JP2001003455A - Building - Google Patents

Building

Info

Publication number
JP2001003455A
JP2001003455A JP11151641A JP15164199A JP2001003455A JP 2001003455 A JP2001003455 A JP 2001003455A JP 11151641 A JP11151641 A JP 11151641A JP 15164199 A JP15164199 A JP 15164199A JP 2001003455 A JP2001003455 A JP 2001003455A
Authority
JP
Japan
Prior art keywords
building
wall panel
vibration
steel frame
panel
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.)
Granted
Application number
JP11151641A
Other languages
Japanese (ja)
Other versions
JP4176917B2 (en
Inventor
Atsushi Takeuchi
淳 竹内
Kazuki Futagawa
和貴 二川
Chikao Terajima
近雄 寺島
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP15164199A priority Critical patent/JP4176917B2/en
Publication of JP2001003455A publication Critical patent/JP2001003455A/en
Application granted granted Critical
Publication of JP4176917B2 publication Critical patent/JP4176917B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To damp the vibration of a building by the structure of a building structural body itself without incorporating any special passive vibration control device and mechanical vibration control device. SOLUTION: In a building where an outer wall panel 30 is installed on a building steel frame 20 the outer wall panel 30 has a weight forming an absorber, and installed on the building steel frame 20 so that, in the state that the upper and lower parts of the panel are held movably, the panel vibrates in response to the natural frequency of the vibration of the building. Thus, the vibration of the building caused by the elastic deformation of the building steel frame 20 accompanied by the displacement of the outer wall panel 30 can be damped.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地震に対する制振
構造を備えた建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building provided with a vibration control structure against an earthquake.

【0002】[0002]

【従来の技術】高層建築物などでは、地震による揺れを
低減するために、従来より、建築物駆体内に、建築物と
同様の振動特性を持つ錘を配して振動を吸収させる受動
的な制振装置や、機械的に振動を制御する積極的な制振
装置を組み込むことが行われている。戸建て住宅用のユ
ニット式建物では、外壁パネルによって外壁を構成され
るようになっており、外壁パネルは、外壁パネル固定用
小柱(スタッド)との間に防水性を有するポリエチレン
発泡体を挟んで外壁パネル固定用小柱に固定されてい
る。
2. Description of the Related Art In a high-rise building or the like, in order to reduce the shaking caused by an earthquake, a passive weight for absorbing vibration by arranging a weight having a vibration characteristic similar to that of the building in a building body has conventionally been used. Incorporation of a vibration damping device or an active vibration damping device that mechanically controls vibration has been performed. In a unit-type building for a detached house, an outer wall is constituted by an outer wall panel, and the outer wall panel is sandwiched between a waterproof foam polyethylene stud and a small pillar (stud) for fixing the outer wall panel. It is fixed to a small pillar for fixing the outer wall panel.

【0003】[0003]

【発明が解決しようとする課題】建築物駆体内に、受動
的制振装置や、機械的制振装置を組み込むことは、大規
模な高層建築物等に適用できても、建物構造体として必
要なもの以外の装置が必要であることから、設置スペー
ス、コスト等の観点から、中〜小規模の中〜低層建築
物、特に戸建て住宅用のユニット式建物等には適用しに
くいことがある。
SUMMARY OF THE INVENTION Incorporating a passive vibration damping device or a mechanical vibration damping device into a building body is necessary as a building structure even if it can be applied to a large-scale high-rise building or the like. Since a device other than a simple one is required, it may be difficult to apply to a medium- to small-scale medium to low-rise building, particularly a unit-type building for a detached house, from the viewpoint of installation space and cost.

【0004】ポリエチレン発泡体は弾性変形により制振
性を有しているが、従来の建物では、ポリエチレン発泡
体の外壁パネルに対する接合面には摩擦抵抗が非常に低
いポリエチレンフィルムが貼り合わされているため、地
震時に、外壁パネルと外壁パネル固定用小柱との間に相
対変位が生じても、外壁パネルはポリエチレン発泡体表
面のポリエチレンフィルムに対して滑り、ポリエチレン
発泡体に振動エネルギーが伝達されないため、ポリエチ
レン発泡体は防水効果のみ発揮し、制振効果を奏さな
い。
[0004] Polyethylene foam has a vibration damping property due to elastic deformation. However, in a conventional building, a polyethylene film having a very low frictional resistance is bonded to a joint surface of the polyethylene foam to an outer wall panel. Even when a relative displacement occurs between the outer wall panel and the small pillar for fixing the outer wall panel during an earthquake, the outer wall panel slides against the polyethylene film on the polyethylene foam surface, and vibration energy is not transmitted to the polyethylene foam. Polyethylene foam exhibits only a waterproof effect and does not exhibit a vibration damping effect.

【0005】そこで、本発明は、上記のような問題に着
目し、特別な受動的制振装置や機械的制振装置を組み込
むことなく、建物構造体自体の構造で建物振動を減衰す
ることができ、また、外壁パネルと外壁パネル固定用小
柱との間に挟まれる防水材によって制振効果を得ること
ができる建物を提供することを目的としている。
In view of the above, the present invention focuses on the above-described problems, and it is possible to attenuate the building vibration with the structure of the building structure itself without incorporating a special passive vibration damping device or a mechanical vibration damping device. It is another object of the present invention to provide a building in which a damping effect can be obtained by a waterproof material sandwiched between an outer wall panel and a small pillar for fixing the outer wall panel.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の発明では、内壁、天井または床を構
成しているパネル同士の継ぎ目を覆い隠す化粧材が室内
の入隅部に沿って設けられている建物において、前記化
粧材が制振性を発揮する接着剤により前記パネルに固定
されている構造とした。
In order to achieve the above object, according to the first aspect of the present invention, a decorative material for covering a joint between panels constituting an inner wall, a ceiling or a floor is provided at a corner in a room. In the building provided along, the decorative material is fixed to the panel with an adhesive exhibiting vibration damping properties.

【0007】この構成によれば、化粧材が制振性を発揮
する接着剤によりパネルに固定されていることで、化粧
材のパネルに対する固定強度が高くなり、パネル同士が
化粧材で連結されることによって、外力による内壁、天
井または床の変形に対する剛性を高めて建物全体の揺れ
を抑制することができ、しかも化粧材のパネルの固定部
に存在する接着材層による防振ゴム的に作用によって振
動を減衰する制振(防振)効果を得ることができる。
[0007] According to this configuration, since the decorative material is fixed to the panel with an adhesive exhibiting vibration damping properties, the fixing strength of the decorative material to the panel is increased, and the panels are connected by the decorative material. This makes it possible to increase the rigidity against deformation of the inner wall, ceiling or floor due to external force and suppress the shaking of the entire building, and furthermore, it acts as an anti-vibration rubber due to the adhesive layer existing at the fixed part of the decorative panel. It is possible to obtain a vibration damping (vibration prevention) effect of damping vibration.

【0008】請求項2記載の発明では、躯体鉄骨フレー
ムに外壁パネルが取付けられた鉄骨ラーメン構造の建物
において、前記外壁パネルが、アブソーバ重りをなす重
量を有し、上部あるいは下部を可動な状態で、建物の振
動の固有周期に呼応して振動するよう、前記躯体鉄骨フ
レームに取り付けられ、前記外壁パネルの変位に伴う前
記躯体鉄骨フレームの弾性変形により建物振動を減衰す
る構成とした。
According to the second aspect of the present invention, in a building having a steel frame structure in which an outer wall panel is attached to a skeleton steel frame, the outer wall panel has a weight corresponding to an absorber weight, and the upper or lower part is movable. The frame is attached to the steel frame so as to vibrate in accordance with the natural period of the vibration of the building, and the vibration of the building is attenuated by elastic deformation of the steel frame with the displacement of the outer wall panel.

【0009】この構成によれば、外壁パネルをアブソー
バ重り、躯体鉄骨フレームをばねとした制振装置が構成
され、建物の振動によって外壁パネルが変位すると、こ
れを支持する躯体鉄骨フレームが弾性変形し、この弾性
変形によって振動エネルギの吸収が行われ、建物の振動
を減衰させることができる。請求項3記載の発明では、
躯体鉄骨フレームに壁パネルが取付けられた建物におい
て、前記壁パネルが前記躯体鉄骨フレームに対して変位
可能に取り付けられ、前記壁パネルと前記躯体鉄骨フレ
ームとの間に振動吸収部材が介装されている構成とし
た。
According to this configuration, a vibration damping device is constructed in which the outer wall panel is weighted by the absorber and the frame steel frame is a spring. When the outer wall panel is displaced by the vibration of the building, the frame steel frame supporting the frame is elastically deformed. By this elastic deformation, vibration energy is absorbed, and the vibration of the building can be attenuated. In the invention according to claim 3,
In a building in which a wall panel is attached to a skeleton steel frame, the wall panel is displaceably attached to the skeleton steel frame, and a vibration absorbing member is interposed between the wall panel and the skeleton steel frame. Configuration.

【0010】この構成によれば、建物の振動によって壁
パネルが躯体鉄骨フレームに対して変位すると、振動吸
収部材が、その変位を減衰し、建物の揺れを低減する。
請求項4記載の発明では、前記振動吸収部材が硬化後に
弾性性状を示す接着剤により構成されているものとし
た。この構成によれば、建物の振動によって壁パネルが
躯体鉄骨フレームに対して変位すると、振動吸収部材を
なす接着剤の弾性変形(内部摩擦)により、その変位が
減衰され、建物の揺れが低減する。
According to this configuration, when the wall panel is displaced with respect to the skeleton steel frame due to the vibration of the building, the vibration absorbing member attenuates the displacement and reduces the shaking of the building.
According to the fourth aspect of the invention, the vibration absorbing member is made of an adhesive exhibiting an elastic property after curing. According to this configuration, when the wall panel is displaced with respect to the skeleton steel frame due to the vibration of the building, the displacement is attenuated by the elastic deformation (internal friction) of the adhesive forming the vibration absorbing member, and the shaking of the building is reduced. .

【0011】請求項5記載の発明では、前記振動吸収部
材が弾性性状を示す粘着テープである構成とした。この
構成によれば、建物の振動によって壁パネルが躯体鉄骨
フレームに対して変位すると、振動吸収部材をなす粘着
テープの弾性変形(内部摩擦)により、その変位が減衰
され、建物の揺れが低減する。
According to a fifth aspect of the present invention, the vibration absorbing member is an adhesive tape having elasticity. According to this configuration, when the wall panel is displaced with respect to the skeleton steel frame due to the vibration of the building, the displacement is attenuated by the elastic deformation (internal friction) of the adhesive tape forming the vibration absorbing member, and the shaking of the building is reduced. .

【0012】請求項6記載の発明では、前記壁パネルが
アブソーバ重りをなす重量を有し、建物の振動の固有周
期に呼応して振動するよう、前記躯体鉄骨フレームに取
り付けられている構成とした。この構成では、壁パネル
が建物の振動の固有周期に呼応して振動し、その振動が
振動吸収部材によって減衰され、建物の揺れが低減す
る。
In the invention according to claim 6, the wall panel has a weight corresponding to an absorber weight, and is attached to the frame steel frame so as to vibrate in accordance with the natural period of the vibration of the building. . In this configuration, the wall panel vibrates in response to the natural period of the vibration of the building, and the vibration is attenuated by the vibration absorbing member, and the shaking of the building is reduced.

【0013】請求項7記載の建物は、外壁パネルを有す
る建物において、前記外壁パネルと当該外壁パネルの固
定用の柱との間に防水性を有する制振材製のテープが挟
まれ、前記テープは、一方の面にて前記柱に粘着あるい
は接着され、他方の面にて前記外壁パネルの裏面に粘着
あるいは接着あるいは高摩擦抵抗状態で圧接している構
造とした。この構成では、地震時に、外壁パネルと外壁
パネル固定用の柱との間に相対変位が生じると、テープ
に振動エネルギーが伝達され、テープが制振効果を発揮
する。
The building according to claim 7, wherein in the building having an outer wall panel, a tape made of a damping material having waterproof property is sandwiched between the outer wall panel and a pillar for fixing the outer wall panel, and the tape is provided. Has a structure in which one surface is adhered or adhered to the column and the other surface is adhered or adhered to the back surface of the outer wall panel in a state of high frictional resistance. With this configuration, when a relative displacement occurs between the outer wall panel and the column for fixing the outer wall panel during an earthquake, vibration energy is transmitted to the tape, and the tape exerts a vibration damping effect.

【0014】[0014]

【発明の実施の形態】以下、図1〜図14に基づき、実
施の形態の建物について詳述する。図1は建物の室内部
にある内壁パネル5と天井パネル6間の連結構造を示す
断面図で、図中、7は廻り縁である。廻り縁7は、内壁
パネル5と天井パネル6とで形成される入隅に沿って、
そのほぼ全長に亘って設けられており、内壁パネル5、
天井パネル6に対する接合面の全体に塗布された制振性
を発揮する高接着力の接着剤72により、内壁パネル5
と天井パネル6間の継ぎ目を覆い隠すようにして、内壁
パネル5と天井パネル6に接着固定されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A building according to an embodiment will be described below in detail with reference to FIGS. FIG. 1 is a cross-sectional view showing a connection structure between an inner wall panel 5 and a ceiling panel 6 in a room interior of a building, in which 7 is a peripheral edge. The surrounding edge 7 extends along the corner formed by the inner wall panel 5 and the ceiling panel 6,
The inner wall panel 5,
The inner wall panel 5 is formed by the high-adhesive adhesive 72 exerting vibration damping properties applied to the entire joint surface to the ceiling panel 6.
It is bonded and fixed to the inner wall panel 5 and the ceiling panel 6 so as to cover the joint between the ceiling panel 6 and the inner panel.

【0015】これにより、内壁パネル5と天井パネル6
との連結強度が増し、外力による変形に対する剛性を高
められ、建物全体の揺れが抑制される。また、中小規模
の地震や交通振動や風程度の外力では、内壁パネル5と
天井パネル6との間に隙間やずれが生じることもなくな
るので、その表面に貼設された内装仕上げ材に亀裂が生
じたりすることもなくなる。
Thus, the inner wall panel 5 and the ceiling panel 6
And the rigidity against deformation due to external force is increased, and the shaking of the whole building is suppressed. In addition, a small or medium-sized earthquake, traffic vibration, or external force such as wind does not cause a gap or a gap between the inner wall panel 5 and the ceiling panel 6, so that the interior finishing material attached to the surface has cracks. No more.

【0016】しかも、接着剤72は、防振ゴム的な作用
による制振効果を奏し、内壁パネル5と天井パネル6と
の間で変位が生じても、これを緩衝し、振動を低減す
る。また、接着剤72の使用だけであるから、材積や施
工性への影響に比して大きい効果を得ることができ、安
価な工法であると共に、固定強化は内装に対するもの
で、建物躯体とはつなぎ目部分によるものであり、建物
の構造に対する影響も抑えることができる。
Moreover, the adhesive 72 has a vibration-damping effect due to the function of a vibration-proof rubber, and even if a displacement occurs between the inner wall panel 5 and the ceiling panel 6, the adhesive 72 buffers the displacement and reduces vibration. Further, since only the use of the adhesive 72 is used, a great effect can be obtained as compared with the influence on the volume and workability, and it is an inexpensive construction method. This is due to the joint, and the effect on the structure of the building can be suppressed.

【0017】また、廻り縁7と内壁パネル5、廻り縁7
と天井パネル6とを各々充分に接着することは、その部
分での気密性や遮音性を向上されることについても有効
である。図2は外壁パネルの取付構造を示す斜視図であ
り、図中、20は柱等の躯体鉄骨フレーム、30は外壁
パネルであり、外壁パネル30は躯体鉄骨フレーム20
に取り付けられている。
The surrounding edge 7 and the inner wall panel 5, the surrounding edge 7
Adhering the ceiling panel 6 and the ceiling panel 6 sufficiently is also effective in improving the airtightness and sound insulation at that portion. FIG. 2 is a perspective view showing a mounting structure of the outer wall panel. In the drawing, reference numeral 20 denotes a skeleton steel frame such as a pillar, 30 denotes an outer wall panel, and 30 denotes an outer wall panel.
Attached to.

【0018】外壁パネル30は、アブソーバ重りをなす
適当な重量を有し、上部あるいは下部を完全拘束しない
可動な状態で、建物の振動の固有周期に呼応して振動す
るよう、躯体鉄骨フレーム20に取り付けられており、
外壁パネル30の変位に伴う躯体鉄骨フレーム20の弾
性変形により建物振動を減衰するよう構成されている。
The outer wall panel 30 has an appropriate weight corresponding to the weight of the absorber, and is attached to the structural steel frame 20 so as to vibrate in accordance with the natural period of the vibration of the building in a movable state in which the upper or lower part is not completely restrained. Is attached,
The vibration of the building is attenuated by the elastic deformation of the frame steel frame 20 accompanying the displacement of the outer wall panel 30.

【0019】これにより、外壁パネル30をアブソーバ
重り、躯体鉄骨フレーム20をばねとした制振装置が構
成され、建物の振動の固有周期に呼応して外壁パネル3
0が変位する。そして、建物が大きく振動すると、これ
に伴い外壁パネル30も大きく変位し、これを支持する
躯体鉄骨フレーム20が弾性変形し、この弾性変形によ
って振動エネルギの吸収が行われ、別途の制振装置を必
要することなく建物の振動が減衰する。
Thus, a vibration damping device having the outer wall panel 30 as an absorber weight and the frame steel frame 20 as a spring is constituted, and the outer wall panel 3 is adapted to the natural period of the vibration of the building.
0 is displaced. When the building vibrates greatly, the outer wall panel 30 is greatly displaced accordingly, and the frame steel frame 20 supporting the outer wall panel 30 is elastically deformed, whereby the vibration energy is absorbed by the elastic deformation, and a separate vibration damping device is used. Building vibration is damped without need.

【0020】図3〜図5はこの発明による建物の他の実
施の形態を示している。この建物の躯体鉄骨フレーム1
00は、梁101及び柱102からなるラーメン構造を
なしており、風その他の外力に対して変形することで柔
軟に対応する建物躯体(構造体)をなしている。外壁パ
ネル110は、ボルト・リベットなどのファスナ120
によって、完全拘束しない態様で、躯体鉄骨フレーム1
00に変位可能に取り付けられている。外壁パネル11
0は、アブソーバ重りをなす重量を有し、建物の振動の
固有周期に呼応して躯体鉄骨フレーム100に対して相
対的に振動する。なお、外壁パネル110は、別途工場
などで製造され、現場で躯体鉄骨フレーム100は取り
付けられるパネルである。
3 to 5 show another embodiment of the building according to the present invention. Structural steel frame 1 of this building
Reference numeral 00 denotes a rigid frame structure composed of beams 101 and columns 102, and forms a building frame (structure) that flexibly responds by being deformed by wind and other external forces. The outer wall panel 110 includes fasteners 120 such as bolts and rivets.
Frame frame 1 in a manner not completely restrained
00 is displaceably mounted. Exterior wall panel 11
Numeral 0 has a weight corresponding to the absorber weight, and vibrates relative to the skeleton steel frame 100 in response to the natural period of the vibration of the building. The outer wall panel 110 is manufactured separately in a factory or the like, and is a panel to which the frame steel frame 100 is attached on site.

【0021】躯体鉄骨フレーム100と外壁110との
間には、目地材130が配置されており、目地材130
の配置により躯体鉄骨フレーム100と外壁110との
間にできる溝部に、硬化後に弾性性状を示す接着剤14
0が流し込まれる。接着剤140は、硬化により躯体鉄
骨フレーム100と外壁110の双方に十分に付着し、
躯体鉄骨フレーム100と外壁110との間の振動吸収
部材として機能する。
A joint material 130 is disposed between the frame steel frame 100 and the outer wall 110.
The adhesive 14 showing elasticity after hardening is formed in a groove formed between the skeleton steel frame 100 and the outer wall 110 by the arrangement of
0 is poured. The adhesive 140 sufficiently adheres to both the skeleton steel frame 100 and the outer wall 110 by curing,
It functions as a vibration absorbing member between the skeleton steel frame 100 and the outer wall 110.

【0022】上述の構成によれば、外力によって躯体鉄
骨フレーム100が加振されると、振動エネルギが外壁
パネル110に移行して共振し、接着剤140の弾性変
形による内部摩擦により吸収、消散され、建物自体の振
動が低減する。なお、接着剤140は、加振力が小さい
場合には、変形に対する抵抗力により建物の剛性を高
め、建物の高剛性化による揺れ低減効果を生じる。ま
た、大地震などの過大な変位が加わる場合には、破壊し
て構造体への影響(躯体鉄骨フレーム100の変形)を
回避する。
According to the above configuration, when the frame steel frame 100 is vibrated by an external force, the vibration energy is transferred to the outer wall panel 110 and resonates, and is absorbed and dissipated by the internal friction due to the elastic deformation of the adhesive 140. The vibration of the building itself is reduced. When the excitation force is small, the adhesive 140 increases the rigidity of the building by the resistance to the deformation, and produces the effect of reducing the shaking by increasing the rigidity of the building. When an excessive displacement such as a large earthquake is applied, the structure is broken to avoid an influence on the structure (deformation of the steel frame 100).

【0023】接着剤140による振動吸収部材の設置
は、外壁パネル110を通常通り取り付けた後に接着剤
140を流し込む型式とすることができ、施工の簡便化
を図ることができる。躯体鉄骨フレーム100と外壁パ
ネル110との間に配置する振動吸収部材は、上述のよ
うな接着剤140に限られることはなく、図6、図7に
示されいるように、弾性性状を示す粘着テープ150で
構成することもできる。
The installation of the vibration absorbing member by the adhesive 140 can be of a type in which the adhesive 140 is poured after the outer wall panel 110 is attached as usual, and the construction can be simplified. The vibration absorbing member disposed between the skeleton steel frame 100 and the outer wall panel 110 is not limited to the adhesive 140 as described above, and as shown in FIGS. The tape 150 can also be used.

【0024】この場合には、外壁パネル110の取付時
に外壁パネル110あるいは躯体鉄骨フレーム100の
一方の被着面に粘着テープ150を貼り付け、外壁パネ
ル110の躯体鉄骨フレーム100に対する取り付けに
より、躯体鉄骨フレーム100と外壁パネル110との
間に粘着テープ150を挟み込む。これのより、外力に
よって躯体鉄骨フレーム100が加振されると、振動エ
ネルギが外壁パネル110に移行して共振し、粘着テー
プ150の弾性変形による内部摩擦により吸収、消散さ
れ、建物自体の振動が低減する。
In this case, when the outer wall panel 110 is mounted, an adhesive tape 150 is attached to the outer wall panel 110 or one of the surfaces of the skeleton steel frame 100, and the outer wall panel 110 is attached to the skeleton steel frame 100, whereby the skeleton steel frame 100 is attached. An adhesive tape 150 is sandwiched between the frame 100 and the outer wall panel 110. Accordingly, when the frame steel frame 100 is vibrated by an external force, the vibration energy is transferred to the outer wall panel 110 and resonates, and is absorbed and dissipated by the internal friction due to the elastic deformation of the adhesive tape 150, and the vibration of the building itself is reduced. Reduce.

【0025】なお、この場合も、粘着テープ150は、
加振力が小さい場合には、変形に対する抵抗力により建
物の剛性を高め、建物の高剛性化による揺れ低減効果を
生じる。また、大地震などの過大な変位が加わる場合に
は、破壊して構造体への影響を回避する。また、外壁パ
ネル110、躯体鉄骨フレーム100の一方の被着面に
粘着テープ150を貼り付けるだけでよいから、施工の
簡便化を図ることができる。
Also in this case, the adhesive tape 150
When the excitation force is small, the rigidity of the building is increased by the resistance to deformation, and the effect of reducing the shaking by increasing the rigidity of the building is produced. In addition, when an excessive displacement such as a large earthquake is applied, it is broken to avoid an influence on the structure. In addition, since it is only necessary to attach the adhesive tape 150 to one of the attachment surfaces of the outer wall panel 110 and the skeleton steel frame 100, the construction can be simplified.

【0026】図8〜図10はこの発明による建物の他の
実施の形態を示している。この実施の形態は、主に、戸
建て住宅用のユニット建物に適用されるものであり、外
壁パネル160と外壁パネル固定用小柱170との間に
防水性を有する制振材製のテープ180が挟まれてい
る。
8 to 10 show another embodiment of the building according to the present invention. This embodiment is mainly applied to a unit building for a detached house, and a tape 180 made of a vibration damping material having waterproof properties is provided between an outer wall panel 160 and an outer wall panel fixing small pillar 170. It is sandwiched.

【0027】テープ180は、ポリエチレン発泡体、ア
ルリルゴム、その他、ゴム弾性体により構成された基材
181と、基材181の一方の面に形成された外壁パネ
ル固定用小柱170に対する粘着層182と、基材18
1の他方の面、すなわち外壁パネル160との対向面に
形成された防水層を兼ねた粘着層183とを有する防水
性の両面粘着テープ状をなしている。
The tape 180 includes a base material 181 made of a polyethylene foam, an allyl rubber, or another rubber elastic material, and an adhesive layer 182 formed on one surface of the base material 181 with the outer wall panel fixing small pillar 170. , Substrate 18
1, that is, a waterproof double-sided adhesive tape having an adhesive layer 183 also serving as a waterproof layer formed on the surface facing the outer wall panel 160.

【0028】テープ180は、一方の粘着層182によ
って外壁パネル固定用小柱170の外壁パネル側の表面
に貼着され、他方の粘着層183に外壁パネル160を
貼り付けられている。外壁パネル160がリベット(図
示省略)等によって外壁パネル固定用小柱170に固定
されることにより、テープ180は外壁パネル固定用小
柱170と外壁パネル160の双方に貼着固定された状
態で、外壁パネル固定用小柱170と外壁パネル160
との間に挟まれる。
The tape 180 is attached to the outer wall panel side surface of the outer wall panel fixing small pillar 170 by one adhesive layer 182, and the outer wall panel 160 is attached to the other adhesive layer 183. When the outer wall panel 160 is fixed to the outer wall panel fixing pillars 170 by rivets (not shown) or the like, the tape 180 is stuck and fixed to both the outer wall panel fixing pillars 170 and the outer wall panel 160. Outer wall panel fixing small pillar 170 and outer wall panel 160
Sandwiched between

【0029】この構成により、地震時に、図9に例示さ
れているように、外壁パネル160と外壁パネル固定用
小柱170との間に相対変位が生じると、テープ180
に振動エネルギーが伝達され、テープ180の基材18
1が弾性変形し、制振効果を発揮する。これにより、外
壁パネル160と外壁パネル固定用小柱170との間に
挟まれる防水性のテープ180によって制振効果を得る
ことができ、地震時の建物の層間変位量が低減する。
With this configuration, when a relative displacement occurs between the outer wall panel 160 and the outer wall panel fixing small pillar 170 as shown in FIG.
Vibration energy is transmitted to the base material 18 of the tape 180.
1 elastically deforms and exerts a vibration damping effect. Thereby, the vibration damping effect can be obtained by the waterproof tape 180 sandwiched between the outer wall panel 160 and the outer wall panel fixing small pillar 170, and the interlayer displacement amount of the building during an earthquake is reduced.

【0030】外壁パネル160とテープ180との間の
振動エネルギーの伝達は粘着層183による両者の貼着
固定以外に、テープ180の基材181の外壁パネル1
60の側の面を粗面加工あるいは高摩擦抵抗材の塗布、
高摩擦抵抗材シールの貼り付け等により、高摩擦抵抗面
とし、摩擦抵抗によって外壁パネル160とテープ18
0との間の振動エネルギーの伝達が行われるようにする
こともできる。
The transmission of the vibration energy between the outer wall panel 160 and the tape 180 is performed by the adhesive layer 183 other than sticking and fixing the two together.
Roughening the surface on the side of 60 or applying a high friction resistance material,
The surface of the outer wall panel 160 and the tape 18 are formed with a high friction resistance surface by sticking a high friction resistance material seal or the like.
Transmission of vibration energy between zero and zero can also be performed.

【0031】以上、本発明の実施の形態を図面に用いて
詳述してきたが、具体的な構成はこの実施の形態に限ら
れるものではなく、本発明の要旨を逸脱しない範囲にお
ける設計の変更等があっても本発明に含まれる。また、
非免震の実施の形態を示したが、免震建物にしてもよ
い。その場合には、風揺れ防止のための免震ロック時
(非免震状態)の振動防止の効果がある。また、幅木の
取付も制振性を発揮する接着剤により行うことができ、
廻り縁や幅木等の化粧材の固定に使用される接着剤の種
類も特定されるものでない。
The embodiment of the present invention has been described in detail with reference to the drawings. However, the specific configuration is not limited to this embodiment, and the design may be changed without departing from the gist of the present invention. The present invention is also included in the present invention. Also,
Although the embodiment of non-seismic isolation has been described, a seismic isolation building may be used. In this case, there is an effect of preventing vibration at the time of seismic isolation lock for preventing wind sway (non-seismic isolation state). Also, the baseboard can be attached with an adhesive that exhibits vibration damping properties,
The type of adhesive used for fixing a decorative material such as a surrounding edge or a baseboard is not specified.

【0032】[0032]

【発明の効果】以上説明したように、本発明の建物にあ
っては、外壁パネル、躯体鉄骨フレーム等の建物構造体
自体の構造で、別途に制振装置を設けることなく、非常
に容易に、しかも安価に建物振動を減衰することがで
き、設置スペース、コスト等の観点から、中〜小規模の
中〜低層建築物等には適用にも容易に適用できる。ま
た、外壁パネルと外壁パネル固定の小柱との間に挟まれ
る防水性のテープによって制振効果を得ることができ、
地震時の建物の層間変位量を低減することができる。
As described above, in the building according to the present invention, the structure of the building structure itself such as the outer wall panel and the skeleton frame is very easy to use without any additional vibration damping device. In addition, the vibration of the building can be attenuated at low cost, and it can be easily applied to medium to small-scale medium to low-rise buildings from the viewpoint of installation space and cost. Also, a vibration damping effect can be obtained by a waterproof tape sandwiched between the outer wall panel and the small pillar fixed to the outer wall panel,
The amount of interlayer displacement of a building during an earthquake can be reduced.

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

【図1】この発明による建物の廻り縁の取付構造を示す
斜視図である。
FIG. 1 is a perspective view showing a mounting structure for a peripheral edge of a building according to the present invention.

【図2】この発明による建物の外壁パネルの取付構造を
示す正面図である。
FIG. 2 is a front view showing a mounting structure of an outer wall panel of a building according to the present invention.

【図3】この発明による建物の他の実施の形態を示す斜
視図である。
FIG. 3 is a perspective view showing another embodiment of the building according to the present invention.

【図4】この発明による建物の他の実施の形態を示す水
平方向断面図である。
FIG. 4 is a horizontal sectional view showing another embodiment of the building according to the present invention.

【図5】この発明による建物の他の実施の形態を示す鉛
直方向断面図である。
FIG. 5 is a vertical sectional view showing another embodiment of the building according to the present invention.

【図6】この発明による建物の他の実施の形態の変形例
を示す鉛直方向断面図である。
FIG. 6 is a vertical sectional view showing a modification of the other embodiment of the building according to the present invention.

【図7】この発明による建物の他の実施の形態の変形例
を示すパネル平面図である。
FIG. 7 is a panel plan view showing a modification of the other embodiment of the building according to the present invention.

【図8】この発明による建物の外壁パネルの取付構造を
示す正面図である。
FIG. 8 is a front view showing a structure for mounting an outer wall panel of a building according to the present invention.

【図9】この発明による建物の外壁パネルの取付構造の
相対変位時の正面図である。
FIG. 9 is a front view of the mounting structure of the outer wall panel of the building according to the present invention at the time of relative displacement.

【図10】この発明による建物の外壁パネルの取付構造
を示す縦断面図である。
FIG. 10 is a longitudinal sectional view showing a mounting structure of an outer wall panel of a building according to the present invention.

【符号の説明】[Explanation of symbols]

5 内壁パネル 6 天井パネル 7 廻り縁(化粧材) 72 接着剤 20 躯体鉄骨フレーム 30 外壁パネル 100 躯体鉄骨フレーム 101 梁 102 柱 110 外壁パネル 120 ファスナ 130 目地材 140 接着剤 150 粘着テープ 160 外壁パネル 170 外壁パネル固定用小柱 180 テープ 181 基材 182 粘着層 183 粘着層 Reference Signs List 5 inner wall panel 6 ceiling panel 7 peripheral edge (decorative material) 72 adhesive 20 skeleton steel frame 30 outer wall panel 100 skeleton steel frame 101 beam 102 pillar 110 outer wall panel 120 fastener 130 joint material 140 adhesive 150 adhesive tape 160 outer wall panel 170 outer wall Panel fixing column 180 Tape 181 Base material 182 Adhesive layer 183 Adhesive layer

フロントページの続き Fターム(参考) 2E002 EA01 EB12 FA02 HA03 HA04 HB06 HB16 KA01 KA07 KA09 MA12 MA13 Continued on the front page F term (reference) 2E002 EA01 EB12 FA02 HA03 HA04 HB06 HB16 KA01 KA07 KA09 MA12 MA13

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 内壁、天井または床を構成しているパネ
ル同士の継ぎ目を覆い隠す化粧材が室内の入隅部に沿っ
て設けられている建物において、 前記化粧材が制振性を発揮する接着剤により前記パネル
に固定されていることを特徴とする建物。
1. A building in which a decorative material covering a joint between panels constituting an inner wall, a ceiling or a floor is provided along a corner in a room, and the decorative material exhibits vibration damping properties. A building fixed to the panel with an adhesive.
【請求項2】 躯体鉄骨フレームに壁パネルが取付けら
れた建物において、 前記壁パネルが、アブソーバ重りをなす重量を有し、上
部あるいは下部を可動な状態で、前記建物の振動の固有
周期に呼応して振動するよう、前記躯体鉄骨フレームに
取り付けられ、前記壁パネルの変位に伴う前記躯体鉄骨
フレームの弾性変形により前記建物の振動を減衰するよ
う構成されていることを特徴とする建物。
2. A building in which a wall panel is attached to a skeleton steel frame, wherein the wall panel has a weight corresponding to an absorber weight, and is movable in an upper part or a lower part, and responds to a natural period of vibration of the building. The building is attached to the skeleton steel frame so as to vibrate, and is configured to attenuate the vibration of the building by elastic deformation of the skeleton steel frame accompanying displacement of the wall panel.
【請求項3】 躯体鉄骨フレームに壁パネルが取付けら
れた建物において、 前記壁パネルが前記躯体鉄骨フレームに対して変位可能
に取り付けられ、前記壁パネルと前記躯体鉄骨フレーム
との間に振動吸収部材が介装されていることを特徴とす
る建物。
3. A building in which a wall panel is mounted on a skeleton steel frame, wherein the wall panel is displaceably mounted on the skeleton steel frame, and a vibration absorbing member is provided between the wall panel and the skeleton steel frame. A building characterized by being interposed.
【請求項4】 前記振動吸収部材が硬化後に弾性性状を
示す接着剤により構成されていることを特徴とする請求
項3記載の建物。
4. The building according to claim 3, wherein said vibration absorbing member is made of an adhesive exhibiting elasticity after hardening.
【請求項5】 前記振動吸収部材が弾性性状を示す粘着
テープであることを特徴とする請求項3記載の建物。
5. The building according to claim 3, wherein said vibration absorbing member is an adhesive tape showing elasticity.
【請求項6】 前記壁パネルがアブソーバ重りをなす重
量を有し、建物の振動の固有周期に呼応して振動するよ
う、前記躯体鉄骨フレームに取り付けられていることを
特徴とする請求項3〜5の何れか一項記載の建物。
6. The structure according to claim 3, wherein said wall panel has a weight corresponding to an absorber weight, and is attached to said frame steel frame so as to vibrate in response to a natural period of a vibration of a building. 6. The building according to any one of 5 above.
【請求項7】 外壁パネルを有する建物において、前記
外壁パネルと当該外壁パネルの固定用の柱との間に防水
性を有する制振材製のテープが挟まれ、前記テープは、
一方の面にて前記柱に粘着あるいは接着され、他方の面
にて前記外壁パネルの裏面に粘着あるいは接着あるいは
高摩擦抵抗状態で圧接していることを特徴とする建物。
7. In a building having an outer wall panel, a waterproof damping material tape is sandwiched between the outer wall panel and a fixing column of the outer wall panel.
A building characterized in that one side is adhered or adhered to the pillar and the other side is adhered or adhered to the back surface of the outer wall panel in a state of high frictional resistance.
JP15164199A 1998-05-29 1999-05-31 building Expired - Lifetime JP4176917B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15164199A JP4176917B2 (en) 1998-05-29 1999-05-31 building

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
JP14930998 1998-05-29
JP4854499 1999-02-25
JP10-149309 1999-04-21
JP11-48544 1999-04-21
JP11-114060 1999-04-21
JP11406099 1999-04-21
JP15164199A JP4176917B2 (en) 1998-05-29 1999-05-31 building

Publications (2)

Publication Number Publication Date
JP2001003455A true JP2001003455A (en) 2001-01-09
JP4176917B2 JP4176917B2 (en) 2008-11-05

Family

ID=27462226

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Application Number Title Priority Date Filing Date
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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009270286A (en) * 2008-05-01 2009-11-19 Hayakawa Rubber Co Ltd Ceiling structure and its construction method
JP2013057242A (en) * 2012-12-26 2013-03-28 Misawa Homes Co Ltd Unit building
JP2015151820A (en) * 2014-02-18 2015-08-24 佐藤 孝典 Vibration control structure
JP2016205080A (en) * 2015-04-28 2016-12-08 株式会社竹中工務店 Building structure
CN117248643A (en) * 2023-11-20 2023-12-19 中国船舶集团国际工程有限公司 Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009270286A (en) * 2008-05-01 2009-11-19 Hayakawa Rubber Co Ltd Ceiling structure and its construction method
JP2013057242A (en) * 2012-12-26 2013-03-28 Misawa Homes Co Ltd Unit building
JP2015151820A (en) * 2014-02-18 2015-08-24 佐藤 孝典 Vibration control structure
JP2016205080A (en) * 2015-04-28 2016-12-08 株式会社竹中工務店 Building structure
CN117248643A (en) * 2023-11-20 2023-12-19 中国船舶集团国际工程有限公司 Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment
CN117248643B (en) * 2023-11-20 2024-02-06 中国船舶集团国际工程有限公司 Buffer protection device of antiknock compartment, installation method of buffer protection device and antiknock compartment

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