TWI386565B - Vibration absorption device - Google Patents

Vibration absorption device Download PDF

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TWI386565B
TWI386565B TW095147650A TW95147650A TWI386565B TW I386565 B TWI386565 B TW I386565B TW 095147650 A TW095147650 A TW 095147650A TW 95147650 A TW95147650 A TW 95147650A TW I386565 B TWI386565 B TW I386565B
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damping force
movement
piston
maximum displacement
positive
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TW095147650A
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Chinese (zh)
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TW200827587A (en
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Hirokazu Iemura
Ikuo Shimoda
Osamu Kochiyama
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Oiles Industry Co Ltd
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Priority claimed from JP2005266026A external-priority patent/JP4852946B2/en
Priority claimed from PCT/JP2006/324879 external-priority patent/WO2008072325A1/en
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Publication of TW200827587A publication Critical patent/TW200827587A/en
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振動能吸收裝置Vibration energy absorbing device

本發明係關於一種振動能吸收裝置及具備該裝置之結構物,為了使高級公寓等集合式住宅、事務所大樓、獨棟住宅、以及橋樑等結構物或者隔震化結構物中產生之振動早期衰減,而利用該振動能吸收裝置來吸收其振動能。The present invention relates to a vibration energy absorbing device and a structure including the same, which are used for the early generation of vibrations in structures such as high-rise apartments, office buildings, single-family houses, bridges, and the like. Attenuation is utilized to absorb the vibrational energy of the vibration energy absorbing device.

就此種振動能吸收裝置(阻尼器)而言,眾所周知有黏性阻尼器、摩擦阻尼器、鉛阻尼器、鋼棒阻尼器等,該振動能吸收裝置適用於帶有可使結構物恢復至初始位置之例如彈簧裝置之結構物。As for such a vibration energy absorbing device (damper), a viscous damper, a friction damper, a lead damper, a steel rod damper, etc., which are suitable for returning the structure to the initial state, are known. The structure of the position is, for example, a spring device.

[專利文獻1]日本專利特開2003-287079號公報[Patent Document 1] Japanese Patent Laid-Open Publication No. 2003-287079

[非專利文獻1]中田、家村、五十嵐,「實大連結結構物之模擬負剛度附加型半主動震動控制實驗」,土木學會第56次年次學術講演會論文集,社團法人土木學會,平成13年10月,p162-163[非專利文獻2]家永、五十嵐、鈴木,「關於MR阻尼器(magnetorheological damper,磁流變阻尼器)應用於模擬負剛度半主動控制之實時混合實驗」,日本地震工學會、大會-2003梗概集,p268-269[Non-Patent Document 1] Nakata, Kasumi, Fifty Fathoms, "Simulated Negative Stiffness Additional Type Semi-Active Vibration Control Experiment of Solid Large-Linked Structures", Proceedings of the 56th Annual Academic Lecture of the Society of Civil Engineers, Society of Civil Engineers, Heisei 13, October, p162-163 [Non-Patent Document 2] Jia Yong, Fifty Fathoms, Suzuki, "Real-time hybrid experiment on MR damper (magnetorheological damper) applied to simulate semi-active control of negative stiffness", Japan Earthquake Engineering Society, General Assembly - 2003 Synopsis, p268-269

當將帶有彈簧裝置之黏性阻尼器、摩擦阻尼器等振動能吸收裝置應用於結構物中,例如,應用於隔震化結構物時,由於振動過程中,除彈簧裝置之回復力之外,振動能吸收裝置之阻力亦對結構物施加負載,因而結構物受到強力,故必須增大受到振動能吸收裝置之阻力及彈簧裝置之回復力的受力部位之剛度。When a vibration energy absorbing device such as a viscous damper or a friction damper with a spring device is applied to the structure, for example, when applied to a vibration-isolated structure, due to the restoring force of the spring device during the vibration process The resistance of the vibration energy absorbing device also exerts a load on the structure, so that the structure is subjected to a strong force, so it is necessary to increase the rigidity of the force receiving portion which is subjected to the resistance of the vibration energy absorbing device and the restoring force of the spring device.

本發明係鑒於上述諸點而完成者,其目的在於提供一種振動能吸收裝置及具備其之結構物,該振動能吸收裝置可使結構物之受到阻力及恢復機構回復力的受力部位之剛度不特別大。The present invention has been made in view of the above points, and an object thereof is to provide a vibration energy absorbing apparatus and a structure including the same, which can absorb rigidity of a structure and a force of a restoring force of a restoring mechanism Not very big.

本發明之振動能吸收裝置包括:往復移動構件,其自如地往復移動於相對於原點位置正負之最大位移位置;減振力產生機構,其對往復移動構件之往復移動產生減振力;以及控制機構,其以如下方式控制減振力產生機構:於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之各個移動方面,使減振力產生機構產生減振力,另一方面,在繼此等移動後之自原點位置至正負最大位移位置之各個移動方面,不減振力產生機構實質上產生減振力。The vibration energy absorbing device of the present invention comprises: a reciprocating member that reciprocally reciprocates at a maximum displacement position that is positive and negative with respect to an origin position; and a damping force generating mechanism that generates a damping force for reciprocating movement of the reciprocating member; a control mechanism that controls the damping force generating mechanism to cause the damping force generating mechanism to generate a damping force in the reciprocating movement of the reciprocating member, in terms of each movement from the positive and negative maximum displacement position to the origin position, On the one hand, the non-damping force generating mechanism substantially generates the damping force in terms of the respective movements from the origin position to the positive and negative maximum displacement positions after the movement.

根據本發明之振動能吸收裝置,利用控制機構,於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之各個移動方面,使減振力產生機構產生減振力,另一方面,在繼此等移動後之自原點位置至正負最大位移位置之各個移動方面,不使減振力產生機構實質上產生減振力,因而為了結構物之減振化,即便使往復移動構件連結於該結構物並將本振動能吸收裝置設置於結構物上,當地震等引起結構物振動時,於自原點位置至正負最大位移位置之各個移動方面,不會於結構物之連結有往復移動構件之部位產生由振動能吸收裝置之減振力而導致之力,因而不必使該部位具有很強剛度,而且當地震等引起結構物振動時,於自正負最大位移位置至原點位置之各個移動方面,同時設置的原點恢復裝置之恢復力與振動能吸收裝置之減振力會相互抵消,藉此亦可不必使隔震結構物之連結有往復移動構件之部位具有很強剛度。According to the vibration energy absorbing apparatus of the present invention, the damping mechanism generates the damping force in the reciprocating movement of the reciprocating member in the reciprocating movement of the reciprocating member, and the damping force generating mechanism generates the damping force in the movement from the positive and negative maximum displacement position to the origin position. On the other hand, in the movement from the origin position to the maximum displacement position after the movement, the damping force generating mechanism does not substantially generate the damping force, and therefore the reciprocating movement is performed for the vibration damping of the structure. The member is coupled to the structure and the present vibration energy absorbing device is disposed on the structure. When the structure vibrates due to an earthquake or the like, the movement from the origin position to the positive and negative maximum displacement positions is not connected to the structure. The portion having the reciprocating member generates a force caused by the vibration damping force of the vibration energy absorbing device, so that the portion does not have to have a strong rigidity, and when the structure vibrates due to an earthquake or the like, the position is from the positive and negative maximum displacement position to the origin. In terms of various movements of the position, the restoring force of the origin recovery device and the damping force of the vibration energy absorbing device are mutually offset, Also do not have the connecting structures of the isolated portion of the reciprocating member it has a strong rigidity.

本發明之往復移動構件之正負最大位移位置根據結構物振動大小而變化,當結構物振動大時變大,相反地當結構物振動小時變小,而且隨著結構物振動之衰減而變小。The positive and negative maximum displacement positions of the reciprocating member of the present invention vary depending on the magnitude of the vibration of the structure, become larger when the structure vibrates greatly, and conversely become smaller as the vibration of the structure becomes smaller, and become smaller as the vibration of the structure is attenuated.

本發明之控制機構可控制減振力產生機構,以便於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之各個移動方面,使減振力產生機構產生非零之大致一定之減振力,但取代此,亦可控制減振力產生機構,以便於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之各個移動方面,使減振力產生機構產生逐漸減小之減振力。The control mechanism of the present invention can control the damping force generating mechanism to facilitate the reciprocating movement of the reciprocating member to cause the damping force generating mechanism to generate a non-zero amount in each movement from the positive and negative maximum displacement position to the origin position. The damping force, but instead of this, the damping force generating mechanism can also be controlled to facilitate the generation of the damping force generating mechanism in the reciprocating movement of the reciprocating member in terms of the movement from the positive and negative maximum displacement position to the origin position. Gradually reduce the damping force.

就減振力產生機構而言,可為利用黏性阻力、黏彈性阻力、摩擦阻力、彈塑性阻力或者此等之組合等者。In the case of the damping force generating mechanism, it is possible to use viscous resistance, viscoelastic resistance, frictional resistance, elastoplastic resistance, or the like.

本發明之控制機構亦可利用控制閥而構成,該控制閥係控制孔口通道、單向閥以及由該孔口通道及單向閥等形成之流體迴路之連通。The control mechanism of the present invention may also be constructed using a control valve that controls the communication of the orifice passage, the one-way valve, and the fluid circuit formed by the orifice passage and the one-way valve.

於本發明之較佳例中,往復移動構件包括活塞以及與該活塞連結之活塞桿;減振力產生機構包括:壓缸,其往複移動自如地容納活塞,並且活塞桿貫通;控制孔口閥,其藉由一方埠而與壓缸內之由活塞所區劃之一方室連通,並藉由他方埠而與壓缸內之由活塞所區劃之他方室連通;及容納於壓缸內之流體;控制機構根據活塞之往復移動而控制控制孔口閥,以便於活塞之往復移動中,於自正負最大位移位置至原點位置之各個移動方面,因控制孔口閥之流體通過而產生減振力,另一方面,於繼此等移動後之自原點位置至正負最大位移位置之各個移動方面,不因控制孔口閥之流體通過而實質上產生減振力,此時,控制機構包括檢測活塞往復移動之檢測機構,並利用該檢測機構來控制控制孔口閥。In a preferred embodiment of the present invention, the reciprocating member includes a piston and a piston rod coupled to the piston; the damping force generating mechanism includes: a pressure cylinder that reciprocally accommodates the piston and the piston rod penetrates; and the control orifice valve , which is connected to a chamber partitioned by the piston in the cylinder by one side, and communicates with the other chamber in the cylinder that is partitioned by the piston by the other side; and the fluid contained in the cylinder; The control mechanism controls the control orifice valve according to the reciprocating movement of the piston, so that in the reciprocating movement of the piston, the damping force is generated by controlling the passage of the fluid of the orifice valve in terms of the movement from the positive and negative maximum displacement position to the origin position. On the other hand, in the movement from the origin position to the positive and negative maximum displacement positions after the movement, the damping force is not substantially generated by controlling the passage of the fluid of the orifice valve. At this time, the control mechanism includes the detection. A detecting mechanism for reciprocating movement of the piston, and using the detecting mechanism to control the orifice valve.

當檢測活塞之往復移動時,可使檢測機構檢測活塞自身之往復移動,但取代此,亦可檢測活塞桿之往復移動或者連結活塞桿之結構物之振動等。When the reciprocating movement of the piston is detected, the detecting mechanism can detect the reciprocating movement of the piston itself, but instead of this, the reciprocating movement of the piston rod or the vibration of the structure connecting the piston rod can be detected.

作為流體而言,可列舉矽系流動體為較佳例,亦可為其他流體,例如除矽系以外之油等液體。The fluid is preferably a ruthenium fluid, and may be another fluid such as a liquid other than a lanthanum.

本發明之結構物以用往復移動構件接受結構物振動之方式連結於上述任一態樣之振動能吸收裝置,此處,結構物可藉由層積橡膠、滑動構件、滾筒構件等而隔震化,此時,結構物連結於振動後使結構物恢復至初始位置之恢復機構即可,且上述恢復機構較好的是包括介於結構物與設置結構物之地面之間的彈性裝置,彈性裝置亦可包括層積橡膠支承墊(Laminated Rubber Bearing)及螺旋彈簧中之至少一個。The structure of the present invention is coupled to the vibration energy absorbing device of any of the above aspects by receiving the vibration of the structure by the reciprocating member. Here, the structure can be isolated by laminating rubber, sliding members, roller members, and the like. In this case, the structure is coupled to the recovery mechanism that restores the structure to the initial position after the vibration, and the recovery mechanism preferably includes an elastic device between the structure and the ground on which the structure is disposed, and is elastic. The apparatus may also include at least one of a laminated rubber bearing and a coil spring.

本發明可提供一種振動能吸收裝置及包括其之結構物,該振動能吸收裝置可使結構物之受到阻力與恢復機構之回復力的受力部位之剛度不特別大。The present invention can provide a vibration energy absorbing apparatus and a structure including the same, which can make the rigidity of the structure subjected to the restoring force of the structure and the restoring mechanism to be not particularly large.

繼而,根據圖示之較佳例,更詳細地說明本發明及其實施形態。再者,本發明於此等例中無任何限制。Next, the present invention and its embodiments will be described in more detail based on preferred embodiments shown in the drawings. Furthermore, the present invention does not have any limitation in these examples.

[實施例][Examples]

圖1中,本例之振動能吸收裝置1具備:往復移動構件2,其於H方向上,自如地往復移動於相對於原點位置O(示於圖1、圖4及圖6之位置)之正負最大位移位置D±max(示於圖3及圖5之位置);減振力產生機構3,其對往復移動構件2於H方向上之往復移動產生減振力R;以及控制機構4,其控制減振力產生機構3,以使於往復移動構件2在H方向上之往復移動中,一方面,在H方向上於自正負最大位移位置D±max至原點位置O之各個位置之移動中,使減振力產生機構3產生固定之減振力R,另一方面,繼此等在H方向上之移動後,在H方向上於自原點位置O至正負最大位移位置D±max之各個位置之移動中,使減振力產生機構3實質上不產生減振力R,即,實質上產生零減振力R。In Fig. 1, the vibration energy absorbing apparatus 1 of the present embodiment includes a reciprocating member 2 that reciprocally reciprocates in the H direction with respect to the origin position O (shown in Figs. 1, 4, and 6). a positive and negative maximum displacement position D±max (shown in FIGS. 3 and 5); a damping force generating mechanism 3 that generates a damping force R for reciprocating movement of the reciprocating member 2 in the H direction; and a control mechanism 4 And controlling the damping force generating mechanism 3 to reciprocate the reciprocating member 2 in the H direction, on the one hand, at each position from the positive and negative maximum displacement position D±max to the origin position O in the H direction During the movement, the damping force generating mechanism 3 generates a fixed damping force R, and on the other hand, after moving in the H direction, in the H direction from the origin position O to the positive and negative maximum displacement position D During the movement of each position of ±max, the damping force generating mechanism 3 does not substantially generate the damping force R, that is, substantially generates the zero damping force R.

往復移動構件2具備:活塞5;活塞桿6,其固著而連結於活塞5上;以及安裝部7,其固著於活塞桿6之一端部。The reciprocating member 2 includes a piston 5, a piston rod 6 fixed to the piston 5, and a mounting portion 7 fixed to one end of the piston rod 6.

減振力產生機構3具備:壓缸10,其於H方向上往復移動自如地容納有活塞5,且貫通有活塞桿6;控制孔口閥15,其藉由一方埠12而與壓缸10內之由活塞5所區劃之一方室11連通,並藉由他方埠14而與壓缸10內之由活塞5所區劃之他方室13連通;以及容納於壓缸10內之流體,例如矽油16。The damping force generating mechanism 3 includes a cylinder 10 that reciprocally accommodates the piston 5 in the H direction and penetrates the piston rod 6; and controls the orifice valve 15 by the one weir 12 and the cylinder 10 The inner chamber 11 which is partitioned by the piston 5 communicates with each other, and communicates with the other chamber 13 in the cylinder 10 which is partitioned by the piston 5 by the other side 14; and the fluid contained in the pressure cylinder 10, for example, the eucalyptus oil 16 .

控制孔口閥15具有孔口通道,其中自埠12供給並流向埠14或者自埠14供給並流向埠12之矽油16的流動受到控制,並且直徑受到控制,因矽油16流過該孔口通道之流動阻力而產生減振力R。The control orifice valve 15 has an orifice passage in which the flow of the oil 16 supplied from the crucible 12 to the crucible 14 or from the crucible 14 and flowing to the crucible 14 is controlled and the diameter is controlled as the crucible oil 16 flows through the orifice passage The flow resistance generates a damping force R.

控制機構4具備:檢測活塞5於H方向之往復移動之檢測機構21;以及具備微電腦等之控制部22,根據來自檢測機構21之檢測結果而控制控制孔口閥15之孔口通道直徑。The control unit 4 includes a detecting unit 21 that detects the reciprocating movement of the piston 5 in the H direction, and a control unit 22 that includes a microcomputer or the like, and controls the diameter of the orifice passage of the control orifice valve 15 based on the detection result from the detecting unit 21.

檢測機構21具備三個檢測器23、24及25,此等分別檢測活塞5之位置且並排配置於H方向上;檢測器23於H方向上,配置於壓缸10之大致中央位置;檢測器24於H方向上,配置於活塞5於H1方向之大致最大可移動位置;檢測器25於H方向上,配置於活塞5在H1方向之相反方向,即H2方向之最大可移動位置;以上述檢測器23、24及25而言,可使用磁力感應器等非接觸式感應器。The detecting mechanism 21 includes three detectors 23, 24, and 25, which respectively detect the positions of the pistons 5 and are arranged side by side in the H direction; the detector 23 is disposed at a substantially central position of the cylinder 10 in the H direction; 24 is disposed in the H direction at a substantially maximum movable position of the piston 5 in the H1 direction; the detector 25 is disposed in the H direction in the opposite direction of the piston 5 in the H1 direction, that is, the maximum movable position in the H2 direction; For the detectors 23, 24, and 25, a non-contact sensor such as a magnetic sensor can be used.

控制部22對來自檢測機構21中檢測器23、24及25之檢測結果進行加法、減法、微分、積分等處理,以判斷活塞5是否到達正負最大位移位置D±max及原點位置O,以及活塞5之移動方向。The control unit 22 performs processing such as addition, subtraction, differentiation, integration, and the like on the detection results of the detectors 23, 24, and 25 from the detecting unit 21 to determine whether the piston 5 reaches the positive and negative maximum displacement position D±max and the origin position O, and The direction of movement of the piston 5.

控制機構4根據活塞5於H方向之往復移動,於本例中,根據來自檢測機構21之檢測結果來控制控制孔口閥15,以使活塞5於H方向上之往復移動中,一方面,於自正負最大位移位置D±max至原點位置O之各個位置之移動中,因控制孔口閥15之孔口通道中矽油16之通過而產生特定之減振力R,另一方面,繼此等移動之後,於自原點位置O至正負最大位移位置D±max之各個位置之移動中,不會因控制孔口閥15之孔口通道中矽油16之通過而實質上產生減振力R。The control mechanism 4 controls the orifice valve 15 in accordance with the detection result from the detecting mechanism 21 in accordance with the reciprocating movement of the piston 5 in the H direction. On the one hand, the piston 5 is reciprocated in the H direction. In the movement from the positive and negative maximum displacement position D±max to the position of the origin position O, a specific damping force R is generated due to the passage of the oil 16 in the orifice passage of the control orifice valve 15, on the other hand, After such movement, in the movement from the origin position O to the respective positions of the positive and negative maximum displacement position D±max, the damping force is not substantially generated by the passage of the squeegee 16 in the orifice passage of the control orifice valve 15. R.

上述振動能吸收裝置1如圖2所示,以如下方式而使用:一方面,為了使構造物33可相對於含有地基之地面31在H方向(水平方向)上移動,經由轉動自如之輥32而將構造物33設置於地面31上,使其隔震化,並將活塞桿6經由安裝部7而連結於構造物33上,以使振動能吸收裝置受到構造物33在H方向之振動,另一方面,將壓缸10固定於地面31上。As shown in FIG. 2, the above-described vibration energy absorbing apparatus 1 is used in such a manner that, in order to move the structure 33 in the H direction (horizontal direction) with respect to the floor 31 containing the ground, the roller 32 is rotatably provided. On the other hand, the structure 33 is placed on the floor 31 to isolate the piston rod 6 from the structure 33 via the mounting portion 7, so that the vibration energy absorbing device is vibrated in the H direction by the structure 33. On the other hand, the cylinder 10 is fixed to the floor 31.

使結構物33恢復至初始位置之恢復機構具備彈性裝置,該彈性裝置包含插入於結構物33與設置有結構物33之地面31之間的螺旋彈簧35,彈性係數為K之螺旋彈簧35於地震引起結構物33在H方向上振動時產生伸縮,一旦地震結束,則利用其回復力(彈性力)而使結構物33恢復至振動前之初始位置(相當於原點位置O)。對於往復移動構件2之活塞桿6經由安裝部7而與結構物33側之連結,當結構物33不產生振動,或者藉由螺旋彈簧35而使結構物33恢復至初始位置並靜止之狀態下,如圖1所示,活塞5在H方向上,位於壓缸10之大致中央處,即位於原點位置O。The recovery mechanism for returning the structure 33 to the initial position is provided with an elastic means including a coil spring 35 interposed between the structure 33 and the floor 31 provided with the structure 33, and a coil spring 35 having a spring constant of K When the structure 33 is caused to vibrate in the H direction, expansion and contraction occurs. When the earthquake is completed, the structure 33 is restored to the initial position before the vibration (corresponding to the origin position O) by the restoring force (elastic force). The piston rod 6 of the reciprocating member 2 is coupled to the side of the structure 33 via the mounting portion 7, and when the structure 33 does not vibrate, or the structure 33 is returned to the initial position by the coil spring 35 and is stationary. As shown in FIG. 1, the piston 5 is located at substantially the center of the cylinder 10 in the H direction, that is, at the origin position O.

於該狀態下,控制部22接受來自檢測機構21之顯示有活塞5位於原點位置O(D=0)之檢測結果,並以如下方式控制控制孔口閥15:使控制孔口閥15之孔口通道直徑最大,換言之,即便於控制孔口閥15之孔口通道中流動有矽油16,實質上亦不會產生減振力R(R=0)。例如,當結構物33因地震而於H方向上振動,使活塞5經由活塞桿6最先於例如圖3所示之H方向上在H1方向移動時,室11側之矽油16經由控制孔口閥15之孔口通道而流動至室13側,然而,在活塞5於H1方向上自大致中央位置(原點位置O,D=0)至H1方向上之正最大位移位置(D=D+max)之移動中,減振力產生機構3產生圖7中直線41所示之零反作用力(阻力)R,並將其供給至活塞桿6,上述零反作用力(阻力)R由控制孔口閥15之成為最大直徑之孔口通道而產生。In this state, the control unit 22 receives the detection result from the detecting means 21 indicating that the piston 5 is at the origin position O (D = 0), and controls the control orifice valve 15 in such a manner as to control the orifice valve 15 The diameter of the orifice passage is the largest, in other words, even if the oil 16 flows in the orifice passage of the control orifice valve 15, the damping force R (R = 0) is not substantially generated. For example, when the structure 33 vibrates in the H direction due to an earthquake, and the piston 5 is moved in the H1 direction by the piston rod 6 first in the H direction shown, for example, in FIG. 3, the oil 16 on the chamber 11 side passes through the control orifice. The orifice passage of the valve 15 flows to the chamber 13 side, however, the positive maximum displacement position (D=D+max) from the substantially central position (origin position O, D=0) to the H1 direction of the piston 5 in the H1 direction. In the movement, the damping force generating mechanism 3 generates a zero reaction force (resistance) R shown by a straight line 41 in Fig. 7, and supplies it to the piston rod 6, which is controlled by the orifice valve 15 It is produced as the largest diameter orifice channel.

進而,如圖3所示,將活塞5移動至H1方向之正最大位移位置(D=D+max)後,若活塞5於H方向上向與H1方向相反之方向即H2方向開始移動,則接受來自檢測機構21之檢測結果之控制部22判斷活塞5到達H1方向之正最大位移位置(D=D+max)後,已於H方向上向與H1方向之相反方向即H2方向開始移動,並立即以下述方式控制控制孔口閥15:縮小控制孔口閥15之孔口通道直徑,使矽油16於控制孔口閥15之孔口通道上流動時,會產生固定之減振力R。若於該狀態下活塞5向H2方向移動,則此次室13側之矽油16經由控制孔口閥15之孔口通道而流動至室11側,因而在活塞5向H2方向自正最大位移位置(D=D+max)至H2方向之大致中央位置(原點位置O,D=0)之移動中,減振力產生機構3產生由圖7之曲線42所示之固定反作用力(阻力)R,並將其供給至活塞桿6,上述反作用力(阻力)R由控制孔口閥15縮小後之孔口通道而產生。Further, as shown in FIG. 3, after the piston 5 is moved to the positive maximum displacement position (D=D+max) in the H1 direction, if the piston 5 starts moving in the H direction in the direction opposite to the H1 direction in the H direction, the acceptance is from When the control unit 22 of the detection result of the detecting means 21 determines that the piston 5 has reached the positive maximum displacement position (D = D + max) in the H1 direction, it has moved in the H direction in the H direction opposite to the H1 direction, and immediately follows the following. Mode Control Control Nozzle Valve 15: Reduces the diameter of the orifice passage of the control orifice valve 15 to cause a fixed damping force R when the oil 16 flows over the orifice passage of the control orifice valve 15. When the piston 5 moves in the H2 direction in this state, the sputum oil 16 on the chamber 13 side flows to the chamber 11 side via the orifice passage of the control orifice valve 15, and thus the piston 5 is displaced from the positive to the maximum displacement position in the H2 direction. During the movement of (D=D+max) to the substantially central position (original position O, D=0) in the H2 direction, the damping force generating mechanism 3 generates a fixed reaction force (resistance) R as shown by the curve 42 of FIG. This is supplied to the piston rod 6, and the above-described reaction force (resistance) R is generated by the orifice passage which is controlled by the orifice valve 15.

進而,如圖3所示,將活塞5自正最大位移位置(D=D+max)向H2方向移動後,如圖4所示,若活塞5到達大致中央位置(原點位置O,D=0),則接受來自檢測機構21之檢測結果之控制部22判斷活塞5已到達大致中央位置(D=0),並立即以下述方式控制控制孔口閥15:使控制孔口閥15之孔口通道直徑最大,換言之,即便控制孔口閥15之孔口通道中流動有矽油16,亦不會實質上產生減振力R(R=0)。Further, as shown in FIG. 3, after the piston 5 is moved from the positive maximum displacement position (D=D+max) to the H2 direction, as shown in FIG. 4, when the piston 5 reaches the approximate center position (origin position O, D=0) Then, the control unit 22 that receives the detection result from the detecting mechanism 21 judges that the piston 5 has reached the approximate center position (D=0), and immediately controls the control orifice valve 15 in such a manner as to control the orifice passage of the orifice valve 15. The diameter is the largest, in other words, even if the squeegee 16 flows in the orifice passage of the control orifice valve 15, the damping force R (R = 0) is not substantially generated.

若活塞5自壓缸10之大致中央位置(D=0)進而繼續向H2方向移動,則在活塞5自H2方向之大致中央位置(D=0)向H2方向移動中,減振力產生機構3產生由圖7之直線43所示之零反作用力(阻力)R,並將其供給至活塞桿6,上述零反作用力(阻力)R由控制孔口閥15之成為最大直徑之孔口通道而產生。When the piston 5 continues to move in the H2 direction from the substantially central position (D=0) of the cylinder 10, the piston 5 moves in the H2 direction from the substantially central position (D=0) in the H2 direction, and the damping force generating mechanism 3 generates a zero reaction force (resistance) R shown by a straight line 43 of Fig. 7, and supplies it to the piston rod 6, which is the orifice passage that controls the orifice valve 15 to become the largest diameter. And produced.

活塞5在如圖4所示之自大致中央位置(D=0)向H2方向之移動中,如圖5所示,當活塞5到達H2方向之負最大位移位置(D=-max)後,若活塞5於H方向上再次向與H2方向之相反方向即H1方向開始移動,則接受來自檢測機構21之檢測結果之控制部22判斷活塞5到達H2方向之負最大位移位置(D=D-max)後,已於H方向上向與H2方向之相反方向即H1方向開始移動,並立即以下述方式控制控制孔口閥15:縮小控制孔口閥15之孔口通道直徑,使矽油16於控制孔口閥15之孔口通道中流動時,會產生固定之減振力R。若於該狀態下活塞5向H1方向移動,則室11側之矽油16經由控制孔口閥15之孔口通道而向室13側流動,因而於活塞5於H1方向上,自負最大位移位置(D=D-max)至H1方向之大致中央位置(原點位置O,D=0)之移動中,減振力產生機構3產生由圖7之曲線44所示之固定反作用力(阻力)R,並將其供給至活塞桿6,上述反作用力(阻力)R由控制孔口閥15縮小後之孔口通道而產生。When the piston 5 moves from the substantially central position (D=0) to the H2 direction as shown in FIG. 4, as shown in FIG. 5, when the piston 5 reaches the negative maximum displacement position (D=-max) in the H2 direction, When the piston 5 starts moving again in the H1 direction opposite to the H2 direction in the H direction, the control unit 22 that receives the detection result from the detecting mechanism 21 determines that the piston 5 reaches the negative maximum displacement position in the H2 direction (D=D- After max), the movement in the H direction is opposite to the direction opposite to the H2 direction, that is, the H1 direction, and the control orifice valve 15 is immediately controlled in the following manner: the diameter of the orifice passage of the control orifice valve 15 is reduced, so that the oil 16 is When the flow in the orifice passage of the orifice valve 15 is controlled, a fixed damping force R is generated. When the piston 5 moves in the H1 direction in this state, the oil 16 on the chamber 11 side flows to the chamber 13 side via the orifice passage of the control orifice valve 15, and thus the piston 5 is at the maximum displacement position in the H1 direction ( In the movement of D=D-max) to the substantially central position (origin position O, D = 0) in the H1 direction, the damping force generating mechanism 3 generates a fixed reaction force (resistance) R shown by a curve 44 of Fig. 7. And supplying it to the piston rod 6, the above-mentioned reaction force (resistance) R is generated by the orifice passage which is controlled by the orifice valve 15 being reduced.

進而,活塞5在如圖5所示之自負最大位移位置(D=D-max)向H1方向移動後,圖6所示,當活塞5到達大致中央位置(原點位置O,D=0)時,接受來自檢測機構21之檢測結果之控制部22判斷活塞5已到達大致中央位置(D=0),並立即以下述方式控制控制孔口閥15:使控制孔口閥15之孔口通道直徑最大,換言之,即便控制孔口閥15之孔口通道中流動有矽油16,亦不會實質上產生減振力R(R=0),然而,在活塞5於H1方向上自大致中央位置(原點位置O,D=0)至H1方向之正最大位移位置(D=D+max)之移動中,減振力產生機構3再次產生由圖7之直線41所示之零反作用力(阻力)R,並將其供給至活塞桿6。Further, after the piston 5 is moved in the H1 direction at the self-negative maximum displacement position (D=D-max) as shown in Fig. 5, as shown in Fig. 6, when the piston 5 reaches the approximate center position (origin position O, D = 0) At this time, the control unit 22 that receives the detection result from the detecting mechanism 21 judges that the piston 5 has reached the approximate center position (D = 0), and immediately controls the control orifice valve 15 in such a manner as to control the orifice passage of the orifice valve 15. The diameter is the largest, in other words, even if the squeegee 16 flows in the orifice passage of the control orifice valve 15, the damping force R (R = 0) is not substantially generated, however, the piston 5 is substantially central from the H1 direction. In the movement of the (original position O, D = 0) to the positive maximum displacement position (D = D + max) in the H1 direction, the damping force generating mechanism 3 again generates the zero reaction force (resistance) indicated by the straight line 41 of Fig. 7. R and supply it to the piston rod 6.

以下,活塞5再次移動至H1方向之正最大位移位置(D=+max)之後,活塞5在限於H2方向與H1方向上之振動中重複上述動作,振動能吸收裝置1將由圖7之直線41、曲線42、直線43及曲線44所示之減振環而形成之減振力R(反作用力R)供給至活塞桿6後,使由地震而導致之結構物33在H方向上之振動衰減。繼而,於振動能吸收裝置1中,由地震引起結構物33在H方向上振動之振幅及速度減小,並且由直線41、曲線42、直線43及曲線44所示之減振環變小,將該減振環顯示之減振作用提供給地震引起之結構物33在H方向上之振動,藉此,一旦結構物33之振動平息,則結構物33可利用螺旋彈簧35之回復力而恢復至初始位置。Hereinafter, after the piston 5 is again moved to the positive maximum displacement position (D=+max) in the H1 direction, the piston 5 repeats the above operation in the vibration limited to the H2 direction and the H1 direction, and the vibration energy absorbing device 1 will be the line 41 of FIG. The damping force R (reaction force R) formed by the damper rings shown by the curve 42, the straight line 43, and the curve 44 is supplied to the piston rod 6, and the vibration of the structure 33 caused by the earthquake in the H direction is attenuated. Then, in the vibration energy absorbing apparatus 1, the amplitude and speed of the vibration of the structure 33 in the H direction are reduced by the earthquake, and the damper rings shown by the straight line 41, the curve 42, the straight line 43, and the curve 44 become smaller. The damping effect exhibited by the damper ring is supplied to the vibration of the structure 33 caused by the earthquake in the H direction, whereby the structure 33 can be restored by the restoring force of the coil spring 35 once the vibration of the structure 33 subsides. To the initial position.

於結構物33之振動過程中,在活塞5所移經之H方向上之各位置D,對結構物33負載有圖7中如回復力直線45所表示的螺旋彈簧35之回復力R及振動能吸收裝置1之減振力R(反作用力R),但由於振動能吸收裝置1係對於結構物33在位置D上之位移而具有所謂負剛度者,故結構物33所負載之振動能吸收裝置1之減振力R與螺旋彈簧之回復力R的合力較小,因此受到此等合力之結構物33之剛度不必特別大。During the vibration of the structure 33, at each position D in the H direction through which the piston 5 is moved, the restoring force R and the vibration of the coil spring 35 indicated by the restoring force line 45 in Fig. 7 are applied to the structure 33. The damping force R (reaction force R) of the device 1 can be absorbed, but since the vibration energy absorbing device 1 has a so-called negative stiffness for the displacement of the structure 33 at the position D, the vibration energy absorbed by the structure 33 can be absorbed. The combined force of the damping force R of the device 1 and the restoring force R of the coil spring is small, so the rigidity of the structure 33 subjected to such resultant forces need not be particularly large.

即,根據振動能吸收裝置1,利用控制機構4,於往復移動構件2在H方向上之往復移動中,一方面,於自正負最大位移位置D±max至原點位置O之各個位置之移動中,使減振力產生機構3產生固定之減振力,另一方面,繼此等移動之後,於自原點位置O至正負最大位移位置D±max之各個位置之移動中,使減振力產生機構3實質上不產生減振力,因而為了實現結構物33之抗震化,即便使往復移動構件2連結於該結構物33上,並將振動能吸收裝置1設置於結構物33上,當地震等引起結構物33振動時,於自原點位置O至正負最大位移位置D±max之各個位置之移動中,不會於結構物33之連接有往復移動構件2之部位產生由振動能吸收裝置1之減振力而導致之力,因而不必使該部位具有很強剛度,而且,當地震等引起結構物33振動時,於自正負最大位移位置D±max至原點位置O之各個位置之移動中,附設的螺旋彈簧35之恢復力及振動能吸收裝置1之減振力會相互抵消,藉此亦可不必結構物33之連結有往復移動構件2之部位具有很強剛度。That is, according to the vibration energy absorbing apparatus 1, the reciprocating movement of the reciprocating member 2 in the H direction by the control mechanism 4, on the one hand, the movement from the positive and negative maximum displacement position D±max to the position of the origin position O In the middle, the damping force generating mechanism 3 generates a fixed damping force, and on the other hand, after the movement, the vibration is reduced in the movement from the origin position O to the positive and negative maximum displacement positions D±max. Since the force generating mechanism 3 does not substantially generate the damping force, in order to achieve the earthquake resistance of the structure 33, even if the reciprocating member 2 is coupled to the structure 33, and the vibration energy absorbing device 1 is placed on the structure 33, When the structure 33 vibrates due to an earthquake or the like, the vibration energy is not generated in the portion where the reciprocating member 2 is connected to the structure 33 in the movement from the origin position O to the position of the positive/negative maximum displacement position D±max. Absorbing the force caused by the damping force of the device 1, so that it is not necessary to make the portion have a strong rigidity, and when the structure 33 vibrates due to an earthquake or the like, at each of the positive and negative maximum displacement positions D±max to the origin position O position Movement, vibration and the restoring force of the coil spring 35 attached to the damping force to absorb the apparatus 1 will cancel each other, whereby the coupling structure 33 may not necessarily have the portion of the reciprocating member 2 has a strong rigidity.

上述結構物之例係藉由輥32而實現之隔震化結構物33,除此而外,亦可將結構物33經由滑動構件等而設置於地面31上,使結構物33相對於地面31可於H方向上移動,以實現隔震化,進而,結構物亦可為例如具有層積橡膠支承墊之隔震化結構物,於此情形時,可省略螺旋彈簧35,而由作為彈性裝置之層積橡膠支承墊來承擔恢復功能,進而,結構物亦可為未實現隔震化之結構物,於此情形時,無須將恢復機構特別設置於結構物以外之物體上,亦可使結構物自身具備恢復功能。又,於控制孔口閥15之孔口通道之通道阻力調節後之隔震化結構物或者未經隔震化之結構物上,可獲得由圖7之直線41、曲線52、直線43及曲線54,或者直線41、曲線62、直線43及曲線64所示之最佳減振環。再者,圖7所示之曲線係用於說明之原理性曲線,實際上,例如曲線42與直線43未經過原點(=0)而連結,且曲線44與直線41亦如此。An example of the above-described structure is a vibration-isolating structure 33 realized by a roller 32. Alternatively, the structure 33 may be placed on the floor 31 via a sliding member or the like so that the structure 33 is opposed to the ground 31. It can be moved in the H direction to achieve vibration isolation. Further, the structure may be, for example, a vibration-isolated structure having a laminated rubber support pad. In this case, the coil spring 35 may be omitted and used as an elastic device. The laminated rubber support pad is used for the recovery function, and further, the structure may be a structure that is not subjected to the vibration isolation. In this case, the recovery mechanism is not required to be particularly disposed on an object other than the structure, and the structure may be The object itself has a recovery function. Moreover, the line 41, the curve 52, the line 43 and the curve from FIG. 7 can be obtained on the isolation structure or the structure without the isolation of the channel resistance of the orifice channel of the control orifice valve 15. 54, or the best damping ring shown by line 41, curve 62, line 43 and curve 64. Further, the curve shown in FIG. 7 is for explaining the principle curve. Actually, for example, the curve 42 and the straight line 43 are not connected by the origin (=0), and the curve 44 and the straight line 41 are also the same.

又,控制機構4控制減振力產生機構3之控制孔口閥15,使控制孔口閥15之孔口通道自正負最大位移位置D±max至原點位置O縮小為固定直徑,除此而外,亦可以下述方式控制減振力產生機構3之控制孔口閥15:於往復移動構件2在H方向之往復移動中,於自正負最大位移位置D±max至原點位置O之各個位置之移動中,使控制孔口閥15之孔口通道直徑逐漸縮小,以使於減振力產生機構3中產生逐漸減小之減振力R,進而,控制機構4及減振力產生機構3可由停電時可動作之機械構件而構成,而不包含如檢測器23、24及25、控制部22及控制孔口閥15等電性作動構件。Moreover, the control mechanism 4 controls the control orifice valve 15 of the damping force generating mechanism 3 to reduce the orifice passage of the control orifice valve 15 from the positive and negative maximum displacement position D±max to the origin position O to a fixed diameter. In addition, the control orifice valve 15 of the damping force generating mechanism 3 can also be controlled in the following manner: in the reciprocating movement of the reciprocating member 2 in the H direction, from the positive and negative maximum displacement position D±max to the origin position O During the movement of the position, the diameter of the orifice passage of the control orifice valve 15 is gradually reduced, so that a gradually decreasing damping force R is generated in the damping force generating mechanism 3, and further, the control mechanism 4 and the damping force generating mechanism 3 It can be constituted by a mechanical member that can be operated at the time of power failure, and does not include an electrically actuating member such as the detectors 23, 24, and 25, the control unit 22, and the control orifice valve 15.

1...振動能吸收裝置1. . . Vibration energy absorbing device

2...往復移動構件2. . . Reciprocating member

3...減振力產生機構3. . . Damping force generating mechanism

4...控制機構4. . . Control mechanism

圖1係本發明之實施形態之一較佳例的說明圖。BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is an explanatory view showing a preferred embodiment of an embodiment of the present invention.

圖2係將圖1所示之例應用於結構物之例的說明圖。Fig. 2 is an explanatory view showing an example in which the example shown in Fig. 1 is applied to a structure.

圖3係圖2所示之例之動作說明圖。Fig. 3 is an explanatory view of the operation of the example shown in Fig. 2.

圖4係圖2所示之例之動作說明圖。Fig. 4 is an explanatory view of the operation of the example shown in Fig. 2.

圖5係圖2所示之例之動作說明圖。Fig. 5 is an explanatory view of the operation of the example shown in Fig. 2.

圖6係圖2所示之例之動作說明圖。Fig. 6 is an explanatory view of the operation of the example shown in Fig. 2.

圖7係圖2所示之例之動作說明圖。Fig. 7 is an explanatory view of the operation of the example shown in Fig. 2.

1...振動能吸收裝置1. . . Vibration energy absorbing device

2...往復移動構件2. . . Reciprocating member

3...減振力產生機構3. . . Damping force generating mechanism

4...控制機構4. . . Control mechanism

5...活塞5. . . piston

6...活塞桿6. . . Piston rod

7...安裝部7. . . Installation department

10...壓缸10. . . Pressure cylinder

11、13...室11,13. . . room

12、14...埠12, 14. . . port

15...控制孔口閥15. . . Control orifice valve

16...矽油16. . . Oyster sauce

21...檢測機構twenty one. . . testing facility

22...控制部twenty two. . . Control department

23、24、25...檢測器23, 24, 25. . . Detector

Claims (9)

一種振動能吸收裝置,其包括:往復移動構件,其可受到來自因彈性裝置於振動後恢復至初始位置之結構物之振動,並相對於原點位置,自如地往復移動於正負之最大位移位置;減振力產生機構,其對該往復移動構件之往復移動產生減振力;及控制機構,其以如下方式控制減振力產生機構:於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之朝向該原點位置之各個移動,使減振力產生機構對該移動產生減振力,另一方面,在接著此等移動之自原點位置至正負最大位移位置之朝向該正負最大位移位置之各個移動,不使減振力產生機構對該移動實質上產生減振力。 A vibration energy absorbing device comprising: a reciprocating member that is responsive to vibration of a structure that is restored to an initial position by vibration of the elastic device, and reciprocally reciprocates at a maximum displacement position with respect to an origin position a damping force generating mechanism that generates a damping force for the reciprocating movement of the reciprocating member; and a control mechanism that controls the damping force generating mechanism in the following manner: in the reciprocating movement of the reciprocating member, the maximum displacement from the positive and negative Each movement of the position to the origin position toward the origin position causes the damping force generating mechanism to generate a damping force for the movement, and on the other hand, the direction from the origin position to the positive and negative maximum displacement position following the movement Each of the positive and negative maximum displacement positions does not cause the damping force generating mechanism to substantially generate a damping force for the movement. 如請求項1之振動能吸收裝置,其中控制機構控制減振力產生機構,以便於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之朝向該原點位置之各個移動,使減振力產生機構產生大致一定之減振力。 The vibration energy absorbing device according to claim 1, wherein the control mechanism controls the damping force generating mechanism to facilitate the movement of the reciprocating moving member in the reciprocating movement from the positive and negative maximum displacement position to the origin position toward the origin position, The damping force generating mechanism generates a substantially constant damping force. 如請求項1之振動能吸收裝置,其中控制機構控制減振力產生機構,以便於往復移動構件之往復移動中,在自正負最大位移位置至原點位置之朝向該原點位置之各個移動,使減振力產生機構產生逐漸減小之減振力。 The vibration energy absorbing device according to claim 1, wherein the control mechanism controls the damping force generating mechanism to facilitate the movement of the reciprocating moving member in the reciprocating movement from the positive and negative maximum displacement position to the origin position toward the origin position, The damping force generating mechanism produces a gradually decreasing damping force. 如請求項1至3中任一項之振動能吸收裝置,其中往復移動構件包括活塞以及與該活塞連結之活塞桿;減振力產生機構包括:壓缸,其將活塞往復移動自如地收容,並且貫通有活塞桿;控制孔口閥,其藉由一方之埠而與壓 缸內之由活塞所區劃之一方之室連通,並藉由他方之埠而與壓缸內之由活塞所區劃之他方之室連通;及容納於壓缸內之流體;控制機構根據活塞之往復移動而控制控制孔口閥,以便於活塞之往復移動中,在自正負最大位移位置至原點位置之朝向該原點位置之各個移動,藉控制孔口閥中之流體通過而對該移動產生減振力,另一方面,在繼續此等移動之自原點位置至正負最大位移位置之朝向該正負最大位移位置之各個移動,不因控制孔口閥中之流體通過而對該移動實質上產生減振力。 The vibration energy absorbing device according to any one of claims 1 to 3, wherein the reciprocating member includes a piston and a piston rod coupled to the piston; the damping force generating mechanism includes: a pressure cylinder that reciprocally moves the piston, And through the piston rod; control the orifice valve, which is pressed by one side The chamber in the cylinder is connected by one of the chambers partitioned by the piston, and communicates with other chambers in the cylinder that are partitioned by the piston by the other side; and the fluid contained in the cylinder; the control mechanism reciprocates according to the piston Moving and controlling the orifice valve to facilitate the movement of the piston, the movement from the positive and negative maximum displacement position to the origin position toward the origin position, by controlling the passage of fluid in the orifice valve to generate the movement Damping force, on the other hand, the movement of the positive and negative maximum displacement positions from the origin position to the positive and negative maximum displacement positions continuing the movement, the movement is not substantially caused by the passage of the fluid in the control orifice valve Generates damping force. 如請求項4之振動能吸收裝置,其中控制機構包括檢測活塞往復移動之檢測機構,並根據該檢測機構來控制控制孔口閥。 The vibration energy absorbing device of claim 4, wherein the control mechanism comprises a detecting mechanism for detecting a reciprocating movement of the piston, and controlling the orifice valve according to the detecting mechanism. 一種結構物,其以下列方式連結於請求項1至5中任一項之振動能吸收裝置:以該往復移動構件接受結構物振動。 A structure which is coupled to the vibration energy absorbing apparatus of any one of claims 1 to 5 in such a manner that the structure vibrates with the reciprocating member. 如請求項6之結構物,其係隔震化者,且連結於振動後使結構物恢復至初始位置之恢復機構。 The structure of claim 6, which is a vibration isolating device and is coupled to a recovery mechanism that restores the structure to an initial position after vibration. 如請求項7之結構物,其中恢復機構包括彈性裝置,其介於結構物與設置結構物之地面之間。 The structure of claim 7, wherein the recovery mechanism comprises a resilient means interposed between the structure and the ground on which the structure is disposed. 如請求項8之結構物,其中彈性裝置包括層積橡膠支承墊及螺旋彈簧中之至少一個。The structure of claim 8, wherein the elastic means comprises at least one of a laminated rubber support pad and a coil spring.
TW095147650A 2005-09-13 2006-12-19 Vibration absorption device TWI386565B (en)

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Publication number Priority date Publication date Assignee Title
TW305914B (en) * 1996-10-14 1997-05-21 Hawse Co Ltd Direction-type active joint and its damping usage
TW459105B (en) * 1999-11-08 2001-10-11 Thk Co Ltd Damping device
JP2004301306A (en) * 2003-04-01 2004-10-28 Hirokazu Iemura Vibrational energy absorber having negative rigidity and structure therewith

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW305914B (en) * 1996-10-14 1997-05-21 Hawse Co Ltd Direction-type active joint and its damping usage
TW459105B (en) * 1999-11-08 2001-10-11 Thk Co Ltd Damping device
JP2004301306A (en) * 2003-04-01 2004-10-28 Hirokazu Iemura Vibrational energy absorber having negative rigidity and structure therewith

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