JP6013971B2 - Suspension support structure for damping device - Google Patents

Suspension support structure for damping device Download PDF

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JP6013971B2
JP6013971B2 JP2013111082A JP2013111082A JP6013971B2 JP 6013971 B2 JP6013971 B2 JP 6013971B2 JP 2013111082 A JP2013111082 A JP 2013111082A JP 2013111082 A JP2013111082 A JP 2013111082A JP 6013971 B2 JP6013971 B2 JP 6013971B2
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suspension
pressure receiving
wire
receiving member
support structure
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JP2014228131A (en
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亮 水谷
亮 水谷
栗野 治彦
治彦 栗野
田中 敬二
敬二 田中
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Kajima Corp
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本発明は、地震や強風により揺れる建物の制震を可能にする制震装置の吊材(例えばワイヤ)の端部を支持するための構造に関するものである。   The present invention relates to a structure for supporting an end portion of a suspension member (for example, a wire) of a vibration control device that enables vibration control of a building that is shaken by an earthquake or strong wind.

従来、このような分野の技術として、特開2001−153177号公報がある。この公報に記載された制震装置の吊材支持構造には、構造物のスラブ或いは梁から複数の吊材を介して揺動可能に錘(質量体)が吊り下げられ、錘にはダンパーが連設され、構造物の振動が錘の振幅に変換され、錘の振幅がダンパーで吸収されることにより構造物の振動を低減する制震装置が開示されている。そして、構造物の梁にアイボルトが埋め込まれ、このアイボルトには、ワイヤの上端に設けられたリング状フックが引っ掛けられている。このような回転機構によって、錘を、自由に揺動させることができる。   Conventionally, there is JP-A-2001-153177 as a technology in such a field. In the suspension support structure for a vibration control device described in this publication, a weight (mass body) is suspended from a slab or beam of a structure via a plurality of suspension members, and a damper has a damper. There has been disclosed a vibration control device that reduces vibrations of a structure that is provided in a continuous manner, and the vibration of the structure is converted into the amplitude of the weight, and the amplitude of the weight is absorbed by the damper. An eyebolt is embedded in the beam of the structure, and a ring-shaped hook provided on the upper end of the wire is hooked on the eyebolt. With such a rotation mechanism, the weight can be freely swung.

特開2001−153177号公報JP 2001-153177 A

しかしながら、前述した従来の制震装置の吊材支持構造は、錘が揺動する度に梁側のアイボルトとワイヤ側のフックとが錘の質量によって強く摩擦し合って、互いに摩耗し合うといった問題点がある。このような摩耗が起こると、アイボルトやフックに偏摩耗が発生し易く、耐久性の点でも不利益を伴っている。また、錘の揺動時に回転機構が抵抗トルクになって揺れ特性に影響を与えてしまう虞がある。   However, the above-described suspension support structure for the conventional vibration control device has the problem that the eye-bolt on the beam side and the hook on the wire side rub against each other due to the mass of the weight each time the weight swings, and wear each other. There is a point. When such wear occurs, uneven wear tends to occur on the eyebolts and hooks, which is disadvantageous in terms of durability. In addition, when the weight is swung, the rotation mechanism may become a resistance torque and affect the swing characteristics.

本発明は、回転機構を必要としない制震装置の吊材支持構造を提供することを目的とする。   An object of this invention is to provide the suspension material support structure of the damping device which does not require a rotation mechanism.

本発明は、支持架構に吊材の上端が取り付けられ、吊り材の下端が質量体に取り付けられた制震装置の吊材支持構造において、
支持架構には、吊材の上端が貫通する受圧部材が固定され、この受圧部材には、上下方向に延在する吊材挿通孔が形成され、この吊材挿通孔の壁面は、下方に行くに従って徐々に広がるような回転体形状を有し、質量体の揺れに際して、吊材は壁面に沿って変形することを特徴とする。
The present invention is the suspension material support structure of the vibration control device in which the upper end of the suspension material is attached to the support frame and the lower end of the suspension material is attached to the mass body.
A pressure receiving member through which the upper end of the suspension member passes is fixed to the support frame. A suspension member insertion hole extending in the vertical direction is formed in the pressure reception member, and a wall surface of the suspension member insertion hole extends downward. And the suspension member is deformed along the wall surface when the mass body shakes.

この制震装置の吊材支持構造において、受圧部材の吊材挿通孔の壁面は、下方に行くに従って徐々に広がるような回転体形状を有しているので、地震や強風により建物が揺れる度に質量体が揺動すると、吊材の上端も揺動する。このとき、吊材は吊材挿通孔の壁面に沿って変形する。そして、吊材が壁面に当たる接触面積は、質量体の振幅が大きくなる程、大きくなる。すなわち、質量体の振れ力に応じて吊材が壁面に当たる接触面積を増減させることができる。このように、質量体の揺れに対応して接触面積を変えることができるので、吊材に応力集中が起こり難くなり、これによって吊材が切れ難くなるといった効果を奏する。また、吊材の鉛直荷重を支持する部材(例えば支圧ソケット)は、振れを生ぜず可動しないため、ワイヤフックのような摩擦を生じない。また、回転する部分が無いため揺動時に抵抗を生じることがなくなり、振れ特性への影響を無くすことができる。   In the suspension support structure of this seismic control device, the wall surface of the suspension member insertion hole of the pressure receiving member has a rotating body shape that gradually spreads downward, so every time the building is shaken by an earthquake or strong wind When the mass body swings, the upper end of the suspension member also swings. At this time, the suspension member is deformed along the wall surface of the suspension member insertion hole. And the contact area where a suspension material hits a wall surface becomes large, so that the amplitude of a mass body becomes large. That is, the contact area where the suspension material hits the wall surface can be increased or decreased according to the deflection force of the mass body. Thus, since the contact area can be changed in response to the shaking of the mass body, stress concentration is unlikely to occur in the suspension material, and thereby the suspension material is hardly cut. In addition, a member (for example, a bearing socket) that supports the vertical load of the suspension member does not move and does not move, and thus does not generate friction as in a wire hook. In addition, since there is no rotating part, resistance is not generated at the time of swinging, and the influence on the swing characteristics can be eliminated.

また、受圧部材は、吊材挿通孔を含んで上下方向に延在する分割面をもって分割されている。
このような構成を採用すると、支持架構に吊材を吊り下げた状態で、吊材に受圧部材を容易にセットすることができ、受圧部材の取付け作業性の向上を図ることができる。また、吊材から受圧部材を容易に外すことができ、受圧部材の交換が可能になる。
Moreover, the pressure receiving member is divided | segmented with the division surface extended in an up-down direction including a suspension material penetration hole.
If such a structure is employ | adopted, a pressure receiving member can be easily set to a suspension material in the state which suspended the suspension material on the support frame, and the improvement of workability | operativity of a pressure reception member can be aimed at. Further, the pressure receiving member can be easily removed from the suspension member, and the pressure receiving member can be replaced.

また、支持架構に固定されると共に、受圧部材を下から挿入する開口部を有するケースと、ケースの開口部側の端部に着脱自在に取り付けられ受圧部材用の脱落防止部材と、を有している。
このような構成を採用すると、ケースから脱落防止部材を外すことで受圧部材をケースから取り出すことができ、これによって、受圧部材の吊材挿通孔の壁面が長期の使用により摩耗した場合でも、受圧部材自体の交換を可能にすると共に、受圧部材の脱落を防ぐことができる。
A case having an opening for inserting the pressure receiving member from below; and a drop-off preventing member for the pressure receiving member that is detachably attached to the end of the case on the opening side. ing.
By adopting such a configuration, the pressure receiving member can be taken out of the case by removing the drop-off preventing member from the case, so that even if the wall surface of the suspension material insertion hole of the pressure receiving member is worn out due to long-term use, The member itself can be exchanged and the pressure receiving member can be prevented from falling off.

本発明によれば、制震装置の吊材支持構造の摩擦の低減と揺れ時の抵抗を少なくすることを可能にしている。   According to the present invention, it is possible to reduce the friction of the suspension support structure of the vibration control device and to reduce the resistance at the time of shaking.

制震装置の一実施形態を示す正面図である。It is a front view which shows one Embodiment of a damping device. 本発明に係る制震装置の吊材支持構造を示す断面図である。It is sectional drawing which shows the suspension material support structure of the damping device which concerns on this invention. 吊材支持構造に適用する受圧部材を示す斜視図である。It is a perspective view which shows the pressure receiving member applied to a suspension material support structure. 図3の断面図である。FIG. 4 is a cross-sectional view of FIG. 3. 吊材支持構造の組立て手順を示す断面図である。It is sectional drawing which shows the assembly procedure of a suspension material support structure. 受圧部材の他の例を示す断面図である。It is sectional drawing which shows the other example of a pressure receiving member. 受圧部材の更に他の例を示す断面図である。It is sectional drawing which shows the other example of a pressure receiving member.

以下、図面を参照しつつ本発明に係る制震装置の吊材支持構造の好適な実施形態について詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, a preferred embodiment of a suspension material support structure for a vibration control device according to the present invention will be described in detail with reference to the drawings.

図1に示されるように、建物Sの屋上に設置されて地震や風による建物Sの揺れを抑える制震装置1は、ワイヤ(吊材)2に吊り下げられた錘(質量体)3とオイルダンパ4とを備えた振り子式のTMD(Tuned Mass Damper)である。制震装置1では、建物Sが揺れたときに錘3が振り子運動し、錘3の振動エネルギーはオイルダンパ4によって減衰される。これによって建物Sの振動を減衰させることができる。この制震装置1は、建物Sから上方に延在する柱5Aと、柱5Aの上端を架け渡す梁5Bとを備えた支持架構5を備えており、錘3は、支持架構5の梁5Bから下方に延びる複数(この場合は4本)のワイヤ2で吊り下げられている。そして、複数のオイルダンパ4は、錘3の側面と支持架構5における柱5Aの側面との間を架け渡すように設置され、オイルダンパ4の両端は、錘3と支持架構5の柱5Aにそれぞれ取り付けられている。   As shown in FIG. 1, a vibration control device 1 that is installed on the roof of a building S and suppresses the shaking of the building S due to an earthquake or wind includes a weight (mass body) 3 suspended from a wire (hanging material) 2. A pendulum type TMD (Tuned Mass Damper) provided with an oil damper 4. In the vibration control device 1, the weight 3 performs a pendulum motion when the building S is shaken, and the vibration energy of the weight 3 is attenuated by the oil damper 4. Thereby, the vibration of the building S can be attenuated. The seismic control device 1 includes a support frame 5 including a column 5A extending upward from the building S and a beam 5B that bridges the upper end of the column 5A, and the weight 3 is a beam 5B of the support frame 5. Are suspended by a plurality of (in this case, four) wires 2 extending downward. The plurality of oil dampers 4 are installed so as to bridge between the side surface of the weight 3 and the side surface of the column 5A in the support frame 5, and both ends of the oil damper 4 are connected to the column 3A of the weight 3 and the support frame 5. Each is attached.

図2〜図4に示されるように、錘3の揺れ時にワイヤ2を支持するための構造100において、梁5Bにはワイヤ2の上端が取り付けられている。この取付けに当たって、受圧部材10が利用される。この受圧部材10には、ワイヤ2の上端が貫通する吊材挿通孔11が形成され、この吊材挿通孔11を形成する壁面11aは、上下方向に延在すると共に、下方に行くに従って徐々に広がるような円弧の回転体形状を有している。そして、錘3の揺れに際して、ワイヤ2は壁面11aに沿って変形する。   As shown in FIGS. 2 to 4, in the structure 100 for supporting the wire 2 when the weight 3 swings, the upper end of the wire 2 is attached to the beam 5 </ b> B. In this attachment, the pressure receiving member 10 is used. The pressure receiving member 10 is formed with a suspension material insertion hole 11 through which the upper end of the wire 2 penetrates. A wall surface 11a forming the suspension material insertion hole 11 extends in the vertical direction and gradually decreases downward. It has an arcuate rotating body shape that expands. When the weight 3 swings, the wire 2 is deformed along the wall surface 11a.

受圧部材10は、樹脂又は金属からなる円柱形状をなすと共に、吊材挿通孔11を含んで上下方向に延在する分割面10bをもって分割されている。つまり、受圧部材10は、第1の受圧半部10Aと第2の受圧半部10Bとからなる。このような構成を採用すると、支持架構5の梁5Bにワイヤ2を吊り下げた状態で、第1の受圧半部10Aと第2の受圧半部10Bとを分割面10bで合わせるようにして、吊材挿通孔11内にワイヤ2をセットすることができる。このような作業は、ワイヤ2に受圧部材10を容易に取り付けることができ、受圧部材10の取付け作業性の向上が図られている。また、ワイヤ2を吊り下げたまま受圧部材10の交換が可能になる。   The pressure receiving member 10 has a cylindrical shape made of resin or metal, and is divided by a dividing surface 10b including the suspension material insertion hole 11 and extending in the vertical direction. In other words, the pressure receiving member 10 includes the first pressure receiving half 10A and the second pressure receiving half 10B. When such a configuration is adopted, the first pressure receiving half 10A and the second pressure receiving half 10B are aligned at the dividing surface 10b in a state where the wire 2 is suspended from the beam 5B of the support frame 5, The wire 2 can be set in the hanging material insertion hole 11. In such an operation, the pressure receiving member 10 can be easily attached to the wire 2, and the workability of attaching the pressure receiving member 10 is improved. Further, the pressure receiving member 10 can be replaced while the wire 2 is suspended.

このような受圧部材10は、ケース12内に収容される。ケース12は、支持架構5の梁5Bの下面に固定されると共に、受圧部材10を下から挿入する開口部12a(図5(a)参照)を有する円筒状のケース本体13と、ケース12の上端に配置されて梁5Bの下面に当接すると共に、支圧ソケット17が挿通可能な開口部12bを有するフランジ部14と、を有している。   Such a pressure receiving member 10 is accommodated in the case 12. The case 12 is fixed to the lower surface of the beam 5B of the support frame 5, and has a cylindrical case body 13 having an opening 12a (see FIG. 5A) into which the pressure receiving member 10 is inserted from below, The flange portion 14 is disposed at the upper end and abuts against the lower surface of the beam 5B, and has an opening 12b through which the bearing socket 17 can be inserted.

さらに、ケース本体13の下端には、ケース本体13に形成された開口部12aを塞ぐ着脱自在な受圧部材用脱落防止部材16が取り付けられている。脱落防止部材16は、ケース本体13の下端から内方に突出する部材であれば、リング状の部材であっても、複数の爪形状の部材であっても良い。なお、脱落防止部材16がリング状の場合は、着脱を容易にするために分割されている。このような構成を採用すると、ケース12からネジ25を外し、脱落防止部材16を取り除くことで受圧部材10をケース12の開口部12aから下方へ取り出すことができる。これによって、受圧部材1における吊材挿通孔11の壁面11aが長期の使用により摩耗した場合でも、受圧部材10自体の交換を可能にしている。   Further, a detachable pressure-receiving member drop prevention member 16 that closes the opening 12 a formed in the case body 13 is attached to the lower end of the case body 13. The drop-off preventing member 16 may be a ring-shaped member or a plurality of claw-shaped members as long as the member protrudes inward from the lower end of the case body 13. In addition, when the dropout prevention member 16 is ring-shaped, it is divided for easy attachment / detachment. When such a configuration is employed, the pressure receiving member 10 can be taken out from the opening 12a of the case 12 by removing the screw 25 from the case 12 and removing the dropout prevention member 16. Thereby, even when the wall surface 11a of the suspension material insertion hole 11 in the pressure receiving member 1 is worn out due to long-term use, the pressure receiving member 10 itself can be replaced.

なお、ワイヤ2の上端には、支圧ソケット17が固定され、この支圧ソケット17は、梁5Bに形成された貫通孔5Sを下から通すことができるが、このとき、支圧ソケット17は、梁5Bの上面にネジ19を介して固定されるフランジ部18によって、梁5Bの上側で保持されることになる。   A support socket 17 is fixed to the upper end of the wire 2, and the support socket 17 can pass through the through hole 5 </ b> S formed in the beam 5 </ b> B from below. The flange portion 18 fixed to the upper surface of the beam 5B via the screw 19 is held on the upper side of the beam 5B.

この制震装置1の吊材支持構造100において、受圧部材10の吊材挿通孔11の壁面11aは、下方に行くに従って徐々に広がるような回転体形状を有しているので、地震や強風により建物が揺れる度に錘(質量体)3が揺動すると、ワイヤ(吊材)2の上端も揺動する。このとき、ワイヤ2は吊材挿通孔11の壁面11aに沿って変形する。そして、ワイヤ2が壁面11aに当たる接触面積は、錘3の振幅が大きくなる程、大きくなる。すなわち、錘(質量体)3の振れ力に応じてワイヤ2が壁面11aに当たる接触面積を増減させることができる。このように、錘3の揺れに対応して接触面積を変えることができるので、ワイヤ2に応力集中が起こり難くなり、これによってワイヤ2が切れ難くなるといった効果を奏する。また、吊材2の鉛直荷重を支持する部材(支圧ソケット17)は、振れを生ぜず可動しないため、ワイヤフックのような摩擦を生じない。また、回転する部分が無いため揺動時に抵抗を生じることがなくなり、振れ特性への影響を無くすことができる。   In the suspension material support structure 100 of the vibration control device 1, the wall surface 11 a of the suspension material insertion hole 11 of the pressure receiving member 10 has a rotating body shape that gradually spreads downward. When the weight (mass body) 3 swings whenever the building swings, the upper end of the wire (suspending material) 2 also swings. At this time, the wire 2 is deformed along the wall surface 11 a of the suspension member insertion hole 11. The contact area where the wire 2 hits the wall surface 11a increases as the amplitude of the weight 3 increases. That is, the contact area where the wire 2 hits the wall surface 11a can be increased or decreased according to the deflection force of the weight (mass body) 3. As described above, since the contact area can be changed in accordance with the swing of the weight 3, it is difficult for stress concentration to occur in the wire 2, and thereby the wire 2 is difficult to break. Further, the member (supporting socket 17) that supports the vertical load of the suspension member 2 does not move and does not move, and therefore does not generate friction like a wire hook. In addition, since there is no rotating part, resistance is not generated at the time of swinging, and the influence on the swing characteristics can be eliminated.

次に、本発明に係る制震装置1の吊材支持構造100の組立て手順について簡単に説明する。   Next, the assembly procedure of the suspension material support structure 100 of the vibration control device 1 according to the present invention will be briefly described.

図5(a)に示されるように、梁5Bに形成された貫通孔5Sにケース本体13の上端の開口部12bが合致するように、ケース12のフランジ部14をネジ26で梁5Bの下面に固定する。その後、図5(b)に示されるように、梁5Bの貫通孔5Sに下からワイヤ2の支圧ソケット17を差し込む。そして、図5(c)に示されるように、円板形状のフランジ部18の中央に形成された貫通孔18aから径方向に延在するスリット(不図示)にワイヤ2を通すようにして、支圧ソケット17と梁5Bとの間にフランジ部18を配置させ、支圧ソケット17の抜け落ち防止を達成させている。このフランジ部18は、ネジ19によって梁5Bに固定されている。   As shown in FIG. 5A, the flange portion 14 of the case 12 is screwed with the screw 26 so that the opening 12b at the upper end of the case body 13 matches the through hole 5S formed in the beam 5B. Secure to. Thereafter, as shown in FIG. 5B, the bearing socket 17 of the wire 2 is inserted into the through hole 5S of the beam 5B from below. Then, as shown in FIG. 5 (c), the wire 2 is passed through a slit (not shown) extending in the radial direction from the through hole 18a formed in the center of the disc-shaped flange portion 18, A flange portion 18 is disposed between the bearing socket 17 and the beam 5B, thereby preventing the bearing socket 17 from falling off. The flange portion 18 is fixed to the beam 5B by screws 19.

その後、図5(d)に示されるように、第1の受圧半部10Aと第2の受圧半部10Bとを分割面10bで合わせるようにして、吊材挿通孔11内にワイヤ2を挿入させ、その状態を維持したまま、受圧部材10をワイヤ2に沿って上方に移動させながら、ケース本体13内に受圧部材10を装填する。そして、図5(e)及び図2に示されるように、ケース本体13に形成された開口部10aを塞ぐように脱落防止部材16を配置させ、脱落防止部材16をケース本体13の下端面にネジ25で止めする。   After that, as shown in FIG. 5D, the wire 2 is inserted into the suspension material insertion hole 11 so that the first pressure receiving half 10A and the second pressure receiving half 10B are aligned with each other at the dividing surface 10b. The pressure receiving member 10 is loaded into the case body 13 while moving the pressure receiving member 10 upward along the wire 2 while maintaining the state. Then, as shown in FIG. 5 (e) and FIG. 2, the drop-off prevention member 16 is disposed so as to close the opening 10 a formed in the case body 13, and the drop-off prevention member 16 is placed on the lower end surface of the case body 13. Secure with screws 25.

本発明は、前述した実施形態に限定されず、本発明の要旨を逸脱しない範囲で、下記のような種々の変形が可能である。   The present invention is not limited to the above-described embodiment, and various modifications as described below are possible without departing from the gist of the present invention.

例えば、図6に示されるように、他の受圧部材20として、吊材挿通孔21の壁面21aは、真円孤の回転体形状を有していてもよい。また、図7に示されるように、他の受圧部材22として、吊材挿通孔23の壁面23aは、上下の曲面A1,A2と、曲面A1と曲面A2との間に配置された平面Bとで形成されていてもよい。この場合、曲面A1,A2と平面Bとの境において、平面Bは曲面A1,A2に対して接平面になっている。   For example, as shown in FIG. 6, as another pressure receiving member 20, the wall surface 21 a of the hanging material insertion hole 21 may have a perfect circular rotating body shape. Further, as shown in FIG. 7, as another pressure receiving member 22, the wall surface 23 a of the suspension member insertion hole 23 includes upper and lower curved surfaces A <b> 1 and A <b> 2, and a plane B disposed between the curved surfaces A <b> 1 and A <b> 2. May be formed. In this case, at the boundary between the curved surfaces A1, A2 and the plane B, the plane B is a tangential plane with respect to the curved surfaces A1, A2.

吊材2は、全長がワイヤに限定されるものではなく、途中や両端が棒材になっていてもよい。   The suspension member 2 is not limited to a wire in its entire length, and may be a rod at the middle or at both ends.

図1に示されるように、吊材支持構造100は、錘3の保持枠3aにも適用することができる。   As shown in FIG. 1, the suspension material support structure 100 can also be applied to the holding frame 3 a of the weight 3.

受圧部材は、2分割に限らず3分割以上であってもよい。   The pressure receiving member is not limited to two, and may be three or more.

100…吊材支持構造 1…制震装置 2…ワイヤ(吊材) 3…錘(質量体) 5…支持架構 5B…梁 5S…貫通孔 10…受圧部材 10A,10B…受圧半部 10a…開口部 10b…分割面 11…吊材挿通孔 11a…壁面 12…ケース 12a…開口部 13…ケース本体 13b…上端開口部 14…フランジ部 16…脱落防止部材 17…支圧ソケット 18…フランジ部 18a…貫通孔 20…受圧部材 21…吊材挿通孔 21a…壁面 22…受圧部材 23…吊材挿通孔 23a…壁面   DESCRIPTION OF SYMBOLS 100 ... Suspension material support structure 1 ... Damping device 2 ... Wire (suspending material) 3 ... Weight (mass body) 5 ... Support frame 5B ... Beam 5S ... Through-hole 10 ... Pressure receiving member 10A, 10B ... Pressure receiving half 10a ... Opening Part 10b ... Dividing surface 11 ... Hanging material insertion hole 11a ... Wall surface 12 ... Case 12a ... Opening part 13 ... Case main body 13b ... Upper end opening part 14 ... Flange part 16 ... Drop-off prevention member 17 ... Bearing socket 18 ... Flange part 18a ... Through hole 20 ... Pressure receiving member 21 ... Hanging material insertion hole 21a ... Wall surface 22 ... Pressure receiving member 23 ... Hanging material insertion hole 23a ... Wall surface

Claims (3)

支持架構にワイヤの上端が取り付けられ、前記ワイヤの下端が質量体に取り付けられた制震装置の吊材支持構造において、
前記支持架構には、前記ワイヤの上端が貫通する受圧部材が固定され、この受圧部材には、上下方向に延在する吊材挿通孔が形成され、この吊材挿通孔の壁面は、下方に行くに従って徐々に広がるような回転体形状を有し、前記質量体の揺れに際して、前記ワイヤは前記壁面に沿って変形することを特徴とする制震装置の吊材支持構造。
In the suspension support structure of the vibration control device in which the upper end of the wire is attached to the support frame and the lower end of the wire is attached to the mass body,
A pressure receiving member through which the upper end of the wire penetrates is fixed to the support frame, and a suspension member insertion hole extending in the vertical direction is formed in the pressure reception member, and a wall surface of the suspension member insertion hole extends downward. A suspension material support structure for a vibration control device, having a rotating body shape that gradually spreads as it goes, wherein the wire deforms along the wall surface when the mass body shakes.
前記受圧部材は、吊材挿通孔を含んで上下方向に延在する分割面をもって分割されていることを特徴とする請求項1記載の制震装置の吊材支持構造。   The suspension member supporting structure for a vibration control device according to claim 1, wherein the pressure receiving member is divided with a dividing surface including a suspension member insertion hole and extending in a vertical direction. 前記支持架構に固定されると共に、前記受圧部材を下から挿入する開口部を有するケースと、前記ケースの前記開口部側の端部に着脱自在に取り付けられた前記受圧部材用の脱落防止部材と、を有していることを特徴とする請求項1又は2記載の制震装置の吊材支持構造。 A case fixed to the support frame and having an opening for inserting the pressure receiving member from below; a drop-off preventing member for the pressure receiving member detachably attached to an end of the case on the opening side; The suspension material support structure for a vibration damping device according to claim 1 or 2, wherein
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