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JP6651149B2 - Damping device - Google Patents
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JP6651149B2 - Damping device - Google Patents

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JP6651149B2
JP6651149B2 JP2018103394A JP2018103394A JP6651149B2 JP 6651149 B2 JP6651149 B2 JP 6651149B2 JP 2018103394 A JP2018103394 A JP 2018103394A JP 2018103394 A JP2018103394 A JP 2018103394A JP 6651149 B2 JP6651149 B2 JP 6651149B2
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weight
damping device
vibration damping
members
side wall
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JP2019207015A (en
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善弘 三上
善弘 三上
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株式会社アイライフケア
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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 damping device that absorbs a 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.This converts the shaking of the earthquake transmitted to the building into thermal energy and absorbs it, thereby damaging the building. It is possible to suppress the progress.

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 is generally performed using a member called a bracing, which is obliquely inserted between columns, inside a frame of a building.

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 technologies for installing a vibration control device on the top of the 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 vibration control device is broadly divided into an AMD (Active Mass Damper) and a TMD (Tuned Mass Damper). The AMD operates a built-in weight actively by using a computer, and is used for building. It is a device that absorbs 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 the AMD performs an active operation based on an external input, it is necessary to incorporate a CPU, a sensor, an actuator, and the like as constituent members in addition to a weight, a damper, and a supporting member, and the structure is 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 does not require external input, but merely incorporates a weight, a damper, a support member, and the like, and passively absorbs the vibration transmitted to the building.

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 damping device (TMD) that can be compactly designed 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。   This vibration damping device includes a support fixed to a building, a weight placed on the support, and a plurality of wire rope spiral windings having a deformation capacity based on a spring constant and an energy absorption capacity depending on the deformation. And a shock-absorbing member (helical isolator). In addition, 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 cushioning members are provided evenly between the opposed inclined surfaces. The weight is supported on the support base via the buffer member.

特開2003−42227号公報JP-A-2003-42227

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 damping device described in Patent Literature 1 has a configuration in which buffer members are provided one by one in parallel along 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, in the case of the vibration control device described in Patent Literature 1, there is a problem in that when the weight swings in a diagonal direction, the swing 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。   The present invention has been made in view of the above situation, and has as its object to provide a vibration damping device having a simple structure and capable of absorbing shaking in 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 includes a plurality of buffer members having a wire wire spirally formed and a substantially prismatic weight mounted on the plurality of buffer members,
The weight is placed on the plurality of buffer members so that the bottom surface thereof and the axial direction of the wire line are substantially parallel to each other,
The axial direction intersects a side direction of each adjacent side of the bottom surface in a 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 cushioning members are arranged so that the axial direction of the wire line intersects in a plan view with each side direction of the adjacent side of the bottom surface of the weight, so that the plurality of buffer members are perpendicular to each side of the weight. Even if a swing occurs in a direction such as a direction or a diagonal direction, the swing can be reliably transmitted to the weight via the plurality of buffer members. This makes it possible to efficiently change kinetic energy due to shaking into heat 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 aspect of the present invention, the plurality of cushioning 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。   With such a configuration, the stability of the weight placed on the plurality of buffer members is improved.

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 has a substantially quadrangular prism shape, and the axial direction intersects a side direction of each of 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 is possible to absorb shaking in various directions with a small number of components, and the manufacturability of the vibration damping 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 stacking 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。   With such a configuration, it is possible to increase or decrease the number of laminated plate-like bodies and adjust the weight of the weight according to 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 fuel cell system further includes a plurality of buffer members and a side wall that stands upright from the periphery of the weight.

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。   With such a configuration, even when a plurality of cushioning members move greatly due to the occurrence of a large roll, the plurality of cushioning members collide with the side wall portion, and the kinetic energy due to the shaking is converted into thermal energy. It is possible to maintain efficiency.

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 for covering the upper part 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。   With such a configuration, even when a plurality of cushioning members move significantly due to the occurrence of large pitching, the weight collides with the lid, and the conversion efficiency of kinetic energy to thermal energy due to the shaking is maintained. It is possible to do. In addition, even if the components of the damping device are damaged or detached due to the occurrence of large rolls or pitches, the components can be prevented from scattering and may cause harm to nearby people and objects. 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。   According to the present invention, it is possible to provide a vibration damping device having a simple structure and capable of absorbing vibrations in 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 an outline perspective view showing the vibration control device concerning an embodiment of the present 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 showing the inside of the vibration control device concerning the embodiment of the present 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 showing the inside of the vibration control device concerning the embodiment of the present 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 vibration control device which concerns on embodiment of this invention is provided, (a) is a top view, (b) 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 showing an example of use of a vibration control device concerning an embodiment of the present 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, a vibration damping device according to an embodiment of the present invention will be described with reference to FIGS.
The embodiment described below is an example of the present invention, and the present invention is not limited to the following embodiment. In these figures, reference numeral 1 indicates a vibration control device according to the present 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 damping device 1 includes four cushioning members 11 having a wire wire 11 a formed in a spiral shape, and a substantially quadrangular prism-shaped weight placed on the four cushioning members 11. And 12. The four cushioning members 11 are mounted on a base B having a substantially rectangular plate shape.
In addition, the number of the buffer members 11 is not limited to this, and for example, five or more may be provided.

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 damping device 1 includes four cushioning members 11 and a side wall portion 13 erected from the periphery of the weight 12.
More specifically, the side wall portion 13 is vertically erected from four sides of the four cushioning members 11 and the weight 12, and thus is configured as a rectangular bottomless cylindrical body as a whole.

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。   In addition, the vibration damping device 1 includes a lid portion 14 that is mounted on the upper portion of the side wall portion 13 and that is configured as a rectangular bottomed cylindrical body that covers the upper portion 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 housing H that houses the four cushioning members 11 and the weight 12 is configured by the side wall 13 and the lid 14.

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 damping device 1 includes a fixing member F that comes into contact with the outer surfaces of the side wall 13 and the lid 14. The side wall 13 and the lid 14 are fixed by a fixing member F so that their relative positions do not change.
The fixing member F is fixed to the installation surface P (see FIG. 3) of the vibration damping device 1 by a fixing tool V such as a bolt penetrating in a vertical direction from a 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。
2A and 2B are views showing the inside of the vibration damping device 1. FIG.
More specifically, FIG. 2A is a plan view of the vibration damping device 1 with the lid 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. 2A and 2B, the weight 12 includes a plurality of substantially rectangular plate-shaped weight main bodies 12a, and a substantially square plate-shaped weight mounting portion 12b on which the weight main body 12a is mounted. And a positioning frame 12c for positioning the weight main body 12a, and a connecting tool 12d for connecting the stacked weight main 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 stacked weight bodies 12a (hereinafter referred to as weight stacked bodies 12A) are mounted on the weight mounting portion 12b along the short side direction. That is, nine weight bodies 12a are mounted on the weight mounting portion 12b.
The three stacked weight bodies 12a are connected by a connecting tool 12d that vertically penetrates from substantially the center thereof. One end of the connecting tool 12d is screwed into and fixed to a connecting hole 12b1 (see FIG. 3) provided in the weight placing portion 12b.
Note that the number of the weight main bodies 12a is not limited to this, and for example, the number of stacked main bodies 12a may be two or four or more. Further, 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 similarly to the weight placing portion 12b. Further, by changing the size of the vibration damping device 1 and the weight main body 12a, the number of the weight laminated bodies 12A mounted on the weight mounting portion 12b can be freely changed.

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。
The weight 12 is mounted on the four buffer members 11 such that the mounting surface of the weight mounting portion 12b and the axial direction D of the 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 of the weight laminated bodies 12A so as to stand up 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 diagram showing the inside of the vibration damping device 1.
More specifically, FIG. 3 is a diagram when the weight mounting portion 12b is seen through in FIG. 2 (a) except for the weight main body 12a, the positioning frame portion 12c, and the connector 12d.

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 arranged at the four corners of the weight placing portion 12b.
More specifically, the axial direction D of the wire lines 11a of the four buffer members 11 intersects the long side direction and the short side direction of the bottom surface of the weight placing 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 cushioning member 11 has a wire wire 11a that is spirally formed and a pair of elongated retainers 11b through which the wire wire 11a 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 retainer 11b is formed by laminating two plate-like members 11b1 and is provided in parallel so as to face each other, and a wire 11a is inserted between the plate-like members 11b1.
The retainer 11b has a plurality of tightening bolts 11b2 for fixing the wire 11a by tightening the plate-like body 11b1, mounting holes 11b3 formed at both ends thereof for mounting to an external device (not shown). , Are 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 cushioning member 11 configured as described above has a deformation ability based on a spring constant and an energy absorption ability depending on the deformation, and absorbs a load applied to the cushioning member 11 by the elastic radial deformation of the wire 11a. Can be done. The buffer member 11 can change the buffer characteristics freely by changing the diameter, length, number of turns, and the like 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 damping 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 in FIG. 5A, in the case of a detached house H1, it can be installed on the attic R1. Also, as shown in FIG. 5B, in the case of the apartment H2, it can be installed on the roof R2.
The installation place is not limited to this, and it can be installed on the roof in a detached house with a rooftop, and it can be installed indoors even in an apartment. Further, the number of vibration damping devices 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 line 11a of the cushioning member 11 is 45 ° in plan view with respect to the side direction of each adjacent side of the weight placing portion 12b. By intersecting 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 placing portion 12b, the swing is reliably performed via the four cushioning members 11. Transmission to the weight 12 is enabled. This makes it possible to efficiently change kinetic energy due to shaking into heat 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。   In addition, the stability of the weights 12 placed on the four cushioning members 11 is improved by arranging the four cushioning members 11 at each corner of the weight placing 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。   In addition, the weight 12 is formed by stacking a plurality of plate-shaped body weight bodies 12a, so that the number of stacked body bodies 12a can be increased or decreased according to the installation environment or the like, and the weight of the weight 12 can be adjusted. Becomes 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 cushioning members 11 and the side wall portion 13 erected from the periphery of the weight 12, even if the four cushioning members 11 move greatly due to the occurrence of a large roll, the four cushioning members 11 are provided. 11 can be made to collide with the side wall, 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 portion 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 the motion due to the shaking is performed. It is possible to maintain the conversion efficiency of energy to heat energy. Even when the components of the vibration damping device 1 are damaged or detached due to the occurrence of large rolls and pitches, the components can be prevented from being scattered, and there is a risk of causing harm to nearby people and objects. Disappears.

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 each component 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
DESCRIPTION OF SYMBOLS 1 Vibration control device 11 Buffer member 11a Wire wire 11b Retainer 11b1 Plate 11b2 Tightening bolt 11b3 Mounting hole D Axial direction 12 Weight 12a Weight main body 12A Weight stack 12b Weight mounting portion 12b1 Connection hole 12c Positioning frame portion 12d Connection tool 13 side wall part 14 lid part B base F fixing member F1 tongue piece V fixing tool P installation surface H1 detached house R1 attic H2 apartment R2 rooftop

Claims (8)

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錘載置部と、前記錘載置部を介して前記複数の緩衝部材に載置される略角柱状の錘と、前記錘の位置決めを行う位置決め枠部と、を備え、
前記錘は、複数の錘本体により構成され、
前記錘本体は、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、前記錘載置部に、互いに隣接して載置され、
前記軸方向は、前記底面の隣接辺それぞれの辺方向と、平面視で交差し、
前記錘載置部は、略平板状であり、
前記位置決め枠部は、前記錘載置部に載置され、前記複数の錘の間に介装されることで、隣接する前記錘の対向する面を離間させることを特徴とする制震装置。
A plurality of shock-absorbing members having spirally-turned wire wires, a weight resting portion mounted on the plurality of shock- absorbing members, and a plurality of shock absorbing members mounted on the plurality of shock absorbing members via the weight resting portions A substantially prismatic weight, and a positioning frame portion for positioning the weight ,
The weight is constituted by a plurality of weight bodies,
The weight main body is placed adjacent to each other on the weight mounting portion so that the bottom surface thereof and the axial direction of the wire line are substantially parallel to each other,
The axial direction intersects the side direction of each of the adjacent sides of the bottom surface in plan view ,
The weight mounting portion is substantially flat,
The vibration damping device , wherein the positioning frame portion is mounted on the weight mounting portion and is interposed between the plurality of weights to separate opposing surfaces of the adjacent weights .
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 damping device according to claim 1, wherein the plurality of cushioning 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 a side direction of each of adjacent sides of the bottom surface at an angle of 45 degrees in a plan view. 4. 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 any one of claims 1 to 3, 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。   The vibration damping device according to any one of claims 1 to 4, further comprising a side wall portion provided upright from a periphery of the plurality of buffer members and the weight. 前記側壁部は、全体として、その外形が略長方形状の無底筒状体として構成されていることを特徴とする、請求項5に記載の制震装置。
6. The vibration damping device according to claim 5 , wherein the side wall portion is entirely configured as a bottomless cylindrical body having a substantially rectangular outer shape. 7.
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5又は6に記載の制震装置。
The vibration damping device according to claim 5 , further comprising a lid that covers an upper part of the weight.
前記側壁部及び前記蓋部の外面に当接する固定部材と、前記複数の緩衝部材が載置される基台と、を備え、  A fixing member abutting on the outer surface of the side wall portion and the lid portion, and a base on which the plurality of cushioning members are mounted,
前記固定部材は、前記側壁部の立設方向から略垂直方向に突設する舌片を有し、  The fixing member has a tongue protruding in a substantially vertical direction from a standing direction of the side wall portion,
前記舌片は、前記基台が配置される配置面に固定されることを特徴とする、請求項7に記載の制震装置。  The vibration damping device according to claim 7, wherein the tongue piece is fixed to an arrangement surface on which the base is arranged.
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