JP2019207015A - Vibration control device - Google Patents

Vibration control device Download PDF

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JP2019207015A
JP2019207015A JP2018103394A JP2018103394A JP2019207015A JP 2019207015 A JP2019207015 A JP 2019207015A JP 2018103394 A JP2018103394 A JP 2018103394A JP 2018103394 A JP2018103394 A JP 2018103394A JP 2019207015 A JP2019207015 A JP 2019207015A
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weight
control device
buffer members
vibration control
axial direction
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JP6651149B2 (en
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善弘 三上
Yoshihiro Mikami
善弘 三上
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I Life Care Co Ltd
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  • Vibration Prevention Devices (AREA)

Abstract

To provide a vibration control device with a simple structure capable of absorbing oscillation in various directions.SOLUTION: A vibration control device comprises a plurality of buffer members 11 having wire lines 11a formed in a spiral manner, and a substantially prismatic weight 12 installed on the plurality of buffer members 11. The weight 12 is installed on the plurality of buffer members 11 so that the bottom surface thereof and an axial direction D of the wiring line 11a are substantially parallel, and the axial direction D intersects with the side direction of each adjacent side of the bottom surface in plan view.SELECTED DRAWING: Figure 1

Description

本発明は、建築物に伝達する地震の揺れを吸収する制震装置に係るものである。   The present invention relates to a vibration control device that absorbs shaking of an earthquake transmitted to a building.

制震とは、建築物に錘やダンパー等特定の部材を組み込む建築工法であり、これにより、建築物に伝達する地震の揺れを熱エネルギーに変換し、吸収することで、建築物の破壊の進行を抑制すことが可能となる。   Seismic control is a construction method that incorporates specific members such as weights and dampers into a building. By this, the vibration of the earthquake transmitted to the building is converted into thermal energy and absorbed, thereby destroying the building. Progress can be suppressed.

従来、この建築工法は、建築物の架構の内部に、筋交いと呼ばれる、柱と柱との間に斜めに組み込まれる部材を用いて行われることが一般的であった。   Conventionally, this construction method has generally been performed using a member called a bracing, which is obliquely incorporated between columns, inside a building frame.

また、近年では、建築物の高層化に伴い、建築物の頂部に制震装置を設置する技術も多く採用されている。   In recent years, with the rise of buildings, many techniques for installing a vibration control device on the top of a building have been adopted.

この制震装置は、AMD(Active Mass Damper)とTMD(Tuned Mass Damper)に大別され、AMDは、内部に組み込まれた錘を、コンピュータを用いて能動的に動作させることで、建築物に伝達する揺れを吸収する装置である。   This seismic control device is roughly divided into AMD (Active Mass Damper) and TMD (Tuned Mass Damper), and AMD actively moves the built-in weight using a computer to the building. It is a device that absorbs the transmitted vibration.

また、AMDは、外部からの入力による能動的な動作を行うことから、構成部材として、錘やダンパー、支持部材の他、CPUやセンサ、アクチェータ等を組み込む必要があり、構造が複雑となる。   In addition, since AMD performs an active operation by an external input, it is necessary to incorporate a CPU, a sensor, an actuator, etc. in addition to a weight, a damper, and a support member as components, and the structure becomes complicated.

一方、TMDは、外部からの入力は必要とせず、錘やダンパー、支持部材等を組み込むのみで、建築物に伝達する揺れを受動的に吸収する装置である。   On the other hand, the TMD is a device that passively absorbs the vibration transmitted to the building by incorporating a weight, a damper, a support member, and the like without requiring input from the outside.

例えば、特許文献1には、少ない構成部材によりコンパクトな設計とすることができ、簡易に製造や建築物への取り付けが可能な制震装置(TMD)が記載されている。   For example, Patent Literature 1 describes a vibration control device (TMD) that can be made compact with a small number of components and can be easily manufactured and attached to a building.

この制震装置は、建造物に固定される支持台と、この支持台の上に配置される錘と、ばね定数による変形能力と変形に依存するエネルギー吸収能力とをもつ複数のワイヤロープ螺旋巻式の緩衝部材(ヘリカルアイソレータ)と、を備えている。また、支持台および錘には、水平に対して45°の角度で傾斜し、互いに対向する傾斜面をそれぞれ設け、複数の緩衝部材をその傾斜面の対向間に均等的に設け、これら複数の緩衝部材を介して錘を支持台の上に支持する構成となっている。   The seismic control device includes a plurality of wire rope spiral windings having a support base fixed to a building, a weight disposed on the support base, a deformation capacity by a spring constant, and an energy absorption capacity depending on the deformation. A buffer member (helical isolator) of the type. Further, the support base and the weight are inclined at an angle of 45 ° with respect to the horizontal, and are provided with inclined surfaces facing each other, and a plurality of buffer members are provided evenly between the opposed surfaces of the inclined surfaces. The weight is supported on the support base via the buffer member.

特開2003−42227号公報JP 2003-42227 A

しかしながら、特許文献1に記載の制震装置は、平面視で略正方形の錘の四辺に沿って平行に、一つずつ緩衝部材が設けられている構成である。   However, the vibration control device described in Patent Document 1 has a configuration in which buffer members are provided one by one in parallel along the four sides of a substantially square weight in plan view.

このため、例えば、特許文献1に記載の制震装置は、錘の対角線方向に揺れが生じた場合に、この揺れの吸収を効率的に行えない、といった問題が生ずる。   For this reason, for example, the vibration control device described in Patent Document 1 has a problem in that when the weight is swayed in the diagonal direction, the sway cannot be efficiently absorbed.

本発明は上記のような実状に鑑みてなされたものであり、簡易な構造であり、様々な方向の揺れを吸収することが可能な制震装置を提供することを課題とする。   This invention is made | formed in view of the above actual conditions, and makes it a subject to provide the damping device which is a simple structure and can absorb the vibration of various directions.

上記課題を解決するために、本発明は、螺旋状に旋回形成されたワイヤ線を有する複数の緩衝部材と、前記複数の緩衝部材に載置される略角柱状の錘と、を備え、
前記錘は、その底面と前記ワイヤ線の軸方向とが略平行となるように、前記複数の緩衝部材に載置され、
前記軸方向は、前記底面の隣接辺それぞれの辺方向と平面視で交差することを特徴とする。
In order to solve the above problems, the present invention comprises a plurality of buffer members having wire wires spirally formed, and a substantially prismatic weight placed on the plurality of buffer members,
The weight is placed on the plurality of buffer members such that the bottom surface thereof and the axial direction of the wire line are substantially parallel,
The axial direction intersects with the side direction of each adjacent side of the bottom surface in plan view.

本発明によれば、複数の緩衝部材が、そのワイヤ線の軸方向が錘の底面の隣接辺それぞれの辺方向と平面視で交差するように配置されていることで、錘の各辺に対する垂直方向や対角線方向等の方向に揺れが生じた場合であっても、複数の緩衝部材を介して、揺れを確実に錘に伝達させることが可能となる。これにより、揺れによる運動エネルギーを効率的に熱エネルギーに変化させることが可能となる。   According to the present invention, the plurality of buffer members are arranged so that the axial direction of the wire line intersects the side direction of each adjacent side of the bottom surface of the weight in a plan view, so that the perpendicular to each side of the weight Even when a vibration occurs in a direction such as a direction or a diagonal direction, the vibration can be reliably transmitted to the weight via the plurality of buffer members. Thereby, it becomes possible to efficiently change the kinetic energy due to shaking to thermal energy.

本発明の好ましい形態では、前記複数の緩衝部材は、前記底面の各隅部に配置されていることを特徴とする。   In a preferred embodiment of the present invention, the plurality of buffer members are arranged at each corner of the bottom surface.

このような構成とすることで、複数の緩衝部材に載置された錘の安定性が向上する。   By setting it as such a structure, the stability of the weight mounted in the some buffer member improves.

本発明の好ましい形態では、前記錘は、略四角柱状であり、前記軸方向は、前記底面の隣接辺それぞれの辺方向と、平面視で45度の角度で交差することを特徴とする。   In a preferred embodiment of the present invention, the weight is substantially a quadrangular prism, and the axial direction intersects each side direction of the adjacent sides of the bottom surface at an angle of 45 degrees in plan view.

このような構成とすることで、少ない構成部材で、様々な方向の揺れを吸収することが可能となり、制震装置の製造性が向上する。   With such a configuration, it becomes possible to absorb vibrations in various directions with a small number of components, and the manufacturability of the vibration control device is improved.

本発明の好ましい形態では、前記錘は、複数の板状体が積層されてなることを特徴とする。   In a preferred embodiment of the present invention, the weight is formed by laminating a plurality of plate-like bodies.

このような構成とすることで、使用環境等に合わせて、積層される板状体の枚数を増減させ、錘の重量を調整することが可能となる。   By adopting such a configuration, it is possible to adjust the weight of the weight by increasing or decreasing the number of stacked plate-like bodies in accordance with the use environment or the like.

本発明の好ましい形態では、前記複数の緩衝部材及び前記錘の周縁から立設された側壁部を備えることを特徴とする。   In a preferred embodiment of the present invention, the plurality of buffer members and a side wall portion standing from the periphery of the weight are provided.

このような構成とすることで、大きな横揺れの発生により複数の緩衝部材が大きく動いた場合であっても、複数の緩衝部材を側壁部に衝突させ、揺れによる運動エネルギーの熱エネルギーへの変換効率を維持させることが可能となる。   By adopting such a configuration, even when a plurality of buffer members move greatly due to the occurrence of a large roll, the plurality of buffer members collide with the side wall portion, and the kinetic energy is converted into thermal energy by the swing. Efficiency can be maintained.

本発明の好ましい形態では、前記錘の上方を覆う蓋部を備えることを特徴とする。   In a preferred embodiment of the present invention, a lid is provided to cover the upper side of the weight.

このような構成とすることで、大きな縦揺れの発生により複数の緩衝部材が大きく動いた場合であっても、錘を蓋部に衝突させ、揺れによる運動エネルギーの熱エネルギーへの変換効率を維持させることが可能となる。また、大きな横揺れや縦揺れの発生により、制震装置の構成部材の破損や脱離が生じた場合であっても、構成部材の飛散を防止でき、周辺の人や物に危害を加える恐れが無くなる。   By adopting such a configuration, even when multiple cushioning members move greatly due to the occurrence of large pitching, the weight collides with the lid and maintains the conversion efficiency of kinetic energy to thermal energy due to shaking. It becomes possible to make it. In addition, even if the components of the vibration control device are damaged or detached due to the occurrence of large rolls or pitches, the components can be prevented from being scattered and the surrounding people or objects may be harmed. Disappears.

本発明によれば、簡易な構造であり、様々な方向の揺れを吸収することが可能な制震装置を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, it is a simple structure and can provide the damping device which can absorb the vibration of various directions.

本発明の実施形態に係る制震装置を示す概略斜視図である。It is a schematic perspective view which shows the damping device which concerns on embodiment of this invention. 本発明の実施形態に係る制震装置の内部を示す図である。It is a figure which shows the inside of the damping device which concerns on embodiment of this invention. 本発明の実施形態に係る制震装置の内部を示す図である。It is a figure which shows the inside of the damping device which concerns on embodiment of this invention. 本発明の実施形態に係る制震装置が備える緩衝部材を示す図であって、(a)平面図、(b)側面図である。It is a figure which shows the buffer member with which the damping device which concerns on embodiment of this invention is provided, Comprising: (a) Top view, (b) It is a side view. 本発明の実施形態に係る制震装置の使用例を示す図である。It is a figure which shows the usage example of the damping device which concerns on embodiment of this invention.

以下、図1〜図4を用いて、本発明の実施形態に係る制震装置について説明する。
なお、以下に示す実施形態は本発明の一例であり、本発明を以下の実施形態に限定するものではない。また、これらの図において、符号1は、本実施形態に係る制震装置を示すものとする。
Hereinafter, the damping device which concerns on embodiment of this invention is demonstrated using FIGS. 1-4.
The following embodiment is an example of the present invention, and the present invention is not limited to the following embodiment. Moreover, in these figures, the code | symbol 1 shall show the damping device which concerns on this embodiment.

図1及び図2に示すように、制震装置1は、螺旋状に旋回形成されたワイヤ線11aを有する4つの緩衝部材11と、4つの緩衝部材11に載置される略四角柱状の錘12と、を備えている。また、4つの緩衝部材11は略長方形板状の基台Bに載置されている。
なお、緩衝部材11の数はこれに限定されず、例えば5つ以上備えていても良い。
As shown in FIGS. 1 and 2, the vibration control device 1 includes four shock-absorbing members 11 having wire wires 11 a that are spirally formed, and a substantially quadrangular prism-shaped weight placed on the four shock-absorbing members 11. 12. Further, the four buffer members 11 are mounted on a substantially rectangular plate-like base B.
In addition, the number of the buffer members 11 is not limited to this, For example, you may provide five or more.

図1に示すように、制震装置1は、4つの緩衝部材11及び錘12の周縁から立設された側壁部13を備えている。
詳述すれば、側壁部13は、4つの緩衝部材11及び錘12の四方から鉛直方向に立設されることにより、全体として角形の無底筒状体として構成されている。
As shown in FIG. 1, the vibration control device 1 includes a side wall portion 13 erected from the peripheral edges of four buffer members 11 and a weight 12.
More specifically, the side wall 13 is configured as a square bottomless cylindrical body as a whole by being erected in the vertical direction from the four sides of the four buffer members 11 and the weight 12.

また、制震装置1は、側壁部13の上部に載置され、錘12の上方を覆う角形の有底筒状体として構成された蓋部14を備えている。   Further, the vibration control device 1 includes a lid portion 14 that is placed on the upper portion of the side wall portion 13 and configured as a rectangular bottomed cylindrical body that covers the upper side of the weight 12.

このように、側壁部13と蓋部14とにより、4つの緩衝部材11及び錘12を収納する筺体Hが構成される。   As described above, the side wall portion 13 and the lid portion 14 constitute a housing H that houses the four buffer members 11 and the weight 12.

また、制震装置1は、側壁部13及び蓋部14の外面に当接する固定部材Fを備えている。側壁部13及び蓋部14は、固定部材Fにより、その相対位置が変化しないように固定されている。
なお、固定部材Fは、水平方向に突設する舌片F1から鉛直方向に貫通する、ボルト等の固定具Vにより、制震装置1の設置面P(図3参照)に固定されている。
In addition, the vibration control device 1 includes a fixing member F that contacts the outer surfaces of the side wall portion 13 and the lid portion 14. The side wall portion 13 and the lid portion 14 are fixed by a fixing member F so that the relative positions thereof do not change.
In addition, the fixing member F is being fixed to the installation surface P (refer FIG. 3) of the damping device 1 with the fixing tools V, such as a volt | bolt, which penetrates in the vertical direction from the tongue piece F1 protruding in the horizontal direction.

図2(a)、図2(b)は、制震装置1の内部を示す図である。
詳述すれば、図2(a)は、制震装置1から蓋部14及び固定部材Fを除いた状態の平面図、図2(b)は、図1におけるAA´線断面図である。
FIG. 2A and FIG. 2B are diagrams showing the inside of the vibration control device 1.
More specifically, FIG. 2A is a plan view of the vibration damping device 1 with the cover 14 and the fixing member F removed, and FIG. 2B is a cross-sectional view taken along the line AA ′ in FIG.

図2(a)及び図2(b)に示すように、錘12は、略長方形板状の複数の錘本体12aと、錘本体12aが載置される略正方形板状の錘載置部12bと、錘本体12aの位置決めを行う位置決め枠部12cと、積層された錘本体12aを連結する連結具12dと、を有している。   As shown in FIGS. 2 (a) and 2 (b), the weight 12 includes a plurality of weight bodies 12a having a substantially rectangular plate shape, and a weight mounting portion 12b having a substantially square plate shape on which the weight body 12a is placed. And a positioning frame portion 12c for positioning the weight body 12a, and a connector 12d for connecting the stacked weight bodies 12a.

詳述すれば、3枚積層された錘本体12a(以下錘積層体12A)が、その短辺方向に沿って3つ、錘載置部12bに載置されている。即ち、錘本体12aは、錘載置部12bに9枚載置されている。
3枚積層された錘本体12aは、その略中央から鉛直方向に貫通する連結具12dにより、連結されている。連結具12dの一端は、錘載置部12bに設けられた連結孔12b1(図3参照)に螺嵌し、固定されている。
なお、錘本体12aの数はこれに限られず、例えば、積層される数は2枚や4枚以上であっても良い。また、錘本体12aの形状は略長方形板状に限られず、例えば、錘載置部12bと同様に略正方形板状であっても良い。さらに、制震装置1や錘本体12aの大きさを変更することで、錘載置部12bに載置される錘積層体12Aの数は自在に変更可能である。
More specifically, three weight main bodies 12a (hereinafter referred to as weight laminated bodies 12A) stacked in three are mounted on the weight mounting portion 12b along the short side direction. That is, nine weight main bodies 12a are placed on the weight placing portion 12b.
The three stacked weight bodies 12a are connected by a connecting tool 12d penetrating in the vertical direction from the approximate center thereof. One end of the connection tool 12d is screwed and fixed to a connection hole 12b1 (see FIG. 3) provided in the weight mounting portion 12b.
In addition, the number of the weight main bodies 12a is not limited thereto, and for example, the number of stacked bodies may be two or four or more. Moreover, the shape of the weight main body 12a is not limited to a substantially rectangular plate shape, and may be, for example, a substantially square plate shape like the weight placing portion 12b. Furthermore, the number of weight laminated bodies 12A placed on the weight placing portion 12b can be freely changed by changing the sizes of the vibration control device 1 and the weight main body 12a.

また、錘12は、錘載置部12bの載置面とワイヤ線11aの軸方向Dとが略平行となるように、4つの緩衝部材11に載置されている。
さらに、位置決め枠部12cは、錘載置部12bの四隅と各錘積層体12Aの間に、錘載置部12bから上方に立設する態様で設けられている。
Further, the weight 12 is placed on the four buffer members 11 so that the placement surface of the weight placement portion 12b and the axial direction D of the wire wire 11a are substantially parallel.
Further, the positioning frame portion 12c is provided between the four corners of the weight placing portion 12b and each weight stacked body 12A so as to stand upward from the weight placing portion 12b.

図3は、制震装置1の内部を示す図である。
詳述すれば、図3は、図2(a)において、錘本体12a、位置決め枠部12c及び連結具12dを除き、錘載置部12bを透過した際の図である。
FIG. 3 is a view showing the inside of the vibration control device 1.
Specifically, FIG. 3 is a view when the weight main body 12a, the positioning frame portion 12c, and the coupling tool 12d are removed from the weight placement portion 12b in FIG. 2A.

図3に示すように、4つの緩衝部材11は、錘載置部12bの四隅に配置されている。
詳述すれば、4つの緩衝部材11が有するワイヤ線11aの軸方向Dは、錘載置部12bの底面の長辺方向及び短辺方向と角度θで交差しており、角度θは45度である。
As shown in FIG. 3, the four buffer members 11 are disposed at the four corners of the weight mounting portion 12b.
More specifically, the axial direction D of the wire 11a included in the four buffer members 11 intersects the long side direction and the short side direction of the bottom surface of the weight mounting portion 12b at an angle θ, and the angle θ is 45 degrees. It is.

図4に示すように、緩衝部材11は、螺旋状に旋回形成されたワイヤ線11aと、ワイヤ線11aが挿通される一対の細長のリテーナ11bと、を有している。   As shown in FIG. 4, the buffer member 11 includes a wire wire 11 a that is spirally formed and a pair of elongated retainers 11 b through which the wire wire 11 a is inserted.

リテーナ11bは、板状体11b1が2枚に積層されてなり、対向するように一対平行に設けられ、板状体11b1間にワイヤ線11aが挿通されている。
また、リテーナ11bには、板状体11b1を締め付けることでワイヤ線11aを固定する複数の締付ボルト11b2、その両端部に形成され、外部装置(図示せず)へ取付けるための取付孔11b3と、が形成されている。
The retainers 11b are formed by laminating two plate-like bodies 11b1 and are provided in parallel so as to face each other, and a wire 11a is inserted between the plate-like bodies 11b1.
Further, the retainer 11b has a plurality of fastening bolts 11b2 for fixing the wire 11a by fastening the plate-like body 11b1, and mounting holes 11b3 formed at both ends thereof for attaching to an external device (not shown). , Is formed.

このように構成された緩衝部材11は、ばね定数による変形能力と、変形に依存するエネルギー吸収能力とを備え、ワイヤ線11aの弾性的な径方向の変形により、緩衝部材11に加わる荷重を緩衝させることができる。また、緩衝部材11は、ワイヤ線11aの直径、長さ、巻数等を変更することにより、緩衝特性を自在に変化させることができる。   The buffer member 11 configured as described above has a deformation capability based on a spring constant and an energy absorption capability depending on the deformation, and buffers the load applied to the buffer member 11 by elastic radial deformation of the wire 11a. Can be made. Moreover, the buffer member 11 can change a buffer characteristic freely by changing the diameter, length, the number of turns, etc. of the wire 11a.

図5に示すように、制震装置1は、戸建て住宅H1やマンションH2等、様々な建築物に用いることができる。   As shown in FIG. 5, the vibration control device 1 can be used for various buildings such as a detached house H1 and an apartment H2.

例えば、図5(a)に示すように、戸建て住宅H1の場合は屋根裏R1に設置することができる。また、図5(b)に示すように、マンションH2の場合は屋上R2に設置することができる。
なお、設置場所はこれに限られず、屋上のある戸建て住宅では屋上に設置することができるし、マンションであっても屋内に設置することができる。また、設置する制震装置1の数は1つに限られず、設置環境に合わせて2つ以上としても良い。
For example, as shown to Fig.5 (a), in the case of the detached house H1, it can install in the attic R1. Moreover, as shown in FIG.5 (b), in the case of the apartment H2, it can install in rooftop R2.
Note that the installation location is not limited to this, and a detached house with a roof can be installed on the roof, and even a condominium can be installed indoors. Moreover, the number of the vibration control apparatuses 1 to be installed is not limited to one, and may be two or more according to the installation environment.

本実施形態によれば、錘12が、略四角柱状であり、緩衝部材11のワイヤ線11aの軸方向Dが、錘載置部12bの隣接辺それぞれの辺方向と、平面視で45度の角度で交差していることで、錘載置部12bの各辺に対する垂直方向や対角線方向等の方向に揺れが生じた場合であっても、4つの緩衝部材11を介して、揺れを確実に錘12に伝達させることが可能となる。これにより、揺れによる運動エネルギーを効率的に熱エネルギーに変化させることが可能となる。   According to the present embodiment, the weight 12 has a substantially quadrangular prism shape, and the axial direction D of the wire 11a of the buffer member 11 is 45 degrees in the plan view and the side direction of each adjacent side of the weight mounting portion 12b. By crossing at an angle, even if a swing occurs in a direction such as a vertical direction or a diagonal direction with respect to each side of the weight mounting portion 12b, the swing can be reliably performed via the four buffer members 11. It can be transmitted to the weight 12. Thereby, it becomes possible to efficiently change the kinetic energy due to shaking to thermal energy.

また、4つの緩衝部材11が、錘載置部12bの各隅部に配置されていることで、4つの緩衝部材11に載置された錘12の安定性が向上する。   Moreover, the stability of the weight 12 mounted on the four buffer members 11 is improved by arranging the four buffer members 11 at the respective corners of the weight mounting portion 12b.

また、錘12は、複数の板状体の錘本体12aが積層されてなることで、設置環境等に合わせて、積層される錘本体12aの枚数を増減させ、錘12の重量を調整することが可能となる。   Further, the weight 12 is formed by laminating a plurality of plate-like weight bodies 12a, so that the number of weight bodies 12a to be laminated is increased or decreased according to the installation environment and the weight 12 is adjusted. Is possible.

また、4つの緩衝部材11及び錘12の周縁から立設された側壁部13を備えることで、大きな横揺れの発生により4つの緩衝部材11が大きく動いた場合であっても、4つの緩衝部材11を側壁部に衝突させ、揺れによる運動エネルギーの熱エネルギーへの変換効率を維持させることが可能となる。   Further, by providing the four buffer members 11 and the side wall portion 13 erected from the periphery of the weight 12, even if the four buffer members 11 move greatly due to the occurrence of large rolls, the four buffer members 11 can be made to collide with the side wall portion, and the conversion efficiency of kinetic energy into thermal energy due to shaking can be maintained.

また、錘12の上方を覆う蓋部14を備えることで、大きな縦揺れの発生により4つの緩衝部材11が大きく動いた場合であっても、錘12を蓋部14に衝突させ、揺れによる運動エネルギーの熱エネルギーへの変換効率を維持させることが可能となる。大きな横揺れや縦揺れの発生により、制震装置1の構成部材の破損や脱離が生じた場合であっても、構成部材の飛散を防止でき、周辺の人や物に危害を加える恐れが無くなる。   In addition, by providing the lid portion 14 that covers the upper side of the weight 12, even when the four buffer members 11 move greatly due to the occurrence of large pitching, the weight 12 collides with the lid portion 14 and exercises due to shaking. It becomes possible to maintain the conversion efficiency of energy into heat energy. Even if the components of the vibration control device 1 are damaged or detached due to the occurrence of large rolls or pitches, the components can be prevented from scattering, and there is a risk of harming surrounding people and things. Disappear.

なお、前記実施形態において示した各構成部材の諸形状や寸法等は一例であって、設計要求等に基づき種々変更可能である。   Note that the shapes, dimensions, and the like of the constituent members shown in the above embodiment are merely examples, and can be variously changed based on design requirements and the like.

1 制震装置
11 緩衝部材
11a ワイヤ線
11b リテーナ
11b1 板状体
11b2 締付ボルト
11b3 取付孔
D 軸方向
12 錘
12a 錘本体
12A 錘積層体
12b 錘載置部
12b1 連結孔
12c 位置決め枠部
12d 連結具
13 側壁部
14 蓋部
B 基台
F 固定部材
F1 舌片
V 固定具
P 設置面
H1 戸建て住宅
R1 屋根裏
H2 マンション
R2 屋上
1 Damping device 11 Buffer member 11a Wire wire 11b Retainer 11b1 Plate body 11b2 Clamping bolt 11b3 Mounting hole D Axial direction 12 Weight 12a Weight body 12A Weight stacked body 12b Weight mounting portion 12b1 Connection hole 12c Positioning frame portion 12d Connection tool 13 Side wall part 14 Cover part B Base F Fixing member F1 Tongue piece V Fixing tool P Installation surface H1 Detached house R1 Attic H2 Mansion R2 Rooftop

Claims (6)

螺旋状に旋回形成されたワイヤ線を有する複数の緩衝部材と、前記複数の緩衝部材に載置される略角柱状の錘と、を備え、
前記錘は、その底面と前記ワイヤ線の軸方向とが略平行となるように、前記複数の緩衝部材に載置され、
前記軸方向は、前記底面の隣接辺それぞれの辺方向と、平面視で交差することを特徴とする制震装置。
A plurality of buffer members having wire wires spirally formed, and a substantially prismatic weight placed on the plurality of buffer members,
The weight is placed on the plurality of buffer members such that the bottom surface thereof and the axial direction of the wire line are substantially parallel,
The vibration control device according to claim 1, wherein the axial direction intersects each side direction of the adjacent side of the bottom surface in a plan view.
前記複数の緩衝部材は、前記底面の各隅部に配置されていることを特徴とする、請求項1に記載の制震装置。   The vibration control device according to claim 1, wherein the plurality of buffer members are arranged at each corner of the bottom surface. 前記錘は、略四角柱状であり、前記軸方向は、前記底面の隣接辺それぞれの辺方向と、平面視で45度の角度で交差することを特徴とする、請求項1又は2に記載の制震装置。   3. The weight according to claim 1, wherein the weight has a substantially quadrangular prism shape, and the axial direction intersects with a side direction of each adjacent side of the bottom surface at an angle of 45 degrees in a plan view. Damping device. 前記錘は、複数の板状体が積層されてなることを特徴とする、請求項1〜3の何れかに記載の制震装置。   The vibration control device according to claim 1, wherein the weight is formed by stacking a plurality of plate-like bodies. 前記複数の緩衝部材及び前記錘の周縁から立設された側壁部を備えることを特徴とする、請求項1〜4の何れかに記載の制震装置。   5. The vibration control device according to claim 1, further comprising a side wall portion erected from a peripheral edge of the plurality of buffer members and the weight. 6. 前記錘の上方を覆う蓋部を備えることを特徴とする、請求項1〜5の何れかに記載の制震装置。
The seismic control device according to claim 1, further comprising a lid that covers an upper portion of the weight.
JP2018103394A 2018-05-30 2018-05-30 Damping device Expired - Fee Related JP6651149B2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010127007A (en) * 2008-11-27 2010-06-10 Toyota Motor Corp Damper and building using the same
JP2011027165A (en) * 2009-07-24 2011-02-10 Tanaka Seishin Kozo Kenkyusho:Kk Vibration damping apparatus
WO2018105612A1 (en) * 2016-12-09 2018-06-14 日本電気硝子株式会社 Anti-vibration pallet and glass packaging body

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010127007A (en) * 2008-11-27 2010-06-10 Toyota Motor Corp Damper and building using the same
JP2011027165A (en) * 2009-07-24 2011-02-10 Tanaka Seishin Kozo Kenkyusho:Kk Vibration damping apparatus
WO2018105612A1 (en) * 2016-12-09 2018-06-14 日本電気硝子株式会社 Anti-vibration pallet and glass packaging body

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