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JP4296370B2 - Damping structure - Google Patents
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JP4296370B2 - Damping structure - Google Patents

Damping structure Download PDF

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Publication number
JP4296370B2
JP4296370B2 JP2000207561A JP2000207561A JP4296370B2 JP 4296370 B2 JP4296370 B2 JP 4296370B2 JP 2000207561 A JP2000207561 A JP 2000207561A JP 2000207561 A JP2000207561 A JP 2000207561A JP 4296370 B2 JP4296370 B2 JP 4296370B2
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JP
Japan
Prior art keywords
wall surface
wall
base
vibration damping
damper
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
Application number
JP2000207561A
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Japanese (ja)
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JP2002021368A (en
Inventor
亮 松野
敏治 前田
純二 橋本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Ltd
Original Assignee
Hitachi 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
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Priority to JP2000207561A priority Critical patent/JP4296370B2/en
Publication of JP2002021368A publication Critical patent/JP2002021368A/en
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Publication of JP4296370B2 publication Critical patent/JP4296370B2/en
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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、制振構造物に係り、特に一般木造住宅等に好適な制振構造物に関する。
【0002】
【従来の技術】
図1は、本願発明の実施の形態を示す図であるが、柱等の構造は、従来と同様なので、この図1を用いて従来の技術を説明する。
【0003】
コンクリートの基礎1上には土台2が設けられ、この土台2には、柱3,4が立てられ、柱3,4の上部には、梁5が設けられている。
【0004】
このような、木造住宅の土台2、柱3,4、梁5からなる壁面6内に設けられ、地震の振動により、建物が共振し倒壊することを防ぐ制振装置が種々提案されている。
【0005】
その一例として、図1のように、土台2の水平方向の変位を伝達する下側パネル6と梁5の水平方向の変位を伝達する上側パネル7を設け、両パネル間に制振手段としてのダンパ9を設けたものがある。
【0006】
また、別の方式として図示しないが、粘性ゴムを挟んだ2枚の金属パネルの一方を土台2に、他方を柱3に固定する制振装置も知られている。
【0007】
このような制振手段が設けられた壁面内は、ダンパ9などの内部の構造物が設けられており、複雑な形状の空間となっている。
【0008】
このため、住宅の断熱材としては、形状が容易に変更可能なグラスウール等が用いられていた。
【0009】
【発明が解決しようとする課題】
しかし、このような制振構造物にあっては、制振手段が壁面内に設けられ、この制振手段が金属であるため結露を生じやすい。さらに、この制振手段と図中手前側に設けられる外壁(図示せず)との間の隙間は小さく、グラスウールがあまり入らないので、より結露しやすく、この結露により、ダンパが錆びたり、また、木材が腐食するという問題点があった。
【0010】
本発明は、こののような問題点を解決した制振構造物に関する。
【0011】
【課題を解決するための手段】
上記課題を解決するため、本発明は以下のような特徴を有する。
【0012】
本発明は、土台と梁と隣接する2本の柱とから構成される一の壁面の変形に対し減衰力を与える金属製の制振手段を、前記土台と梁との間、または、土台または梁の少なくとも一方と柱との間に設けた制振構造物において、前記一の壁面に設けられた外壁と前記制振手段との間であって、該壁面空間内に部分的に断熱パネルを設けるとともに、該一の壁面のその他の壁面空間に変形可能な材料からなる断熱材を設けたことを特徴とするものである。
【0013】
【発明の実施の形態】
本発明の実施の形態を図1乃至図2に示し説明する。なお、図1は、後述の断熱パネル10及びグラスウール11を配置する前の図であり、図2は両部材を配置した後の図である。
【0014】
コンクリートの基礎1上には、木材からなる土台2が設けられ、さらに、この土台2には、柱3,4が立てられている。柱3,4の上部には、梁5が設けられている。
【0015】
また、隣接する柱3,4間には、内壁側と外壁側の両側に水平に複数の胴縁12が設けられている。
【0016】
土台2には、土台2の水平方向の変位を伝達する変位伝達手段としての下側パネル7が固定され、さらに、梁5には、梁5の水平方向の変位を伝達する変位伝達手段としての上側パネル8が固定され、両パネル間に制振手段としてのダンパ9が設けられている。
【0017】
このダンパ9としては、金属製シリンダ内に油が封入され、一端からシールを介してロッドが突出した油圧緩衝器や金属製のシリンダとの摩擦によ減衰力を発生する摩擦ダンパ等が用いられる。
【0018】
壁面内のダンパ9と図中手前側に設けられる外壁(図示せず)との間には、発砲ウレタンからなり板状の断熱パネル10が設けられている。この断熱パネル10は2本の胴縁12に挟まれるように設けられ、上下方向の位置決めがされている。また、前後方向は上側及び下側パネル6と外壁により位置決めされている。
【0019】
このように本実施の形態では、既存の胴縁12等を利用し断熱パネル10を固定しているが、このようなものがない場合は、外壁材の内側に接着剤等で固定してもよい。
【0020】
断熱パネル10と両側の柱3,4との間には隙間が設けられ、地震によりこの壁面が変形した際に断熱パネル10が割れることを防止している。
【0021】
また、残りの壁面空間内には、綿状のグラスウール11により満たされている。このグラスウールは綿状でばらばらなものであってもよいが、2枚のアルミ箔間に付着させたタイプのグラスウールや、セルローズファイバーやウレタンを粉砕したもの等であってもよく、容易に変形可能なものであればよい。しかし、望ましくは、綿状や粉状のものが望ましい。
【0022】
以上の構成により、地震の際にはダンパ9により共振が抑えられ、制振効果が得られる。
【0023】
また、室内外の温度差による結露が発生しやすい場合であっても、特に結露の発生しやすい金属製のダンパ9と外壁との狭い隙間には、断熱効果が高い断熱パネル10が設けられるので、結露が発生しにくく、ダンパ9に錆びが発生することも防止でき、さらに、木材の腐食も防止できる。
【0024】
また、その他の複雑な空間には、容易に変形可能なグラスウール等が設けられるので、全体を断熱材で満たすことができ、効果的に結露が防止できる。
【0025】
さらに、上下パネル7,8と、内壁と断熱パネル10とで、側面のみが開口した空間が確保でき、この空間内にダンパ9が設けられるので、グラスウールが側部開口より少しはこの空間内に侵入するが、多量のグラスウールがダンパに触れることを防止でき、グラスウールによりダンパのロッドやシールなどを傷つけることが防止できる。さらに、内壁とダンパ9との間にも断熱パネルを設けることにより、よりグラスウールの侵入を防止できる。
【0026】
なお、上記実施の形態では、パネル7,8とダンパ9を用いた制振装置を利用したものを示したが、制振装置は、特に限定されず、土台2または梁5と隣接する柱3,4から形成される四角形の変形に対し減衰効果を与える制振装置であって、金属製のものであれば、本発明は有効である。
【0027】
また、上記実施の形態では、1階部分について記載したが、2階3階についても同様であり、この場合、1階の梁が、2階の土台部となり、2階の梁が3階の土台部となる。
【0028】
なお、上記実施の形態の断熱パネルは、ウレタン系の他に木質繊維系、ポリスチレン系、フェノール系などの各種断熱パネルでもよい。
【0029】
【発明の効果】
本発明によれば、結露しやすい金属製の制振手段と外壁との間に断熱効果の高い断熱パネルを設け、その他の壁面空間には、たとえばグラスウールのような変形が容易な断熱材を設けたので十分な断熱性得られるとともに、結露も防止できる。
【図面の簡単な説明】
【図1】本発明の制振構造物としての木造建築物の壁をはがした状態で、断熱パネル及びグラスウールを配置する前の斜視図である。
【図2】図1の制振構造物に断熱パネルとグラスウールを配置した状態を示す斜視図である。
【符号の説明】
1 基礎
2 土台
3 柱
4 柱
5 梁
9 ダンパ(制振手段)
10 断熱パネル
11 グラスウール(断熱材)
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a vibration damping structure, and more particularly to a vibration damping structure suitable for a general wooden house or the like.
[0002]
[Prior art]
FIG. 1 is a diagram showing an embodiment of the present invention. Since the structure of pillars and the like is the same as that of the prior art, the prior art will be described with reference to FIG.
[0003]
A foundation 2 is provided on the concrete foundation 1, and pillars 3 and 4 are erected on the foundation 2, and beams 5 are provided on the upper portions of the pillars 3 and 4.
[0004]
Various types of vibration control devices have been proposed which are provided in the wall surface 6 including the base 2 of the wooden house, the columns 3 and 4 and the beam 5 and prevent the building from resonating and collapsing due to the vibration of the earthquake.
[0005]
As an example thereof, as shown in FIG. 1, a lower panel 6 for transmitting the horizontal displacement of the base 2 and an upper panel 7 for transmitting the horizontal displacement of the beam 5 are provided, and the vibration control means is provided between the two panels. There is one provided with a damper 9.
[0006]
Although not shown as another method, there is also known a vibration damping device in which one of two metal panels sandwiching a viscous rubber is fixed to the base 2 and the other is fixed to the pillar 3.
[0007]
Inside the wall surface provided with such vibration damping means, an internal structure such as a damper 9 is provided, which is a complex shaped space.
[0008]
For this reason, the glass wool etc. which can change a shape easily were used as a heat insulating material of a house.
[0009]
[Problems to be solved by the invention]
However, in such a vibration damping structure, the vibration damping means is provided in the wall surface, and since this vibration damping means is made of metal, condensation tends to occur. In addition, the gap between the vibration control means and the outer wall (not shown) on the front side in the figure is small, and glass wool does not enter so much that it is more likely to condense. There was a problem that the wood was corroded.
[0010]
The present invention relates to a vibration damping structure that solves such problems.
[0011]
[Means for Solving the Problems]
In order to solve the above problems, the present invention has the following features.
[0012]
The present invention provides a metal damping means for applying a damping force to a deformation of one wall surface composed of a base and a beam and two adjacent columns, between the base and the beam, In the vibration damping structure provided between at least one of the beams and the column, between the outer wall provided on the one wall surface and the vibration damping means, a heat insulating panel is partially provided in the wall surface space. In addition, the heat insulating material made of a deformable material is provided in the other wall surface space of the one wall surface.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described with reference to FIGS. In addition, FIG. 1 is a figure before arrange | positioning the below-mentioned heat insulation panel 10 and glass wool 11, and FIG. 2 is a figure after arrange | positioning both members.
[0014]
A base 2 made of wood is provided on the concrete foundation 1, and pillars 3 and 4 are erected on the base 2. A beam 5 is provided above the columns 3 and 4.
[0015]
Further, between the adjacent columns 3 and 4, a plurality of trunk edges 12 are provided horizontally on both sides of the inner wall side and the outer wall side.
[0016]
A lower panel 7 is fixed to the base 2 as a displacement transmission means for transmitting the horizontal displacement of the base 2, and the beam 5 is also used as a displacement transmission means for transmitting the horizontal displacement of the beam 5. The upper panel 8 is fixed, and a damper 9 as a vibration damping means is provided between the panels.
[0017]
As the damper 9, a hydraulic shock absorber in which oil is sealed in a metal cylinder and a rod protrudes from one end through a seal, a friction damper that generates a damping force due to friction with the metal cylinder, or the like is used. .
[0018]
Between the damper 9 in the wall surface and an outer wall (not shown) provided on the front side in the figure, a plate-like heat insulation panel 10 made of foamed urethane is provided. This heat insulation panel 10 is provided so as to be sandwiched between two trunk edges 12 and is positioned in the vertical direction. The front-rear direction is positioned by the upper and lower panels 6 and the outer wall.
[0019]
As described above, in the present embodiment, the heat insulating panel 10 is fixed using the existing trunk edge 12 or the like, but if there is no such thing, it may be fixed inside the outer wall material with an adhesive or the like. Good.
[0020]
A gap is provided between the heat insulating panel 10 and the pillars 3 and 4 on both sides to prevent the heat insulating panel 10 from cracking when the wall surface is deformed by an earthquake.
[0021]
Further, the remaining wall surface space is filled with cotton-like glass wool 11. This glass wool may be cotton-like, but it may be glass wool of a type attached between two aluminum foils, or crushed cellulose fiber or urethane, and can be easily deformed. Anything can be used. However, a cotton-like or powdery thing is desirable.
[0022]
With the above configuration, resonance is suppressed by the damper 9 in the event of an earthquake, and a vibration control effect is obtained.
[0023]
In addition, even when condensation is likely to occur due to a temperature difference between the inside and outside of the room, a heat insulating panel 10 having a high heat insulating effect is provided in a narrow gap between the metal damper 9 and the outer wall where condensation is likely to occur. Condensation is difficult to occur, rusting of the damper 9 can be prevented, and corrosion of the wood can also be prevented.
[0024]
In addition, since glass wool or the like that can be easily deformed is provided in other complicated spaces, the whole can be filled with a heat insulating material, and condensation can be effectively prevented.
[0025]
Furthermore, the upper and lower panels 7, 8 and the inner wall and the heat insulating panel 10 can secure a space with only the side surface opened, and the damper 9 is provided in this space, so that glass wool is slightly in this space from the side opening. Although it penetrates, it is possible to prevent a large amount of glass wool from touching the damper, and it is possible to prevent the rod or seal of the damper from being damaged by the glass wool. Furthermore, by providing a heat insulating panel between the inner wall and the damper 9, it is possible to further prevent the glass wool from entering.
[0026]
In the above-described embodiment, the vibration control device using the panels 7 and 8 and the damper 9 is shown. However, the vibration control device is not particularly limited, and the pillar 3 adjacent to the base 2 or the beam 5 is used. , 4, the present invention is effective if it is a metal damping device that gives a damping effect to the deformation of the quadrangle.
[0027]
In the above embodiment, the first floor portion has been described, but the same applies to the second floor and the third floor. In this case, the first-floor beam is the second-floor base, and the second-floor beam is the third-floor. It becomes the foundation part.
[0028]
In addition, the heat insulation panel of the said embodiment may be various heat insulation panels, such as a wood fiber type, a polystyrene type, a phenol type other than urethane type.
[0029]
【The invention's effect】
According to the present invention, a heat-insulating panel having a high heat-insulating effect is provided between the metal damping means that is likely to condense and the outer wall, and a heat-insulating material such as glass wool that is easily deformed is provided in the other wall space. Therefore, sufficient heat insulation can be obtained and condensation can be prevented.
[Brief description of the drawings]
FIG. 1 is a perspective view before a heat insulation panel and glass wool are arranged in a state where a wall of a wooden building as a vibration damping structure of the present invention is peeled off.
2 is a perspective view showing a state in which a heat insulating panel and glass wool are arranged in the vibration damping structure of FIG. 1; FIG.
[Explanation of symbols]
1 foundation 2 foundation 3 pillar 4 pillar 5 beam 9 damper (vibration control means)
10 Insulation panel 11 Glass wool (insulation)

Claims (1)

土台と梁と隣接する2本の柱とから構成される一の壁面の変形に対し減衰力を与える金属製の制振手段を、前記土台と梁との間、または、土台または梁の少なくとも一方と柱との間に設けた制振構造物において、前記一の壁面に設けられた外壁と前記制振手段との間であって、該壁面空間内に部分的に断熱パネルを設けるとともに、該一の壁面のその他の壁面空間に変形可能な材料からなる断熱材を設けたことを特徴とする制振構造物。 Metal damping means for applying a damping force to the deformation of one wall surface composed of a base and two columns adjacent to the base, between the base and the beam, or at least one of the base or the beam In the vibration damping structure provided between the wall and the pillar, between the outer wall provided on the one wall surface and the vibration damping means, a heat insulating panel is partially provided in the wall surface space , and A vibration damping structure characterized in that a heat insulating material made of a deformable material is provided in another wall surface space of one wall surface.
JP2000207561A 2000-07-07 2000-07-07 Damping structure Expired - Lifetime JP4296370B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000207561A JP4296370B2 (en) 2000-07-07 2000-07-07 Damping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000207561A JP4296370B2 (en) 2000-07-07 2000-07-07 Damping structure

Publications (2)

Publication Number Publication Date
JP2002021368A JP2002021368A (en) 2002-01-23
JP4296370B2 true JP4296370B2 (en) 2009-07-15

Family

ID=18704309

Family Applications (1)

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Country Status (1)

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4856520B2 (en) * 2006-02-09 2012-01-18 江戸川木材工業株式会社 Vibration control panel

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