JPH02120469A - Communicating type vibration suppressor for medium and low storied building - Google Patents

Communicating type vibration suppressor for medium and low storied building

Info

Publication number
JPH02120469A
JPH02120469A JP27226488A JP27226488A JPH02120469A JP H02120469 A JPH02120469 A JP H02120469A JP 27226488 A JP27226488 A JP 27226488A JP 27226488 A JP27226488 A JP 27226488A JP H02120469 A JPH02120469 A JP H02120469A
Authority
JP
Japan
Prior art keywords
liquid
building
natural frequency
containers
water level
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.)
Pending
Application number
JP27226488A
Other languages
Japanese (ja)
Inventor
Hiroshi Sakuma
弘 佐久間
Daisuke Ito
大輔 伊藤
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP27226488A priority Critical patent/JPH02120469A/en
Publication of JPH02120469A publication Critical patent/JPH02120469A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To keep the water level of liquid constant by molding a lot of vessels and regulating the natural frequency of liquid held in each of the vessel to be equal to the natural frequency of a building, integrally, and by making the adjacent vessels communicate with each other at specified positions. CONSTITUTION:A plurality of vessels 2 are integrally molded, and the adjacent vessels 2 are communicated with each other on specified levels on the communicating passages of communicating pipes 4, and a water level is contrived to be kept constant. Then, an oscillation suppressor 1 for regulating a dimension and the quantity of liquid 3 so that the natural frequency of the liquid 3 stored in the internal section may be equal to the natural frequency of a building, is set on a roof surface 5, and a small quantity of the liquid 3 is run through a top section, and the specified depth is always kept in the vessels 2. As a result, the water level of the liquid can be kept constant.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は容器に入った液体のスロッシング現象を利用し
て建物の振動を抑制する振動抑制装置に関するもので、
住宅その他、比較的低層の建築物を対象としている。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a vibration suppression device that suppresses vibrations of a building by utilizing the sloshing phenomenon of liquid contained in a container.
Targets houses and other relatively low-rise buildings.

〔従来の技術〕[Conventional technology]

動詞振器(ダイナミックダンパー)の一種として、いわ
ゆるスロッシングダンパーがある。スロッシングとはタ
ンク内の液体が地震などにより振動したときに見られる
現象で、内部の液体が共振状態となると、容器の側壁に
大きな力がかかり、構造設計上の問題となっている。ス
ロッシングダンパーはこの現象を逆に有効利用するもの
で、前述の動詞振器として液体容器を用いたものである
A so-called sloshing damper is a type of dynamic damper. Sloshing is a phenomenon that occurs when the liquid inside a tank vibrates due to an earthquake, etc. When the liquid inside resonates, a large force is applied to the side wall of the container, creating a problem in structural design. The sloshing damper makes effective use of this phenomenon, and uses a liquid container as the vibrator mentioned above.

特開昭62−101764号公報にはスロッシングダン
パーの基本原理とともに、構造物の所定位置に構造物の
固有周期と同一の周期で、位相差を伴って振動する液体
を貯留する貯留タンクを設け、この液体の振動によって
構造物の振動を抑制する振動抑制装置が開示されている
JP-A-62-101764 discloses the basic principle of a sloshing damper, as well as providing a storage tank at a predetermined position of a structure to store a liquid that vibrates with a phase difference at the same period as the natural period of the structure. A vibration suppressing device has been disclosed that suppresses the vibration of a structure by the vibration of this liquid.

この改良装置としては特開昭63−40064号公報に
貯留タンクの内面に液体の振動減衰を調整する複数の調
整部材を突出させたものが開示され、特開昭63−18
1866号公報には構造物の壁内に複数の貯留室を設け
、並列する貯留室間に連通路を形成した制振壁構造が開
示されている。また、特開昭63−181866号公報
には上記貯留タンクとして、垂直方向および水平方向に
連設可能な複数個の箱状タンクを用いた振動抑制装置が
開示されて0る。
As this improved device, a device in which a plurality of adjusting members for adjusting the vibration damping of the liquid is protruded from the inner surface of a storage tank is disclosed in Japanese Patent Application Laid-open No. 63-40064, and Japanese Patent Application Laid-Open No. 63-18
Japanese Patent No. 1866 discloses a damping wall structure in which a plurality of storage chambers are provided within the wall of a structure and a communication path is formed between the parallel storage chambers. Further, Japanese Patent Application Laid-Open No. 181866/1986 discloses a vibration suppressing device using a plurality of box-shaped tanks that can be connected in series in the vertical and horizontal directions as the storage tank.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

上述した従来の振動抑制装置は主として高層ビルあるい
は塔状構造物など固有周期の長い建物番こ対する風ある
いは地震による建物の揺れを対象としたもので、振動を
早期に減衰させる効果が大きい。そして、通常、数十c
m〜数mの貯留タンクが1個または複数個設置される。
The above-mentioned conventional vibration suppression devices are mainly intended for buildings with a long natural period, such as high-rise buildings or tower-like structures, and are designed to deal with the shaking of buildings caused by wind or earthquakes, and are highly effective in quickly damping vibrations. And usually several tens of c
One or more storage tanks with a size of 1 to several meters are installed.

しかし、中低層の建物では固有周期が短いため、建物の
固有周期と容器内の液体の固有周期を合わせるためには
、容器の寸法を小さくせざるを得ない。一方、制振効果
を挙げるためには通常、建物の有効質量に対する液体の
有効質量が0,5〜3%程度必要であることから、非常
に多くの容器を設置するごとになる。そのため、建物へ
の固定方法、維持管理、コストなどに関し多くの問題が
生ずる。
However, because the natural period of a medium- to low-rise building is short, the size of the container must be reduced in order to match the natural period of the building and the natural period of the liquid in the container. On the other hand, in order to obtain a vibration damping effect, the effective mass of the liquid is usually required to be about 0.5 to 3% of the effective mass of the building, so a large number of containers are installed. Therefore, many problems arise regarding methods of fixing to buildings, maintenance, costs, etc.

また、周知のようにスロ・ンシングダンノ<−は、建物
の最上階(屋上)に設置するのが一番効率的であるが、
屋上部は一般に防水の関係で勾配があり、1〜かも上述
のように相当数の容器が必要であることから、容器1つ
1つの液体の量を常に一定に保つことは非常に困難であ
る。
In addition, as is well known, it is most efficient to install a suro nsingdanno on the top floor (rooftop) of a building.
Rooftops generally have slopes for waterproofing reasons, and as mentioned above, a considerable number of containers are required, making it extremely difficult to keep the amount of liquid in each container constant. .

本発明は上述のような問題点の解決を図ったものである
The present invention aims to solve the above-mentioned problems.

[課題を解決するための手段] 本発明の中低層建築用連通型振動抑制装置は、装置を構
成する多数個の容器を一体的に成形し、かつ隣接する容
器どうしを所定の位置(高さ)で、連通管あるいはスリ
ット状の連通路などにより連通させ、水位を一定に保つ
ようにしたものである。
[Means for Solving the Problems] The communication type vibration suppressing device for medium and low-rise buildings of the present invention has a large number of containers constituting the device integrally molded, and adjacent containers are arranged at predetermined positions (heights). ), the water level is kept constant by communicating with the water through a communicating pipe or a slit-like communicating path.

また、各容器について、内部に貯留した液体の固有振動
数が建物の固有振動数とほぼ等しくなるよう寸法および
液体の量を調整し、建物の所定位置に設置する。なお、
本発明の装置は特に、屋根などの屋外に設置する場合を
考慮し、多数個の容器の水位を常に一定に保つよう図っ
ている。
Further, the dimensions and amount of liquid are adjusted for each container so that the natural frequency of the liquid stored inside is approximately equal to the natural frequency of the building, and the container is installed at a predetermined position in the building. In addition,
The device of the present invention is designed to keep the water level of a large number of containers constant at all times, especially considering the case where it is installed outdoors such as on a roof.

容器1つの寸法は数cm〜10数cm程度の内径と数c
m程度の深さを有するもので、形状は円筒、多角筒など
が考えられる。無駄な間隙が生じず、最もスペース効率
の高いものは6角形または矩形の平断面を持つ容器であ
る。材料は加工あるいは水密性などの面からはプラスチ
ックが適し、モノコ・ンクにより数十個を一度に°作製
することができる。
The dimensions of one container are an inner diameter of several centimeters to several tens of centimeters and a few centimeters.
It has a depth of about m, and its shape may be a cylinder, a polygonal tube, etc. A container with a hexagonal or rectangular planar cross section is the most space-efficient container with no unnecessary gaps. Plastic is suitable from the viewpoint of processing and watertightness, and dozens of pieces can be made at once using a monochrome kink.

その他、金属あるいはガラスなどを材料とすることも可
能である。内部に貯留する液体としては水が一般的であ
るが、粘性の高い液体や比重の異なる液体、凍結防止の
ための不凍液などを利用することも考えられる。
Other materials such as metal or glass may also be used. Water is generally used as the liquid stored inside, but it is also possible to use liquids with high viscosity, liquids with different specific gravity, antifreeze to prevent freezing, etc.

〔作 用〕[For production]

多数個の容器を一体成形することにより、リブで補強し
たパネル状の集合体が形成され、運搬、据付けを一体と
して行えるだけでなく、変形あるいは転倒に対しても一
体として抵抗する。
By integrally molding multiple containers, a rib-reinforced panel-like assembly is formed that not only can be transported and installed as one unit, but also resists deformation or overturning as one unit.

個々の容器は比較的小さい寸法であるため、貯留した液
体も中低層建築の短い固有周期とほぼ一敗する短い固有
周期で振動し、建物の振動を吸収することができる。こ
のとき、スロッシングダンパーとしての液体の有効質量
は、個々の容器の液体の有効質量の総和として与えられ
る。
Because the individual containers have relatively small dimensions, the stored liquid also vibrates with a short natural period that is almost as short as the short natural period of low- and medium-rise buildings, allowing it to absorb the vibrations of the building. At this time, the effective mass of the liquid as a sloshing damper is given as the sum of the effective masses of the liquid in the individual containers.

また、隣接する容器どうしを連通させたことにより、容
器間に液体の流通性を与え、容器を完全に密閉しなくと
も水位を一定に保つことができる。
Further, by communicating adjacent containers, fluid can flow between the containers, and the water level can be kept constant even if the containers are not completely sealed.

特に、屋根など設置箇所に勾配が有る場合でも、連通位
置を水位に合わせ、最上部から常時少量の水を流すこと
により、容器は常に所定の深度を保ち、装置は一定の固
有周期を有することになる。
In particular, even if the installation location has a slope, such as a roof, by aligning the communication position with the water level and constantly flowing a small amount of water from the top, the container will always maintain a predetermined depth and the device will have a certain natural period. become.

なお、最下部から流れ出る少量の水は屋根上であること
から、特に排水装置を設けずとも既存の排水ドレーンに
流すことができる。また、スロッシングダンパーが本来
的に機能するのは数秒間であるため、水の逸散の影響は
少ない。
In addition, since the small amount of water that flows out from the lowest part is on the roof, it can be drained to the existing drainage drain without the need for a special drainage device. Furthermore, since the sloshing damper essentially functions for a few seconds, the effect of water dissipation is small.

(実施例〕 次に、図示した実施例について説明する。(Example〕 Next, the illustrated embodiment will be described.

第1図は本発明の一実施例を示したもので、本体はプラ
スチック類の矩形、6角形あるいは円形などの窪みを有
する連続体として一体成形され、各窪みが個々の容器2
を構成している。個々の容器2内には水などの液体3が
入っており、容器2の寸法および液体3の深さを調整す
ることにより、容器2内の液体3の振動の固有周期が建
物の固有周期とほぼ一致するようにする。中低層建築物
の場合、この値は前述のように数cm〜10数cm程度
の内径と数cm程度の深さとなる。本実施例ではこの一
体の振動抑制装置lを、第2図に示すように勾配のある
屋根面5上に設置しており、隣接する容器2間には、所
定の高さに小口径の連通管4が設けられている。勾配が
あることから、上側の容器2より溢れ出た液体3は連通
管4を通って、下側の容器2に流れ落ち、最上部より少
量の液体3を補給することにより上側の容器2の水位は
常に連通管4の高さに維持される。最下部の容器2より
溢れ出た液体3は屋根の排水ドレーンを伝わって排水さ
れる。また、装置の機能が損なわれないようM7が設け
られているが、必ずしも密閉する必要はない。容器2の
数としては、液体3の有効質量を建物の有効質量の1%
前後にするためには、個々の容器2を数百あるいは数十
個以上設ける必要がある。なお、円筒状容器を用い、4
階建ての比較的低層の建物(固有振動数2.911z)
を想定した場合の個々の容器の寸法および個数などの一
例を挙げると、内径85mm、水深25mm (水量約
140cc)で、6000個の容器を用い、水量は全体
で約840kgとなる。
FIG. 1 shows an embodiment of the present invention, in which the main body is integrally molded as a continuous body having rectangular, hexagonal, or circular depressions made of plastic, and each depression corresponds to an individual container 2.
It consists of Each container 2 contains a liquid 3 such as water, and by adjusting the dimensions of the container 2 and the depth of the liquid 3, the natural period of vibration of the liquid 3 in the container 2 can be adjusted to match the natural period of the building. Make sure they almost match. In the case of medium- and low-rise buildings, this value is, as described above, an inner diameter of about several centimeters to several tens of centimeters and a depth of about several centimeters. In this embodiment, this integrated vibration suppressing device l is installed on a sloped roof surface 5 as shown in FIG. A tube 4 is provided. Due to the slope, the liquid 3 overflowing from the upper container 2 passes through the communication pipe 4 and flows down to the lower container 2, and by replenishing a small amount of liquid 3 from the top, the water level in the upper container 2 is lowered. is always maintained at the height of the communicating pipe 4. The liquid 3 overflowing from the lowermost container 2 is drained through a drainage drain on the roof. Further, M7 is provided so as not to impair the function of the device, but it does not necessarily need to be sealed. As for the number of containers 2, the effective mass of liquid 3 is 1% of the effective mass of the building.
In order to increase the number of containers 2, it is necessary to provide hundreds or tens of individual containers 2. In addition, using a cylindrical container, 4
A relatively low-rise building (natural frequency 2.911z)
To give an example of the dimensions and number of individual containers assuming that 6000 containers are used, with an inner diameter of 85 mm and a water depth of 25 mm (water volume of approximately 140 cc), the total water volume is approximately 840 kg.

第3図は屋根勾配が急な場合の実施例であり、個々の容
器2の底面が水平となるよう、屋根勾配に合わせて一体
的に成形し、連通管4を個々の容器2の必要水位に合わ
せて穿設しである。
Fig. 3 shows an example in which the roof slope is steep, and the bottoms of the individual containers 2 are formed integrally according to the roof slope so that the bottom surfaces are horizontal, and the communicating pipes 4 are connected to the required water level of the individual containers 2. It is perforated to match.

第4図は逆に屋根勾配が緩やかでほとんど水平の場合の
実施例で、連通管4は同一レベルとなっている。
On the contrary, FIG. 4 shows an embodiment in which the roof slope is gentle and almost horizontal, and the communicating pipes 4 are at the same level.

〔発明の効果] ■ 内部に液体を貯留する多数個の容器を一体的に成形
しであるため、取扱いおよび建物への据付けが容易であ
る。
[Effects of the Invention] ■ Since a large number of containers that store liquid inside are integrally molded, it is easy to handle and install in a building.

■ 隣接する容器を連通させであるため、各容器の水位
を容易に一定に保つことができ、傾斜面に設置する場合
でも連通位置を液体の水位に合わせることにより、装置
の固有周期を所定の値に保つことができる。
■ Since adjacent containers are connected, the water level in each container can be easily maintained at a constant level. Even when installed on an inclined surface, by matching the communication position to the liquid water level, the natural period of the device can be maintained at a specified level. can be kept at a value.

■ 屋外に設置する場合でも、特に容器を密閉しなくと
も、常に少量の液体を補給し、オーバフローさせること
により、水位を一定に保つことができる。
■ Even when installed outdoors, the water level can be kept constant by constantly replenishing a small amount of liquid and allowing it to overflow, even without sealing the container.

■ 多数個の容器が一体的に成形されているため、個々
の容器を設置した場合に比べ、転倒に対する安定性が非
常に高く、勾配がある箇所にも設置できる。
■ Since multiple containers are integrally molded, it is much more stable against overturning than when individual containers are installed, and can be installed even on slopes.

■ 数十個の容器を一度に作製でき、生産コストも低く
抑えることができる。また、容器間の間隙も最小限に抑
えることができ、無駄が少ない。
■ Dozens of containers can be made at once, and production costs can be kept low. Furthermore, the gaps between containers can be minimized, resulting in less waste.

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

第1図は本発明の装置の概要を示す斜視図、第2図は屋
根面に設置した状態を概略的に示した鉛直断面図、第3
図は勾配が急な場合の実施例を示す鉛直断面図、第4図
は勾配がほとんどない場合の実施例を示す鉛直断面図で
ある。
Fig. 1 is a perspective view showing the outline of the device of the present invention, Fig. 2 is a vertical sectional view schematically showing the state installed on a roof surface, and Fig. 3 is a perspective view showing an outline of the device of the present invention.
The figure is a vertical sectional view showing an embodiment where the slope is steep, and FIG. 4 is a vertical sectional view showing an embodiment where there is almost no slope.

Claims (1)

【特許請求の範囲】[Claims] (1)内部に貯留した液体の固有振動数が建物の固有振
動数とほぼ等しくなるよう調整した容器を建物の所定の
位置に設け、該建物の振動を抑制する装置において、多
数個の容器を一体的に成形し、かつ隣接する容器どうし
を所定の位置で連通させ、前記液体の水位を一定に保つ
ようにしたことを特徴とする中低層建築用連通型振動抑
制装置。
(1) In a device for suppressing vibrations of a building, a container adjusted so that the natural frequency of the liquid stored inside is almost equal to the natural frequency of the building is installed at a predetermined position of the building, and a large number of containers are installed at a predetermined position in the building. 1. A communication type vibration suppressing device for medium and low-rise buildings, characterized in that the vibration suppressing device is integrally molded and adjacent containers are communicated with each other at predetermined positions to maintain a constant water level of the liquid.
JP27226488A 1988-10-28 1988-10-28 Communicating type vibration suppressor for medium and low storied building Pending JPH02120469A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27226488A JPH02120469A (en) 1988-10-28 1988-10-28 Communicating type vibration suppressor for medium and low storied building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27226488A JPH02120469A (en) 1988-10-28 1988-10-28 Communicating type vibration suppressor for medium and low storied building

Publications (1)

Publication Number Publication Date
JPH02120469A true JPH02120469A (en) 1990-05-08

Family

ID=17511425

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27226488A Pending JPH02120469A (en) 1988-10-28 1988-10-28 Communicating type vibration suppressor for medium and low storied building

Country Status (1)

Country Link
JP (1) JPH02120469A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63181866A (en) * 1987-01-23 1988-07-27 清水建設株式会社 Vibration damping structure of structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63181866A (en) * 1987-01-23 1988-07-27 清水建設株式会社 Vibration damping structure of structure

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