JP3778611B2 - Seismic control structure of wooden house - Google Patents
Seismic control structure of wooden house Download PDFInfo
- Publication number
- JP3778611B2 JP3778611B2 JP11555496A JP11555496A JP3778611B2 JP 3778611 B2 JP3778611 B2 JP 3778611B2 JP 11555496 A JP11555496 A JP 11555496A JP 11555496 A JP11555496 A JP 11555496A JP 3778611 B2 JP3778611 B2 JP 3778611B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- viscoelastic
- wooden house
- control structure
- 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 - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【0001】
【発明の属する技術分野】
本願発明は、粘弾性ダンパーを用いた木造家屋の基礎制震構造に関するものである。
【0002】
【従来の技術および発明が解決しようとする課題】
建築物の耐震性を考えるとき、地震のエネルギーを建築物に入力させないことが一番効果的であり、現在、免震構造が脚光を浴びている。
【0003】
通常、大規模な建築物の免震装置としては、積層ゴムとダンパーを組み合わせたものが使用されている。しかし、そのような免震装置を個人住宅規模の木造家屋に採用するには、場所をとり、コストがかかり過ぎる上に、建物重量が軽過ぎて、アイソレーターとして本来積層ゴムが持っている性能を十分に発揮させることができない。
【0004】
本願発明は、上述のような課題の解決を図ったものであり、木造家屋に適した簡便かつ低コストの基礎制震構造を提供することを目的としている。
【0005】
【課題を解決するための手段】
本願発明の木造家屋の基礎制震構造は、上下の板状部材間に、1枚の板状に成形したエネルギー吸収用の粘弾性体をサンドイッチ状に挟み込んでその上下面をそれぞれ前記上下の板状部材に接着してなり、かつ前記下側の板状部材の外周部を屈曲させて箱型に成形するか、または前記粘弾性体の外側にスペーサーを配置して、前記粘弾性体に圧縮力が加わらない納まりとした全体として板状の粘弾性ダンパーを、木造家屋の基礎と土台との間に設置したことを特徴とするものである。
【0006】
基礎と土台の間に介在させた板状の粘弾性ダンパーが振動エネルギーの吸収を行い、地震、あるいは交通振動等による木造家屋の振動を抑制する。
【0007】
粘弾性体は高分子材料を原料とし、種々の配合のものが市販されているが、図3に示すような楕円ループの履歴特性と、速度依存型の減衰特性を持つ。また、構造と形状については自由度が大きく、種々の形態での粘弾性ダンパーの製造を容易に行うことができる。
【0008】
なお、粘弾性体は微小な変形から大変形に至るまで有効にエネルギー吸収が可能であることも実験で確認されており、たとえ一旦破断しても数時間後には元の履歴特性に復元するという性質が他のダンパーと異なる点である。このような点から、粘弾性ダンパーはあらゆる構造形状の建物の耐震補強に有効となる。
【0009】
【発明の実施の形態】
図1および図2は本願発明の基礎制震構造の一実施形態を示したもので、フーチング基礎1の上に土台2が設置される一般的な木造家屋の基礎部において、基礎1と土台2との間に粘弾性体6を構成要素とする粘弾性ダンパー3を設置している。なお、ディテールとしては粘弾性体6に圧縮力が加わらないような納まりとする。
【0010】
図1(b) は本願発明で用いる粘弾性ダンパー3の代表的な形態を示したものであり、上下の鋼板4,5の間に粘弾性体6を板状に成形して挟み込んでいる。また、この例では下側の鋼板5の外周部を屈曲させて箱型に成形し、上下面をそれぞれ鋼板4,5に接着した粘弾性体6に鉛直方向の圧縮力が加わらないようにしている。なお、圧縮力が加わらない構造は、これに限らず例えば単に上下の鋼板4,5間(平板の場合)において、粘弾性体6の外側にスペーサーを配置した構造等でもよい。
【0011】
粘弾性ダンパー3の平面形状、厚さ、設置数等については種々の設計が可能であり、木造家屋の設計等に応じて配置される。
【0012】
また、粘弾性ダンパー3が実際に機能する際には、土台2が基礎1に対し相対的に移動することになるが、土台2を基礎1に固定しておく必要がある場合には、例えば粘弾性ダンパー3間に四フッ化エチレン製等の摩擦係数の低い合成樹脂板を介在させてモルタル等を充填する等して、所定以上の水平力でその接着力が切れるような構造としたり、またその際土台2を基礎1に固定するためのアンカーボルトの固定部分をルーズホールにして水平方向のずれを許容するような構造が考えられる。
【0013】
このように、本願発明では高分子材料を原料とする粘弾性体6を、鋼板4,5等の上下の板状部材間に挟み込んだ板状の粘弾性ダンパー3を、木造家屋の基礎1と土台2の間に挿入し、地震時等にこの粘弾性ダンパー3に変形を生じさせることにより家屋に減衰性を付加し、振動エネルギーを吸収し、骨組への入力エネルギーを低減し、建物の耐震・防振性能を高めることができる。
【0014】
この板状の粘弾性ダンパー3はコンパクトなものであるので、従来の積層ゴムを用いた免震構造のような大きな設置空間を必要とせず、基礎1と土台2の間の小さな隙間を利用して設置することができる。
【0015】
【発明の効果】
本願発明で用いる粘弾性ダンパーは、板状の非常にコンパクトなものであり、設置のための無駄な空間が不要となる。また、粘弾性ダンパー自身が低コストであるのはもちろん、建物のコストアップもほとんどない。従って、個人の木造家屋のように、場所が限られ、低コストが要求される場合に最適である。
【0016】
ダンパーの材料には小振幅から大振幅まで安定したエネルギー吸収能力を持つ粘弾性体を用いているので、種々の振動特性を持つ地震動や交通振動等に対し、優れた制震機能を発揮する。
【図面の簡単な説明】
【図1】本願発明の基礎制震構造の一実施形態を示したもので、(a) は斜視図、(b) は粘弾性ダンパーの形態の一例を示す正面図である。
【図2】図1の実施形態に対応する鉛直断面図である。
【図3】粘弾性ダンパーの履歴特性を示すグラフである。
【符号の説明】
1…フーチング基礎、2…土台、3…粘弾性ダンパー、4,5…鋼板、6…粘弾性体、7…割栗石、8…捨コンクリート[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a basic vibration control structure of a wooden house using a viscoelastic damper.
[0002]
[Background Art and Problems to be Solved by the Invention]
When considering the earthquake resistance of a building, it is most effective not to input the energy of the earthquake to the building, and the seismic isolation structure is currently in the spotlight.
[0003]
Usually, as a seismic isolation device for a large-scale building, a combination of laminated rubber and a damper is used. However, in order to adopt such a seismic isolation device in a wooden house of a private house scale, it takes a lot of space and costs too much, and the weight of the building is too light, and the performance inherent in laminated rubber as an isolator is It cannot be fully demonstrated.
[0004]
The present invention has been made to solve the above-described problems, and an object thereof is to provide a simple and low-cost basic vibration control structure suitable for a wooden house.
[0005]
[Means for Solving the Problems]
Basic Seismic structure of wooden houses of the present invention, between the upper and lower plate-like member, the upper and lower surfaces of the upper and lower respective Nde write sandwiching a viscoelastic body for energy absorption molded into a sheet of plate-like sandwich The viscoelastic body is bonded to the plate-shaped member and the outer peripheral portion of the lower plate-shaped member is bent into a box shape, or a spacer is disposed outside the viscoelastic body. As a whole, a plate-like viscoelastic damper that does not receive compressive force is installed between the foundation and the base of the wooden house.
[0006]
A plate-like viscoelastic damper interposed between the foundation and the foundation absorbs vibration energy and suppresses vibration of wooden houses due to earthquakes or traffic vibrations.
[0007]
The viscoelastic body is made of a polymer material as a raw material and is commercially available in various blends. The viscoelastic body has an elliptic loop hysteresis characteristic as shown in FIG. 3 and a speed-dependent damping characteristic. Further, the structure and shape have a large degree of freedom, and it is possible to easily manufacture viscoelastic dampers in various forms.
[0008]
In addition, it has been confirmed by experiments that the viscoelastic body can effectively absorb energy from minute deformation to large deformation, and even if it breaks once, it will be restored to its original hysteresis characteristics after several hours. The nature is different from other dampers. From these points, viscoelastic dampers are effective for seismic reinforcement of buildings of any structural shape.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 and FIG. 2 show an embodiment of the basic vibration control structure of the present invention. In a basic part of a general wooden house in which a base 2 is installed on a footing base 1, a base 1 and a base 2 are shown. The
[0010]
FIG. 1 (b) shows a typical form of the
[0011]
Various designs are possible for the planar shape, thickness, number of installations, and the like of the
[0012]
In addition, when the
[0013]
Thus, in the present invention, a
[0014]
Since this plate-like
[0015]
【The invention's effect】
The viscoelastic damper used in the present invention is a plate-shaped and extremely compact, and a useless space for installation becomes unnecessary. In addition, the viscoelastic damper itself is low in cost, and there is almost no increase in the cost of the building. Therefore, it is optimal when the place is limited and low cost is required, such as a private wooden house.
[0016]
The damper material uses a viscoelastic body with stable energy absorption ability from small amplitude to large amplitude, so it exhibits excellent seismic control function against earthquake motion and traffic vibration with various vibration characteristics.
[Brief description of the drawings]
1A and 1B show an embodiment of a basic vibration control structure of the present invention, in which FIG. 1A is a perspective view and FIG. 1B is a front view showing an example of a viscoelastic damper.
FIG. 2 is a vertical sectional view corresponding to the embodiment of FIG.
FIG. 3 is a graph showing hysteresis characteristics of a viscoelastic damper.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Footing foundation, 2 ... Base, 3 ... Viscoelastic damper, 4,5 ... Steel plate, 6 ... Viscoelastic body, 7 ... Splitting stone, 8 ... Waste concrete
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11555496A JP3778611B2 (en) | 1996-04-13 | 1996-04-13 | Seismic control structure of wooden house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11555496A JP3778611B2 (en) | 1996-04-13 | 1996-04-13 | Seismic control structure of wooden house |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09279608A JPH09279608A (en) | 1997-10-28 |
JP3778611B2 true JP3778611B2 (en) | 2006-05-24 |
Family
ID=14665424
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11555496A Expired - Fee Related JP3778611B2 (en) | 1996-04-13 | 1996-04-13 | Seismic control structure of wooden house |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3778611B2 (en) |
-
1996
- 1996-04-13 JP JP11555496A patent/JP3778611B2/en not_active Expired - Fee Related
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Publication number | Publication date |
---|---|
JPH09279608A (en) | 1997-10-28 |
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