braces of the lower rigid body.

第2、第3発明において、各補強プレートは、複数の孔が分散状態に明けられた孔明き鋼板からなる場合(第4発明)は、補強プレートの座屈モードが高次になって、補強プレートの面外変形を抑制することができる。特に、第4発明において、補強プレートがブレースに溶接で取り付けられている場合(第5発明)は、孔の作用によって溶接歪による面外変形を抑制することができて、補強プレートを溶接できれいにブレースに取り付けることができる。なお、第4、第5発明において、補強プレートの各孔の周縁部全周にわたって立ち上がる環状リブが備えられていると、より効果的である。   In the second and third inventions, when each reinforcing plate is made of a perforated steel plate having a plurality of holes in a dispersed state (fourth invention), the buckling mode of the reinforcing plate becomes higher and the reinforcing plate The out-of-plane deformation of the plate can be suppressed. In particular, in the fourth invention, when the reinforcing plate is attached to the brace by welding (fifth invention), out-of-plane deformation due to welding distortion can be suppressed by the action of the hole, and the reinforcing plate can be cleaned by welding. Can be attached to braces. In the fourth and fifth inventions, it is more effective if an annular rib is provided that rises over the entire periphery of the peripheral edge of each hole of the reinforcing plate.

また、上記の課題は、圧縮と引張りに耐える2本のブレースで構成されたV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースで構成された逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が階上側に接合されると共に、下剛体の各ブレースの下端部が階下側に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされていることを特徴とする制震構造によって同様に解決される(第6発明)。
In addition, the above problem is that a V-shaped upper rigid body composed of two braces that can withstand compression and tension, and an inverted V-shaped lower rigid body composed of two braces that can also withstand compression and tension are X Arranged in a shape,
While the upper end of each brace of the upper rigid body is joined to the upper floor, the lower end of each brace of the lower rigid body is joined to the lower floor,
An energy absorbing means is provided between the upper and lower rigid bodies, and the same is solved by a vibration control structure characterized in that the energy absorbing means attenuates the relative displacement in the horizontal direction of the upper and lower rigid bodies. (Sixth invention).

即ち、このような構造であれば、上剛体が、圧縮と引張りに耐える2本のブレースで構成されたV形をし、下剛体が、圧縮と引張りに耐える2本のブレースで構成された逆V形をし、上下の剛体はX状に配置され、これら上下の剛体間にエネルギー吸収手段が備えられた構造であるので、上下の各剛体の2本のブレースを大きく開かせることができて上下の各剛体の剛性を大きなものにすることができ、そのため、増幅機構などを用いることなく簡素な構造で、上下の剛体間のエネルギー吸収手段により効果的に減衰することができ、それでいて、地震等による階上側と階下側との水平方向の相対変位動作時に上下の剛体が左右の柱又は側枠等の構造部と干渉することもない。また、左右の柱又は側枠等の構造部と上下の剛体との間の開口部を通じて、こちら側から向こう側、向こう側からこちら側へのアクセスを容易にすることができる。もちろん、各ブレースの長さ寸法を小さく抑えることができて、各ブレースにもたせる剛性を低くすることができ、各ブレースの断面寸法を小さくすることができて上下の剛体の前後方向の寸法を小さくすることも可能になる。なお、第2〜第5発明の限定要素部分は、第6発明の従属要素となりうるものであることはいうまでもない。   That is, in such a structure, the upper rigid body has a V shape composed of two braces that can withstand compression and tension, and the lower rigid body has a reverse structure composed of two braces that can withstand compression and tension. It has a V shape, and the upper and lower rigid bodies are arranged in an X shape, and energy absorbing means is provided between the upper and lower rigid bodies, so that the two braces of the upper and lower rigid bodies can be opened widely. The rigidity of the upper and lower rigid bodies can be increased, so that the structure can be attenuated effectively by the energy absorbing means between the upper and lower rigid bodies without using an amplification mechanism, etc. The upper and lower rigid bodies do not interfere with the structural parts such as the left and right columns or side frames during the horizontal relative displacement operation between the upper floor and the lower floor due to the above. Further, it is possible to facilitate access from this side to the far side and from the far side to the far side through an opening between the structural portion such as the left and right columns or the side frames and the upper and lower rigid bodies. Of course, the length dimension of each brace can be kept small, the rigidity given to each brace can be lowered, the cross-sectional dimension of each brace can be reduced, and the longitudinal dimensions of the upper and lower rigid bodies can be reduced. It is also possible to do. Needless to say, the limiting element portions of the second to fifth inventions can be subordinate elements of the sixth invention.

また、上記の課題は、上下の端部が階上側と階下側に剛接合状態に接合される左右の側枠間に、圧縮と引張りに耐える2本のブレースからなるV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースからなる逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が各側枠の上端側に剛接合状態に接合されると共に、下剛体の各ブレースの下端部が各側枠の下端側に剛接合状態に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされていることを特徴とする制震パネルによっても同様に解決される(第7発明)。
In addition, the above-mentioned problem is that a V-shaped upper rigid body composed of two braces that withstand compression and tension between the left and right side frames in which the upper and lower ends are joined to the upper floor and the lower floor in a rigidly joined state, Similarly, an inverted V-shaped lower rigid body consisting of two braces that can withstand compression and tension is arranged in an X shape,
The upper end of each brace of the upper rigid body is joined in a rigidly joined state to the upper end side of each side frame, and the lower end of each brace of the lower rigid body is joined in a rigidly joined state to the lower end side of each side frame,
An energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means is used to attenuate the horizontal relative displacement operation of the upper and lower rigid bodies. (Seventh invention).

更に、圧縮と引張りに耐える2本のブレースからなり、上端部が階上側に接合されるV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースからなり、下端部が階下側に接合される逆V形の下剛体とがX状に配置され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされていることを特徴とする制震パネルによっても同様に解決される(第8発明)。
In addition, it consists of two braces that can withstand compression and tension, and has a V-shaped upper rigid body whose upper end is joined to the upper floor, and two braces that also resist compression and tension, and its lower end is joined to the lower side. The inverted V-shaped lower rigid body is arranged in an X shape,
An energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means is used to attenuate the horizontal relative displacement operation of the upper and lower rigid bodies. (Eighth invention).

特に、第7,第8発明の場合は、パネル化されていることによって、現場での施工が容易であり、該制震パネルの適用範囲を広くすることができる。なお、第2〜第5発明の限定要素部分は、第7,第8の各発明の従属要素となりうるものであることはいうまでもない。   In particular, in the case of the seventh and eighth inventions, since it is made into a panel, construction on site is easy and the application range of the vibration control panel can be widened. Needless to say, the limiting element portions of the second to fifth inventions can be subordinate elements of the seventh and eighth inventions.

本発明は、以上のとおりのものであるから、地震等による階上側と階下側との水平方向の相対変位動作を簡素な構造により効果的に減衰することができる。   Since the present invention is as described above, the relative displacement operation in the horizontal direction between the upper floor and the lower floor due to an earthquake or the like can be effectively attenuated with a simple structure.

次に、本発明の実施最良形態を図面に基づいて説明する。   Next, the best mode for carrying out the present invention will be described with reference to the drawings.

図1に示す実施形態の制震構造において、1は制震パネル、2は階上側、3は階下側である。階上側2は、鋼製梁などからなり、階下側3は、鋼製梁、土台、基礎などからなって、階上側2と階下側3との間には1フロアー分の間隔寸法が明けられている。   In the damping structure of the embodiment shown in FIG. 1, 1 is a damping panel, 2 is an upper floor, and 3 is a lower floor. The upper floor 2 is made of steel beams, and the lower floor 3 is made of steel beams, foundations, foundations, etc., and an interval of one floor is opened between the upper floor 2 and the lower floor 3. ing.

制震パネル1は、互いに間隔をおいた左右の鋼製側枠4,4を備え、側枠4,4間には、圧縮と引張りに耐える2本の鋼製ブレース5a,5aからなるV形の上剛体5と、同じく圧縮と引張りに耐える2本の鋼製ブレース6a,6aからなる逆V形の下剛体6とがX状に配置され、上剛体5の各ブレース5a,5aの上端部が各側枠4,4の上端側に剛接合状態に接合されると共に、下剛体6の各ブレース6a,6aの下端部が各側枠4,4の下端側に剛接合状態に接合されている。   The seismic control panel 1 includes left and right steel side frames 4 and 4 spaced apart from each other, and between the side frames 4 and 4, a V-shape composed of two steel braces 5a and 5a that withstand compression and tension. The upper rigid body 5 and the inverted V-shaped lower rigid body 6 composed of two steel braces 6a, 6a that are also resistant to compression and tension are arranged in an X shape, and the upper ends of the braces 5a, 5a of the upper rigid body 5 Are joined to the upper ends of the side frames 4 and 4 in a rigid joint state, and the lower ends of the braces 6a and 6a of the lower rigid body 6 are joined to the lower ends of the side frames 4 and 4 in a rigid joint state. Yes.

また、上剛体5の両ブレース5a,5a間の下半部のみにこれらブレース5a,5aをつないで上剛体5の剛性を高める逆台形状の補強プレート5b,5bが溶接で両面に固着状態に設けられると共に、下剛体6の両ブレース6a,6a間の上半部のみにこれらブレース6a,6aをつないで下剛体6の剛性を高める補強プレート6b,6bが両面に固着状態に設けられている。   Further, the inverted trapezoidal reinforcing plates 5b, 5b, which connect the braces 5a, 5a only to the lower half portion between the braces 5a, 5a of the upper rigid body 5 to increase the rigidity of the upper rigid body 5, are fixed to both surfaces by welding. Reinforcing plates 6b, 6b are provided in a fixed state on both sides of the lower rigid body 6 so as to increase the rigidity of the lower rigid body 6 by connecting the braces 6a, 6a only to the upper half between the braces 6a, 6a of the lower rigid body 6. .

各補強プレート5b,6bは、複数の孔7…が分散状態に明けられた孔明き鋼板からなっており、図2に示すように、各孔7には、その周縁部全周にわたって立ち上がる環状リブ7aが備えられている。   Each of the reinforcing plates 5b and 6b is made of a perforated steel plate in which a plurality of holes 7 are formed in a dispersed state. As shown in FIG. 2, each hole 7 has an annular rib that rises over the entire periphery thereof. 7a is provided.

そして、これら上下の剛体5,6間にエネルギー吸収手段としての制震デバイス8が備えられている。該制震デバイス8は、粘弾性体9,9を用いたものからなっており、図2に示すように、上剛体5の下端部に複数のボルトで固着状態に取り付けられた垂れ下がり状の1枚の平板プレート10と、下剛体6の上端部に複数のボルトで固着状態に取り付けられた立ち上がり状の2枚のZ形屈曲プレート11,11とを備え、平板プレート10がZ形屈曲プレート11,11間に差し込まれ、平板プレート10と一方のZ形屈曲プレート11との間、及び、平板プレート10ともう一方のZ形屈曲プレート11との間にそれぞれ粘弾性体9,9が介設されたものであり、図3に示すように、平板プレート10とZ形屈曲プレート11とが左右の水平方向に相対変位動作をすると、粘弾性体9がせん断変形をしてエネルギーを吸収し、その相対変位動作を減衰するようになされている。12,12は鋼製のつなぎ材である。   And the vibration control device 8 as an energy absorption means is provided between these upper and lower rigid bodies 5 and 6. The damping device 8 is composed of viscoelastic bodies 9 and 9 and, as shown in FIG. 2, a drooping 1 attached to a lower end of the upper rigid body 5 with a plurality of bolts. A flat plate 10 and two Z-shaped bent plates 11, 11 standing upright attached to the upper end of the lower rigid body 6 with a plurality of bolts. The flat plate 10 is a Z-shaped bent plate 11. 11, viscoelastic bodies 9, 9 are interposed between the flat plate 10 and one Z-shaped bent plate 11, and between the flat plate 10 and the other Z-shaped bent plate 11, respectively. As shown in FIG. 3, when the flat plate 10 and the Z-shaped bent plate 11 perform a relative displacement operation in the left and right horizontal directions, the viscoelastic body 9 undergoes shear deformation and absorbs energy, Its relative displacement It has been made to attenuate the work. 12 and 12 are steel binders.

上記の制震パネル1は、左右の側枠4,4の上下の端部が階上側2と階下側3とに剛接合状態に接合されて制震構造を構成する。   The seismic control panel 1 has a seismic control structure in which the upper and lower ends of the left and right side frames 4 and 4 are joined to the upper floor 2 and the lower floor 3 in a rigid joint state.

上記の制震構造では、左右の側枠4,4の上下の端部が階上側2と階下側3に剛接合状態に接合されていること、及び、上剛体5の各ブレース5a,5aの上端部が各側枠4,4の上端側に剛接合状態に接合されると共に、下剛体6の各ブレース6a,6aの下端部が各側枠4,4の下端側に剛接合状態に接合されていることにより、階上側2と階下側3の水平方向の相対変位が、上剛体5の下端部と下剛体6の上端部の水平方向の相対変位として効率良く伝えられ、地震等による階上側2と階下側3との水平方向の相対変位動作を、増幅機構などを用いることなく簡素な構造で、上下の剛体5,6間の制震デバイス8により効果的に減衰することができる。   In the above-described vibration control structure, the upper and lower ends of the left and right side frames 4 and 4 are joined to the upper floor 2 and the lower floor 3 in a rigid joint state, and the braces 5a and 5a of the upper rigid body 5 are connected. The upper end portion is joined to the upper end side of each side frame 4, 4 in a rigidly joined state, and the lower end portion of each brace 6 a, 6 a of the lower rigid body 6 is joined to the lower end side of each side frame 4, 4 in a rigidly joined state. As a result, the horizontal relative displacement between the upper floor 2 and the lower floor 3 can be efficiently transmitted as the horizontal relative displacement between the lower end of the upper rigid body 5 and the upper end of the lower rigid body 6. The relative displacement operation in the horizontal direction between the upper side 2 and the lower level side 3 can be effectively damped by the vibration control device 8 between the upper and lower rigid bodies 5 and 6 with a simple structure without using an amplification mechanism or the like.

しかも、上剛体5は、圧縮と引張りに耐える2本のブレース5a,5aで構成されたV形をし、下剛体6は、圧縮と引張りに耐える2本のブレース6a,6aで構成された逆V形をし、上下の剛体5,6はX状に配置され、これら上下の剛体5,6間に制震デバイス8が備えられた構造であるので、上下の各剛体5,6の2本のブレース5a,5a;6a,6aを左右の側枠4,4間で大きく開かせることができて上下の各剛体5,6の剛性を大きなものにすることができ、それでいて、地震等による階上側2と階下側3との水平方向の相対変位動作時に上下の剛体5,6が左右の側枠4,4と干渉することもない。   In addition, the upper rigid body 5 has a V shape composed of two braces 5a, 5a that can withstand compression and tension, and the lower rigid body 6 is an inverted structure composed of two braces 6a, 6a that can withstand compression and tension. Since the upper and lower rigid bodies 5 and 6 are V-shaped and arranged in an X shape, and the vibration control device 8 is provided between the upper and lower rigid bodies 5 and 6, two upper and lower rigid bodies 5 and 6 are provided. The braces 5a, 5a; 6a, 6a can be greatly opened between the left and right side frames 4, 4, and the rigidity of the upper and lower rigid bodies 5, 6 can be increased. The upper and lower rigid bodies 5 and 6 do not interfere with the left and right side frames 4 and 4 during the horizontal relative displacement operation between the upper side 2 and the lower floor side 3.

更に、上下の剛体5,6には補強プレート5b,6bが備えられ、上下の剛体5,6の剛性が、ブレースと補強プレートとの協働作用により高められているので、制震デバイス8に効果的にエネルギーを吸収させることができる。   Further, the upper and lower rigid bodies 5, 6 are provided with reinforcing plates 5b, 6b, and the rigidity of the upper and lower rigid bodies 5, 6 is enhanced by the cooperative action of the brace and the reinforcing plate. Energy can be absorbed effectively.

特に、補強プレート5b,6bは、上剛体の両ブレース間の下半部、及び、下剛体の両ブレース間の上半部に設けられているので、上下の剛体5,6の、制震デバイス8と連結される側の剛性が高められて、制震デバイス8に効率良く効果的にエネルギーを吸収させることができる。   In particular, since the reinforcing plates 5b and 6b are provided in the lower half part between both braces of the upper rigid body and the upper half part between both braces of the lower rigid body, the vibration control devices of the upper and lower rigid bodies 5 and 6 are provided. The rigidity of the side connected to 8 is increased, and the vibration control device 8 can efficiently and effectively absorb energy.

加えて、左右の側枠4,4と上下の剛体5,6との間の開口部13,13を通じて、こちら側から向こう側、向こう側からこちら側へのアクセスを容易にすることができると共に、上剛体5の両ブレース5a,5a間の上半部の開口部14、下剛体6の両ブレース6a,6a間の下半部の開口部15を通じて、こちら側から向こう側、向こう側からこちら側へのアクセスを容易にすることができる。   In addition, through the openings 13 and 13 between the left and right side frames 4 and 4 and the upper and lower rigid bodies 5 and 6, it is possible to facilitate access from this side to the other side and from the other side to this side. Through the opening 14 in the upper half between the braces 5a, 5a of the upper rigid body 5 and through the opening 15 in the lower half between the braces 6a, 6a of the lower rigid body 6, click here from the other side and from the other side Access to the side can be facilitated.

そして、圧縮と引張りに耐える2本のブレース5a,5aで構成されたV形の上剛体5と、圧縮と引張りに耐える2本のブレース6a,6aで構成された逆V形の下剛体6とがX状に配置された構造であることにより、各ブレース5a,5a,6a,6aの長さ寸法を小さく抑えることができて各ブレースにもたせる剛性を低くすることができ、各ブレースの断面寸法を小さくし、上下の剛体5,6の前後方向の寸法を小さくすることが可能で、薄型の制震パネルを実現することができる。   A V-shaped upper rigid body 5 composed of two braces 5a, 5a that can withstand compression and tension, and an inverted V-shaped lower rigid body 6 composed of two braces 6a, 6a that can withstand compression and tension. Is a structure arranged in an X shape, the length dimension of each brace 5a, 5a, 6a, 6a can be kept small, the rigidity given to each brace can be reduced, and the cross-sectional dimensions of each brace can be reduced. Can be reduced, and the longitudinal dimensions of the upper and lower rigid bodies 5 and 6 can be reduced, and a thin vibration control panel can be realized.

更に、補強プレート5b,6bは、複数の環状立ち上がりリブ付き孔7…が分散状態に明けられた孔明き鋼板からなっているので、補強プレート5b,6bの座屈モードが高次になって、薄い鋼板で高い剛性を有し、両側のプレートとそれらの間のブレースとが一体となって局部的に閉断面を形成して面外変形を抑制でき、また、該補強プレート5b,6bがブレースに溶接で取り付けられているが、環状立ち上がりリブ付き孔7…の作用によって溶接歪が分散して補強プレートの面外変形を抑制することができ、補強プレート5b,6bを溶接できれいにブレースに取り付けることができる。   Further, since the reinforcing plates 5b and 6b are made of a perforated steel plate in which a plurality of annular rising rib-attached holes 7 are opened in a dispersed state, the buckling mode of the reinforcing plates 5b and 6b becomes higher, A thin steel plate with high rigidity, the plates on both sides and the braces between them can be integrated to form a closed cross section locally to suppress out-of-plane deformation, and the reinforcing plates 5b and 6b are braces. Although the welding distortion is dispersed by the action of the holes 7 with the annular rising rib, the out-of-plane deformation of the reinforcing plate can be suppressed, and the reinforcing plates 5b and 6b are attached to the brace neatly by welding. be able to.

以上に、本発明の実施形態を示したが、本発明はこれに限られるものではなく、発明思想を逸脱しない範囲で各種の変更が可能である。例えば、上記の実施形態では、エネルギー吸収手段として粘弾性体9,9を用いた場合を示したが、その他の各種エネルギー吸収手段が用いられてもよい。また、制震構造を構成する部材、部品の材質に制限はないし、剛接合状態は各種方法で形成されたものであってよい。   Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. For example, in the above-described embodiment, the case where the viscoelastic bodies 9 and 9 are used as the energy absorbing means is shown, but various other energy absorbing means may be used. Moreover, there is no restriction | limiting in the material of the member which comprises a damping structure, and components, The rigid joining state may be formed by various methods.

また、上記の実施形態では、制震パネル1を用いた場合を示したが、非パネル式の制震構造として構成されていてもよく、非パネル式の制震構造に構成する場合は、側枠4,4に代えて柱が用いられてもよい。   Moreover, although the case where the damping panel 1 was used was shown in said embodiment, it may be comprised as a non-panel type damping structure, and when comprised in a non-panel type damping structure, the side A column may be used in place of the frames 4 and 4.

更に、上記の実施形態では階上側2と階下側3との間に1フロアー分の間隔寸法が明けられ、制震パネル1が1フロアー分程度の高さ寸法を備えている場合を示したが、制震パネル1は1フロアーの高さ寸法よりも小さい高さ寸法を備えたものであってもよいし、階上側と階下側は、1フロアー分程度の高さ間隔をおいて備えられたものであってもよいし、1フロアーの半分程度の高さ間隔をおいて備えられたものであってもよい。   Furthermore, in the above embodiment, the space dimension for one floor is opened between the upper floor 2 and the lower floor 3, and the vibration control panel 1 has a height dimension of about one floor. The vibration control panel 1 may have a height dimension smaller than the height dimension of one floor, and the upper floor and the lower floor are provided with a height interval of about one floor. It may be a thing provided at intervals of about half the height of one floor.

また、上記の実施形態では、補強プレート5b,6bが上下の剛体5,6の制震デバイス8側の半部のみに設けられている場合を示したが、両ブレース5a,5a間、6a,6a間の上下方向の全部に設けられていてもよいし、他の態様で上下方向の一部に設けられていてもよい。   Further, in the above embodiment, the case where the reinforcing plates 5b and 6b are provided only in the half of the upper and lower rigid bodies 5 and 6 on the vibration control device 8 side is shown, but between the both braces 5a and 5a, 6a, It may be provided in all of the up-down direction between 6a, and may be provided in a part of up-down direction in another aspect.

また、上記の実施形態では、左右の側枠が階上側と階下側に剛接合状態に接合されると共に、上下の剛体が各側枠に剛接合状態に接合されている場合を示したが、第6発明及び第8発明では、それに限らず、階上側と階下側との水平方向の相対変位を上下の剛体の水平方向の相対変位として伝えることができるような構造になっていればよく、剛接合状態かピン接合状態か、あるいは、それらの中間の接合状態かは問わないし、また、上下の剛体の接続先は側枠や柱に限らず、例えば梁を接合先とするものであってもよい。   In the above embodiment, the left and right side frames are joined to the upper floor and the lower floor in a rigidly joined state, and the upper and lower rigid bodies are joined to each side frame in a rigidly joined state. In the sixth invention and the eighth invention, not limited to this, it is only necessary to have a structure capable of transmitting the horizontal relative displacement between the upper floor and the lower floor as the horizontal relative displacement of the upper and lower rigid bodies, It does not matter whether it is in a rigid connection state, a pin connection state, or an intermediate connection state between them, and the connection destination of the upper and lower rigid bodies is not limited to a side frame or a column, for example, a beam is the connection destination. Also good.

実施形態の制震構造及び制震パネルを示す全体正面図である。It is the whole front view which shows the damping structure and damping panel of embodiment. 図(イ)は同制震パネルの制震デバイス部分を拡大して示す正面図、図(ロ)は同部分の側面図である。Fig. (A) is an enlarged front view showing a vibration control device portion of the vibration control panel, and Fig. (B) is a side view of the same portion. 図(イ)及び図(ロ)は制震デバイスの作動状態を示す正面図である。Drawing (a) and figure (b) are front views showing the operating state of a vibration control device.

符号の説明Explanation of symbols

1…制震パネル
2…階上側
3…階下側
4…側枠
5…上剛体
5a…ブレース
5b…補強プレート
6…下剛体
6a…ブレース
6b…補強プレート
7…孔
8…制震デバイス(エネルギー吸収手段)
9…粘弾性体
DESCRIPTION OF SYMBOLS 1 ... Damping panel 2 ... Upper floor 3 ... Downstairs 4 ... Side frame 5 ... Upper rigid body 5a ... Brace 5b ... Reinforcement plate 6 ... Lower rigid body 6a ... Brace 6b ... Reinforcement plate 7 ... Hole 8 ... Damping device (energy absorption) means)
9 ... Viscoelastic body

Claims (7)

上下の端部が階上側と階下側に剛接合状態に接合された左右の柱又は左右の側枠間に、圧縮と引張りに耐える2本のブレースで構成されたV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースで構成された逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が各柱又は各側枠の上端側に剛接合状態に接合されると共に、下剛体の各ブレースの下端部が各柱又は各側枠の下端側に剛接合状態に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされており、
前記上剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで上剛体の剛性を高める補強プレートが設けられると共に、前記下剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで下剛体の剛性を高める補強プレートが設けられ、
各補強プレートは、複数の孔が分散状態に明けられた孔明き鋼板からなっていることを特徴とする制震構造。
A V-shaped upper rigid body composed of two braces that withstand compression and tension between the left and right columns or the left and right side frames whose upper and lower ends are joined to the upper floor and the lower floor in a rigidly joined state. An inverted V-shaped lower rigid body composed of two braces that withstand compression and tension is arranged in an X shape,
The upper end of each brace of the upper rigid body is rigidly joined to the upper end of each column or each side frame, and the lower end of each brace of the lower rigid body is rigidly joined to the lower end of each column or each side frame. Joined to
Energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means attenuates the horizontal relative displacement operation of the upper and lower rigid bodies ,
A reinforcing plate for increasing the rigidity of the upper rigid body by connecting these braces to all or a part of the upper rigid body between both braces is provided, and on all or a part of the upper rigid body between the braces of the lower rigid body. Reinforcing plate that increases the rigidity of the lower rigid body by connecting these braces is provided,
Each reinforcing plate is made of a perforated steel plate with a plurality of holes in a dispersed state .
上下の端部が階上側と階下側に剛接合状態に接合された左右の柱又は左右の側枠間に、圧縮と引張りに耐える2本のブレースで構成されたV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースで構成された逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が各柱又は各側枠の上端側に剛接合状態に接合されると共に、下剛体の各ブレースの下端部が各柱又は各側枠の下端側に剛接合状態に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされており、
前記上剛体の両ブレース間の下半部のみにこれらブレースをつないで上剛体の剛性を高める補強プレートが固着状態に設けられると共に、前記下剛体の両ブレース間の上半部のみにこれらブレースをつないで下剛体の剛性を高める補強プレートが固着状態に設けられ、
各補強プレートは、複数の孔が分散状態に明けられた孔明き鋼板からなっていることを特徴とする制震構造。
A V-shaped upper rigid body composed of two braces that withstand compression and tension between the left and right columns or the left and right side frames whose upper and lower ends are joined to the upper floor and the lower floor in a rigidly joined state. An inverted V-shaped lower rigid body composed of two braces that withstand compression and tension is arranged in an X shape,
The upper end of each brace of the upper rigid body is rigidly joined to the upper end of each column or each side frame, and the lower end of each brace of the lower rigid body is rigidly joined to the lower end of each column or each side frame. Joined to
Energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means attenuates the horizontal relative displacement operation of the upper and lower rigid bodies ,
A reinforcing plate that increases the rigidity of the upper rigid body by connecting these braces only to the lower half part between both braces of the upper rigid body is provided in a fixed state, and these braces are only attached to the upper half part between the braces of the lower rigid body. Reinforcing plate to increase the rigidity of the lower rigid body is provided in the fixed state,
Each reinforcing plate is made of a perforated steel plate with a plurality of holes in a dispersed state .
圧縮と引張りに耐える2本のブレースで構成されたV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースで構成された逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が階上側に接合されると共に、下剛体の各ブレースの下端部が階下側に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされており、
前記上剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで上剛体の剛性を高める補強プレートが設けられると共に、前記下剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで下剛体の剛性を高める補強プレートが設けられ、
各補強プレートは、複数の孔が分散状態に明けられた孔明き鋼板からなっていることを特徴とする制震構造。
A V-shaped upper rigid body composed of two braces that can withstand compression and tension, and an inverted V-shaped lower rigid body composed of two braces that can also withstand compression and tension are arranged in an X shape.
While the upper end of each brace of the upper rigid body is joined to the upper floor, the lower end of each brace of the lower rigid body is joined to the lower floor,
Energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means attenuates the horizontal relative displacement operation of the upper and lower rigid bodies ,
A reinforcing plate for increasing the rigidity of the upper rigid body by connecting these braces to all or a part of the upper rigid body between both braces is provided, and on all or a part of the upper rigid body between the braces of the lower rigid body. Reinforcing plate that increases the rigidity of the lower rigid body by connecting these braces is provided,
Each reinforcing plate is made of a perforated steel plate with a plurality of holes in a dispersed state .
前記補強プレートがブレースに溶接で取り付けられている請求項1乃至3のいずれか一に記載の制震構造。 The vibration control structure according to any one of claims 1 to 3, wherein the reinforcing plate is attached to the brace by welding. 上下の端部が階上側と階下側に剛接合状態に接合される左右の側枠間に、圧縮と引張りに耐える2本のブレースからなるV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースからなる逆V形の下剛体とがX状に配置され、
上剛体の各ブレースの上端部が各側枠の上端側に剛接合状態に接合されると共に、下剛体の各ブレースの下端部が各側枠の下端側に剛接合状態に接合され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされており、
前記上剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで上剛体の剛性を高める補強プレートが設けられると共に、前記下剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで下剛体の剛性を高める補強プレートが設けられ、
各補強プレートは、複数の孔が分散状態に明けられた孔明き鋼板からなっていることを特徴とする制震パネル。
Between the left and right side frames whose upper and lower ends are rigidly joined to the upper floor and the lower floor, a V-shaped upper rigid body composed of two braces that withstand compression and tension, and also withstands compression and tension. An inverted V-shaped lower rigid body consisting of braces is arranged in an X shape,
The upper end of each brace of the upper rigid body is joined in a rigidly joined state to the upper end side of each side frame, and the lower end of each brace of the lower rigid body is joined in a rigidly joined state to the lower end side of each side frame,
Energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means attenuates the horizontal relative displacement operation of the upper and lower rigid bodies ,
A reinforcing plate for increasing the rigidity of the upper rigid body by connecting these braces to all or a part of the upper rigid body between both braces is provided, and on all or a part of the upper rigid body between the braces of the lower rigid body. Reinforcing plate that increases the rigidity of the lower rigid body by connecting these braces is provided,
Each reinforcing plate is made of a perforated steel plate having a plurality of holes in a dispersed state .
圧縮と引張りに耐える2本のブレースからなり、上端部が階上側に接合されるV形の上剛体と、同じく圧縮と引張りに耐える2本のブレースからなり、下端部が階下側に接合される逆V形の下剛体とがX状に配置され、
これら上下の剛体間にエネルギー吸収手段が備えられ、該エネルギー吸収手段で上下の剛体の水平方向の相対変位動作を減衰するようになされており、
前記上剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで上剛体の剛性を高める補強プレートが設けられると共に、前記下剛体の両ブレース間の上下方向の全部又は一部にこれらブレースをつないで下剛体の剛性を高める補強プレートが設けられ、
各補強プレートは、複数の孔が分散状態に明けられた孔明き鋼板からなっていることを特徴とする制震パネル。
It consists of two braces that can withstand compression and tension, and has a V-shaped upper rigid body whose upper end is joined to the upper floor, and two braces that are also resistant to compression and tension, and its lower end is joined to the lower floor. An inverted V-shaped lower rigid body is arranged in an X shape,
Energy absorbing means is provided between the upper and lower rigid bodies, and the energy absorbing means attenuates the horizontal relative displacement operation of the upper and lower rigid bodies ,
A reinforcing plate for increasing the rigidity of the upper rigid body by connecting these braces to all or a part of the upper rigid body between both braces is provided, and on all or a part of the upper rigid body between the braces of the lower rigid body. Reinforcing plate that increases the rigidity of the lower rigid body by connecting these braces is provided,
Each reinforcing plate is made of a perforated steel plate having a plurality of holes in a dispersed state .
前記補強プレートがブレースに溶接で取り付けられている請求項5又は6に記載の制震パネル。 The vibration control panel according to claim 5 or 6 , wherein the reinforcing plate is attached to the brace by welding.
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