JP3262629B2 - building - Google Patents

building

Info

Publication number
JP3262629B2
JP3262629B2 JP09777893A JP9777893A JP3262629B2 JP 3262629 B2 JP3262629 B2 JP 3262629B2 JP 09777893 A JP09777893 A JP 09777893A JP 9777893 A JP9777893 A JP 9777893A JP 3262629 B2 JP3262629 B2 JP 3262629B2
Authority
JP
Japan
Prior art keywords
horizontal
building
vibration
horizontal member
damping
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP09777893A
Other languages
Japanese (ja)
Other versions
JPH06307120A (en
Inventor
淳 竹内
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 JP09777893A priority Critical patent/JP3262629B2/en
Publication of JPH06307120A publication Critical patent/JPH06307120A/en
Application granted granted Critical
Publication of JP3262629B2 publication Critical patent/JP3262629B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、風、地震、交通振動に
よる建物の主として水平方向の振動(横揺れ)を抑制す
るための動吸振器が設けられた建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building provided with a dynamic vibration absorber for suppressing mainly horizontal vibration (rolling) of a building due to wind, earthquake, or traffic vibration.

【0002】[0002]

【従来の技術】建物用防振装置として、特開昭63-76932
号公報に記載の如くの動吸振器を用いるものがある。こ
の動吸振器は、おもり、ばね、抵抗の各要素を組合わせ
たものを建物に設置することにて構成されている。
2. Description of the Related Art Japanese Patent Laid-Open No. 63-76932
Some use a dynamic vibration absorber as described in Japanese Unexamined Patent Publication (Kokai) No. H10-26095. This dynamic vibration absorber is configured by installing a combination of weight, spring, and resistance elements in a building.

【0003】[0003]

【発明が解決しようとする課題】然しながら、従来技術
では、動吸振器を構成するばねと抵抗の各要素を別異の
ものにて構成している。従って、構成複雑であり、工業
化住宅等に簡便かつ安価に採用できなかった。
However, in the prior art, the spring and the resistance constituting the dynamic vibration absorber are constituted by different elements. Therefore, the structure is complicated, and it cannot be simply and inexpensively adopted in industrialized houses and the like.

【0004】本発明は、建物の水平振動を防振するた
め、構成簡素で、工業化住宅等に簡便かつ安価に採用で
きる動吸振器が設けられた建物を提供することを目的と
する。
SUMMARY OF THE INVENTION An object of the present invention is to provide a building provided with a dynamic vibration absorber which is simple in construction and can be easily and inexpensively adopted in an industrialized house or the like in order to prevent horizontal vibration of the building .

【0005】[0005]

【課題を解決するための手段】本発明は、建物の主とし
て水平方向の振動を抑制するに際し、横架材の側面にお
もりを取着し、該横架材を水平配置するように該横架材
の両端部を天井構造体に固定し、該横架材の水平方向の
曲げ振動により吸振する動吸振器が設けられた建物であ
って、上記横架材が、曲げ剛性の比較的大なる中心材
と、該中心材の両側に接着される制振材と、各制振材の
外側に接着される、曲げ剛性の比較的小なる拘束材とか
らなるようにしたものである。
SUMMARY OF THE INVENTION According to the present invention, in suppressing mainly horizontal vibration of a building, a weight is attached to a side surface of a horizontal member, and the horizontal member is horizontally arranged so that the horizontal member is horizontally arranged. A building provided with a dynamic vibration absorber that fixes both ends of a member to a ceiling structure and absorbs vibration by horizontal bending vibration of the horizontal member.
Thus, the above-mentioned transverse member has a center member having a relatively large bending rigidity, a damping material bonded to both sides of the center member, and a relatively low bending rigidity bonded to the outside of each damping material. It is made of a small restraining material.

【0006】[0006]

【作用】本発明によれば、下記(1) 、(2) の作用があ
る。(1) おもりを横架材で支え、該横架材の曲げ剛性をばね
要素とするとともに、該横架材の曲げ振動による内部損
失を抵抗要素とする。即ち、横架材がばねと抵抗の
の要素を代行することとなり、構成簡素な動吸振器を提
供できる。従って、この動吸振器の固有振動数が建物の
水平方向1次固有振動数に一致するように、おもりと横
架材を形成し、該横架材を天井構造体に固定することに
より、建物の水平方向の振動(横揺れ)を動吸振作用に
より防振できる。
According to the present invention, there are the following functions (1) and (2) . (1) The weight is supported by a horizontal member, and the bending rigidity of the horizontal member is used as a spring element, and internal loss due to bending vibration of the horizontal member is used as a resistance element. In other words, will be horizontal members to act for two elements of the spring and the resistor, it is possible to provide a configuration simple dynamic vibration absorber. Therefore, by forming a weight and a horizontal member so that the natural frequency of the dynamic vibration absorber matches the primary natural frequency in the horizontal direction of the building, and fixing the horizontal member to the ceiling structure, Horizontal vibration (rolling) can be damped by dynamic vibration absorption.

【0007】(2) 上記(1) において、横架材には、下記
(a) 〜(c) の特性が要求される。即ち、(a) 水平方向に
容易に曲げ振動を生じ、(b) 曲げによる内部損失を大と
し、(c) 鉛直方向にはおもりを安全確実に支持し得るこ
と、である。然るに、本発明にあっては、曲げ剛性の比
較的大なる中心材によって全体の剛性を確保することに
て、上記(c) の特性を具備できる。また、制振材の両側
に中心材と拘束材を添着することにて制振材を大きく剪
断変形させるとともに、制振材の厚みを厚くすることに
て上記(b) の特性を具備できる。更に、上記(b) の特性
を具備するために制振材の厚みを厚くしながらも、最も
外側に位置する拘束材の曲げ剛性を比較的小とすること
にて、全体の剛性が過度に大きくなることを抑制して、
上記(a) の特性を具備できる。
(2) In the above (1) , the horizontal member includes the following:
The characteristics (a) to (c) are required. That is, (a) bending vibration is easily generated in the horizontal direction, (b) internal loss due to bending is increased, and (c) the weight can be safely and securely supported in the vertical direction. However, in the present invention, the above-mentioned characteristic (c) can be provided by securing the overall rigidity by the center member having a relatively large bending rigidity. Further, by attaching the center member and the restraining member on both sides of the damping material, the damping material can be largely sheared and deformed, and the thickness of the damping material can be increased to have the above-mentioned characteristic (b). Further, while the thickness of the vibration damping material is increased in order to provide the characteristics of (b) above, the bending rigidity of the outermost restraining member is made relatively small, so that the overall rigidity becomes excessively large. To keep them from growing
The characteristic (a) can be provided.

【0008】[0008]

【実施例】図1は本発明の一実施例を示す模式図であ
る。動吸振器10は、図1(A)、(B)に示す如く、
2階建ユニット建物1の 2階小屋裏部に設置され、建物
1の主として水平方向の振動(横揺れ)を抑制する。そ
して、動吸振器10は、横架材11の両側面のそれぞれ
におもり12、12を取着して構成され、該横架材11
を水平配置するように該横架材11の両端部を建物1の
天井梁に固定し、該横架材11の水平方向の曲げ振動に
より吸振する。
FIG. 1 is a schematic view showing an embodiment of the present invention. The dynamic vibration absorber 10 is, as shown in FIGS.
It is installed behind the two-story hut of the two-story unit building 1, and suppresses mainly horizontal vibration (rolling) of the building 1. The dynamic vibration absorber 10 is configured by attaching weights 12 and 12 to both sides of a horizontal member 11, respectively.
Are fixed to the ceiling beam of the building 1 so that the horizontal members 11 are arranged horizontally, and the horizontal members 11 absorb vibration by horizontal bending vibration.

【0009】ここで、横架材11は、中心材21と、中
心材21の両側の制振材22、22と、各制振材22、
22の外側の拘束材23、23とを積層した複合材にて
構成されている。
The horizontal member 11 includes a center member 21, damping members 22 on both sides of the center member 21, and respective damping members 22, 22.
It is composed of a composite material in which the restraining members 23, 23 on the outer side of 22 are laminated.

【0010】中心材21は、曲げ剛性の比較的大なるも
のにて構成される。中心材21としては、例えば鉄板等
を採用できる。
The center member 21 is made of a material having relatively large bending rigidity. As the center member 21, for example, an iron plate or the like can be adopted.

【0011】制振材22は、中心材21の両側に接着さ
れる。制振材22としては、例えば制振性ゴム材、アス
ファルト系制振材等を採用できる。
The damping members 22 are bonded to both sides of the center member 21. As the damping material 22, for example, a damping rubber material, an asphalt-based damping material, or the like can be used.

【0012】拘束材23は、各制振材22の外側に接着
される、曲げ剛性の比較的小なるものにて構成される。
拘束材23としては、例えばアルミ板、合板等を採用で
きる。
The restraining members 23 are bonded to the outside of each of the vibration damping members 22 and have relatively low bending rigidity.
As the restraining member 23, for example, an aluminum plate, a plywood or the like can be adopted.

【0013】尚、中心材21と拘束材23は、制振材2
2より引張強さが大であり、横架材11の全体が曲げ変
形するとき、制振材22を大きく剪断変形せしめ、結果
としてその大なる内部損失により振動エネルギを吸収可
能とする。
Note that the center member 21 and the restraining member 23 are
Since the tensile strength is greater than 2, and the entire bridge member 11 is bent and deformed, the vibration damping member 22 is greatly sheared, and as a result, the vibration energy can be absorbed by its large internal loss.

【0014】以下、本実施例の作用について説明する。(1) おもり12を横架材11で支え、該横架材11の曲
げ剛性をばね要素とするとともに、該横架材11の曲げ
振動による内部損失を抵抗要素とする。即ち、横架材1
1がばねと抵抗の 2つの要素を代行することとなり、構
成簡素な動吸振器10を提供できる。従って、この動吸
振器10の固有振動数が建物1の水平方向1次固有振動
数に一致するように、おもり12と横架材11を形成
し、該横架材11を天井構造体に固定することにより、
建物1の水平方向の振動(横揺れ)を動吸振作用により
防振できる。
The operation of this embodiment will be described below. (1) The weight 12 is supported by the horizontal member 11, and the bending rigidity of the horizontal member 11 is used as a spring element, and the internal loss due to bending vibration of the horizontal member 11 is used as a resistance element. That is, the horizontal member 1
1 substitutes for the two elements of the spring and the resistance, and the dynamic vibration absorber 10 having a simple configuration can be provided. Therefore, the weight 12 and the horizontal member 11 are formed so that the natural frequency of the dynamic vibration absorber 10 matches the primary natural frequency in the horizontal direction of the building 1, and the horizontal member 11 is fixed to the ceiling structure. By doing
Horizontal vibration (rolling) of the building 1 can be damped by the dynamic vibration absorbing action.

【0015】(2) 動吸振器10が横架材11とおもり1
2のみからコンパクトに構成されるものであるから、建
物1の小屋裏空間等に容易に設置できる。
(2) The dynamic vibration absorber 10 includes the horizontal member 11 and the weight 1
Since it is constructed compactly from only 2, it can be easily installed in the back space of the building 1 or the like.

【0016】(3) 上記(1) において、横架材11には、
下記(a) 〜(c) の特性が要求される。即ち、(a) 水平方
向に容易に曲げ振動を生じ、(b) 曲げによる内部損失を
大とし、(c) 鉛直方向にはおもりを安全確実に支持し得
ること、である。然るに、本実施例にあっては、曲げ剛
性の比較的大なる中心材21によって全体の剛性を確保
することにて、上記(c) の特性を具備できる。また、制
振材22の両側に中心材21と拘束材23を添着するこ
とにて制振材を大きく剪断変形させるとともに、制振材
22の厚みを厚くすることにて上記(b) の特性を具備で
きる。更に、上記(b) の特性を具備するために制振材2
2の厚みを厚くしながらも、最も外側に位置する拘束材
23の曲げ剛性を比較的小とすることにて、全体の剛性
が過度に大きくなることを抑制して、上記(a) の特性を
具備できる。
(3) In the above (1) , the horizontal member 11 includes
The following characteristics (a) to (c) are required. That is, (a) bending vibration is easily generated in the horizontal direction, (b) the internal loss due to bending is increased, and (c) the weight can be safely and securely supported in the vertical direction. However, in the present embodiment, the characteristic (c) can be provided by securing the overall rigidity by the center member 21 having a relatively large bending rigidity. Further, by attaching the center member 21 and the restraining member 23 to both sides of the damping material 22, the damping material is greatly sheared and deformed. Can be provided. Further, in order to provide the above-mentioned characteristic (b), the vibration damping material 2
By making the bending stiffness of the outermost restraining member 23 relatively small while increasing the thickness of No. 2, the overall rigidity is suppressed from becoming excessively large, and the characteristic (a) is obtained. Can be provided.

【0017】以上、本発明の実施例を図面により詳述し
たが、本発明の具体的な構成はこの実施例に限られるも
のではなく、本発明の要旨を逸脱しない範囲の設計の変
更等があっても本発明に含まれる。即ち、本発明にあっ
ては、動吸振器を最上階の天井構造体に設けるのが最適
である。但し、該動吸振器を各階の天井構造体のいずれ
か、もしくは全てに設けるものであっても良い。
Although the embodiment of the present invention has been described in detail with reference to the drawings, the specific configuration of the present invention is not limited to this embodiment, and a design change or the like may be made without departing from the gist of the present invention. Even if present, it is included in the present invention. That is, in the present invention, it is optimal to provide the dynamic vibration absorber on the ceiling structure on the top floor. However, the dynamic vibration absorber may be provided on any or all of the ceiling structures on each floor.

【0018】[0018]

【発明の効果】以上のように本発明によれば、建物の水
平振動を防振するため、構成簡素で、簡便かつ安価に採
用できる動吸振器が設けられた工業化住宅等の建物を提
供することができる。
According to the present invention as described above, according to the present invention, since the vibration reduction the horizontal vibration of the building, a simple configuration, provides a building such as industrialized housing the dynamic vibration reducer is provided that can be adopted simple and convenient and inexpensive can do.

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

【図1】図1は本発明の一実施例を示す模式図である。FIG. 1 is a schematic diagram showing one embodiment of the present invention.

【符号の説明】1 2 階建ユニット建物(建物) 10 動吸振器 11 横架材 12 おもり 21 中心材 22 制振材 23 拘束材[Description of Signs] 1 2 story building (building) 10 Dynamic vibration absorber 11 Horizontal material 12 Weight 21 Center material 22 Damping material 23 Restraining material

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物の主として水平方向の振動を抑制す
るに際し、横架材の側面におもりを取着し、該横架材を
水平配置するように該横架材の両端部を天井構造体に固
定し、該横架材の水平方向の曲げ振動により吸振する
吸振器が設けられた建物であって、 上記横架材が、曲げ剛性の比較的大なる中心材と、該中
心材の両側に接着される制振材と、各制振材の外側に接
着される、曲げ剛性の比較的小なる拘束材とからなるこ
とを特徴とする建物。
When a horizontal vibration of a building is mainly suppressed, a weight is attached to a side surface of a horizontal member, and both ends of the horizontal member are arranged in a ceiling structure so that the horizontal member is horizontally arranged. fixed to and vibration absorbing by horizontal bending vibration of lateral bridging member kinematic
A building provided with a vibration absorber, wherein the horizontal member has a center member having relatively large bending rigidity, a damping member adhered to both sides of the center member, and an outer member attached to the outside of each damping member. The building is made of a restraining material having a relatively small bending rigidity .
JP09777893A 1993-04-23 1993-04-23 building Expired - Fee Related JP3262629B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09777893A JP3262629B2 (en) 1993-04-23 1993-04-23 building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09777893A JP3262629B2 (en) 1993-04-23 1993-04-23 building

Publications (2)

Publication Number Publication Date
JPH06307120A JPH06307120A (en) 1994-11-01
JP3262629B2 true JP3262629B2 (en) 2002-03-04

Family

ID=14201295

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09777893A Expired - Fee Related JP3262629B2 (en) 1993-04-23 1993-04-23 building

Country Status (1)

Country Link
JP (1) JP3262629B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5648821B2 (en) * 2008-01-28 2015-01-07 清水建設株式会社 Vibration control mechanism

Also Published As

Publication number Publication date
JPH06307120A (en) 1994-11-01

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