JP2000017885A - Damping device - Google Patents

Damping device

Info

Publication number
JP2000017885A
JP2000017885A JP10186670A JP18667098A JP2000017885A JP 2000017885 A JP2000017885 A JP 2000017885A JP 10186670 A JP10186670 A JP 10186670A JP 18667098 A JP18667098 A JP 18667098A JP 2000017885 A JP2000017885 A JP 2000017885A
Authority
JP
Japan
Prior art keywords
damping device
damping
guide
inner cylinder
cylinder
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
JP10186670A
Other languages
Japanese (ja)
Other versions
JP3818476B2 (en
Inventor
Keiya Kijimoto
敬哉 雉本
Eiji Kuroda
英二 黒田
Tetsuyuki Kobayashi
哲之 小林
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.)
Sumitomo Construction Co Ltd
Original Assignee
Sumitomo Construction 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 Sumitomo Construction Co Ltd filed Critical Sumitomo Construction Co Ltd
Priority to JP18667098A priority Critical patent/JP3818476B2/en
Publication of JP2000017885A publication Critical patent/JP2000017885A/en
Application granted granted Critical
Publication of JP3818476B2 publication Critical patent/JP3818476B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a damping device displaying a large damping effect by a simple small-sized constitution. SOLUTION: The damping device consists of first and second connecting members 10, 20 mutually joined in a relatively displaceable manner, and the first connecting member 10 is composed of a guide nut 14, in which a guide screw section 10a is formed on the connection side and which is engaged with the guide screw section, and a rotary internal cylinder 16, in which one end section is fixed to the guide nut 14 and the other end section is formed in an internal cylindrical shape as an opening end. The second connecting member 20 is made up of the rotary internal cylinder 16 and a fixed external cylinder 24, in which the guide nut 14 is housed, and a slender body 60 having an outside diameter smaller than the hollow-section inside diameter of the rotary internal cylinder 16 and being extended along the axial direction up to a place having an opening with the guide screw section 10a is installed at the center of the fixed external cylinder 24, and an opening between the fixed external cylinder 24 and the rotary internal cylinder 16 and an opening between the rotary internal cylinder 16 and the slender body 60 are filled with a viscous body 26 for damping.

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、免震構造物等に用
いられ地震等のエネルギーを減衰させる減衰装置に関
し、特に構造が簡単且つ小型で減衰効果の大きい減衰装
置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a damping device used for a base-isolated structure or the like for damping energy such as an earthquake, and more particularly to a damping device having a simple structure, a small size and a large damping effect.

【0002】[0002]

【従来の技術】一般に、減衰装置は、相対変位する2点
(物体)間に装着され、一方の振動源側から他方の制振
物体側へ伝達される振動エネルギーを熱エネルギーに変
換消失することにより減衰効果を達成するよう構成され
ている。
2. Description of the Related Art In general, a damping device is mounted between two points (objects) that are relatively displaced, and converts vibration energy transmitted from one vibration source side to the other vibration damping object side into heat energy and disappears. To achieve the damping effect.

【0003】前記、一般通常の減衰装置は、装置内に形
成される粘性体チャンバ内に、振動に伴って発生される
相対変位部分を収容することにより、その粘性摩擦抵抗
を利用して減衰効果を達成するように構成されており、
この場合、前記相対変位部分の相対変位量は実際の変位
量(相対変位する2点間の変位量)より増幅手段を介し
て増幅されるよう構成されている。従って、減衰効果も
増大させることができる。因みに、減衰効果は、相対変
位(動作)する2部分の間の対向面積の1乗および相対
速度のα乗に比例する。
[0003] The above-mentioned general damping device accommodates a relative displacement portion generated by vibration in a viscous chamber formed in the device, so that a damping effect is obtained by utilizing the viscous friction resistance. Are configured to achieve
In this case, the relative displacement amount of the relative displacement portion is configured to be amplified via an amplifying means from the actual displacement amount (displacement amount between two relatively displaced points). Therefore, the damping effect can be increased. Incidentally, the damping effect is proportional to the first power of the facing area between the two parts that perform relative displacement (movement) and the α power of the relative speed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前述し
た従来の減衰装置には、次に述べるような難点があっ
た。すなわち、前記従来の減衰装置は、前述のように、
相対変位部分を増幅する手段を有するのが一般である
が、この変位増幅手段は、通常ヒンジ・ジョイント機構
で連結されるテコ手段から構成されていた。このような
テコ手段は、その増幅倍率(相対変位間の対向面積およ
び相対速度の増大比率)が充分でなく、しかも構成が複
雑で減衰装置を大型化すると共に作動精度を低下する難
点を有していた。また、この種の減衰装置において、粘
性体チャンバ内の粘性体の中心部分が利用されず減衰効
果の小さいものもあった。
However, the above-mentioned conventional damping device has the following drawbacks. That is, the conventional damping device is, as described above,
It is common to have a means for amplifying the relative displacement portion, but this displacement amplifying means usually comprises lever means connected by a hinge joint mechanism. Such lever means has the disadvantage that the amplification magnification (the ratio of increase in the facing area between the relative displacements and the relative speed) is not sufficient, and the structure is complicated, the damping device becomes large, and the operating accuracy is reduced. I was Further, in this type of damping device, there is a damping device having a small damping effect because the central portion of the viscous body in the viscous body chamber is not used.

【0005】そこで、本発明の目的は、簡単小形な構成
でしかも大きな増幅倍率を達成しえる変位増幅手段、す
なわち簡単小形な構成でしかも大きな変位増幅倍率を得
ることで、また中心部の粘性体を利用することにより、
大きな減衰効果を発揮する減衰装置を提供することにあ
る。
Accordingly, an object of the present invention is to provide a displacement amplification means which can achieve a large amplification factor with a simple and compact configuration, that is, to obtain a large displacement amplification factor with a simple and small configuration, and to provide a viscous material at the center. By using
An object of the present invention is to provide a damping device exhibiting a large damping effect.

【0006】[0006]

【課題を解決するための手段】先の目的を達成するため
に、本発明に係る減衰装置は、相対変位可能に互いに接
続される第1および第2の連結部材からなり、この第1
の連結部材は、少なくともその接続側に案内ねじ部が形
成され、この案内ねじ部に係合すると共に案内ねじ部と
の相対変位に基づき案内ねじ部上を回転摺動するよう軸
支される案内ナットと、前記案内ねじ部より大きな径を
有すると共にこの径より充分大きな軸方向長さとを有
し、前記案内ナットに一端部が固着され他端部が開放端
である円筒形状の回転内筒とからなり、前記第2の連結
部材は、前記回転内筒および案内ナットを収容する固定
外筒からなり、少なくとも前記固定外筒の内壁と前記回
転内筒との間隙に減衰用の粘性体が充填された減衰装置
であり、前記固定外筒の中心に前記回転内筒の中空部内
径より小さな外径を有し、且つ前記案内ナット回転時に
案内ねじ部と間隔を有する位置まで軸方向に沿って延在
する細長体を有すると共に、回転内筒の内壁と細長体と
の間隙に減衰用の粘性体を充填することを特徴とする。
In order to achieve the above object, a damping device according to the present invention comprises first and second connecting members connected to each other so as to be relatively displaceable.
A guide screw portion is formed at least on the connection side of the connecting member, and the guide member is engaged with the guide screw portion and is rotatably slid on the guide screw portion based on relative displacement with the guide screw portion. A nut, a cylindrical inner rotating cylinder having a diameter larger than the guide screw portion and having an axial length sufficiently larger than the diameter, one end of which is fixed to the guide nut, and the other end of which is an open end; The second connecting member is composed of a fixed outer cylinder that houses the rotating inner cylinder and the guide nut, and at least a gap between the inner wall of the fixed outer cylinder and the rotating inner cylinder is filled with a viscous material for damping. It is a damping device, having an outer diameter smaller than the inner diameter of the hollow portion of the rotating inner cylinder at the center of the fixed outer cylinder, and along the axial direction to a position having an interval with the guide screw portion when the guide nut rotates. With elongated body extending Together, characterized in that to fill the viscous body for attenuation in the gap between the inner wall and the elongated body of the rotating inner cylinder.

【0007】この場合、細長体は円柱棒または多角柱棒
に構成されるようにしてもよく、細長体表面に突起物を
設けるように構成してもよい。前記した減衰装置を建築
構造物における構造枠体の対向角部間に、あるいは建築
構造物における基礎とこの基礎上の建築構造物との間に
圧縮または引張り可能に配設するように構成してもよ
い。
In this case, the elongated body may be constituted by a cylindrical rod or a polygonal rod, or a projection may be provided on the surface of the elongated body. The above-mentioned damping device is configured to be disposed between the opposing corners of the structural frame in the building structure or between the foundation in the building structure and the building structure on the foundation so as to be compressible or tensionable. Is also good.

【0008】本発明に係る減衰装置は、その変位増幅手
段が、第1の連結部材の案内ねじ部に螺合する案内ナッ
トで回転摺動される回転内筒から形成されている。従っ
て、変位増幅手段の前述した相対速度増大比率Nは、下
記式 N=πD/р 但し、pは案内ねじ部のねじピッチ Dは回転内筒の外径 において、pおよびDを適宜の値に設定することにより
適宜充分な大きさに選定することができる。仮に、pお
よびDを2および10cmに設定するとNは15.7倍に
増幅される。この場合、前記減衰装置を45度方向のブ
レースとして使用すると前記Nは更に22.2倍に増幅
される。
[0008] In the damping device according to the present invention, the displacement amplifying means is formed of a rotating inner cylinder which is rotatably slid with a guide nut screwed into a guide screw portion of the first connecting member. Therefore, the relative speed increase ratio N of the displacement amplifying means is given by the following equation: N = πD / р where p is the thread pitch of the guide screw portion D is the outer diameter of the rotating inner cylinder, and p and D are set to appropriate values. By setting, the size can be appropriately selected. If p and D are set to 2 and 10 cm, N is amplified 15.7 times. In this case, when the damping device is used as a brace in a 45-degree direction, the N is further amplified by 22.2 times.

【0009】また、同じく前述した相対変位する対向面
積Aも、回転内筒の前記外径Dおよび長さLを適宜の値
に設定することにより同じく適宜充分な大きさに選定さ
れることができる。更に、回転内筒中空部と細長体とが
有する対向面積により、更に大きな減衰効果を発揮する
ことが可能となる。なお、これらによって達成される前
記減衰装置の減衰効果は、後述する実施例において更に
詳述される。しかも、この変位増幅手段は、ねじ−ナッ
ト機構であるため、簡単且つ小形に構成されることがで
きる。すなわち、本発明に係る減衰装置は、その優れた
特性から簡単且つ小形に構成することができると共に、
充分大きな減衰効果を発揮することができる。
Also, the above-mentioned opposed area A for relative displacement can be similarly set to a sufficient size by setting the outer diameter D and the length L of the rotary inner cylinder to appropriate values. . Further, the opposing area of the hollow portion of the rotating inner cylinder and the elongated body can exhibit a greater damping effect. Note that the damping effect of the damping device achieved by these will be described in more detail in the embodiments described later. Moreover, since the displacement amplifying means is a screw-nut mechanism, it can be configured simply and compactly. That is, the damping device according to the present invention can be simply and small-sized due to its excellent characteristics,
A sufficiently large damping effect can be exhibited.

【0010】次に、本発明に係る減衰装置の一実施例を
添付図面を参照して以下詳細に説明する。図1におい
て、本発明に係る減衰装置50は、相対変位する2点L
1、L2間を連結するよう互いに接続される第1および第
2の連結部材10および20からなり、これら両連結部
材10、20は、それぞれの一端部を前記2点L1、L2
の1つにそれぞれ固定される。第1の連結部材10は、
その接続側に案内ねじ部10aが形成され、このねじ部
10a上には、ボールベアリング12を介して螺合され
る案内ナット14と、案内ねじ部10aより大きな径を
有すると共にこの径より充分大きな軸方向長さとを有
し、案内ナット14に一端部が固着され他端部が開放端
である円筒形状の回転内筒16とからなる。
Next, an embodiment of the damping device according to the present invention will be described in detail with reference to the accompanying drawings. In FIG. 1, a damping device 50 according to the present invention has two points L which are relatively displaced.
The first and second connecting members 10 and 20 are connected to each other so as to connect the first and second connecting members L1, L2.
Respectively. The first connecting member 10 includes:
A guide screw portion 10a is formed on the connection side. On this screw portion 10a, a guide nut 14 screwed via a ball bearing 12 and a diameter larger than the guide screw portion 10a and sufficiently larger than this diameter are provided. A rotating inner cylinder 16 having an axial length, one end of which is fixed to the guide nut 14 and the other end of which is an open end.

【0011】第2の連結部材20は、その接続側を回転
内筒16および案内ナット14を収容するチャンバ22
を有する固定外筒24からなり、固定外筒24の中心に
軸方向に沿って細長体60を延在させ、チャンバ22内
には減衰用の粘性体26を充填するよう構成する。細長
体60は回転内筒16の中空部内径より小さな外径を有
し、且つ、案内ナット14が回転する時に案内ねじ部1
0aと間隔61を有する位置まで延在する。減衰装置5
0は前記したように概略円柱形をしており、減衰棒と称
されることもある。
The second connecting member 20 has a connecting side connected to a chamber 22 for accommodating the rotating inner cylinder 16 and the guide nut 14.
The elongated body 60 extends in the center of the fixed outer cylinder 24 along the axial direction, and the chamber 22 is filled with the damping viscous body 26. The elongated body 60 has an outer diameter smaller than the inner diameter of the hollow portion of the rotating inner cylinder 16 and, when the guide nut 14 rotates, the guide screw portion 1.
0a and a position having an interval 61. Damping device 5
0 has a substantially cylindrical shape as described above, and may be referred to as a damping bar.

【0012】ここで、回転内筒16は、一端部が案内ナ
ット14に固着され他端部が開放端であり、案内ナット
14は固定外筒24の開放端に固定されるケーシング3
2内に収納され、ケーシング32の上下両対接面にそれ
ぞれボールベアリング28、30を配設されている。こ
のため、回転内筒16は2点L1、L2間の相対変位から
発生される圧縮および引張りの両荷重に対応して、案内
ナット14を介して案内ねじ部10a上を回転且つ図示
上下方向へ摺動するよう軸支されている。
The rotating inner cylinder 16 has one end fixed to the guide nut 14 and the other end open. The guide nut 14 is fixed to the open end of the fixed outer cylinder 24.
2, and ball bearings 28 and 30 are disposed on both upper and lower contact surfaces of the casing 32, respectively. For this reason, the rotating inner cylinder 16 rotates on the guide screw portion 10a via the guide nut 14 and moves in the vertical direction in the drawing in response to both the compressive and tensile loads generated from the relative displacement between the two points L1 and L2. It is supported so as to slide.

【0013】以下、本発明の減衰装置の減衰効果につい
て詳細に説明する。減衰装置50を、建築構造物72の
2点L1、L2間に架設するよう配置した模式説明図(図
2)、および概略切欠断面図(図3)において、 建築構造物の卓越(基本)振動数 n(Hz) 減衰装置50の軸方向変形(最大) d(cm) 案内ねじ部10aのねじピッチ p(cm) 片振幅時間Δt(=1/2n)内の回転数 m=d/p 回転内筒16の回転数(1秒間) f=2dn/p 細長体60の外径 DH(cm) 回転内筒16の内径 DK(cm) 回転内筒16と細長体60の対向部長さ L(cm) 回転内筒16内表面の細長体60との対向部の 表面積 A=πDHL とすると、回転内筒16の内表面の角速度ω(rad/se
c)は、下記式(1) ω=2πf=4πdn/p (1) によって、また、回転内筒16の内周速度v(cm/se
c)は、下記式(2) v=2πdnDK/p (2) によって、それぞれ表される。このような減衰装置にお
いて、その粘性体による減衰力Qd(kg)は一般に、下
記式(3) Qd=a・μ・(dv/dy)α・A (3) 但し、a:係数 μ:粘性体の粘度(kg・sec/cm2) dv:2面(回転内筒16内面と細長体60外面)間の
速度差(cm/sec) dy:2面(回転内筒16内面と細長体60外面)間の
隙間(cm) A:2面(回転内筒16内面と細長体60外面)間の対
向面積(cm2) で与えられるので、単位隙間(1cm)当たりの減衰力
は、上記式(3)に前記式(2)を代入して得られる下
記式(4) Qd=a・μ・A・(2πdnDK/p)α (4) から算定することができる。
Hereinafter, the damping effect of the damping device of the present invention will be described in detail. In the schematic explanatory view (FIG. 2) and the schematic cutaway sectional view (FIG. 3) in which the damping device 50 is arranged between the two points L1 and L2 of the building structure 72, the predominant (basic) vibration of the building structure Number n (Hz) Axial deformation of damping device 50 (maximum) d (cm) Screw pitch of guide screw portion 10a p (cm) Number of rotations within one-half amplitude time Δt (= 1 / n) m = d / p rotation Number of rotations of the inner cylinder 16 (for one second) f = 2dn / p Outer diameter of the elongated body 60 D H (cm) Inner diameter of the rotating inner cylinder 16 D K (cm) Length L of the facing portion between the rotating inner cylinder 16 and the elongated body 60 L (Cm) Assuming that the surface area of the portion of the inner surface of the rotating inner cylinder 16 facing the elongated body 60 is A = πD H L, the angular velocity ω (rad / se
c) is given by the following equation (1), ω = 2πf = 4πdn / p (1), and the inner peripheral velocity v (cm / se
c) is represented by the following equation (2) and v = 2πdnD K / p (2), respectively. In such a damping device, the damping force Qd (kg) by the viscous body is generally expressed by the following equation (3): Qd = a · μ · (dv / dy) α · A (3) where a: coefficient μ: viscosity Body viscosity (kg · sec / cm 2 ) dv: Velocity difference (cm / sec) between two surfaces (the inner surface of the rotating inner cylinder 16 and the outer surface of the elongated body 60) dy: Two surfaces (the inner surface of the rotating inner cylinder 16 and the elongated body 60) Aperture (cm) A: Since it is given by the facing area (cm 2 ) between two surfaces (the inner surface of the rotating inner cylinder 16 and the outer surface of the elongated body 60), the damping force per unit clearance (1 cm) is given by the above equation. can be calculated from the formula (2) formula obtained by substituting the (3) (4) Qd = a · μ · a · (2πdnD K / p) α (4).

【0014】ここで、実験結果として下記概算値 a:0.0843(μ30)−0.483 (但しμ30は温度
30℃の時の粘性体の粘度) μ:7.1(μ30)0.88・e−0.07t(但しtは温度
℃) α:0.94 が得られており、すなわち簡略化された関係式として下
記式(5)
Here, as experimental results, the following approximate values a: 0.0843 (μ30) −0.483 (where μ30 is the viscosity of the viscous material at a temperature of 30 ° C.) μ: 7.1 ( μ30 ) 0.88 · e− 0.07 t (where t is temperature (° C.)) α: 0.94 is obtained, that is, the following equation (5) is obtained as a simplified relational equation.

【数1】 が得られている。前記(1),(2)から仮に n=1(Hz) d=5(cm) p=0.5(cm) DK=10(cm) DH= 8(cm) L=100(cm) dy=1(cm) μ30=100poise=1/(9.8×103)(kg・sec
/cm2) t=20(℃) とすると、すなわち f=2dn/p=20(rps) A=πDHL=π×8×100=2513(cm2) v=2πdnDK/p=2×π×5×1×10/0.5
=628(cm/sec) の場合を想定すると、前記減衰力Qdは、上記式(5)
から、下記の様に算定される。
(Equation 1) Has been obtained. From the above (1) and (2), suppose n = 1 (Hz) d = 5 (cm) p = 0.5 (cm) DK = 10 (cm) DH = 8 (cm) L = 100 (cm) dy = 1 (cm) μ30 = 100 poise = 1 / (9.8 × 10 3 ) (kg · sec)
/ Cm 2) t = 20 (When ° C.), i.e. f = 2dn / p = 20 ( rps) A = πD H L = π × 8 × 100 = 2513 (cm 2) v = 2πdnD K / p = 2 × π × 5 × 1 × 10 / 0.5
= 628 (cm / sec), the damping force Qd is calculated by the above equation (5).
Is calculated as follows.

【0015】[0015]

【数2】 すなわち、本発明の細長体60を回転内筒16の内側に
軸方向に延在させる減衰装置によれば、直径8cmおよび
対向部長さ100cmの細長体を用いて約3.2tonの
大きな減衰力を得られることがわかる。従来の減衰装置
においては、中心部の粘性体は静止しており、この減衰
力を利用していなかった。
(Equation 2) That is, according to the damping device of the present invention in which the elongated body 60 is axially extended inside the rotary inner cylinder 16, a large damping force of about 3.2 ton is obtained by using the elongated body having a diameter of 8 cm and a length of the opposing portion of 100 cm. It can be seen that it can be obtained. In the conventional damping device, the viscous body at the center is stationary, and this damping force is not used.

【0016】ここで、前記と同一諸条件下で、回転内筒
16外面と固定外筒24内面の対向する面間に発生する
減衰力を算定してみる。 回転内筒16外面と固定外筒24内面の対向部表面積を
A′ 回転内筒16外面と固定外筒24内面間の速度差を
v′ 回転内筒16と固定外筒24の対向部長さ L′ 回転内筒の外径を D として、 L′=100(cm) D= 10(cm)とす
ると、前記算出式より A′=πDL′=π×10×100=3141(cm2) v′=2πdnD/p=2×π×5×1×10/0.5
=628(cm/sec) dy′:2面(固定外筒24内面と回転内筒16外面)
間の間隙とし、dy′=1(cm)とすると減衰力は
(5)式より以下のように算出される。
Here, the damping force generated between the opposing surfaces of the inner surface of the rotating inner cylinder 16 and the inner surface of the fixed outer cylinder 24 under the same conditions as above will be calculated. The surface area of the facing portion between the outer surface of the rotating inner cylinder 16 and the inner surface of the fixed outer cylinder 24 is represented by A '
v ′ Length of the facing portion between the rotating inner cylinder 16 and the fixed outer cylinder 24 L ′ Assuming that the outer diameter of the rotating inner cylinder is D, L ′ = 100 (cm) and D = 10 (cm), A ′ = πDL ′ = π × 10 × 100 = 3141 (cm 2 ) v ′ = 2πdnD / p = 2 × π × 5 × 1 × 10 / 0.5
= 628 (cm / sec) dy ': 2 surfaces (the inner surface of the fixed outer cylinder 24 and the outer surface of the rotating inner cylinder 16)
If dy '= 1 (cm), the damping force is calculated from equation (5) as follows.

【0017】[0017]

【数3】 となり、約4tonの大きな減衰力を得られる。(Equation 3) Thus, a large damping force of about 4 tons can be obtained.

【0018】このように、上記のような減衰装置におい
て、回転内筒16外面と固定外筒24内面間の粘性体に
より、約4tonの大きな減衰力が得られ、さらに、本
発明の細長体60を軸方向に延在させることで、合計約
7.2tonの減衰力を得られる。
As described above, in the above-described damping device, a large damping force of about 4 tons is obtained by the viscous material between the outer surface of the rotating inner cylinder 16 and the inner surface of the fixed outer cylinder 24. Further, the elongated body 60 of the present invention is obtained. By extending in the axial direction, a total damping force of about 7.2 tons can be obtained.

【0019】このように、本発明に係る減衰装置によれ
ば、ねじ部の直線変位を回転運動に変換する簡単且つ小
形な構成で、従来のこの種の減衰装置に比較し極めて大
きな減衰効果を容易に達成することができる。また、こ
の減衰装置は、比較的構造物の大きさを選ばずに容易に
適用されると共に、圧縮および引張りの両荷重に対して
適用される利点を併せ有する。
As described above, according to the damping device according to the present invention, a simple and small configuration for converting the linear displacement of the screw portion into a rotary motion can provide an extremely large damping effect as compared with a conventional damping device of this kind. It can be easily achieved. In addition, this damping device has an advantage that it can be applied relatively easily regardless of the size of the structure and can be applied to both compressive and tensile loads.

【0020】なお、本発明の減衰装置50の軸方向に延
在する細長体は、種々に変更されることができ、以下に
その変形例を示す。図4(a)に示す実施形態は、多角
柱として6角柱の棒から形成された細長体62の例を示
している。図4(b)に示す変形例は、図1に示す実施
形態における回転内筒16に被覆される細長体60の表
面に、突起物66を形成された細長体64である。な
お、この2つの実施形態においても、先の実施形態と同
様の作用、効果が発揮されることは明らかである。
The elongated body extending in the axial direction of the damping device 50 according to the present invention can be variously modified, and modifications thereof will be described below. The embodiment shown in FIG. 4A shows an example of an elongated body 62 formed from a hexagonal prism rod as a polygonal prism. The modification shown in FIG. 4B is an elongated body 64 in which a projection 66 is formed on the surface of an elongated body 60 covered by the rotating inner cylinder 16 in the embodiment shown in FIG. It is apparent that the same operation and effect as those of the previous embodiment can be achieved in these two embodiments.

【0021】また、本発明に係る減衰装置は、前述した
ように、比較的大きな構造物にも小さな組立物にも広く
適用される。次に、本発明に係る減衰装置を建築構造物
に適用した場合の実施例について以下説明する。
Further, as described above, the damping device according to the present invention is widely applied to both relatively large structures and small assemblies. Next, an example in which the damping device according to the present invention is applied to a building structure will be described below.

【0022】図5〜7の適用例において、減衰装置50
は建築構造物72の構造枠体74における対向角部の取
付プレート74a、74bの間にそれぞれ連結部材1
0、20を介して圧縮および引張り可能に配設されてい
る。従って、地震等で発生する構造枠体74の歪み変位
によって伸縮される減衰装置50の減衰効果により構造
枠体74内の前記歪みエネルギーが吸収されて、建築構
造物72の振動が有効に制振され得る。このように、本
発明に係る減衰装置によれば、前述したように、簡単且
つ、小形に構成されると共に充分に大きな減衰効果を発
揮することができる。
In the application example of FIGS.
Is a connecting member 1 between mounting plates 74a and 74b at opposite corners of the structural frame 74 of the building structure 72.
It is arranged so that it can be compressed and pulled via 0,20. Accordingly, the strain energy in the structural frame 74 is absorbed by the damping effect of the damping device 50 which expands and contracts due to the strain displacement of the structural frame 74 generated by an earthquake or the like, and the vibration of the building structure 72 is effectively damped. Can be done. As described above, according to the damping device according to the present invention, as described above, the damping device can be simply and small-sized, and can exhibit a sufficiently large damping effect.

【0023】図8の適用例においては、減衰装置50は
基礎76と、この基礎上76上に免震パッド78、78
を介して支持される建築構造物80との間に、それぞれ
の支持柱76aおよび80aを介して圧縮および引張り
可能に配設されている。従って地震等により発生される
基礎76と建築構造物80との間の水平方向の相対変位
によって、伸縮される減衰装置50の減衰効果により、
基礎76と建築構造物80との間の水平方向の相対変位
エネルギーが吸収されて、建築構造物80の振動が有効
に減衰される。
In the application example of FIG. 8, the damping device 50 includes a base 76 and a base isolation pad 78, 78 on the base 76.
And the building structure 80 supported via the support columns 76a and 80a so as to be compressible and tensile. Therefore, due to the relative displacement in the horizontal direction between the foundation 76 and the building structure 80 generated by an earthquake or the like, the damping effect of the damping device 50 expanded and contracted,
The horizontal relative displacement energy between the foundation 76 and the building structure 80 is absorbed, and the vibration of the building structure 80 is effectively attenuated.

【0024】以上、本発明を好適な一実施例について説
明したが、本発明は前記実施例に限定されることなく、
その精神を逸脱しない範囲内において多くの改良変更が
可能である。例えば、細長体は円柱棒の例を示したが、
パイプ状の棒で構成してもよく、減衰装置内のボールベ
アリングは、適宜別の軸支手段に変更し得る。
Although the present invention has been described with reference to a preferred embodiment, the present invention is not limited to the above-described embodiment.
Many modifications can be made without departing from the spirit thereof. For example, the slender body shows an example of a cylindrical rod,
It may be constituted by a pipe-shaped rod, and the ball bearing in the damping device may be appropriately changed to another bearing means.

【0025】[0025]

【発明の効果】以上説明したように、本発明に係る減衰
装置は、相対変位可能に互いに接続される第1および第
2の連結部材からなり、この第1の連結部材は、少なく
ともその接続側に案内ねじ部が形成され、この案内ねじ
部に係合すると共に案内ねじ部との相対変位に基づき案
内ねじ部上を回転摺動するよう軸支される案内ナット
と、前記案内ねじ部より大きな径を有すると共にこの径
より充分大きな軸方向長さを有し他端部が開放端であ
り、前記案内ナットに一端部が固着されこの案内ナット
を介して回転摺動可能に挿着される回転内筒とからな
り、前記第2の連結部材は、前記回転内筒および案内ナ
ットを収容する固定外筒からなり、固定外筒内面には、
回転内筒中空部に被覆され軸方向に沿って細長体が延在
すると共に、少なくとも前記固定外筒の内壁と前記回転
内筒、および回転内筒の内壁と細長体との間隙に、減衰
用の粘性体を充填するよう構成した。すなわち、本発明
の前記減衰装置は、その減衰機構が案内ねじ部の直線変
位を回転内筒の回転摺動運動に変換するように構成され
るので、その変位変換倍率(相対速度増大比率等)が、
従来のこの種の装置に比較して大幅に増大される。従っ
て、本発明の減衰装置によれば、簡単且つ小形な構成で
しかも大きな減衰効果が容易に達成し得る。
As described above, the damping device according to the present invention comprises the first and second connecting members which are connected to each other so as to be relatively displaceable, and the first connecting member is provided at least on the connection side thereof. A guide nut engaged with the guide screw and rotatably slidable on the guide screw based on relative displacement with the guide screw; and a guide nut larger than the guide screw. A rotation having a diameter and an axial length sufficiently larger than this diameter, the other end being an open end, one end being fixed to the guide nut and being rotatably slidably inserted through the guide nut. The second connecting member is composed of a fixed outer cylinder that houses the rotating inner cylinder and the guide nut, and the inner surface of the fixed outer cylinder includes:
The elongated body extends in the axial direction and is covered with the hollow portion of the rotating inner cylinder, and at least a gap between the inner wall of the fixed outer cylinder and the rotating inner cylinder, and a gap between the inner wall of the rotating inner cylinder and the elongated body, It was configured to be filled with a viscous material. That is, in the damping device of the present invention, since the damping mechanism is configured to convert the linear displacement of the guide screw portion into the rotational sliding motion of the rotating inner cylinder, the displacement conversion magnification (relative speed increase ratio and the like). But,
It is greatly increased compared to conventional devices of this kind. Therefore, according to the damping device of the present invention, it is possible to easily achieve a large damping effect with a simple and small configuration.

【0026】本発明に係る減衰装置を、建築構造物にお
ける構造枠体の対向角部間に圧縮または引張り可能に配
設すると、その減衰装置が前述したように簡単且つ小形
に構成されると共に十分な減衰力を発揮することができ
るので、建築構造物の振動等を効率よく減衰させること
ができる。また、本発明に係る減衰装置を、建築構造物
における基礎とこの基礎上の構造物との間に圧縮または
引張り可能に配設すると、その減衰装置が前述したよう
に簡単且つ小形に構成されると共に十分な減衰力を発揮
することができるので、基礎と建築構造物との間の振動
等を効率よく減衰させることができる。
When the damping device according to the present invention is disposed between the opposing corners of the structural frame of the building structure so as to be able to be compressed or pulled, the damping device can be constructed simply and compactly as mentioned above, Since it is possible to exert a great damping force, it is possible to efficiently attenuate vibrations and the like of the building structure. Further, when the damping device according to the present invention is disposed between a foundation in a building structure and a structure on the foundation so as to be able to be compressed or pulled, the damping device is configured simply and compactly as described above. Together with a sufficient damping force, vibrations and the like between the foundation and the building structure can be efficiently damped.

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

【図1】本発明に係る減衰装置の一実施例を示す断面図
である。
FIG. 1 is a sectional view showing one embodiment of a damping device according to the present invention.

【図2】本発明に係る減衰装置を建築構造物の2位置間
に架設するよう配置した模式的説明図である。
FIG. 2 is a schematic explanatory view in which the damping device according to the present invention is disposed so as to be installed between two positions of a building structure.

【図3】図2における一部切欠断面図である。FIG. 3 is a partially cutaway sectional view in FIG. 2;

【図4】(a)は多角柱の棒で形成された細長体の実施
形態の斜視図、(b)は円柱の棒で形成された細長体に
突起を設けた他の実施形態の斜視図である。
FIG. 4A is a perspective view of an embodiment of an elongated body formed of a polygonal rod, and FIG. 4B is a perspective view of another embodiment in which a projection is provided on an elongated body formed of a cylindrical rod. It is.

【図5】建築構造物における構造枠体の対向角部間に、
本発明に係る減衰装置を適用する場合の概略正面図であ
る。
FIG. 5 is a diagram showing a space between opposed corners of a structural frame in a building structure.
It is a schematic front view at the time of applying the damping device concerning this invention.

【図6】図5におけるA部拡大図である。FIG. 6 is an enlarged view of a portion A in FIG.

【図7】図5におけるB部拡大図である。FIG. 7 is an enlarged view of a portion B in FIG.

【図8】建築構造物における基礎と建築構造物との間
に、本発明に係る減衰装置を適用する場合の概略構成図
である。
FIG. 8 is a schematic configuration diagram in a case where the damping device according to the present invention is applied between a foundation and a building structure in the building structure.

【符号の説明】[Explanation of symbols]

10 第1の連結部材 10a 案内ねじ部 12 ボールベアリング 14 案内ナット 16 回転内筒 20 第2の連結部材 22 チャンバ 24 固定外筒 26 粘性体 28、30 ボールベアリング 32 ケーシング 50 減衰装置 60、62、64 細長体 61 間隔 66 突起物 72 建築構造物 74 構造枠体 76 基礎 78 免震パッド 80 建築構造物 DESCRIPTION OF SYMBOLS 10 1st connection member 10a Guide screw part 12 Ball bearing 14 Guide nut 16 Rotating inner cylinder 20 2nd connection member 22 Chamber 24 Fixed outer cylinder 26 Viscous body 28, 30 Ball bearing 32 Casing 50 Damping device 60, 62, 64 Slender body 61 Spacing 66 Projection 72 Building structure 74 Structural frame 76 Foundation 78 Seismic isolation pad 80 Building structure

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 3J048 AA05 AB01 AC01 BE04 CB21 EA38 3J069 AA69 DD47 EE35  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 3J048 AA05 AB01 AC01 BE04 CB21 EA38 3J069 AA69 DD47 EE35

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 相対変位可能に互いに接続される第1お
よび第2の連結部材からなり、この第1の連結部材は、
少なくともその接続側に案内ねじ部が形成され、この案
内ねじ部に係合すると共に案内ねじ部との相対変位に基
づき案内ねじ部上を回転摺動するよう軸支される案内ナ
ットと、前記案内ねじ部より大きな径を有すると共にこ
の径より充分大きな軸方向長さとを有し、前記案内ナッ
トに一端部が固着され他端部が開放端である円筒形状の
回転内筒とからなり、前記第2の連結部材は、前記回転
内筒および案内ナットを収容する固定外筒からなり、少
なくとも前記固定外筒の内壁と前記回転内筒との間隙に
減衰用の粘性体が充填された減衰装置であり、 前記固定外筒の中心に前記回転内筒の中空部内径より小
さな外径を有し、且つ、前記案内ナット回転時に案内ね
じ部と間隔を有する位置まで軸方向に沿って延在する細
長体を有すると共に、回転内筒の内壁と前記細長体との
間隙に減衰用の粘性体を充填することを特徴とする減衰
装置。
1. A vehicle comprising a first and a second connecting member connected to each other so as to be relatively displaceable, the first connecting member comprising:
A guide nut formed at least on a connection side thereof, the guide nut being engaged with the guide screw and rotatably slidable on the guide screw based on a relative displacement with the guide screw; A cylindrical rotating inner cylinder having a diameter larger than the threaded portion and having an axial length sufficiently larger than this diameter, one end of which is fixed to the guide nut, and the other end of which is an open end; The connecting member of No. 2 is a damping device including a fixed outer cylinder that houses the rotating inner cylinder and the guide nut, and at least a gap between the inner wall of the fixed outer cylinder and the rotating inner cylinder is filled with a viscous material for damping. An elongated shape having an outer diameter smaller than the inner diameter of the hollow portion of the rotating inner cylinder at the center of the fixed outer cylinder, and extending along the axial direction to a position having a distance from the guide screw portion when the guide nut rotates. Have body and rotate A damping device characterized by filling a gap between an inner wall of an inner cylinder and the elongated body with a viscous body for damping.
【請求項2】 前記細長体は円柱の棒または多角柱の棒
で形成されることを特徴とする請求項1記載の減衰装
置。
2. The damping device according to claim 1, wherein the elongated body is formed of a cylindrical rod or a polygonal rod.
【請求項3】 前記細長体表面に、突起物を設けること
を特徴とする請求項1または2に記載の減衰装置。
3. The attenuation device according to claim 1, wherein a projection is provided on the surface of the elongated body.
【請求項4】 建築構造物における構造枠体の対向角部
間に圧縮または引張り可能に配設することを特徴とする
請求項1乃至3のいずれかに記載の減衰装置。
4. The damping device according to claim 1, wherein the damping device is arranged between the opposite corners of the structural frame in the building structure so as to be able to be compressed or pulled.
【請求項5】 建築構造物における基礎とこの基礎上の
建築構造物との間に圧縮または引張り可能に配設するこ
とを特徴とする請求項1乃至3のいずれかに記載の減衰
装置。
5. The damping device according to claim 1, wherein the damping device is disposed between the foundation in the building structure and the building structure on the foundation so as to be capable of being compressed or pulled.
JP18667098A 1998-07-01 1998-07-01 Attenuator Expired - Fee Related JP3818476B2 (en)

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JP2000017885A true JP2000017885A (en) 2000-01-18
JP3818476B2 JP3818476B2 (en) 2006-09-06

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ID=16192617

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Country Status (1)

Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1201960A1 (en) * 2000-05-31 2002-05-02 Thk Co., Ltd. Damping device
WO2003071052A1 (en) * 2002-02-21 2003-08-28 Oiles Corporation Vibration absorber, and vibration control structure using the same
JP2004239411A (en) * 2003-02-07 2004-08-26 Sumitomo Mitsui Construction Co Ltd Attenuator
KR101171876B1 (en) 2010-05-11 2012-08-07 주식회사 에이브이티 The damper for the earthquake-proof

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1201960A1 (en) * 2000-05-31 2002-05-02 Thk Co., Ltd. Damping device
EP1201960A4 (en) * 2000-05-31 2005-06-29 Thk Co Ltd Damping device
WO2003071052A1 (en) * 2002-02-21 2003-08-28 Oiles Corporation Vibration absorber, and vibration control structure using the same
EP1486630A1 (en) * 2002-02-21 2004-12-15 Oiles Corporation Vibration absorber, and vibration control structure using the same
EP1486630A4 (en) * 2002-02-21 2006-06-07 Oiles Industry Co Ltd Vibration absorber, and vibration control structure using the same
US7182187B2 (en) 2002-02-21 2007-02-27 Oiles Corporation Damper and vibration damping structure using the same
US7565957B2 (en) 2002-02-21 2009-07-28 Oiles Corporation Damper and vibration damping structure using the same
US8002093B2 (en) 2002-02-21 2011-08-23 Oiles Corporation Damper and vibration damping structure using the same
JP2004239411A (en) * 2003-02-07 2004-08-26 Sumitomo Mitsui Construction Co Ltd Attenuator
KR101171876B1 (en) 2010-05-11 2012-08-07 주식회사 에이브이티 The damper for the earthquake-proof

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