JPH0989043A - Dynamic damping device - Google Patents
Dynamic damping deviceInfo
- Publication number
- JPH0989043A JPH0989043A JP27488495A JP27488495A JPH0989043A JP H0989043 A JPH0989043 A JP H0989043A JP 27488495 A JP27488495 A JP 27488495A JP 27488495 A JP27488495 A JP 27488495A JP H0989043 A JPH0989043 A JP H0989043A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- base plate
- support base
- spring
- damping device
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、大型構造物,高層
構造物等の振動を制振する動吸振装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dynamic vibration absorbing device for damping the vibration of a large structure, a high-rise structure or the like.
【0002】[0002]
【従来の技術】動吸振装置の基本構成は、図7側面図に
示すように、重錘01と、ばね要素03と、球軸受02
とで構成され、特に重錘01は大きな重錘011と調整
のための小さい重錘012とで構成されている。この種
の動吸振器はその固有振動数ωを被制振構造物の固有振
動数ω0 に一致させることによって被制振構造物の振動
振幅や振動加速度等を低減させることができる。ここ
で、重錘01の質量Mと、ばね要素03の剛性Kによ
り、動吸振器の固有振動数ωは式(1)で与えられる。 ω=√(K/M) ・・・・・(1) したがって、ωをω0 に調整するためには、M又はKを
変化させる必要がある。また、構造物の振動を最も良く
低減するための動吸振器の減衰は式(2)で与えられ
る。 ξ=√〔3μ/〔8(1+μ)3 〕 ・・・・・(2) ただし、μ=動吸振器の質量M/構造物質量M0 ξ=減衰比2. Description of the Related Art As shown in the side view of FIG. 7, the basic construction of a dynamic vibration absorber is a weight 01, a spring element 03, and a ball bearing 02.
In particular, the weight 01 includes a large weight 011 and a small weight 012 for adjustment. This type of dynamic vibration absorber can reduce the vibration amplitude, the vibration acceleration, etc. of the structure to be controlled by matching its natural frequency ω with the natural frequency ω 0 of the structure to be controlled. Here, the natural frequency ω of the dynamic vibration absorber is given by the equation (1) by the mass M of the weight 01 and the rigidity K of the spring element 03. ω = √ (K / M) (1) Therefore, in order to adjust ω to ω 0 , it is necessary to change M or K. Further, the damping of the dynamic vibration absorber for best reducing the vibration of the structure is given by the equation (2). ξ = √ [3μ / [8 (1 + μ) 3 ] (2) where μ = mass M of dynamic vibration absorber / amount of structural material M 0 ξ = damping ratio
【0003】[0003]
【発明が解決しようとする課題】しかしながら、この種
の動吸振器においては、その固有振動数を広範囲にかつ
正確に対象構造物のそれに一致させるためには、図7に
示すように、大きい重錘011の上に小重錘012を重
ね調整する必要があるので、調整に時間がかかる。ま
た、小重錘012の増加にともない重錘01の重心が変
化し、動吸振器の信頼性を損なう惧れがある。However, in this type of dynamic vibration absorber, in order to match its natural frequency with that of the target structure in a wide range and accurately, as shown in FIG. It is necessary to adjust the small weight 012 on the weight 011 so that the adjustment takes time. Further, the center of gravity of the weight 01 changes with the increase of the small weight 012, which may impair the reliability of the dynamic vibration reducer.
【0004】本発明はこのような事情に鑑みて提案され
たもので、固有振動数を広範囲にわたって調整すること
ができるとともに、重錘の増減による重心の変化を少な
くすることが可能な構造簡単,コスト低廉かつ信頼性大
なる動吸振装置を提供することを目的とする。The present invention has been proposed in view of the above circumstances and has a simple structure capable of adjusting the natural frequency over a wide range and reducing the change of the center of gravity due to the increase or decrease of the weight. It is an object of the present invention to provide a dynamic vibration damping device that is low in cost and highly reliable.
【0005】[0005]
【課題を解決するための手段】この目的を達成するため
に、本発明は、縦長水平長方形の底板の左右両側に沿っ
て互いに平行的に突設された同一断面かつ同一長さを有
する左右1対の型鋼レールと、上記各型鋼レール上にそ
れぞれ配置されそれぞれ縦方向に転動自在に支持された
球軸受及び高さの増加に伴って反力が非線型に増加する
非線型特性ばねよりなる同一サイズの複数対の支持部材
対と、上記複数の支持部材上に左右部が支持された前後
方向に移動自在の水平長方形の重錘荷重支持台板と、上
記重錘荷重支持台板の縦方向中心線上であって同台板の
下面に固着された大重錘及び同台板の上面に固着され同
一サイズの長方形鋼板からなる小重錘と、上記各ばねの
上端と上記重錘荷重支持台板との間に挿入支持された複
数板のシムとを具えたことを特徴とする。In order to achieve this object, the present invention provides a left and right side plate 1 having the same cross section and the same length, which are projected parallel to each other along the left and right sides of a vertically long horizontal rectangular bottom plate. It consists of a pair of model steel rails, a ball bearing arranged on each of the above model steel rails, supported rotatably in the longitudinal direction, and a non-linear characteristic spring whose reaction force increases non-linearly as the height increases. A plurality of pairs of supporting members of the same size, a horizontal rectangular weight load support base plate having left and right portions supported on the plurality of support members and movable in the front-rear direction, and a vertical direction of the weight load support base plate. A large weight fixed on the lower surface of the base plate on the centerline of the direction and a small weight fixed on the upper surface of the base plate and made of rectangular steel plate of the same size, the upper ends of the springs and the weight load support. A shim with a plurality of plates inserted and supported between the base plate and Characterized in that was.
【0006】[0006]
【発明の実施の形態】本発明の一実施例を図面について
説明すると、図1はその全体横断面図、図2は図1のII
−II矢視縦断面図、図3は図1のIII 部を示す拡大図、
図4は図3のヘリカルコイルばねを示す平面図,側面図
である。図5は図4のヘリカルコイルバネの組立要領を
示す工程図、図6は図4のヘリカルコイルばねの特性図
及びその配置要領を示す図である。BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is an overall cross sectional view thereof, and FIG.
-II is a vertical cross-sectional view as seen from the arrow, FIG. 3 is an enlarged view showing a part III in FIG.
FIG. 4 is a plan view and a side view showing the helical coil spring of FIG. FIG. 5 is a process diagram showing an assembling procedure of the helical coil spring shown in FIG. 4, and FIG. 6 is a characteristic diagram of the helical coil spring shown in FIG. 4 and a diagram showing its arrangement.
【0007】まず、図1〜図2において、全体的構造を
説明すると、被制振構造物7の上にばね要素としてヘリ
カルコイルばね(以下ばねという)3,大重錘11とし
て鋼塊及び小重錘12としての複数鋼板,T型鋼5等で
構成された水平振動用動吸振器が搭載されている。ここ
で、球軸受2とばね3とは1対的に対設され、本実施例
では4対の球軸受2及びばね3が前後方向に左右2列と
なって左右の平行I型鋼5,5上に合計8対が配置され
ている。合計8対の球軸受〜ばねの上には水平長方形の
重錘支持台板1aの左右部が上載支持され、重錘支持台
板1aの長手中心線に沿って重錘1が支持されており、
重錘1は重錘支持台板1a上の上面に固着された複数の
同一長方形鋼板からなる小重錘12と、重錘支持台板の
下面に固着された長方立方体状の鋼塊からなる大重錘1
1とからなる。First, referring to FIGS. 1 and 2, the overall structure will be described. A helical coil spring (hereinafter referred to as a spring) 3 as a spring element on a vibration-damped structure 7, a large ingot 11 as a steel ingot and a small ingot. A horizontal vibration dynamic vibration absorber made up of a plurality of steel plates as the weight 12 and a T-shaped steel 5 is mounted. Here, the ball bearings 2 and the springs 3 are opposed to each other, and in this embodiment, four pairs of the ball bearings 2 and the springs 3 are arranged in two rows in the front-rear direction to form the left and right parallel I-shaped steels 5, 5. A total of 8 pairs are arranged above. A total of 8 pairs of ball bearings-on the spring, the left and right parts of a horizontal rectangular weight support base plate 1a are mounted and supported, and the weight 1 is supported along the longitudinal center line of the weight support base plate 1a. ,
The weight 1 is composed of a small weight 12 made of a plurality of identical rectangular steel plates fixed to the upper surface of the weight support base plate 1a, and a rectangular cubic steel ingot fixed to the lower surface of the weight support base plate. Large weight 1
It consists of 1.
【0008】次に、図3〜図4において、ばねの構造を
説明すると、ばね3は、図4に示すように、適宜上下間
隔で前後方向に延びる同一サイズの水平長方形の上部バ
ー3a,下部バー3bと、両バー3a,3bの左側面同
士,右側面同士に一定ピッチで穿設された同径の複数
(ここでは、前後部それぞれ5個ずつ)上部取付孔3
c,下部取付孔3dが前部片側各5個の取付孔は上下バ
ーとも、同図(A)に示すように、中心Oに向かうハ字
状をなすように、後部片側各5個の取付孔は上下バーと
も中心Oに向かうハ字状をなすように、それぞれ穿設さ
れている。ここで、各上下1対の上部取付孔3c,下部
取付孔3dにはより線よりなる半円状のばねエレメント
3eの上下端がそれぞれ挿入され、凝固剤等により固着
されている。したがって、各ばねエレメント3eは、同
図(A)平面図に示すように、前部の5本は前方に拡開
する方向を向き、後部の5本は後方に拡開する方向を向
いており、コイルばねエレメントの全長はL,横幅は
B,全高はHである。ここで、ヘリカルコイルばねの組
立要領の一例を説明すると、同図(B)側面図におい
て、まず、(1)に示すように、ヘリカル細線を20本
束ねて(2)に示す適長の単位ばねを形成し、この単位
ばねの7本を、(3)に示すように、束ねて、湾曲して
円弧状単位ばねを複数本製作する。次に、(4)に示す
ように、各上下1対の長方形支持台板1a,1bの長手
方向の両側に等間隔に左右それぞれ5個ずつの傾斜挿入
孔をあけたのち、各円弧状単位ばねの上下端をそれぞれ
上下部バ−3a,3bの各挿入孔3c,3dに挿入し、
それぞれ凝固剤等で固着するのである。Next, referring to FIGS. 3 to 4, the structure of the spring will be described. As shown in FIG. 4, the spring 3 has a horizontal rectangular upper bar 3a of the same size and a lower portion extending in the front-rear direction at appropriate vertical intervals. A plurality of bars 3b, and a plurality of bars of the same diameter (here, five front and rear parts, respectively) are formed on the left side surfaces and the right side surfaces of both bars 3a and 3b at a constant pitch.
c, the lower mounting holes 3d are five on each side of the front part, and the upper and lower bars are mounted on each of the upper and lower bars so that each of the five mounting holes is on the rear side so as to form an inverted V shape, as shown in FIG. The holes are formed so that both the upper and lower bars are V-shaped toward the center O. Here, the upper and lower ends of the semicircular spring element 3e made of a stranded wire are inserted into the pair of upper and lower mounting holes 3c and 3d, respectively, and fixed by a coagulating agent or the like. Therefore, in each spring element 3e, as shown in the plan view of FIG. 5A, the five front elements are oriented in the direction of expanding to the front, and the five rear elements are oriented in the direction of expanding to the rear. The total length of the coil spring element is L, the lateral width is B, and the total height is H. Here, an example of the procedure for assembling the helical coil spring will be described. In the side view of FIG. 1B, first, as shown in (1), 20 helical thin wires are bundled to form an appropriate length unit shown in (2). A spring is formed, and seven unit springs are bundled and curved as shown in (3) to manufacture a plurality of arc-shaped unit springs. Next, as shown in (4), each of the pair of upper and lower rectangular support base plates 1a, 1b is provided with five inclined insertion holes on each of the left and right sides at equal intervals, and then each arcuate unit. Insert the upper and lower ends of the spring into the insertion holes 3c and 3d of the upper and lower bars 3a and 3b, respectively,
Each is fixed with a coagulant or the like.
【0009】このような構成によれば、動吸振器はばね
の高さを調整することにより剛性Kを調整できるので、
重錘の重量を増減させることなく動吸振器の固有振動数
を所要の値に設定できる。With such a structure, the dynamic vibration absorber can adjust the rigidity K by adjusting the height of the spring.
The natural frequency of the dynamic vibration absorber can be set to a required value without increasing or decreasing the weight of the weight.
【0010】また、球軸受部の構造を説明すると、図3
において、2aはI型鋼5の上面に縦設された前後方向
の溝部材2bの溝に挿入された複数の等径鋼球,2cは
重錘支持台板1aの下面の左右部に沿って貼着された前
後方向に延びる複数の同一サイズのシム板である。この
ように、等径鋼球2a,溝部材2b及びシム板2cによ
り球軸受2が形成されている。また、シムの板厚の調整
に当たっては、重錘及びその取付台板の全体を持ち上げ
てボルトナットを外して行う。シム板2cはボルトナッ
トで支持台板1aに固着されているので、取外しは容易
である。The structure of the ball bearing portion will be described with reference to FIG.
2a is a plurality of equal-diameter steel balls inserted in the groove of the longitudinal groove member 2b vertically provided on the upper surface of the I-shaped steel 5, and 2c is attached along the left and right parts of the lower surface of the weight support base plate 1a. It is a plurality of shim plates of the same size that are worn and extend in the front-rear direction. Thus, the ball bearing 2 is formed by the equal-diameter steel ball 2a, the groove member 2b, and the shim plate 2c. In addition, when adjusting the thickness of the shim, the weight and the entire mounting base plate are lifted and the bolts and nuts are removed. Since the shim plate 2c is fixed to the support base plate 1a with bolts and nuts, it can be easily removed.
【0011】このような構造の動吸振装置において、鋼
板の質量をM,ばね剛性をKとすると、この動吸振器の
固有振動数は式(3)により求めることができる。ここ
で、ヘリカルコイルばね3の剛性Kは、図6に示すよう
に、振幅依存性(図8参照)があり、ばねの静たわみx
の関数となる。通常、同図に示されるように、静たわみ
xと剛性Kの関係は式(3)によって示される。 K=A(1/xr ) ・・・・・(3) A:定数 r:>1の定数 したがって、球軸受のシム4の板厚を調整することによ
って、固有振動数を所要の値に設定することができる。In the dynamic vibration absorbing device having such a structure, when the mass of the steel plate is M and the spring rigidity is K, the natural frequency of this dynamic vibration absorber can be obtained by the equation (3). Here, the rigidity K of the helical coil spring 3 has amplitude dependence (see FIG. 8) as shown in FIG. 6, and the static deflection x of the spring x
Is a function of. Usually, as shown in the figure, the relationship between the static deflection x and the rigidity K is expressed by the equation (3). K = A (1 / xr ) (3) A: constant r:> 1 Therefore, by adjusting the plate thickness of the shim 4 of the ball bearing, the natural frequency can be adjusted to the required value. Can be set.
【0012】なお、上記実施例においては、重錘は全体
装置の重心が大重錘11,小重錘12の各重量によりば
ね取付位置付近にあるようになっており、その重量調整
は小重錘12をなす鋼板のみの増減で行う。In the above embodiment, the weight has the center of gravity of the entire apparatus located near the spring mounting position due to the weights of the large weight 11 and the small weight 12, and the weight adjustment is performed with the small weight. It is performed by increasing or decreasing only the steel plate forming the weight 12.
【0013】[0013]
【発明の効果】このような動吸振器は多数の小重錘を用
いずに、ばねの静たわみ量を変えて剛性を変えることに
よって固有振動数を調節できる。さらに、重量を球軸受
のみが受持ち、ばねには重量負荷が加わらないのでばね
の疲労が小さい。このため動吸振器の性能及び信頼性を
高めることができる。In such a dynamic vibration reducer, the natural frequency can be adjusted by changing the static deflection amount of the spring and changing the rigidity without using a large number of small weights. Furthermore, since only the ball bearings bear the weight and the spring is not subjected to weight load, fatigue of the spring is small. Therefore, the performance and reliability of the dynamic vibration reducer can be improved.
【0014】要するに本発明によれば、縦長水平長方形
の底板の左右両側に沿って互いに平行的に突設された同
一断面かつ同一長さを有する左右1対の型鋼レールと、
上記各型鋼レール上にそれぞれ配置されそれぞれ縦方向
に転動自在に支持された球軸受及び高さの増加に伴って
反力が非線型に増加する非線型特性ばねよりなる同一サ
イズの複数対の支持部材対と、上記複数の支持部材上に
左右部が支持された前後方向に移動自在の水平長方形の
重錘荷重支持台板と、上記重錘荷重支持台板の縦方向中
心線上であって同台板の下面に固着された大重錘及び同
台板の上面に固着され同一サイズの長方形鋼板からなる
小重錘と、上記各ばねの上端と上記重錘荷重支持台板と
の間に挿入支持された複数板のシムとを具えたことによ
り、固有振動数を広範囲にわたって調整することができ
るとともに、重錘の増減による重心の変化を少なくする
ことが可能な構造簡単,コスト低廉かつ信頼性大なる動
吸振装置を得るから、本発明は産業上極めて有益なもの
である。In short, according to the present invention, a pair of left and right shaped steel rails having the same cross section and the same length are provided so as to project parallel to each other along the left and right sides of the bottom plate of the vertically long horizontal rectangle.
A plurality of pairs of the same size consisting of ball bearings respectively arranged on the above-mentioned type steel rails and rotatably supported in the longitudinal direction, and a non-linear characteristic spring whose reaction force increases non-linearly with an increase in height. A pair of support members, a horizontal rectangular weight load support base plate whose left and right portions are supported on the plurality of support members and movable in the front-rear direction, and a vertical centerline of the weight load support base plates, Between a large weight fixed to the lower surface of the base plate and a small weight fixed to the upper surface of the base plate and made of a rectangular steel plate of the same size, between the upper ends of the springs and the weight load support base plate. Equipped with a plurality of shims that are inserted and supported, the natural frequency can be adjusted over a wide range, and the change of the center of gravity due to the increase or decrease of the weight can be reduced. Simple structure, low cost and reliable To obtain a dynamic vibration absorber The present invention is extremely useful industrially.
【図1】本発明の一実施例の動吸振装置を示す全体横断
面図である。FIG. 1 is an overall cross-sectional view showing a dynamic vibration damping device of an embodiment of the present invention.
【図2】図1のII−IIに沿った全体縦断面図である。FIG. 2 is an overall vertical sectional view taken along line II-II of FIG.
【図3】図1のIII 部を示す拡大図である。FIG. 3 is an enlarged view showing a part III in FIG.
【図4】図3のヘリカルコイルばねを示し、同図
(A),(B)はそれぞれその平面図,側面図である。FIG. 4 shows the helical coil spring of FIG. 3, and FIGS. 4A and 4B are a plan view and a side view, respectively.
【図5】図4のヘリカルコイルばねの組立要領を示す工
程図である。5A to 5C are process diagrams showing an assembling procedure of the helical coil spring shown in FIG.
【図6】図4のヘリカルコイルばねの特性図及び配置要
領を示す図である。FIG. 6 is a characteristic diagram of the helical coil spring of FIG. 4 and a diagram showing an arrangement procedure.
【図7】従来の動吸振装置を示す基本構成図である。FIG. 7 is a basic configuration diagram showing a conventional dynamic vibration absorbing device.
【図8】図7の動吸振装置の静たわみと剛性との関係を
示し、剛性に振幅依存性があることを示す線図である。8 is a diagram showing a relationship between static deflection and rigidity of the dynamic vibration absorbing device of FIG. 7, and showing that rigidity has amplitude dependency.
1 重錘 1a 支持台板(上部) 1b 支持台板(下部) 2 球軸受 2a 等径鋼球 2b 溝部材 2c シム板 3 ヘリカルコイルばね(ばね) 3a 上部バー 3b 下部バー 3c 上部透孔 3d 下部透孔 3e ばねエレメント 5 I型鋼 6 カバー 7 被制振構造物 11 大重錘 12 小重錘 1 Weight 1a Support base plate (upper part) 1b Support base plate (lower part) 2 Ball bearing 2a Equal diameter steel ball 2b Groove member 2c Shim plate 3 Helical coil spring (spring) 3a Upper bar 3b Lower bar 3c Upper through hole 3d Lower part Through hole 3e Spring element 5 I-type steel 6 Cover 7 Damped structure 11 Large weight 12 Small weight
Claims (1)
て互いに平行的に突設された同一断面かつ同一長さを有
する左右1対の型鋼レールと、上記各型鋼レール上にそ
れぞれ配置されそれぞれ縦方向に転動自在に支持された
球軸受及び高さの増加に伴って反力が非線型に増加する
非線型特性ばねよりなる同一サイズの複数対の支持部材
対と、上記複数の支持部材上に左右部が支持された前後
方向に移動自在の水平長方形の重錘荷重支持台板と、上
記重錘荷重支持台板の縦方向中心線上であって同台板の
下面に固着された大重錘及び同台板の上面に固着され同
一サイズの長方形鋼板からなる小重錘と、上記各ばねの
上端と上記重錘荷重支持台板との間に挿入支持された複
数板のシムとを具えたことを特徴とする動吸振装置。1. A pair of left and right shaped steel rails having the same cross section and the same length, which are provided in parallel with each other so as to project along the left and right sides of a vertically long horizontal rectangular bottom plate, and are respectively arranged on the respective shaped steel rails. A plurality of pairs of support members of the same size, which include a ball bearing supported rotatably in the longitudinal direction and a non-linear characteristic spring whose reaction force increases non-linearly with an increase in height, and the plurality of support members. A horizontal rectangular weight load support base plate with left and right parts supported above and movable in the front-rear direction, and a large size fixed to the lower surface of the weight load support base plate on the vertical centerline of the weight load support base plate. A small weight that is fixed to the upper surfaces of the weight and the base plate and is made of a rectangular steel plate of the same size, and a plurality of shims that are inserted and supported between the upper ends of the springs and the weight load support base plate. A dynamic vibration absorbing device characterized by being provided.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27488495A JP3513287B2 (en) | 1995-09-28 | 1995-09-28 | Dynamic vibration absorber |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27488495A JP3513287B2 (en) | 1995-09-28 | 1995-09-28 | Dynamic vibration absorber |
Publications (2)
Publication Number | Publication Date |
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JPH0989043A true JPH0989043A (en) | 1997-03-31 |
JP3513287B2 JP3513287B2 (en) | 2004-03-31 |
Family
ID=17547886
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP27488495A Expired - Fee Related JP3513287B2 (en) | 1995-09-28 | 1995-09-28 | Dynamic vibration absorber |
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JP (1) | JP3513287B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10655699B2 (en) | 2013-06-03 | 2020-05-19 | Teknologian Tutkimuskeskus Vtt Oy | Self-tuned mass damper and system comprising the same |
CN113684123A (en) * | 2021-07-26 | 2021-11-23 | 黄丹婷 | A cascade type high temperature heat pump test bench |
-
1995
- 1995-09-28 JP JP27488495A patent/JP3513287B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10655699B2 (en) | 2013-06-03 | 2020-05-19 | Teknologian Tutkimuskeskus Vtt Oy | Self-tuned mass damper and system comprising the same |
CN113684123A (en) * | 2021-07-26 | 2021-11-23 | 黄丹婷 | A cascade type high temperature heat pump test bench |
CN113684123B (en) * | 2021-07-26 | 2024-05-31 | 中科福德(辽宁)新能源有限公司 | Overlapping type high-temperature heat pump experiment table |
Also Published As
Publication number | Publication date |
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JP3513287B2 (en) | 2004-03-31 |
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