TWI675971B - Seismic device - Google Patents

Seismic device Download PDF

Info

Publication number
TWI675971B
TWI675971B TW107137502A TW107137502A TWI675971B TW I675971 B TWI675971 B TW I675971B TW 107137502 A TW107137502 A TW 107137502A TW 107137502 A TW107137502 A TW 107137502A TW I675971 B TWI675971 B TW I675971B
Authority
TW
Taiwan
Prior art keywords
friction
vibration
damper
viscous fluid
viscous
Prior art date
Application number
TW107137502A
Other languages
Chinese (zh)
Other versions
TW201930746A (en
Inventor
佐佐木和彦
Kazuhiko Sasaki
Original Assignee
日商翁令司工業股份有限公司
Oiles Corporation
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 日商翁令司工業股份有限公司, Oiles Corporation filed Critical 日商翁令司工業股份有限公司
Publication of TW201930746A publication Critical patent/TW201930746A/en
Application granted granted Critical
Publication of TWI675971B publication Critical patent/TWI675971B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

本發明提供一種於震動的位移較大時以及較小時皆可有效地發揮震動的衰減機能之制震裝置。
制震裝置(10),係由包含下側樑部(2)與上側樑部(3)之結構物(1)所具備。制震裝置(10)具備:黏性阻尼器(11)、及摩擦阻尼器(30)、以及切換由黏性阻尼器(11)所單獨進行之震動的衰減與由黏性阻尼器(11)及摩擦阻尼器(30)的併用所進行之震動的衰減之切換機構(40)。切換機構(40),具備:設置在黏性流體容器(12)之第1構件(41)、以及和第1構件(41)的水平移動方向相對向而設置在摩擦傳達板(31),並且當黏性流體容器(12)相對於摩擦傳達板(31)之水平方向上的位移超過第1既定間隔(L1)時,藉由抵接於第1構件(41),使摩擦傳達板(31)與黏性流體容器(12)一同往水平方向移動之第2構件(42)。
The invention provides a vibration damping device that can effectively exert the attenuation function of vibration when the displacement of the vibration is large and small.
The vibration damping device (10) is provided by a structure (1) including a lower side beam portion (2) and an upper side beam portion (3). The vibration damping device (10) is provided with a viscous damper (11), a friction damper (30), and switching between the attenuation of vibrations independently performed by the viscous damper (11) and the viscous damper (11) A switching mechanism (40) for damping vibration in combination with a friction damper (30). The switching mechanism (40) includes a first member (41) provided in the viscous fluid container (12), and a friction transmission plate (31) opposite to a horizontal movement direction of the first member (41), and When the displacement in the horizontal direction of the viscous fluid container (12) relative to the friction transmitting plate (31) exceeds the first predetermined interval (L1), the friction transmitting plate (31) is brought into contact with the first member (41). ) A second member (42) that moves horizontally with the viscous fluid container (12).

Description

制震裝置Vibration damping device

本發明係關於由包含下側樑部與上側樑部之結構物所具備之制震裝置。The present invention relates to a vibration damping device provided in a structure including a lower side beam portion and an upper side beam portion.

以往於建築物等之結構物中,為了提升其制震性而設置使水平方向上的震動衰減之制震裝置。例如於建築物中,在水平方向上延伸存在之下側樑部與其上側樑部之間具備制震裝置。Conventionally, in a structure such as a building, a vibration damping device that attenuates vibrations in the horizontal direction is provided in order to improve the vibration damping property. For example, in a building, a vibration damping device is provided between a lower side beam portion and an upper side beam portion extending in a horizontal direction.

此制震裝置,為人所知者有一種複合式制震裝置,其係具備:使用具有黏性力之黏性流體使水平方向上的震動衰減之黏性阻尼器,以及使用具有復原力之鉛心隔震橡膠使水平方向上的震動衰減之履歷型阻尼器(例如參考專利文獻1)。This vibration damping device is known to have a composite vibration damping device, which is provided with a viscous damper that attenuates vibrations in the horizontal direction using a viscous fluid with viscous force, and a viscous damper Lead-type vibration-isolating rubber is a historical damper that attenuates vibrations in the horizontal direction (for example, refer to Patent Document 1).

專利文獻1之制震裝置,是由黏性阻尼器與履歷型阻尼器所構成。黏性阻尼器具備:設置在下側樑部上之黏性流體容器;與貯留於該黏性流體容器之黏性流體;與從上側樑部垂下並浸漬在黏性流體並且相對於黏性流體容器進行水平移動之阻力板。履歷型阻尼器具備:一端面固定在阻力板之鉛心隔震橡膠,以及固定該鉛心隔震橡膠的另一端面與黏性流體容器的外表面之固定板。The vibration damping device of Patent Document 1 is composed of a viscous damper and a history-type damper. The viscous damper includes: a viscous fluid container provided on the lower side beam portion; and a viscous fluid stored in the viscous fluid container; and a viscous fluid container suspended from the upper side beam portion and immersed in the viscous fluid. A resistance plate for horizontal movement. The history-type damper includes a lead-core vibration isolation rubber whose one end surface is fixed to a resistance plate, and a fixing plate which fixes the other end surface of the lead-core vibration isolation rubber and the outer surface of the viscous fluid container.

當水平方向上的震動作用於建築物時,黏性流體容器相對於阻力板在水平方向上震動。黏性阻尼器中,位於黏性流體容器的內表面與阻力板之間之黏性流體,使黏性流體容器相對於阻力板之水平方向上的震動衰減。履歷型阻尼器中,經由固定板位於黏性流體容器的外表面與阻力板之間之鉛心隔震橡膠,使黏性流體容器相對於阻力板之水平方向上的震動衰減。

[先前技術文獻]
[專利文獻]
When the vibration in the horizontal direction acts on the building, the viscous fluid container vibrates in the horizontal direction relative to the resistance plate. In the viscous damper, the viscous fluid between the inner surface of the viscous fluid container and the resistance plate attenuates the vibration of the viscous fluid container in a horizontal direction relative to the resistance plate. In the history type damper, the vibration in the horizontal direction of the viscous fluid container relative to the resistance plate is attenuated through the lead-core vibration-isolating rubber between the outer surface of the viscous fluid container and the resistance plate through the fixed plate.

[Prior technical literature]
[Patent Literature]

專利文獻1:日本特開2001-248326號公報Patent Document 1: Japanese Patent Application Laid-Open No. 2001-248326

[發明所欲解決之課題][Problems to be Solved by the Invention]

根據上述專利文獻1之制震裝置,設置有黏性阻尼器與履歷阻尼器。然而,與黏性阻尼器相比,履歷型阻尼器較硬(即使是較小位移,荷重亦大),於震動的位移大(荷重大)時雖可發揮衰減機能,但在微震動(較小荷重)時不會變形而無法使震動衰減。因此,當並聯地設置黏性阻尼器與履歷阻尼器時,於震動的位移小時,衰減性能降低。
本發明之目的,係鑑於該先前技術之課題而在於提供一種於震動的位移較大時以及較小時皆可有效地發揮震動的衰減機能之制震裝置。

[用以解決課題之手段]
According to the vibration damping device of Patent Document 1, the viscous damper and the history damper are provided. However, compared with the viscous damper, the history type damper is harder (even with a small displacement and a large load). Although it can exert the attenuation function when the displacement of the vibration is large (heavy load), (Small load) will not deform and will not attenuate vibration. Therefore, when a viscous damper and a history damper are provided in parallel, the attenuation performance decreases when the displacement of the vibration is small.
An object of the present invention is to provide a vibration damping device that can effectively exert a vibration damping function when the displacement of a vibration is large and small in view of the problems of the prior art.

[Means to solve the problem]

[1]本發明之第1樣態的制震裝置,
其係由包含下側樑部與上側樑部之結構物所具備之制震裝置,其特徵為
具備:藉由黏性力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之黏性阻尼器、及連結於該黏性阻尼器並藉由摩擦力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之摩擦阻尼器、以及切換由前述黏性阻尼器所單獨進行之震動的衰減與由前述黏性阻尼器及前述摩擦阻尼器的併用所進行之震動的衰減之切換機構;
前述黏性阻尼器,具備:固定在前述下側樑部上之黏性流體容器、及貯留於該黏性流體容器之黏性流體、以及於固定在前述上側樑部之狀態下垂下並浸漬在前述黏性流體並且相對於前述黏性流體容器進行水平移動之阻力板;
前述摩擦阻尼器,具備:相對於前述阻力板可水平移動地設置之摩擦傳達板、以及設置在該摩擦傳達板與前述黏性阻尼器的前述阻力板之間之摩擦力產生部;
前述切換機構,具備:設置在前述黏性流體容器之第1構件、以及和該第1構件的水平移動方向相對向而設置在前述摩擦傳達板之第2構件;當前述黏性流體容器相對於前述摩擦傳達板之水平方向上的位移,超過前述第1構件之水平方向上的端部與和該端部相對向之前述第2構件的端部之第1既定間隔時,藉由抵接於前述第1構件,使前述摩擦傳達板與前述黏性流體容器一同相對於前述阻力板相對地往水平方向移動。
[1] A vibration damping device according to a first aspect of the present invention,
It is a vibration damping device provided by a structure including a lower side beam portion and an upper side beam portion, and is characterized in that the vibration damping in the horizontal direction of the lower side beam portion and the upper side beam portion is attenuated by an adhesive force. A viscous damper coupled to the viscous damper, and a friction damper that attenuates vibrations of the lower side beam portion and the upper side beam portion in a horizontal direction by friction, and switches the viscous damper A switching mechanism for the attenuation of the vibration performed alone and the attenuation of the vibration performed by a combination of the aforementioned viscous damper and the aforementioned friction damper;
The viscous damper includes a viscous fluid container fixed to the lower side beam portion, a viscous fluid stored in the viscous fluid container, and hanging down and immersed in a state of being fixed to the upper side beam portion. A resistance plate for moving said viscous fluid horizontally relative to said viscous fluid container;
The friction damper includes a friction transmission plate that is horizontally movable with respect to the resistance plate, and a friction force generating portion provided between the friction transmission plate and the resistance plate of the viscous damper;
The switching mechanism includes: a first member provided on the viscous fluid container; and a second member provided on the friction transmitting plate opposite to a horizontal moving direction of the first member; and when the viscous fluid container is opposed to When the horizontal displacement of the friction transmitting plate exceeds a first predetermined interval between an end portion in the horizontal direction of the first member and an end portion of the second member opposite to the end portion, the friction transmission plate abuts against The first member moves the friction transmitting plate and the viscous fluid container relatively horizontally with respect to the resistance plate.

根據該構成之制震裝置,下側樑部與上側樑部之水平方向上的震動可藉由黏性阻尼器與摩擦阻尼器來衰減。具體而言,於黏性阻尼器側,當以固定在上側樑部之狀態垂下之阻力板相對於固定在下側樑部上之黏性流體容器在水平方向上移動時,藉由貯留於黏性流體容器之黏性流體,使阻力板相對於黏性流體容器之水平方向上的震動衰減。According to the vibration damping device of this configuration, the vibration in the horizontal direction of the lower side beam portion and the upper side beam portion can be damped by the viscous damper and the friction damper. Specifically, on the viscous damper side, when the resistance plate hanging down in a state of being fixed to the upper side beam portion moves horizontally with respect to the viscous fluid container fixed to the lower side beam portion, it is stored in the viscous The viscous fluid of the fluid container attenuates the vibration of the resistance plate in the horizontal direction relative to the viscous fluid container.

此外,於摩擦阻尼器側,當摩擦傳達板相對於阻力板在水平方向上移動時,藉由設置在摩擦傳達板與阻力板之間之摩擦力產生部,使阻力板相對於摩擦傳達板之水平方向上的震動衰減。在此,切換機構,當黏性流體容器相對於摩擦傳達板之水平方向上的位移,超過第1構件之水平方向上的端部與相對像於該端部之第2構件的端部之第1既定間隔時,設置在黏性流體容器之第1構件抵接於設置在摩擦傳達板之第2構件,使摩擦傳達板與黏性流體容器一同在水平方向上移動。In addition, on the friction damper side, when the friction transmitting plate moves in a horizontal direction relative to the resistance plate, the friction force generating portion provided between the friction transmitting plate and the resistance plate makes the resistance plate relative to the friction transmitting plate. Vibration attenuation in the horizontal direction. Here, the switching mechanism, when the displacement of the viscous fluid container in the horizontal direction with respect to the friction transmitting plate exceeds the end of the first member in the horizontal direction and the end of the second member that is similar to the end, 1 At a predetermined interval, the first member provided in the viscous fluid container abuts the second member provided in the friction transmitting plate, and the friction transmitting plate and the viscous fluid container are moved in the horizontal direction together.

因此,當震動的位移小,黏性流體容器相對於摩擦傳達板之水平方向上的位移為第1既定間隔以下時,第1構件未抵接於第2構件,摩擦傳達板未往水平方向移動,所以摩擦阻尼器未發揮作用,僅有黏性阻尼器有效地發揮作用。此外,當震動的位移增大,黏性流體容器相對於摩擦傳達板之水平方向上的相對位移超過第1既定間隔時,第1構件抵接於第2構件,摩擦傳達板在水平方向上移動,所以摩擦阻尼器亦發揮作用,其結果使摩擦阻尼器與黏性阻尼器兩者有效地發揮作用。亦即,當震動的位移小時,僅有黏性阻尼器發揮作用,震動的位移大時,黏性阻尼器與摩擦阻尼器兩者發揮作用。如此,於震動的位移大時以及小時,皆可使震動的衰減機能有效地發揮作用。Therefore, when the displacement of the vibration is small and the horizontal displacement of the viscous fluid container relative to the friction transmitting plate is equal to or less than the first predetermined interval, the first member does not contact the second member, and the friction transmitting plate does not move horizontally. Therefore, the friction damper does not work, only the viscous damper works effectively. In addition, when the displacement of the vibration increases and the relative displacement of the viscous fluid container with respect to the friction transmitting plate in the horizontal direction exceeds the first predetermined interval, the first member abuts against the second member, and the friction transmitting plate moves in the horizontal direction. Therefore, the friction damper also functions, and as a result, both the friction damper and the viscous damper effectively function. That is, when the displacement of the vibration is small, only the viscous damper functions, and when the displacement of the vibration is large, both the viscous damper and the friction damper function. In this way, when the displacement of the vibration is large and small, the attenuation mechanism of the vibration can effectively function.

[2]此外,本發明之制震裝置中,較佳於前述切換機構中,
前述摩擦傳達板配置在前述黏性流體容器的上方,
前述第1構件是從前述黏性流體容器的上部朝向前述摩擦傳達板突出之第1凸部,
前述第2構件是從前述摩擦傳達板的下部朝向前述黏性流體容器突出之第2凸部,
前述第1凸部與前述第2凸部,是在前述第1凸部的水平移動方向上隔著既定間隔而交互地配置複數個。
[2] Furthermore, in the vibration damping device of the present invention, it is preferable to be in the aforementioned switching mechanism,
The friction transmitting plate is disposed above the viscous fluid container,
The first member is a first convex portion protruding from an upper portion of the viscous fluid container toward the friction transmitting plate,
The second member is a second convex portion protruding from a lower portion of the friction transmitting plate toward the viscous fluid container,
The first convex portion and the second convex portion are alternately arranged in a horizontal movement direction of the first convex portion with a predetermined interval therebetween.

根據該構成之制震裝置,第1構件是從黏性流體容器的上部朝向配置在該上方之摩擦傳達板突出之第1凸部,第2構件是從摩擦傳達板的下部朝向黏性流體容器突出之第2凸部,第1凸部與第2凸部是隔著既定間隔而交互地配置複數個,所以當第1凸部在水平方向上移動時,於複數處與第2凸部接觸,而能夠從僅藉由黏性阻尼器所進行之震動的衰減確實地切換至亦包含藉由摩擦阻尼器所進行之震動的衰減。According to the vibration damping device of this configuration, the first member is a first convex portion protruding from the upper portion of the viscous fluid container toward the friction transmitting plate disposed above the second member, and the second member is a viscous fluid container from the lower portion of the friction transmitting plate. The protruding second protrusions, the plurality of first protrusions and the second protrusions are alternately arranged at a predetermined interval. Therefore, when the first protrusion moves in the horizontal direction, it comes into contact with the second protrusion at the plurality of locations. , And it is possible to switch from the attenuation of the vibration performed only by the viscous damper to the attenuation of the vibration performed by the frictional damper.

[3]此外,本發明之制震裝置中,前述切換機構,較佳是在前述第1凸部與前述第2凸部抵接之部分,具備用以緩和前述第1凸部與前述第2凸部之碰撞之緩衝機構。[3] Further, in the vibration damping device of the present invention, it is preferable that the switching mechanism is provided at a portion where the first convex portion and the second convex portion abut, and is provided to relax the first convex portion and the second convex portion. Cushioning mechanism for bumps.

根據該構成之制震裝置,可藉由緩衝機構圓滑地進行第1凸部與第2凸部之抵接。According to the vibration damping device having this configuration, the first convex portion and the second convex portion can be smoothly contacted by the buffer mechanism.

[4]本發明之第2樣態的制震裝置,
其係由包含下側樑部與上側樑部之結構物所具備之制震裝置,其特徵為
具備:藉由黏性力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之黏性阻尼器、及連結於該黏性阻尼器並藉由摩擦力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之摩擦阻尼器、以及切換由前述黏性阻尼器所單獨進行之震動的衰減與由該摩擦阻尼器所單獨進行之震動的衰減之切換機構;
前述黏性阻尼器,具備:固定在前述下側樑部上之黏性流體容器、及貯留於該黏性流體容器之黏性流體、及於固定在前述上側樑部之狀態下垂下之摩擦傳達板、以及從該摩擦傳達板經由前述摩擦阻尼器而垂下並浸漬在前述黏性流體並且相對於前述黏性流體容器進行水平移動之阻力板;
前述摩擦阻尼器,具備:前述摩擦傳達板、及相對於該摩擦傳達板可水平移動地設置之前述阻力板、以及設置在前述阻力板與該摩擦傳達板之間之摩擦力產生部;
前述切換機構,具備:以貫通前述阻力板之方式所形成之貫通孔、以及通過該貫通孔而設置在前述黏性流體容器,並且當前述黏性流體容器相對於前述阻力板之水平方向上的位移超過第1既定間隔時,藉由抵接於前述貫通孔的緣部,使前述阻力板與前述黏性流體容器一同相對於前述摩擦傳達板相對地往水平方向移動之通過構件。
[4] A second aspect of the vibration damping device of the present invention,
It is a vibration damping device provided by a structure including a lower side beam portion and an upper side beam portion, and is characterized in that: the vibration in the horizontal direction of the lower side beam portion and the upper side beam portion is attenuated by an adhesive force. A viscous damper coupled to the viscous damper, and a friction damper that attenuates vibrations of the lower side beam portion and the upper side beam portion in a horizontal direction by friction, and switches the viscous damper Switching mechanism for attenuation of vibration performed separately and attenuation of vibration performed solely by the friction damper;
The viscous damper includes a viscous fluid container fixed to the lower side beam portion, a viscous fluid stored in the viscous fluid container, and friction transmission that hangs down while being fixed to the upper side beam portion. A resistance plate that hangs down from the friction transmitting plate via the friction damper, is immersed in the viscous fluid, and moves horizontally relative to the viscous fluid container;
The friction damper includes the friction transmission plate, the resistance plate provided horizontally movable with respect to the friction transmission plate, and a friction force generating portion provided between the resistance plate and the friction transmission plate;
The switching mechanism includes a through hole formed so as to penetrate the resistance plate, and the viscous fluid container is provided through the through hole, and when the viscous fluid container is in a horizontal direction with respect to the resistance plate, When the displacement exceeds the first predetermined interval, the passage member that moves the resistance plate and the viscous fluid container relatively horizontally relative to the friction transmission plate by contacting the edge portion of the through hole.

根據該構成之制震裝置,下側樑部與上側樑部之水平方向上的震動可藉由黏性阻尼器與摩擦阻尼器來衰減。具體而言,於黏性阻尼器側,當經由摩擦阻尼器於上側樑部所垂下之阻力板相對於固定在下側樑部上之黏性流體容器在水平方向上移動時,藉由貯留於黏性流體容器之黏性流體,使阻力板相對於黏性流體容器之水平方向上的震動衰減。According to the vibration damping device of this configuration, the vibration in the horizontal direction of the lower side beam portion and the upper side beam portion can be damped by the viscous damper and the friction damper. Specifically, on the viscous damper side, when the resistance plate suspended from the upper side beam portion via the friction damper moves in a horizontal direction relative to the viscous fluid container fixed on the lower side beam portion, it is stored in the viscous fluid container. The viscous fluid of the viscous fluid container attenuates the vibration of the resistance plate in the horizontal direction relative to the viscous fluid container.

此外,於摩擦阻尼器側,當摩擦傳達板相對於阻力板在水平方向上移動時,藉由設置在摩擦傳達板與阻力板之間之摩擦力產生部,使阻力板相對於摩擦傳達板之水平方向上的震動衰減。在此,切換機構,當黏性流體容器相對於阻力板之水平方向上的位移超過之第1既定間隔時,設置在黏性流體容器之通過構件抵接於設置在阻力板之貫通孔的緣部,使阻力板與黏性流體容器一同在水平方向上移動。In addition, on the friction damper side, when the friction transmitting plate moves in a horizontal direction relative to the resistance plate, the friction force generating portion provided between the friction transmitting plate and the resistance plate makes the resistance plate relative to the friction transmitting plate. Vibration attenuation in the horizontal direction. Here, the switching mechanism, when the displacement of the viscous fluid container with respect to the resistance plate in the horizontal direction exceeds the first predetermined interval, the passage member provided on the viscous fluid container abuts the edge of the through hole provided on the resistance plate. Part, the resistance plate is moved in the horizontal direction together with the viscous fluid container.

因此,當震動的速度及位移小,黏性流體容器相對於阻力板之水平方向上的位移為第1既定間隔以下時,通過構件未抵接於貫通孔的緣部,阻力板未與黏性流體容器一同往水平方向移動,所以摩擦阻尼器未發揮作用,僅有黏性阻尼器有效地發揮作用。此外,當震動的速度及位移增大,黏性流體容器相對於阻力板之水平方向上的位移超過第1既定間隔時,通過構件抵接於貫通孔的緣部,阻力板與黏性流體容器一同往水平方向移動,所以成為黏性阻尼器未發揮作用,僅有摩擦阻尼器發揮作用之狀態。亦即,當震動的速度及位移小時,僅有對速度及位移小之震動有效之黏性阻尼器發揮作用,震動的速度及位移大時,僅有對速度及位移大之震動有效之摩擦阻尼器發揮作用。如此,於震動的速度及位移大時以及小時,皆可使震動的衰減機能有效地發揮作用。Therefore, when the velocity and displacement of the vibration are small, and the displacement of the viscous fluid container relative to the resistance plate in the horizontal direction is less than the first predetermined interval, the member does not abut the edge of the through hole, and the resistance plate is not in contact with the viscosity. The fluid container moves horizontally together, so the friction damper does not work, only the viscous damper works effectively. In addition, when the velocity and displacement of the vibration increase and the horizontal displacement of the viscous fluid container relative to the resistance plate exceeds the first predetermined interval, the member contacts the edge of the through hole, and the resistance plate and the viscous fluid container They move horizontally together, so the viscous damper is not functioning, and only the friction damper is functioning. That is, when the speed and displacement of the vibration are small, only the viscous damper that is effective for vibrations with small speed and displacement functions. When the speed and displacement of the vibration is large, only frictional damping that is effective for vibration with large speed and displacement Device works. In this way, when the speed and displacement of the vibration are large and small, the attenuation mechanism of the vibration can effectively function.

[5]此外,本發明之制震裝置中,較佳於前述切換機構中,
前述通過構件是防止前述黏性流體容器的膨脹之防止膨脹用螺栓,
前述貫通孔是前述防止膨脹用螺栓的退避長孔。
[5] Further, in the vibration damping device of the present invention, it is preferable to be in the aforementioned switching mechanism,
The passing member is a bolt for preventing expansion that prevents expansion of the viscous fluid container,
The through-hole is a retraction long hole of the expansion-preventing bolt.

根據該構成之制震裝置,切換機構係利用用以防止黏性流體容器的膨脹之防止膨脹用螺栓以及該防止膨脹用螺栓的退避長孔,所以可成為簡單的構成。According to the vibration damping device of this configuration, the switching mechanism uses a swelling prevention bolt for preventing swelling of the viscous fluid container and a retraction long hole of the swelling prevention bolt, so that it can be simplified.

[6]此外,本發明之制震裝置中,前述切換機構,較佳是在前述通過構件與前述貫通孔的緣部抵接之部分,具備用以緩和前述通過構件與前述貫通孔的緣部之碰撞之緩衝機構。[6] In the vibration damping device of the present invention, it is preferable that the switching mechanism is provided at a portion where the passing member is in contact with an edge portion of the through hole, and is provided with an edge portion for relaxing the passing member and the through hole. Collision buffer mechanism.

根據該構成之制震裝置,可藉由緩衝機構圓滑地進行通過構件與貫通孔的緣部之抵接。According to the vibration damping device having this configuration, the contact between the passing member and the edge portion of the through hole can be smoothly performed by the buffer mechanism.

(第1實施形態)
如第1圖所示,本發明的第1實施形態之制震裝置10,例如於建築物等之結構物1中所具備。結構物1包含:在水平方向上延伸之下側樑部2、及從該下側樑部2往上方延伸之柱(圖中未顯示)、以及在較下側樑部2更上方以柱來支撐並在水平方向上延伸之上側樑部3。
(First Embodiment)
As shown in FIG. 1, the vibration damping device 10 according to the first embodiment of the present invention is provided in a structure 1 such as a building. The structure 1 includes a lower side beam portion 2 extending in a horizontal direction, and a column (not shown) extending upward from the lower side beam portion 2, and a column is formed above the lower side beam portion 2. The upper side beam portion 3 is supported and extended in the horizontal direction.

制震裝置10,具備:藉由黏性力使下側樑部2與上側樑部3之水平方向上的相對震動衰減之黏性阻尼器11、及連結於該黏性阻尼器11並藉由摩擦力使下側樑部2與上側樑部3之水平方向上的震動衰減之摩擦阻尼器30、以及切換由黏性阻尼器11所單獨進行之震動的衰減與由黏性阻尼器11及摩擦阻尼器30的併用所進行之震動的衰減之切換機構40。係進行黏性阻尼器單獨與併用之切換。The vibration damping device 10 includes a viscous damper 11 that attenuates the relative vibration in the horizontal direction of the lower side beam portion 2 and the upper side beam portion 3 by a viscous force, and a viscous damper 11 connected to the viscous damper 11 and Friction damper 30 that attenuates vibrations in the horizontal direction of the lower side beam portion 2 and the upper side beam portion 3 by frictional force, and switching the attenuation of the vibration independently performed by the viscous damper 11 and the viscous damper 11 and friction A switching mechanism 40 for damping the vibration of the combined use of the damper 30. The viscous damper is used alone or in combination.

(黏性阻尼器11的構成)
就說明上的簡便,將水平面中下側樑部2所延伸之水平方向(左右方向)設成為X方向,將水平面中垂直於X方向之方向(圖面的表裏方向)設成為Y方向,將筆直方向(上下方向)設成為Z方向。
(Composition of Viscous Damper 11)
For simplicity of description, let the horizontal direction (left and right direction) of the lower side beam portion 2 in the horizontal plane be the X direction, and the direction perpendicular to the X direction (the front and back direction in the drawing) in the horizontal plane be the Y direction. The straight direction (up and down direction) is set to the Z direction.

黏性阻尼器11,具備:以使底面抵接於下側樑部2的上表面之方式被固定之有底矩形筒狀的黏性流體容器12、及貯留於該黏性流體容器12之黏性流體13、以及於固定在上側樑部3之狀態下垂下並浸漬在黏性流體13並且相對於黏性流體容器12進行水平移動之阻力板14。The viscous damper 11 includes a bottomed rectangular cylindrical viscous fluid container 12 that is fixed so that the bottom surface abuts the upper surface of the lower side beam portion 2, and a viscous fluid container 12 stored in the viscous fluid container 12. The fluid 13 and the resistance plate 14 are suspended in a state fixed to the upper side beam portion 3 and immersed in the fluid 13 and are moved horizontally relative to the fluid container 12.

黏性流體容器12,與X方向及Z方向的尺寸相比,Y方向的尺寸被設定較小且上方呈開放之箱形狀,並且具備:底部15、及從該底部15豎立之立壁部16、以及以使底部15在Y方向上延長之方式設置在該立壁部16的下端部,並經由鎖固構件17鎖固於下側樑部2之下部角撐板18。此外,於黏性流體容器12中,設置有貫通正面及背面的立壁部16以防止黏性流體容器12在Y方向上的膨脹之防止膨脹用螺栓19。亦可一體地形成底部15與下部角撐板18。The viscous fluid container 12 has a smaller size in the Y direction than a size in the X direction and the Z direction, and has an open box shape at the top. The viscous fluid container 12 includes a bottom portion 15 and a standing wall portion 16 standing up from the bottom portion 15. And, the bottom portion 15 is provided at the lower end portion of the standing wall portion 16 so as to extend in the Y direction, and is fixed to the lower gusset 18 of the lower side beam portion 2 via a locking member 17. In addition, the viscous fluid container 12 is provided with an expansion bolt 16 for preventing the swelling of the viscous fluid container 12 in the Y-direction by a standing wall portion 16 penetrating the front and back surfaces. The bottom 15 and the lower gusset 18 may also be integrally formed.

黏性流體13例如是聚矽氧油或烴化合物等之高黏度的高分子材料,並且由:具有阻燃性、耐候性、耐久性,且對於因阻力板14相對於黏性流體容器12之位移所造成之黏性流體13的重複性剪切亦不會引起黏性的降低之材料所構成。The viscous fluid 13 is, for example, a high-viscosity polymer material such as silicone oil or a hydrocarbon compound. The viscous fluid 13 has flame retardancy, weather resistance, and durability. The repeated shearing of the viscous fluid 13 caused by the displacement does not cause a decrease in viscosity.

阻力板14是俯視觀看時形成為大致呈矩形狀之板材,並具備:涵蓋上端部的X方向全區域藉由鎖固構件21所鎖固,並在YZ平面上以剖面L字狀於X方向上延伸之上部角撐板22、以及於中央部及下部在水平方向上形成較長之貫通孔23。防止膨脹用螺栓19通過該貫通孔23。上部角撐板22經由鎖固構件24鎖固於上側樑部3。

(摩擦阻尼器30的構成)
The resistance plate 14 is a plate formed into a substantially rectangular shape when viewed from above, and includes: an entire area in the X direction covering the upper end portion is locked by a locking member 21 and is formed in a cross section L shape in the X direction on the YZ plane. The upper gusset 22 extends upward, and a long through hole 23 is formed in the central portion and the lower portion in the horizontal direction. The expansion preventing bolt 19 passes through the through hole 23. The upper gusset 22 is locked to the upper side beam portion 3 via a locking member 24.

(Construction of Friction Damper 30)

摩擦阻尼器30,具備:相對於黏性阻尼器11的阻力板14可在±X方向上水平移動地設置之摩擦傳達板31、以及以夾持於該摩擦傳達板31與阻力板14之Y方向之間之方式所設置之摩擦力產生部32。The friction damper 30 includes a friction transmission plate 31 which is horizontally movable in the ± X direction with respect to the resistance plate 14 of the viscous damper 11 and a Y sandwiching the friction transmission plate 31 and the resistance plate 14. The frictional force generating portion 32 is provided in a direction between directions.

摩擦傳達板31是俯視觀看時形成為水平方向較長之大致呈矩形狀之板材,係配置在黏性流體容器12的上方且同時配置在阻力板14的雙面。The friction transmitting plate 31 is a substantially rectangular plate formed in a horizontal direction and long in a plan view. The friction transmitting plate 31 is disposed above the viscous fluid container 12 and is disposed on both sides of the resistance plate 14 at the same time.

摩擦力產生部32是由:設置在摩擦傳達板31且具有既定的摩擦係數之摩擦材料(圖中未顯示)、以及設置在阻力板14之作為對手材料之不鏽鋼(圖中未顯示)等所構成。於摩擦傳達板31形成有用以讓鎖固構件34插通之貫通孔(圖中未顯示)。於阻力板14的上部形成有水平方向較長之貫通孔33,並藉由在Y方向上插通於摩擦傳達板31的貫通孔及阻力板14的貫通孔33之鎖固構件34,而將摩擦傳達板31鎖固於阻力板14。此外,鎖固構件34是由PC鋼棒或螺栓等與螺帽所構成。於螺帽與摩擦傳達板31之間,配置有俯視觀看時為矩形狀且具有墊圈機能之支壓板等(圖中未顯示)。The friction force generating portion 32 is composed of a friction material (not shown in the figure) provided on the friction transmitting plate 31 and having a predetermined friction coefficient, and stainless steel (not shown in the figure) as a rival material provided in the resistance plate 14. Make up. A through hole (not shown) is formed in the friction transmitting plate 31 for allowing the locking member 34 to pass through. A through hole 33 having a longer horizontal direction is formed in the upper portion of the resistance plate 14, and the locking member 34 is inserted into the through hole of the friction transmitting plate 31 and the through hole 33 of the resistance plate 14 in the Y direction, so that The friction transmitting plate 31 is locked to the resistance plate 14. The locking member 34 is composed of a PC steel rod, a bolt, or the like and a nut. Between the nut and the friction transmitting plate 31, a support plate (not shown) having a rectangular shape and a washer function when viewed in plan is arranged.

此外,實施例中,係於1片阻力板14的兩側配置摩擦傳達板31,但並不限定於此,亦可為以2片阻力板14來夾持一片摩擦傳達板31之構成,或者是,若在摩擦傳達板31與阻力板14之間設置摩擦力產生部32,並藉由鎖固構件34的軸力使摩擦力作用於摩擦力產生部32,則摩擦傳達板31與阻力板14的片數亦可不同。In addition, in the embodiment, the friction transmission plates 31 are arranged on both sides of one resistance plate 14, but the invention is not limited to this, and a configuration in which one friction transmission plate 31 is sandwiched by two resistance plates 14, or If the frictional force generating portion 32 is provided between the frictional transmission plate 31 and the resistance plate 14 and the frictional force is applied to the frictional force generating portion 32 by the axial force of the lock member 34, the frictional transmission plate 31 and the resistance plate The number of pieces of 14 may be different.

實施例中,係將摩擦力產生部32作為其他構件設置在摩擦傳達板31與阻力板14之間,但並不限定於此,亦可使摩擦傳達板31與阻力板14直接滑動,並將該滑動部分分別設成為摩擦力產生部32。此外,實施例中,係以1片板來構成阻力板14,但並不限定於此,若可於固定在上側樑部3之狀態下垂下並一體地移動,則可將阻力板14於摩擦力產生部32的上下方分離為2片並以鎖固構件等來連接,或是以2片、3片以上來構成阻力板14全體。In the embodiment, the friction force generating portion 32 is provided between the friction transmitting plate 31 and the resistance plate 14 as another member. However, the present invention is not limited to this. The friction transmitting plate 31 and the resistance plate 14 may be directly slid, and The sliding portions are provided as frictional force generating portions 32, respectively. In addition, in the embodiment, the resistance plate 14 is constituted by a single plate, but the invention is not limited to this. If the resistance plate 14 can be suspended and moved integrally while being fixed to the upper side beam portion 3, the resistance plate 14 can be rubbed. The upper and lower portions of the force generating portion 32 are separated into two pieces and connected by a locking member or the like, or the entire resistance plate 14 is composed of two or three or more pieces.

(切換機構40的構成)
切換機構40,具備:設置在黏性流體容器12之複數個第1構件41;與和該第1構件41的±X方向(水平方向)相對向而設置在摩擦傳達板31,並且以黏性流體容器12相對於摩擦傳達板31之±X方向(水平方向)上的位移超過第1既定間隔L1時抵接於第1構件41之方式來配置之複數個第2構件42。第1既定間隔L1是第1構件41之水平方向上的端部與和該端部相對向之第2構件42的端部之間隔。
(Configuration of Switching Mechanism 40)
The switching mechanism 40 includes a plurality of first members 41 provided in the viscous fluid container 12, and is provided on the friction transmitting plate 31 opposite to the ± X direction (horizontal direction) of the first member 41, and is viscous. The plurality of second members 42 arranged so as to abut the first member 41 when the displacement of the fluid container 12 relative to the friction transmission plate 31 in the ± X direction (horizontal direction) exceeds the first predetermined interval L1. The first predetermined interval L1 is a distance between an end portion in the horizontal direction of the first member 41 and an end portion of the second member 42 opposite to the end portion.

詳細而言,摩擦傳達板31配置在黏性流體容器12的上方。複數個第1構件41是從黏性流體容器12的上部朝向(或往+Z方向)突出之第1凸部。第2構件42是從摩擦傳達板31的下部朝向黏性流體容器12(或往-Z方向)突出之第2凸部。Specifically, the friction transmitting plate 31 is disposed above the viscous fluid container 12. The plurality of first members 41 are first convex portions that protrude toward (or in the + Z direction) from the upper portion of the viscous fluid container 12. The second member 42 is a second convex portion protruding from the lower portion of the friction transmitting plate 31 toward the viscous fluid container 12 (or in the -Z direction).

複數個第1凸部41在X方向上相開離而配置。複數個第2凸部42在X方向上相開離而配置。於相鄰接之一對第1凸部41之間,一個第2凸部42在X方向上與該一對第1凸部41隔著相同的第1既定間隔L1而配置。複數個第1凸部41與第2凸部42是在水平方向上隔著第1既定間隔L1交互地配置。複數個第1凸部41與第2凸部42皆以第1既定間隔L1等間隔地配置。此外,第1凸部41的上端於+Z方向上位於較第2凸部42的下端更高之位置。The plurality of first convex portions 41 are arranged apart from each other in the X direction. The plurality of second convex portions 42 are arranged apart from each other in the X direction. Between the adjacent pair of first convex portions 41, one second convex portion 42 is arranged in the X direction with the pair of first convex portions 41 at the same first predetermined interval L1. The plurality of first convex portions 41 and the second convex portions 42 are alternately arranged in a horizontal direction with a first predetermined interval L1 therebetween. The plurality of first convex portions 41 and the second convex portions 42 are all arranged at equal intervals at a first predetermined interval L1. The upper end of the first convex portion 41 is located higher than the lower end of the second convex portion 42 in the + Z direction.

此外,阻力板14相對於黏性流體容器12可在水平方向上移動,惟該第2既定間隔L2是防止膨脹用螺栓19抵接至貫通孔23為止之範圍,第2既定間隔L2較第1既定間隔L1大。第2既定間隔L2,在阻力板14相對於黏性流體容器12無位移之狀態下,是從X方向上之防止膨脹用螺栓19之螺紋部的左端部至貫通孔23的左緣為止之距離,從X方向上之防止膨脹用螺栓19之螺紋部的右端部至貫通孔23的右緣為止之距離亦是第2既定間隔L2。In addition, the resistance plate 14 can move horizontally with respect to the viscous fluid container 12, but the second predetermined interval L2 is a range until the expansion bolt 19 is prevented from contacting the through hole 23, and the second predetermined interval L2 is smaller than the first predetermined interval L2. The predetermined interval L1 is large. The second predetermined interval L2 is the distance from the left end of the threaded portion of the expansion preventing bolt 19 in the X direction to the left edge of the through hole 23 in the state where the resistance plate 14 is not displaced relative to the viscous fluid container 12. The distance from the right end of the threaded portion of the bolt 19 for preventing expansion in the X direction to the right edge of the through hole 23 is also the second predetermined interval L2.

此外,切換機構40是在第1凸部41與第2凸部42抵接之部分,具備用以緩和第1凸部41與第2凸部42的碰撞之緩衝機構43。緩衝機構43例如由彈性構件所構成。The switching mechanism 40 is a portion where the first convex portion 41 and the second convex portion 42 are in contact with each other, and includes a buffer mechanism 43 for reducing a collision between the first convex portion 41 and the second convex portion 42. The buffer mechanism 43 is made of, for example, an elastic member.

(黏性阻尼器11的作用)
黏性阻尼器11中,於黏性流體容器12與阻力板14之間形成有間隙,且黏性流體13進入於該間隙。黏性阻尼器11,在上側樑部3相對於下側樑部2在水平方向上震動時,係利用因阻力板14相對於黏性流體容器12之水平方向上的相對震動所造成之黏性流體13的黏性剪切阻力,藉由黏性力使阻力板14相對於黏性流體容器12之震動衰減。
(The role of the viscous damper 11)
In the viscous damper 11, a gap is formed between the viscous fluid container 12 and the resistance plate 14, and the viscous fluid 13 enters the gap. The viscous damper 11 uses the viscosity caused by the relative vibration of the resistance plate 14 in the horizontal direction with respect to the viscous fluid container 12 when the upper side beam portion 3 is vibrated in the horizontal direction relative to the lower side beam portion 2. The viscous shear resistance of the fluid 13 attenuates the vibration of the resistance plate 14 relative to the viscous fluid container 12 by the viscous force.

(摩擦阻尼器30的作用)
摩擦阻尼器30是利用摩擦力產生部32的摩擦阻力之衰減裝置,藉由將鎖固構件34鎖固,以將鎖固構件34的軸力或鎖固力傳達至摩擦力產生部32的摩擦材料。藉由使阻力板14與摩擦傳達板31在水平方向上相對地移動,於摩擦面上產生動摩擦力而得到摩擦阻力,並藉由摩擦力使阻力板14相對於摩擦傳達板31之震動衰減。
(Function of the friction damper 30)
The friction damper 30 is a damping device that uses the frictional resistance of the frictional force generating portion 32. The locking member 34 is locked to transmit the axial force or the locking force of the locking member 34 to the friction of the frictional force generating portion 32. material. When the resistance plate 14 and the friction transmission plate 31 are moved relatively in the horizontal direction, a dynamic friction force is generated on the friction surface to obtain friction resistance, and the vibration of the resistance plate 14 relative to the friction transmission plate 31 is attenuated by the friction force.

(切換機構40的作用)
切換機構40,係因應因上側樑部3相對於下側樑部2之震動所造成之黏性流體容器12相對於摩擦傳達板31之位移的大小,來切換由黏性阻尼器11所單獨進行之震動的衰減與由黏性阻尼器11及摩擦阻尼器30的併用所進行之震動的衰減。在黏性流體容器12相對於摩擦傳達板31之水平方向上的位移為第1既定間隔L1以內時,第1構件41未抵接於第2構件,或即使抵接,第2構件亦不會與第1構件41一同位移,所以僅有黏性阻尼器11發揮作用。
(Role of Switching Mechanism 40)
The switching mechanism 40 is switched independently by the viscous damper 11 according to the displacement of the viscous fluid container 12 relative to the friction transmitting plate 31 caused by the vibration of the upper side beam portion 3 relative to the lower side beam portion 2. The attenuation of the vibration and the attenuation of the vibration by the combined use of the viscous damper 11 and the friction damper 30. When the displacement in the horizontal direction of the viscous fluid container 12 with respect to the friction transmitting plate 31 is within the first predetermined interval L1, the first member 41 is not in contact with the second member, or even if it is in contact, the second member is not contacted. Since it is displaced together with the first member 41, only the viscous damper 11 functions.

在黏性流體容器12相對於摩擦傳達板31之水平方向上的位移超過第1既定間隔L1時,第1構件41抵接於第2構件42,第2構件42與第1構件41一同位移。因此,黏性阻尼器11與摩擦阻尼器30兩者發揮作用。如此,切換機構40係以在第2構件42相對於第1構件41之位移為第1既定間隔L1以內時,僅使黏性阻尼器11發揮作用,在第2構件42相對於第1構件41之位移超過第1既定間隔L1時,使黏性阻尼器11與摩擦阻尼器30兩者發揮作用之方式來切換。When the displacement of the viscous fluid container 12 in the horizontal direction with respect to the friction transmitting plate 31 exceeds the first predetermined interval L1, the first member 41 abuts against the second member 42, and the second member 42 and the first member 41 are displaced together. Therefore, both the viscous damper 11 and the friction damper 30 function. In this way, the switching mechanism 40 causes only the viscous damper 11 to function when the displacement of the second member 42 relative to the first member 41 is within the first predetermined interval L1, and the second member 42 is relative to the first member 41 When the displacement exceeds the first predetermined interval L1, it is switched so that both the viscous damper 11 and the friction damper 30 function.

(第1實施形態之制震裝置10的構成)
如第2圖所示,於下側樑部2與上側樑部3之間配置制震裝置10。制震裝置10中,係並聯地連結黏性阻尼器11與摩擦阻尼器30,且進一步連結切換機構40。
(Configuration of the vibration damping device 10 of the first embodiment)
As shown in FIG. 2, a vibration damping device 10 is disposed between the lower side beam portion 2 and the upper side beam portion 3. In the vibration damping device 10, the viscous damper 11 and the friction damper 30 are connected in parallel, and the switching mechanism 40 is further connected.

於上側樑部3相對於下側樑部2之相對位移(震動)較小時(於切換機構40之第1既定間隔L1的範圍內時),由於切換機構40不會因晃動(第1既定間隔L1)而切換,所以僅藉由黏性阻尼器11使震動衰減。When the relative displacement (vibration) of the upper side beam portion 3 with respect to the lower side beam portion 2 is small (within the range of the first predetermined interval L1 of the switching mechanism 40), the switching mechanism 40 will not be shaken (the first predetermined The interval L1) is switched, so the vibration is damped only by the viscous damper 11.

於上側樑部3相對於下側樑部2之相對位移(震動)較大時(超過切換機構40的第1既定間隔L1時),由於切換機構40進行切換,所以摩擦阻尼器30亦發揮作用,而藉由黏性阻尼器11與摩擦阻尼器30兩者使震動衰減。

(第1實施形態之制震裝置10的作用)
為了說明上的簡便,係設成為於震動時,上側樑部3相對於下側樑部2亦位移。
如第3圖A所示,於無震動之狀態下,上側樑部3相對於下側樑部2未移動。
When the relative displacement (vibration) of the upper side beam portion 3 with respect to the lower side beam portion 2 is large (when the first predetermined interval L1 of the switching mechanism 40 is exceeded), the switching mechanism 40 switches, so the friction damper 30 also functions The vibration is attenuated by both the viscous damper 11 and the friction damper 30.

(Function of the vibration damping device 10 of the first embodiment)
For the sake of simplicity, it is assumed that the upper beam portion 3 is also displaced relative to the lower beam portion 2 during vibration.
As shown in FIG. 3A, in a state where there is no vibration, the upper side beam portion 3 does not move relative to the lower side beam portion 2.

如第3圖B所示,於震動較小之狀態(第3圖A的第1既定間隔L1的範圍內)下,上側樑部3相對於下側樑部2如箭頭(1)般位移,摩擦傳達板31與阻力板14一同如箭頭(2)般位移,而僅藉由黏性阻尼器11使震動衰減。As shown in FIG. 3B, in a state where the vibration is small (within the range of the first predetermined interval L1 in FIG. 3A), the upper beam portion 3 is displaced like the arrow (1) relative to the lower beam portion 2, The friction transmitting plate 31 is displaced like the arrow (2) together with the resistance plate 14, and the vibration is damped only by the viscous damper 11.

如第3圖C所示,於震動較大之狀態(超過第3圖A的第1既定間隔L1之範圍)下,上側樑部3相對於下側樑部2如箭頭(3)般進一步位移,第2凸部42抵接於第1凸部41而使切換機構40進行切換。阻力板14雖如箭頭(4)般進一步位移,但摩擦傳達板31藉由切換機構40不會再進一步位移。因此,摩擦傳達板31相對於阻力板14如箭頭(5)般相對地位移。其結果使摩擦阻尼器30亦發揮作用,而藉由黏性阻尼器11與摩擦阻尼器30兩者使震動衰減。As shown in FIG. 3C, in a state of large vibration (beyond the range of the first predetermined interval L1 in FIG. 3A), the upper side beam portion 3 is further displaced relative to the lower side beam portion 2 as an arrow (3) The second convex portion 42 abuts on the first convex portion 41 to switch the switching mechanism 40. Although the resistance plate 14 is further displaced like the arrow (4), the friction transmitting plate 31 is not further displaced by the switching mechanism 40. Therefore, the friction transmitting plate 31 is relatively displaced with respect to the resistance plate 14 like an arrow (5). As a result, the friction damper 30 also functions, and the vibration is damped by both the viscous damper 11 and the friction damper 30.

與第3圖A中的第2既定間隔L2相比,由於從X方向上之阻力板14的右端部至黏性流體容器12的內壁為止之第3既定間隔L3較大,所以於第3圖C中防止膨脹用螺栓19抵接於貫通孔23的X方向端部,阻力板14的X方向端部未抵接於黏性流體容器12的內壁。Compared with the second predetermined interval L2 in FIG. 3A, the third predetermined interval L3 from the right end of the resistance plate 14 in the X direction to the inner wall of the viscous fluid container 12 is larger, so it is smaller than the third predetermined interval L2. In FIG. C, the expansion preventing bolt 19 is in contact with the X-direction end portion of the through hole 23, and the X-direction end of the resistance plate 14 is not in contact with the inner wall of the viscous fluid container 12.

(衰減力與位移之關係(履歷形狀))
如第4圖A所示,在由震動所造成之位移小之狀態下,由於切換機構40的位移為第1既定間隔L1以內(晃動以內),所以僅產生由黏性阻尼器11所產生之黏性力作為衰減力。震動發生不久後,如箭頭(11)般衰減力增大,接著僅有黏性力作用,而如箭頭(12)般衰減力與位移產生變化。
(Relationship between damping force and displacement (history shape))
As shown in FIG. 4A, in a state where the displacement caused by the vibration is small, since the displacement of the switching mechanism 40 is within the first predetermined interval L1 (within shaking), only the displacement generated by the viscous damper 11 is generated. Viscous force acts as a damping force. Shortly after the shock, the damping force increases like arrow (11), and then only the viscous force acts, while the damping force and displacement change like arrow (12).

如第4圖B所示,在由震動所造成之位移處於中位之狀態下,由於切換機構40的位移超過第1既定間隔L1(大於晃動),所以產生由黏性阻尼器11所產生之黏性力與由摩擦阻尼器30所產生之摩擦力作為衰減力。震動發生不久後,如箭頭(13)般成為2階段的曲線,在位移為中位之狀態下衰減力增大。由黏性阻尼器11的黏性力與由摩擦阻尼器30的摩擦力所產生之衰減力,較第4圖A所示之僅由黏性阻尼器11的黏性力所產生之衰減力大。As shown in FIG. 4B, in the state where the displacement caused by the vibration is in a neutral position, the displacement of the switching mechanism 40 exceeds the first predetermined interval L1 (greater than the wobble), so that the displacement caused by the viscous damper 11 is generated. The viscous force and the friction force generated by the friction damper 30 serve as a damping force. Shortly after the shock, the curve becomes a two-stage curve like the arrow (13), and the damping force increases when the displacement is in the middle position. The damping force generated by the viscous force of the viscous damper 11 and the frictional force of the friction damper 30 is larger than that shown in FIG. 4A by the viscous force of the viscous damper 11 alone. .

接著在黏性力及摩擦力兩者發揮作用之狀態下,如箭頭(14)般衰減力與位移產生變化,當震動的位移方向成為相反而使第2凸部42相對於第1凸部41之位移方向成為反向時,在僅有黏性力作用了切換機構40的晃動份之狀態下,如箭頭(15)般以使位移變小之方式產生變化,第2凸部42再次抵接於第1凸部41,並藉由切換機構40如箭頭(16)般使黏性力及摩擦力作用而使衰減力增大。接著在黏性力及摩擦力兩者發揮作用之狀態下,如箭頭(17)般衰減力與位移產生變化。Next, in the state where both the viscous force and the friction force are acting, the damping force and displacement change as shown by arrow (14). When the displacement direction of the vibration is reversed, the second convex portion 42 is relative to the first convex portion 41. When the displacement direction is reversed, in a state where only a sway component of the switching mechanism 40 is applied by the viscous force, as shown by the arrow (15), the displacement is changed to reduce the displacement, and the second convex portion 42 abuts again. At the first convex portion 41, the switching mechanism 40 causes the viscous force and the friction force to act like arrows (16) to increase the damping force. Then, in a state where both the viscous force and the friction force are acting, the attenuation force and the displacement are changed like the arrow (17).

如第4圖C所示,在由震動所造成之位移更大之狀態下,由於切換機構40的位移超過第1既定間隔L1(大於晃動),所以產生由黏性阻尼器11所產生之黏性力與由摩擦阻尼器30所產生之摩擦力作為衰減力。衰減力的變化幾乎與第4圖B相同,惟與第4圖B相比位移增大。As shown in FIG. 4C, in a state where the displacement caused by the vibration is larger, the displacement of the switching mechanism 40 exceeds the first predetermined interval L1 (greater than the wobble), so the viscosity produced by the viscous damper 11 is generated. The sexual force and the frictional force generated by the friction damper 30 serve as a damping force. The change in the damping force is almost the same as that in FIG. 4B, but the displacement is larger than that in FIG. 4B.

藉由以上所述之第1實施形態之制震裝置10的構成,下側樑部2與上側樑部3之水平方向上的震動可藉由黏性阻尼器11與摩擦阻尼器30來衰減。具體而言,於黏性阻尼器11側,當從上側樑部3垂下之阻力板14相對於設置在下側樑部2上之黏性流體容器12在水平方向上移動時,藉由貯留於黏性流體容器12之黏性流體13,使阻力板14相對於黏性流體容器12之水平方向上的震動衰減。With the structure of the vibration damping device 10 of the first embodiment described above, the vibration in the horizontal direction of the lower side beam portion 2 and the upper side beam portion 3 can be damped by the viscous damper 11 and the friction damper 30. Specifically, on the viscous damper 11 side, when the resistance plate 14 suspended from the upper side beam portion 3 moves in a horizontal direction relative to the viscous fluid container 12 provided on the lower side beam portion 2, it is stored in the viscous fluid container. The viscous fluid 13 of the viscous fluid container 12 attenuates the vibration of the resistance plate 14 in the horizontal direction relative to the viscous fluid container 12.

此外,於摩擦阻尼器30側,當摩擦傳達板31相對於阻力板14在水平方向上移動時,藉由設置在摩擦傳達板31與阻力板14之間之摩擦力產生部32,使阻力板14相對於摩擦傳達板31之水平方向上的震動衰減。在此,切換機構40,當黏性流體容器12相對於摩擦傳達板31之水平方向上的位移超過第1既定間隔L1時,設置在黏性流體容器12之第1構件41抵接於設置在摩擦傳達板31之第2構件42,使摩擦傳達板31與黏性流體容器12一同相對於阻力板14在水平方向上移動。When the friction transmission plate 31 moves in the horizontal direction relative to the resistance plate 14 on the friction damper 30 side, the resistance plate is caused by the friction force generating portion 32 provided between the friction transmission plate 31 and the resistance plate 14. 14 The vibration in the horizontal direction with respect to the friction transmission plate 31 is attenuated. Here, when the horizontal displacement of the viscous fluid container 12 with respect to the friction transmitting plate 31 exceeds the first predetermined interval L1, the switching mechanism 40 abuts the first member 41 provided on the viscous fluid container 12 in contact with The second member 42 of the friction transmission plate 31 moves the friction transmission plate 31 together with the viscous fluid container 12 in the horizontal direction relative to the resistance plate 14.

因此,當震動的位移小,黏性流體容器12相對於摩擦傳達板31之水平方向上的相對位移為第1既定間隔L1以下時,第1構件41未抵接於第2構件42,摩擦傳達板31未相對地往水平方向移動,所以摩擦阻尼器30未發揮作用,僅有黏性阻尼器11有效地發揮作用。Therefore, when the displacement of the vibration is small and the relative displacement of the viscous fluid container 12 with respect to the friction transmitting plate 31 in the horizontal direction is equal to or less than the first predetermined interval L1, the first member 41 does not contact the second member 42 and the friction transmission occurs. Since the plate 31 does not move relatively horizontally, the friction damper 30 does not function, and only the viscous damper 11 effectively functions.

此外,當震動的位移增大,黏性流體容器12相對於摩擦傳達板31之水平方向上的相對位移超過第1既定間隔L1時,第1構件41抵接於第2構件42,摩擦傳達板31與黏性流體容器12一同相對於阻力板14在水平方向上相對地移動,所以摩擦阻尼器30亦發揮作用,其結果使摩擦阻尼器30與黏性阻尼器11兩者有效地發揮作用。亦即,當震動的位移小時,僅有黏性阻尼器11發揮作用,震動的位移大時,黏性阻尼器11與摩擦阻尼器30兩者發揮作用。如此,於震動的位移大時以及小時,皆可使震動的衰減機能有效地發揮作用。When the displacement of the vibration increases and the relative displacement of the viscous fluid container 12 relative to the friction transmitting plate 31 in the horizontal direction exceeds the first predetermined interval L1, the first member 41 abuts against the second member 42 and the friction transmitting plate 31 and the viscous fluid container 12 move relatively in the horizontal direction relative to the resistance plate 14, so the friction damper 30 also functions, and as a result, both the friction damper 30 and the viscous damper 11 effectively function. That is, when the displacement of the vibration is small, only the viscous damper 11 functions, and when the displacement of the vibration is large, both the viscous damper 11 and the friction damper 30 function. In this way, when the displacement of the vibration is large and small, the attenuation mechanism of the vibration can effectively function.

再者,切換機構40中,第1構件41是從黏性流體容器12的上部朝向配置在該上方之摩擦傳達板31突出之第1凸部41,第2構件42是從摩擦傳達板31的下部朝向黏性流體容器12突出之第2凸部42,第1凸部41與第2凸部42是隔著既定間隔L1而交互地配置複數個,所以當第1凸部41在水平方向上移動時,於複數處與第2凸部42接觸,而能夠從僅藉由黏性阻尼器11所進行之震動的衰減確實地切換至亦包含藉由摩擦阻尼器30所進行之震動的衰減。In the switching mechanism 40, the first member 41 is a first convex portion 41 protruding from the upper portion of the viscous fluid container 12 toward the friction transmitting plate 31 disposed above, and the second member 42 is formed from the friction transmitting plate 31. The second protrusions 42 projecting downward toward the viscous fluid container 12. The first protrusions 41 and the second protrusions 42 are alternately arranged at a predetermined interval L1. Therefore, when the first protrusions 41 are horizontal, When moving, it comes into contact with the second convex portion 42 at a plurality of points, and it is possible to surely switch from the attenuation of the vibration by the viscous damper 11 only to the attenuation of the vibration by the frictional damper 30 as well.

再者,切換機構40可藉由緩衝機構43圓滑地進行第1凸部41與第2凸部42之抵接。In addition, the switching mechanism 40 can smoothly contact the first convex portion 41 and the second convex portion 42 by the buffer mechanism 43.

(第2實施形態)
對於與第2實施形態相同之構成,省略其說明並流用該符號。如第5圖所示,本發明的第2實施形態之制震裝置50,例如於建築物等之包含下側樑部2與上側樑部3之結構物1中所具備。
(Second Embodiment)
For the same configuration as the second embodiment, the description is omitted and this symbol is used in common. As shown in FIG. 5, the vibration damping device 50 according to the second embodiment of the present invention is provided, for example, in a structure 1 including a lower side beam portion 2 and an upper side beam portion 3 in a building or the like.

制震裝置50,具備:藉由黏性力使下側樑部2與上側樑部3之水平方向上的相對震動衰減之黏性阻尼器51、及連結於該黏性阻尼器51並藉由摩擦力使下側樑部2與上側樑部3之水平方向上的震動衰減之摩擦阻尼器70、以及切換由黏性阻尼器51所單獨進行之震動的衰減與由黏性阻尼器51及摩擦阻尼器70的併用所進行之震動的衰減之切換機構80。The vibration damping device 50 includes a viscous damper 51 that attenuates relative vibration in the horizontal direction of the lower side beam portion 2 and the upper side beam portion 3 by a viscous force, and is connected to the viscous damper 51 and Friction damper 70 that attenuates the vibration in the horizontal direction of the lower side beam portion 2 and the upper side beam portion 3 by frictional force, and switches the attenuation of the vibration independently performed by the viscous damper 51 and the viscous damper 51 and friction A switching mechanism 80 for damping the vibration of the combined use of the damper 70.

(黏性阻尼器51的構成)
黏性阻尼器51,具備:以使底面抵接於下側樑部2的上表面之方式被固定之有底矩形筒狀的黏性流體容器52、及貯留於該黏性流體容器52之黏性流體53、及於固定在上側樑部3之狀態下垂下之摩擦傳達板71、以及經由摩擦阻尼器70於該摩擦傳達板71所垂下並浸漬在黏性流體53並且相對於黏性流體容器52進行水平移動之阻力板54。
(Construction of Viscous Damper 51)
The viscous damper 51 includes a bottomed rectangular cylindrical viscous fluid container 52 that is fixed so that the bottom surface abuts the upper surface of the lower side beam portion 2 and a viscous fluid container 52 stored in the viscous fluid container 52. The fluid 51 and the friction transmitting plate 71 hanging down in a state of being fixed to the upper side beam portion 3, and the friction transmitting plate 71 is suspended by the friction transmitting plate 71 via the friction damper 70 and immersed in the viscous fluid 53 and is opposed to the viscous fluid container. 52 is a resistance plate 54 for horizontal movement.

黏性流體容器52,與X方向及Z方向的尺寸相比,Y方向的尺寸被設定較小且上方呈開放之箱形狀,並且具備:底部55、及從該底部55豎立之立壁部56、以及以使底部55延長之方式設置在該立壁部56的下端部,並經由鎖固構件57鎖固於下側樑部2之下部角撐板58。此外,於黏性流體容器52中,設置有貫通正面及背面的立壁部56以防止黏性流體容器52在Y方向上的膨脹之防止膨脹用螺栓59。亦可一體地形成底部55與下部角撐板58。The viscous fluid container 52 has a smaller size in the Y direction than a size in the X direction and the Z direction, and has an open box shape at the top. The viscous fluid container 52 includes a bottom portion 55 and a standing wall portion 56 standing up from the bottom portion 55. And it is provided in the lower end part of this standing wall part 56 so that the bottom part 55 may be extended, and it is fixed to the lower gusset 58 of the lower side beam part 2 via the locking member 57. In addition, the viscous fluid container 52 is provided with an anti-expansion bolt 59 for preventing the swelling of the viscous fluid container 52 in the Y direction by standing wall portions 56 penetrating the front and back surfaces. The bottom 55 and the lower gusset 58 may be formed integrally.

黏性流體53例如是聚矽氧油或烴化合物等之高黏度的高分子材料,並且由:具有阻燃性、耐候性、耐久性,且對於重複性剪切亦不會引起黏性的降低之材料所構成。The viscous fluid 53 is, for example, a high-viscosity polymer material such as silicone oil or a hydrocarbon compound, and has flame retardancy, weather resistance, durability, and does not cause viscosity reduction for repeated shearing. Made of materials.

摩擦傳達板71是俯視觀看時形成為水平方向較長之大致呈矩形狀之板材,並具備:涵蓋上端部的X方向全區域藉由鎖固構件61所鎖固,並在YZ平面上以剖面L字狀於X方向上延伸之上部角撐板62、以及於中央部在水平方向上形成較長之貫通孔73。從形成於阻力板54的上部之貫通孔(圖中未顯示)所插通之鎖固構件74,係通過於貫通孔73。上部角撐板62經由鎖固構件64鎖固於上側樑部3。The friction transmitting plate 71 is a substantially rectangular plate material that is formed in a long horizontal direction when viewed from above. The friction transmission plate 71 includes an entire area in the X direction covering the upper end portion and is locked by a locking member 61. The L-shaped gusset plate 62 extends in the X direction, and a long through hole 73 is formed in the central portion in the horizontal direction. A locking member 74 inserted through a through hole (not shown) formed in the upper portion of the resistance plate 54 passes through the through hole 73. The upper gusset 62 is locked to the upper side beam portion 3 via a locking member 64.

阻力板54是俯視觀看時形成為大致呈矩形狀之板材,並具備:貫通形成於上部之鎖固構件74之貫通孔(圖中未顯示、以及於中央部及下部形成為大致呈矩形狀之貫通孔63。阻力板54的上部在Y方向上與摩擦傳達板71重疊,並藉由在Y方向上插通於阻力板54的貫通孔及摩擦傳達板71的貫通孔73之鎖固構件74,而將阻力板54鎖固於摩擦傳達板71。防止膨脹用螺栓59通過該貫通孔63。The resistance plate 54 is a plate material formed into a substantially rectangular shape in plan view, and includes a through hole (not shown in the figure) formed through the locking member 74 formed in the upper portion, and a substantially rectangular shape formed in the central portion and the lower portion. Through-hole 63. The upper portion of the resistance plate 54 overlaps the friction transmitting plate 71 in the Y direction, and the locking member 74 is inserted through the through hole of the resistance plate 54 and the through hole 73 of the friction transmitting plate 71 in the Y direction. The resistance plate 54 is locked to the friction transmitting plate 71. The expansion preventing bolt 59 passes through the through hole 63.

(摩擦阻尼器70的構成)
摩擦阻尼器70,具備:藉由鎖固構件61鎖固於上部角撐板62之摩擦傳達板71、及相對於該摩擦傳達板71可在±X方向上水平移動地設置之阻力板54、以及設置在阻力板54與摩擦傳達板71之間之摩擦力產生部72。摩擦傳達板71配置在黏性流體容器52的上方。
(Construction of Friction Damper 70)
The friction damper 70 includes a friction transmission plate 71 which is locked to the upper gusset plate 62 by a locking member 61, and a resistance plate 54, which is horizontally movable in the ± X direction with respect to the friction transmission plate 71, And a frictional force generating portion 72 provided between the resistance plate 54 and the friction transmitting plate 71. The friction transmitting plate 71 is arranged above the viscous fluid container 52.

摩擦力產生部72是由:設置在摩擦傳達板71且產生較黏性阻尼器51的黏性力更大之摩擦力之具有既定的摩擦係數之摩擦材料(圖中未顯示)、以及設置在阻力板54之作為對手材料之不鏽鋼(圖中未顯示)等所構成。於摩擦傳達板71形成有用以讓鎖固構件74插通之貫通孔73。於阻力板54的上部形成有貫通孔(圖中未顯示),並藉由在Y方向上插通於阻力板54的貫通孔及摩擦傳達板71的貫通孔73之鎖固構件74,而將阻力板54鎖固於摩擦傳達板71。此外,鎖固構件74是由形成有螺紋之鋼棒(所謂(PC鋼棒)與螺帽所構成。於螺帽與摩擦傳達板71之間,配置有俯視觀看時為矩形狀且具有墊圈機能之支壓板(圖中未顯示)。The friction force generating portion 72 is a friction material (not shown) provided on the friction transmitting plate 71 and having a predetermined friction coefficient and generating a friction force greater than the viscosity of the viscous damper 51, and is provided on the friction transmission plate 71. The resistance plate 54 is made of stainless steel (not shown) or the like, which is the material of the opponent. A through hole 73 is formed in the friction transmitting plate 71 for allowing the locking member 74 to pass therethrough. A through hole (not shown) is formed in the upper portion of the resistance plate 54, and the locking member 74 is inserted into the through hole of the resistance plate 54 and the through hole 73 of the friction transmitting plate 71 in the Y direction to fix the through hole. The resistance plate 54 is locked to the friction transmitting plate 71. In addition, the locking member 74 is composed of a steel rod (so-called (PC steel rod)) and a nut formed with a thread. Between the nut and the friction transmission plate 71, a rectangular shape and a washer function in a plan view are arranged Support plate (not shown).

亦可將鎖固構件74設成為螺栓與螺帽之構成。此外,實施例中,係於一片摩擦傳達板71上配置一片阻力板54,但並不限定於此,亦可為以2片阻力板54來夾持一片摩擦傳達板71之構成,或者是,若在摩擦傳達板71與阻力板54之間設置摩擦力產生部72,並藉由鎖固構件74的軸力使摩擦力作用於摩擦力產生部72,則摩擦傳達板71與阻力板54的片數亦可不同。此外,實施例中,係將摩擦力產生部72作為其他構件分別設置在摩擦傳達板71與阻力板54之間,但並不限定於此,亦可使摩擦傳達板71與阻力板54直接滑動,並將該滑動部分分別設成為摩擦力產生部72。The lock member 74 may be configured as a bolt and a nut. In addition, in the embodiment, one resistance plate 54 is arranged on one friction transmission plate 71, but it is not limited to this, and a configuration in which one friction transmission plate 71 is sandwiched by two resistance plates 54 or If a frictional force generating portion 72 is provided between the frictional transmission plate 71 and the resistance plate 54 and the frictional force is applied to the frictional force generation portion 72 by the axial force of the lock member 74, the frictional transmission plate 71 and the resistance plate 54 The number of pieces can also be different. In addition, in the embodiment, the friction force generating portion 72 is separately provided between the friction transmitting plate 71 and the resistance plate 54 as other members, but the invention is not limited to this, and the friction transmitting plate 71 and the resistance plate 54 may be directly slid. And the sliding portions are set as the friction force generating portions 72, respectively.

(切換機構80的構成)
切換機構80,具備:以貫通於阻力板54之方式所形成之大致呈矩形狀的貫通孔63;與通過該貫通孔63並設置在黏性流體容器52,並且以黏性流體容器52相對於阻力板54之±X方向(水平方向)上的位移超過第1既定間隔L1時抵接於貫通孔63的緣部以使阻力板54與黏性流體容器52一同往±X方向(水平方向)移動之通過構件81;從貫通孔63的緣部至通過構件81為止之±X方向(水平方向)上的第1既定間隔L1,係設定為較阻力板54相對於摩擦傳達板71之±X方向(水平方向)上之可移動的第2既定間隔L2小。
(Configuration of Switching Mechanism 80)
The switching mechanism 80 includes a substantially rectangular through-hole 63 formed so as to penetrate the resistance plate 54, and the through-hole 63 passes through the through-hole 63 and is provided in the viscous fluid container 52. When the displacement of the resistance plate 54 in the ± X direction (horizontal direction) exceeds the first predetermined interval L1, it abuts against the edge of the through hole 63 so that the resistance plate 54 and the viscous fluid container 52 go in the ± X direction (horizontal direction) together. The moving passage member 81; the first predetermined interval L1 in the ± X direction (horizontal direction) from the edge of the through hole 63 to the passage member 81 is set to be ± X from the resistance plate 54 to the friction transmission plate 71 The second movable interval L2 in the direction (horizontal direction) is small.

實施例中,於通過構件81形成貫通孔(圖中未顯示)並將防止膨脹用螺栓59插通於該貫通孔,但並不限定於此,亦可將通過構件81與防止膨脹用螺栓59形成為一體而構成防止膨脹用螺栓59本身。此時,貫通孔63可設成為防止膨脹用螺栓59的退避長孔。In the embodiment, a through hole (not shown) is formed in the through member 81 and the expansion preventing bolt 59 is inserted into the through hole. However, the present invention is not limited to this. The passing member 81 and the expansion preventing bolt 59 may be used. The integrally formed bolts 59 for preventing expansion are formed. In this case, the through-hole 63 may be provided as a retreating long hole for the expansion-preventing bolt 59.

此外,阻力板54相對於黏性流體容器52可在水平方向上移動,惟該第1既定間隔L1是通過構件81或防止膨脹用螺栓59抵接至貫通孔63為止之範圍,第2既定間隔L2較第1既定間隔L1大。第2既定間隔L2,在阻力板54相對於黏性流體容器52無位移之狀態下,是從X方向上之鎖固構件74之螺紋部的左端部至貫通孔73的左緣為止之距離,從X方向上之鎖固構件74之螺紋部的右端部至貫通孔73的右緣為止之距離亦是第2既定間隔L2。In addition, the resistance plate 54 is movable in the horizontal direction with respect to the viscous fluid container 52, but the first predetermined interval L1 is a range until the member 81 or the expansion-preventing bolt 59 comes into contact with the through hole 63, and the second predetermined interval L2 is larger than the first predetermined interval L1. The second predetermined interval L2 is the distance from the left end of the threaded portion of the locking member 74 in the X direction to the left edge of the through hole 73 when the resistance plate 54 is not displaced relative to the viscous fluid container 52. The distance from the right end portion of the screw portion of the locking member 74 in the X direction to the right edge of the through hole 73 is also the second predetermined interval L2.

此外,切換機構80是在通過構件81或防止膨脹用螺栓59抵接於貫通孔63之部分,具備用以緩和通過構件81或防止膨脹用螺栓59與貫通孔63的碰撞之緩衝機構83。緩衝機構83例如由彈性構件所構成。In addition, the switching mechanism 80 is provided at the portion where the passing member 81 or the expansion preventing bolt 59 abuts against the through hole 63, and includes a buffer mechanism 83 for reducing the collision between the passing member 81 or the preventing expansion bolt 59 and the through hole 63. The buffer mechanism 83 is made of, for example, an elastic member.

(黏性阻尼器51的作用)
黏性阻尼器51中,於黏性流體容器52與阻力板54之間形成有間隙,且黏性流體53進入於該間隙。黏性阻尼器51,在上側樑部3相對於下側樑部2在水平方向上震動時,係利用因阻力板54相對於黏性流體容器52之水平方向上的相對震動所造成之黏性流體53的黏性剪切阻力,藉由黏性力使阻力板54相對於黏性流體容器52之震動衰減。
(The role of the viscous damper 51)
In the viscous damper 51, a gap is formed between the viscous fluid container 52 and the resistance plate 54, and the viscous fluid 53 enters the gap. The viscous damper 51 uses the viscosity caused by the relative vibration of the resistance plate 54 in the horizontal direction with respect to the viscous fluid container 52 when the upper side beam portion 3 vibrates in the horizontal direction relative to the lower side beam portion 2. The viscous shear resistance of the fluid 53 attenuates the vibration of the resistance plate 54 relative to the viscous fluid container 52 by the viscous force.

(摩擦阻尼器70的作用)
摩擦阻尼器70是利用摩擦力產生部72的摩擦阻力之衰減裝置,藉由將鎖固構件74鎖固,以將鎖固構件74的軸力或鎖固力傳達至摩擦力產生部72的摩擦材料。藉由使阻力板54與摩擦傳達板71在水平方向上相對地移動,於摩擦面上產生動摩擦力而得到摩擦阻力,並藉由摩擦力使阻力板54相對於摩擦傳達板71之震動衰減。
(The role of the friction damper 70)
The friction damper 70 is a damping device that uses the frictional resistance of the frictional force generating portion 72 and locks the locking member 74 to transmit the axial force or the locking force of the locking member 74 to the friction of the frictional force generating portion 72. material. When the resistance plate 54 and the friction transmission plate 71 are relatively moved in the horizontal direction, a dynamic friction force is generated on the friction surface to obtain friction resistance, and the vibration of the resistance plate 54 with respect to the friction transmission plate 71 is attenuated by the friction force.

(切換機構80的作用)
切換機構80,係因應因上側樑部3相對於下側樑部2之震動所造成之黏性流體容器52相對於阻力板54之位移的大小,來切換由黏性阻尼器51所單獨進行之震動的衰減與由摩擦阻尼器70所單獨進行之震動的衰減。在黏性流體容器52相對於阻力板54之水平方向上的位移為第1既定間隔L1以內時,通過構件81未抵接於貫通孔63,或即使抵接,通過構件81相對於貫通孔63亦不會較此進行更大位移,所以僅有黏性阻尼器51發揮作用。在黏性流體容器52相對於阻力板54之水平方向上的位移超過第1既定間隔L1時,通過構件81抵接於貫通孔63,並與黏性流體容器52及阻力板54成為一體而一同位移。
(Role of Switching Mechanism 80)
The switching mechanism 80 is switched by the viscous damper 51 independently according to the displacement of the viscous fluid container 52 relative to the resistance plate 54 caused by the vibration of the upper side beam portion 3 relative to the lower side beam portion 2. Attenuation of vibration and attenuation of vibration by the friction damper 70 alone. When the displacement in the horizontal direction of the viscous fluid container 52 with respect to the resistance plate 54 is within the first predetermined interval L1, the passage member 81 is not in contact with the through hole 63, or even if it is in contact, the passage member 81 is relative to the through hole 63. There is no greater displacement than this, so only the viscous damper 51 functions. When the displacement of the viscous fluid container 52 in the horizontal direction with respect to the resistance plate 54 exceeds the first predetermined interval L1, the member 81 abuts the through hole 63 and is integrated with the viscous fluid container 52 and the resistance plate 54 together. Displacement.

因此,阻力板54相對於摩擦傳達板71位移,僅有摩擦阻尼器70發揮作用。如此,切換機構80係以在黏性流體容器52相對於阻力板54之水平方向上的位移為第1既定間隔L1以內時,僅使黏性阻尼器51發揮作用,在黏性流體容器52相對於阻力板54之水平方向上的位移超過第1既定間隔L1時,僅使摩擦阻尼器70發揮作用之方式來切換。Therefore, the resistance plate 54 is displaced relative to the friction transmission plate 71, and only the friction damper 70 functions. In this way, when the displacement mechanism 80 in the horizontal direction of the viscous fluid container 52 with respect to the resistance plate 54 is within the first predetermined interval L1, only the viscous damper 51 functions, and the viscous fluid container 52 faces When the displacement in the horizontal direction of the resistance plate 54 exceeds the first predetermined interval L1, only the manner in which the friction damper 70 is made effective is switched.

(第2實施形態之制震裝置50的構成)
如第6圖所示,於下側樑部2與上側樑部3之間配置制震裝置50。制震裝置50中,係串聯地連結黏性阻尼器51與摩擦阻尼器70,且進一步連結切換機構80。
(Configuration of the vibration damping device 50 of the second embodiment)
As shown in FIG. 6, a vibration damping device 50 is disposed between the lower side beam portion 2 and the upper side beam portion 3. In the vibration damping device 50, the viscous damper 51 and the friction damper 70 are connected in series, and the switching mechanism 80 is further connected.

於上側樑部3相對於下側樑部2之相對位移(震動)較小時(於切換機構80之第1既定間隔L1的範圍內時),由於切換機構80不會因晃動(第1既定間隔L1)而切換,所以僅藉由黏性阻尼器51使震動衰減。When the relative displacement (vibration) of the upper side beam portion 3 relative to the lower side beam portion 2 is small (within the range of the first predetermined interval L1 of the switching mechanism 80), the switching mechanism 80 does not shake due to the first predetermined The interval L1) is switched, so the vibration is damped only by the viscous damper 51.

於上側樑部3相對於下側樑部2之相對位移(震動)較大時(超過切換機構80的第1既定間隔L1時),由於切換機構80進行切換,所以取代黏性阻尼器51而僅有摩擦阻尼器70發揮作用使震動衰減。When the relative displacement (vibration) of the upper side beam portion 3 with respect to the lower side beam portion 2 is large (when the first predetermined interval L1 of the switching mechanism 80 is exceeded), the switching mechanism 80 performs switching, so instead of the viscous damper 51, Only the friction damper 70 functions to attenuate the vibration.

(第2實施形態之制震裝置50的作用)
為了說明上的簡便,係設成為於震動時,上側樑部3相對於下側樑部2亦位移。如第7圖A所示,於無震動之狀態下,上側樑部3相對於下側樑部2未移動。
(Operation of the vibration damping device 50 of the second embodiment)
For the sake of simplicity, it is assumed that the upper beam portion 3 is also displaced relative to the lower beam portion 2 during vibration. As shown in FIG. 7A, in a state where there is no vibration, the upper side beam portion 3 does not move relative to the lower side beam portion 2.

如第7圖B所示,於震動較小之狀態(第7圖A之第1既定間隔L1的範圍內)下,上側樑部3相對於下側樑部2如箭頭(21)般位移,阻力板54與摩擦傳達板71一同如箭頭(22)般位移,而僅藉由黏性阻尼器51使震動衰減。As shown in FIG. 7B, in a state where the vibration is small (within the range of the first predetermined interval L1 in FIG. 7A), the upper side beam portion 3 is displaced like the arrow (21) relative to the lower side beam portion 2, The resistance plate 54 is displaced like the arrow (22) together with the friction transmitting plate 71, and the vibration is damped only by the viscous damper 51.

如第7圖C所示,於震動較大之狀態(超過第7圖A的第1既定間隔L1之範圍)下,上側樑部3相對於下側樑部2如箭頭(23)般進一步位移,通過構件81抵接於貫通孔63而使切換機構80進行切換。阻力板54相對於黏性流體容器52雖未位移,但摩擦傳達板71藉由切換機構80相對於阻力板54如箭頭(24)般位移。其結果使摩擦阻尼器70發揮作用,而僅藉由摩擦阻尼器70使震動衰減。As shown in FIG. 7C, in a state of large vibration (beyond the range of the first predetermined interval L1 in FIG. 7A), the upper side beam portion 3 is further displaced relative to the lower side beam portion 2 as an arrow (23) When the member 81 comes into contact with the through hole 63, the switching mechanism 80 is switched. Although the resistance plate 54 is not displaced relative to the viscous fluid container 52, the friction transmitting plate 71 is displaced relative to the resistance plate 54 by the switching mechanism 80 as indicated by arrow (24). As a result, the friction damper 70 functions, and the vibration is damped only by the friction damper 70.

於第7圖C中,在由震動所造成之位移的速度大時,由於黏性力高於摩擦力,即使藉由切換機構80使通過構件81不抵接於貫通孔63,有時亦會產生摩擦力。In FIG. 7C, when the speed of displacement caused by vibration is large, since the viscosity force is higher than the friction force, even if the passing member 81 is not brought into contact with the through hole 63 by the switching mechanism 80, it may sometimes Generate friction.

(衰減力與位移之關係(履歷形狀))
如第8圖A所示,在由震動所造成之位移小之狀態下,由於切換機構80的位移為第1既定間隔L1以內(晃動以內),所以僅產生由黏性阻尼器51所產生之黏性力作為衰減力。震動發生不久後,如箭頭(31)般在位移小之狀態下衰減力增大,接著僅有黏性力作用,而如箭頭(32)般衰減力與位移產生變化。
(Relationship between damping force and displacement (history shape))
As shown in FIG. 8A, in a state where the displacement caused by the vibration is small, since the displacement of the switching mechanism 80 is within the first predetermined interval L1 (within shaking), only the displacement generated by the viscous damper 51 is generated. Viscous force acts as a damping force. Shortly after the shock, the damping force increases with a small displacement like the arrow (31), and then only the viscous force acts, while the damping force and displacement change like the arrow (32).

如第8圖B所示,在由震動所造成之位移處於中位之狀態下,由於切換機構80的位移超過第1既定間隔L1(大於晃動),所以僅產生由摩擦阻尼器70所產生之摩擦力作為衰減力。在震動發生不久後之切換機構80的位移小於第1既定間隔L1之範圍內,如箭頭(33)般僅有黏性力發揮作用而使衰減力增大,接著通過構件81抵接至貫通孔63,並藉由切換機構80如箭頭(34)般僅有摩擦力發揮作用而使衰減力增大。As shown in FIG. 8B, in the state where the displacement caused by the vibration is in the neutral position, the displacement of the switching mechanism 80 exceeds the first predetermined interval L1 (greater than the wobble), so only the displacement generated by the friction damper 70 is generated. Friction acts as a damping force. When the displacement of the switching mechanism 80 is less than the first predetermined interval L1 shortly after the vibration occurs, only the viscous force acts as the arrow (33) to increase the damping force, and then the member 81 abuts to the through hole 63, and the damping force is increased by the switching mechanism 80 having only the frictional force acting like the arrow (34).

接著在僅有摩擦力發揮作用之狀態下,如箭頭(35)般衰減力與位移產生變化,當震動的位移方向成為相反而使通過構件81相對於貫通孔63之位移方向成為反向時,在僅有黏性力作用了切換機構80的晃動份之狀態下,如箭頭(36)般以使位移變小之方式產生變化,通過構件81再次抵接於貫通孔63,並藉由切換機構80如箭頭(37)般使僅有摩擦力作用而使衰減力增大。接著在僅有摩擦力發揮作用之狀態下,如箭頭(38)般衰減力與位移產生變化。Then, in a state where only the frictional force acts, the damping force and displacement change like the arrow (35). When the displacement direction of the vibration is reversed and the displacement direction of the passage member 81 with respect to the through hole 63 is reversed, In a state in which only a sway component of the switching mechanism 80 is applied by the viscous force, as shown by the arrow (36), the displacement is changed so as to reduce the displacement. The member 81 abuts against the through hole 63 again, and the switching mechanism is used. 80, like the arrow (37), causes only the frictional force to increase the damping force. Then, in a state where only the frictional force acts, the attenuation force and displacement change as shown by arrow (38).

當黏性力大於摩擦力時,開始產生摩擦力。由於黏性體的速度相依性,當地震的速度較大時,黏性力大於摩擦力。When the viscous force is greater than the friction force, the friction force starts to be generated. Due to the speed dependence of the viscous body, when the speed of the earthquake is large, the viscous force is greater than the friction force.

如第8圖C所示,在由震動所造成之位移更大之狀態下,衰減力的變化幾乎與第8圖B相同,惟與第8圖B的狀態相比位移增大。As shown in FIG. 8C, in a state where the displacement caused by the vibration is larger, the change in the attenuation force is almost the same as that in FIG. 8B, but the displacement is increased compared to the state in FIG. 8B.

第1實施形態中,係將第1構件41設成為俯視觀看時為矩形狀之第1凸部,將第2構件42設成為俯視觀看時為矩形狀之第2凸部,但並不限定於此,亦可是將第1構件41設成為俯視觀看時為梯形或半圓形,第2構件42亦為梯形或半圓形之構成,或是將第1構件41設成為往+Y方向突出之銷,將第2構件42設成為銷的接受部之構成等,只要以在超過第1既定間隔L1時使摩擦傳達板31相對於阻力板14位移之方式來進行切換即可,亦可為其他構成。In the first embodiment, the first member 41 is provided as the first convex portion having a rectangular shape in a plan view, and the second member 42 is provided as the second convex portion having a rectangular shape in a plan view, but it is not limited to this. In this case, the first member 41 may have a trapezoidal or semi-circular shape when viewed from above, and the second member 42 may also have a trapezoidal or semi-circular shape, or the first member 41 may be configured to protrude in the + Y direction. The pin and the configuration in which the second member 42 serves as a pin receiving portion may be switched as long as the friction transmission plate 31 is displaced relative to the resistance plate 14 when it exceeds the first predetermined interval L1, and may be other. Make up.

此外,第1實施形態中,係設成為使從第1構件41的右端至右方相鄰之第2構件42的左端為止之距離與從第1構件41的左端至左方相鄰之第2構件42的右端為止之距離兩者,作為第1既定間隔L1而左右均等地位移,但並不限定於此,亦可以使從第1構件41的右端至右方相鄰之第2構件42的左端為止之距離與從第1構件41的左端至左方相鄰之第2構件42的右端為止之距離成為非均等之方式來設定。In addition, in the first embodiment, the distance from the right end of the first member 41 to the left end of the second member 42 adjacent to the right and the right end of the second member 42 adjacent to the left from the left end of the first member 41 are provided. The distances up to this point are equally shifted left and right as the first predetermined interval L1. However, the distance is not limited to this, and the distance from the right end of the first member 41 to the left end of the second member 42 adjacent to the right may be changed from The distance from the left end of the first member 41 to the right end of the second member 42 adjacent to the left is set to be non-uniform.

1:結構物
2:下側樑部
3:上側樑部
10、50:制震裝置
11、51:黏性阻尼器
12、52:黏性流體容器
13、53:黏性流體
14、54:阻力板
15:底部
16:立壁部
17:鎖固構件
18:下部角撐板
19:防止膨脹用螺栓
21:鎖固構件
22:上部角撐板
23:貫通孔
24:鎖固構件
30、70:摩擦阻尼器
31、71:摩擦傳達板
32、72:摩擦力產生部
40、80:切換機構
41:第1構件(第1凸部)
42:第2構件(第2凸部)
43、83:緩衝機構
19、59:防止膨脹用螺栓
63:貫通孔
81:通過構件
L1:第1既定間隔
L2:第2既定間隔
L3:第3既定間隔
1: Structure
2: lower side beam section
3: upper side beam section
10, 50: vibration damping device
11, 51: Viscous damper
12, 52: Viscous fluid container
13, 53: Viscous fluid
14, 54: Resistance plate
15: bottom
16: standing wall
17: Locking member
18: lower gusset
19: Bolts for preventing expansion
21: Locking member
22: Upper gusset
23: through-hole
24: Locking member
30, 70: Friction damper
31, 71: Friction transmission board
32, 72: Friction generating section
40, 80: Switching mechanism
41: first member (first convex portion)
42: second member (second convex portion)
43, 83: buffer mechanism
19, 59: Bolts for preventing expansion
63: Through-hole
81: Through components
L1: 1st predetermined interval
L2: 2nd predetermined interval
L3: 3rd predetermined interval

第1圖為概念性顯示本發明的第1實施形態之制震裝置之前視圖。
第2圖為示意性顯示第1圖的制震裝置之圖。
第3圖A為於第1圖的制震裝置中不具有因震動所造成之位移之狀態之作用圖。
第3圖B為於第1圖的制震裝置中因震動所造成之位移小之狀態之作用圖。
第3圖C為於第1圖的制震裝置中因震動所造成之位移大之狀態之作用圖。
第4圖A為於第1圖的制震裝置中因震動所造成之位移小之狀態下之衰減力與位移的關係之圖。
第4圖B為於第1圖的制震裝置中因震動所造成之位移大之狀態下之衰減力與位移的關係之圖。
第4圖C為於第1圖的制震裝置中因震動所造成之位移更大之狀態下之衰減力與位移的關係之圖。
第5圖為顯示本發明的第2實施形態之制震裝置之前視圖。
第6圖為示意性顯示第5圖的制震裝置之圖。
第7圖A為於第5圖的制震裝置中不具有因震動所造成之位移之狀態之作用圖。
第7圖B為於第5圖的制震裝置中因震動所造成之位移小之狀態之作用圖。
第7圖C為於第5圖的制震裝置中因震動所造成之位移大之狀態之作用圖。
第8圖A為於第5圖的制震裝置中因震動所造成之位移小之狀態下之衰減力與位移的關係之圖。
第8圖B為於第5圖的制震裝置中因震動所造成之位移大之狀態下之衰減力與位移的關係之圖。
第8圖C為於第5圖的制震裝置中因震動所造成之位移更大之狀態下之衰減力與位移的關係之圖。
FIG. 1 is a front view conceptually showing a vibration damping device according to a first embodiment of the present invention.
Fig. 2 is a diagram schematically showing the vibration damping device of Fig. 1.
FIG. 3A is an action diagram of a state in which the displacement caused by vibration is not included in the vibration suppressing device of FIG. 1.
FIG. 3B is an action diagram of a state in which displacement due to vibration is small in the vibration suppressing device of FIG. 1.
FIG. 3C is an action diagram of a state in which the displacement caused by vibration is large in the vibration suppressing device of FIG. 1.
FIG. 4A is a graph showing the relationship between the attenuation force and the displacement in a state where the displacement due to vibration is small in the vibration suppressing device of FIG. 1.
FIG. 4B is a diagram showing the relationship between the attenuation force and the displacement in the state where the displacement caused by vibration is large in the vibration suppressing device of FIG. 1.
FIG. 4C is a graph showing the relationship between the attenuation force and the displacement in the state where the displacement caused by the vibration is larger in the vibration suppressing device of FIG. 1.
Fig. 5 is a front view showing a vibration damping device according to a second embodiment of the present invention.
FIG. 6 is a view schematically showing the vibration damping device of FIG. 5.
FIG. 7A is an action diagram of a state in which the displacement caused by vibration is not included in the vibration suppressing device of FIG. 5.
FIG. 7B is an action diagram of a state in which displacement due to vibration is small in the vibration suppressing device of FIG. 5.
FIG. 7C is an action diagram of a state in which the displacement due to vibration is large in the vibration suppressing device of FIG. 5.
FIG. 8A is a diagram showing the relationship between the attenuation force and displacement in a state where displacement due to vibration is small in the vibration suppressing device of FIG. 5.
FIG. 8B is a graph showing the relationship between the attenuation force and the displacement in a state where the displacement caused by vibration is large in the vibration suppressing device of FIG. 5.
FIG. 8C is a diagram showing the relationship between the attenuation force and the displacement in a state where the displacement caused by the vibration is larger in the vibration suppressing device of FIG. 5.

Claims (6)

一種制震裝置,其係由包含下側樑部與上側樑部之結構物所具備之制震裝置,其特徵為
具備:藉由黏性力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之黏性阻尼器、及連結於該黏性阻尼器並藉由摩擦力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之摩擦阻尼器、以及切換由前述黏性阻尼器所單獨進行之震動的衰減與由前述黏性阻尼器及前述摩擦阻尼器的併用所進行之震動的衰減之切換機構;
前述黏性阻尼器,具備:固定在前述下側樑部上之黏性流體容器、及貯留於該黏性流體容器之黏性流體、以及於固定在前述上側樑部之狀態下垂下並浸漬在前述黏性流體並且相對於前述黏性流體容器進行水平移動之阻力板;
前述摩擦阻尼器,具備:相對於前述阻力板可水平移動地設置之摩擦傳達板、以及設置在該摩擦傳達板與前述黏性阻尼器的前述阻力板之間之摩擦力產生部;
前述切換機構,具備:設置在前述黏性流體容器之第1構件、以及和該第1構件的水平移動方向相對向而設置在前述摩擦傳達板之第2構件;當前述黏性流體容器相對於前述摩擦傳達板之水平方向上的位移,超過前述第1構件之水平方向上的端部與和該端部相對向之前述第2構件的端部之第1既定間隔時,藉由抵接於前述第1構件,使前述摩擦傳達板與前述黏性流體容器一同相對於前述阻力板相對地往水平方向移動。
A vibration damping device is a vibration damping device provided by a structure including a lower side beam portion and an upper side beam portion, and is characterized in that the level of the lower side beam portion and the upper side beam portion is made horizontal by an adhesive force. A viscous damper for attenuating vibration in a direction, a friction damper connected to the viscous damper and attenuating the vibration in the horizontal direction of the lower side beam portion and the upper side beam portion by friction, and a switching mechanism A switching mechanism for vibration attenuation by the viscous damper alone and vibration attenuation by a combination of the viscous damper and the friction damper;
The viscous damper includes a viscous fluid container fixed to the lower side beam portion, a viscous fluid stored in the viscous fluid container, and hanging down and immersed in a state of being fixed to the upper side beam portion. A resistance plate for moving said viscous fluid horizontally relative to said viscous fluid container;
The friction damper includes a friction transmission plate that is horizontally movable with respect to the resistance plate, and a friction force generating portion provided between the friction transmission plate and the resistance plate of the viscous damper;
The switching mechanism includes: a first member provided on the viscous fluid container; and a second member provided on the friction transmitting plate opposite to a horizontal moving direction of the first member; and when the viscous fluid container is opposed to When the horizontal displacement of the friction transmitting plate exceeds a first predetermined interval between an end portion in the horizontal direction of the first member and an end portion of the second member opposite to the end portion, the friction transmission plate abuts against The first member moves the friction transmitting plate and the viscous fluid container relatively horizontally with respect to the resistance plate.
如請求項1所述之制震裝置,其中於前述切換機構中,
前述摩擦傳達板是配置在前述黏性流體容器的上方,
前述第1構件是從前述黏性流體容器的上部朝向前述摩擦傳達板突出之第1凸部,
前述第2構件是從前述摩擦傳達板的下部朝向前述黏性流體容器突出之第2凸部,
前述第1凸部與前述第2凸部,是在前述第1凸部的水平移動方向上隔著既定間隔而交互地配置複數個。
The vibration damping device according to claim 1, wherein in the aforementioned switching mechanism,
The friction transmitting plate is disposed above the viscous fluid container,
The first member is a first convex portion protruding from an upper portion of the viscous fluid container toward the friction transmitting plate,
The second member is a second convex portion protruding from a lower portion of the friction transmitting plate toward the viscous fluid container,
The first convex portion and the second convex portion are alternately arranged in a horizontal movement direction of the first convex portion with a predetermined interval therebetween.
如請求項1所述之制震裝置,其中前述切換機構,是在前述第1構件與前述第2構件抵接之部分,具備用以緩和前述第1構件與前述第2構件之碰撞之緩衝機構。The vibration damping device according to claim 1, wherein the switching mechanism is provided at a portion where the first member and the second member abut, and includes a buffer mechanism for mitigating the collision between the first member and the second member. . 一種制震裝置,其係由包含下側樑部與上側樑部之結構物所具備之制震裝置,其特徵為
具備:藉由黏性力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之黏性阻尼器、及連結於該黏性阻尼器並藉由摩擦力使前述下側樑部與前述上側樑部之水平方向上的震動衰減之摩擦阻尼器、以及切換由前述黏性阻尼器所單獨進行之震動的衰減與由該摩擦阻尼器所單獨進行之震動的衰減之切換機構;
前述黏性阻尼器,具備:固定在前述下側樑部上之黏性流體容器、及貯留於該黏性流體容器之黏性流體、及於固定在前述上側樑部之狀態下垂下之摩擦傳達板、以及從該摩擦傳達板經由前述摩擦阻尼器而垂下並浸漬在前述黏性流體並且相對於前述黏性流體容器進行水平移動之阻力板;
前述摩擦阻尼器,具備:前述摩擦傳達板、及相對於該摩擦傳達板可水平移動地設置之前述阻力板、以及設置在前述阻力板與該摩擦傳達板之間之摩擦力產生部;
前述切換機構,具備:以貫通前述阻力板之方式所形成之貫通孔、以及通過該貫通孔而設置在前述黏性流體容器,並且當前述黏性流體容器相對於前述阻力板之水平方向上的位移超過第1既定間隔時,藉由抵接於前述貫通孔的緣部,使前述阻力板與前述黏性流體容器一同相對於前述摩擦傳達板相對地往水平方向移動之通過構件。
A vibration damping device is a vibration damping device provided by a structure including a lower side beam portion and an upper side beam portion, and is characterized in that the level of the lower side beam portion and the upper side beam portion is made horizontal by an adhesive force. A viscous damper for attenuating vibration in a direction, a friction damper connected to the viscous damper and attenuating the vibration in the horizontal direction of the lower side beam portion and the upper side beam portion by friction, and a switching mechanism The switching mechanism for the attenuation of the vibration performed by the viscous damper alone and the attenuation of the vibration performed by the friction damper alone;
The viscous damper includes a viscous fluid container fixed to the lower side beam portion, a viscous fluid stored in the viscous fluid container, and friction transmission that hangs down while being fixed to the upper side beam portion. A resistance plate that hangs down from the friction transmitting plate via the friction damper, is immersed in the viscous fluid, and moves horizontally relative to the viscous fluid container;
The friction damper includes the friction transmission plate, the resistance plate provided horizontally movable with respect to the friction transmission plate, and a friction force generating portion provided between the resistance plate and the friction transmission plate;
The switching mechanism includes a through hole formed so as to penetrate the resistance plate, and the viscous fluid container is provided through the through hole, and when the viscous fluid container is in a horizontal direction with respect to the resistance plate, When the displacement exceeds the first predetermined interval, the passage member that moves the resistance plate and the viscous fluid container relatively horizontally relative to the friction transmission plate by contacting the edge portion of the through hole.
如請求項4所述之制震裝置,其中於前述切換機構中,
前述通過構件是防止前述黏性流體容器的膨脹之防止膨脹用螺栓,
前述貫通孔是前述防止膨脹用螺栓的退避長孔。
The vibration damping device according to claim 4, wherein in the aforementioned switching mechanism,
The passing member is a bolt for preventing expansion that prevents expansion of the viscous fluid container,
The through-hole is a retraction long hole of the expansion-preventing bolt.
如請求項4所述之制震裝置,其中前述切換機構,是在前述通過構件與前述貫通孔的緣部抵接之部分,具備用以緩和前述通過構件與前述貫通孔的緣部之碰撞之緩衝機構。The vibration damping device according to claim 4, wherein the switching mechanism is provided at a portion where the passing member is in contact with an edge portion of the through hole, and is provided with a mechanism for reducing collision between the passing member and the edge portion of the through hole. Buffer mechanism.
TW107137502A 2017-11-14 2018-10-24 Seismic device TWI675971B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2017219046A JP6854232B2 (en) 2017-11-14 2017-11-14 Seismic control device
JP2017-219046 2017-11-14

Publications (2)

Publication Number Publication Date
TW201930746A TW201930746A (en) 2019-08-01
TWI675971B true TWI675971B (en) 2019-11-01

Family

ID=66540179

Family Applications (1)

Application Number Title Priority Date Filing Date
TW107137502A TWI675971B (en) 2017-11-14 2018-10-24 Seismic device

Country Status (4)

Country Link
JP (1) JP6854232B2 (en)
KR (1) KR102602629B1 (en)
TW (1) TWI675971B (en)
WO (1) WO2019097933A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113464600B (en) * 2021-07-22 2023-04-28 同济大学 Damping device
CN114263364B (en) * 2021-12-24 2023-01-31 武汉华科永信建筑工程有限公司 Reinforcing structure of existing structural beam and construction method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW382037B (en) * 1998-07-21 2000-02-11 Ohbayashi Corp Damper
TW200415290A (en) * 2001-08-10 2004-08-16 Kajima Corp Damping coefficient switching-type oil hydraulic shock absorber
JP2007247733A (en) * 2006-03-15 2007-09-27 Takanori Sato Damper set
JP2010255302A (en) * 2009-04-24 2010-11-11 Dynamic Design:Kk Viscous seismic response control wall

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10169248A (en) * 1996-12-09 1998-06-23 Maeda Corp Base-isolating device
JP2004300912A (en) * 2003-03-17 2004-10-28 Taisei Corp Vibration control damper coping with habitability
JP4933848B2 (en) * 2006-06-28 2012-05-16 株式会社小松製作所 Resin component fastening structure and construction machine exterior panel fastened by this fastening structure
JP2008215071A (en) * 2008-04-14 2008-09-18 Sumitomo Mitsui Construction Co Ltd Seismic response control apparatus and seismic control structure
KR101191726B1 (en) * 2010-06-10 2012-10-16 조선대학교산학협력단 Damping device for structure
JP2014194116A (en) * 2013-03-28 2014-10-09 Tokyu Construction Co Ltd Vibration control structure of building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW382037B (en) * 1998-07-21 2000-02-11 Ohbayashi Corp Damper
TW200415290A (en) * 2001-08-10 2004-08-16 Kajima Corp Damping coefficient switching-type oil hydraulic shock absorber
JP2007247733A (en) * 2006-03-15 2007-09-27 Takanori Sato Damper set
JP2010255302A (en) * 2009-04-24 2010-11-11 Dynamic Design:Kk Viscous seismic response control wall

Also Published As

Publication number Publication date
WO2019097933A1 (en) 2019-05-23
TW201930746A (en) 2019-08-01
JP6854232B2 (en) 2021-04-07
KR102602629B1 (en) 2023-11-16
KR20200077465A (en) 2020-06-30
JP2019090217A (en) 2019-06-13

Similar Documents

Publication Publication Date Title
JP5964894B2 (en) Lever type viscoelastic vibration absorber
TWI675971B (en) Seismic device
US9790632B2 (en) Laundry treatment apparatus
JP2013142429A (en) Mechanism for seismic base isolation
KR100887565B1 (en) Seismic isolating device with multi-damping fuction
JP2002180418A (en) Base isolation structure system in bridge
KR101272836B1 (en) Mr damper having low fluid resistance
TWI749163B (en) Vibration damping device
RU2584291C1 (en) Spring vibration isolator
JP5985927B2 (en) Sliding bearings for structures
JPH09268802A (en) Vibration damper
JPH1136657A (en) Base isolation device
JP2017053128A (en) Installation structure of damping device
KR101191726B1 (en) Damping device for structure
JPS6059381B2 (en) Vibration isolation method for upper floor
JP7488747B2 (en) Vibration control device
JP6846313B2 (en) Superstructure bearing structure
KR20020011631A (en) Three dimensional vibration isolator
JP2016205413A (en) Seismic isolation structure
KR102024442B1 (en) Fluid Daper For Earthquake-proof
JP2004232386A (en) Base isolation structure of wide area response
RU2576801C1 (en) Vibration isolator for foundations of buildings, operating in seismic hazard areas
JP7141638B2 (en) Vibration isolation structure
JP4579760B2 (en) Seismic isolation structure
KR102338886B1 (en) Plate type dynamic absorber