JP2014031695A - Vibration-suppressing suspension structure - Google Patents

Vibration-suppressing suspension structure Download PDF

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JP2014031695A
JP2014031695A JP2012174343A JP2012174343A JP2014031695A JP 2014031695 A JP2014031695 A JP 2014031695A JP 2012174343 A JP2012174343 A JP 2012174343A JP 2012174343 A JP2012174343 A JP 2012174343A JP 2014031695 A JP2014031695 A JP 2014031695A
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bolt
suspension
vibration
locking surface
suspension structure
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JP5953175B2 (en
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Kenichi Yoshida
献一 吉田
Kozo Toyoda
耕造 豊田
Yoshifumi Sugimura
義文 杉村
Toshiya Motohi
敏也 元樋
Shigeto Nagashima
茂人 永島
Hiroyasu Nishii
宏安 西井
Ko Goto
航 後藤
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NTT Facilities Inc
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NTT Facilities Inc
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Abstract

PROBLEM TO BE SOLVED: To suppress cumulative plastic deformation of hanging bolts while increasing the degree of freedom of installation by dispensing with a brace between the hanging bolts, in a vibrational energy-absorbing suspension structure reducing vibrations of suspension equipment suspended from a ceiling slab by the hanging bolts.SOLUTION: A connector 15, in which upper and lower brackets 16 and 17 are combined together, is provided at a ceiling slab-side base end of a hanging bolt. A steel ball 18, which is sandwiched between locking surfaces 16a and 17a of the upper and lower brackets 16 and 17 to bear a load of suspension equipment and which makes the upper and lower brackets 16 and 17 relatively displaceable in a horizontal direction, is interposed between the upper and lower brackets 16 and 17 of the connector 15.

Description

本発明は、天井スラブに吊ボルトで吊り下げられた吊設備機器の振動を軽減する振動抑制吊構造に関する。   The present invention relates to a vibration-suppressing suspension structure that reduces the vibration of suspension equipment suspended from a ceiling slab with suspension bolts.

従来、天井スラブに吊ボルトで吊り下げられた吊設備機器が、大地震等により落下することがあった。原因を検討すると、吊ボルトの根元(基端部、天井スラブに固定される上端部)に応力が集中し、該根元の降伏後に塑性変形が累積して吊ボルトの根元が破断に至ることがわかった。このような吊ボルトの破断を防止するために、一対の吊ボルトの一方の根元と他方の先端部(吊設備機器に固定される下端部)との間に筋交いを設け、各吊ボルトの変形を抑えたものがある(例えば、特許文献1参照)。   Conventionally, a suspension equipment device suspended from a ceiling slab with a suspension bolt may fall due to a large earthquake or the like. When the cause is examined, stress concentrates at the base of the suspension bolt (base end, upper end fixed to the ceiling slab), and plastic deformation accumulates after the base yields, and the suspension bolt root may break. all right. In order to prevent such breakage of the suspension bolt, a brace is provided between one base of the pair of suspension bolts and the other end portion (lower end portion fixed to the suspension equipment), and deformation of each suspension bolt (For example, refer to Patent Document 1).

特開2008−208687号公報JP 2008-208687 A

上述のように筋交い等の振れ止め材を設けると、吊ボルトの変形を飛躍的に抑えることができるが、例えば梁跨ぎで吊設備機器を配置するような場合、筋交いを設けることが困難な場合がある。   As described above, if the brace and other steady rest materials are provided, the deformation of the suspension bolt can be drastically suppressed. For example, when placing the suspension equipment across the beam, it is difficult to provide the brace There is.

本発明は、上述する問題点に鑑みてなされたもので、天井スラブに吊ボルトで吊り下げられた吊設備機器の振動を軽減する振動抑制吊構造において、吊ボルト間の筋交いを無くして設置自由度を高めた上で吊ボルトの変形を抑えることを課題とする。   The present invention has been made in view of the above-described problems, and in a vibration-suppressing suspension structure that reduces vibrations of suspension equipment suspended from a ceiling slab with suspension bolts, the bracing between the suspension bolts is eliminated and the installation is free. It is an object to suppress deformation of the suspension bolt after increasing the degree.

上記課題の解決手段として、請求項1に記載した発明は、天井スラブに吊ボルトで吊り下げられた吊設備機器の振動を軽減する振動抑制吊構造において、前記吊ボルトの前記天井スラブ側の基端部に、前記吊設備機器に固定されるボルト本体を吊り下げる連結具を備え、前記連結具が、前記天井スラブに固定されると共に上向き係止面を形成する上ブラケットと、前記ボルト本体に固定されると共に前記上向き係止面に上方から係合する下向き係止面を形成する下ブラケットと、前記上向き係止面及び下向き係止面の間に挟み込まれて前記上下ブラケットを互いに相対移動自在とする転動体とを有することを特徴とする。   As a means for solving the above problem, the invention described in claim 1 is a vibration suppressing suspension structure for reducing vibration of a suspension facility device suspended from a ceiling slab with a suspension bolt, wherein An end is provided with a connector for suspending a bolt body fixed to the suspension equipment, and the connector is fixed to the ceiling slab and forms an upward locking surface; and the bolt body A lower bracket that is fixed and forms a downward locking surface that engages the upward locking surface from above, and is sandwiched between the upward locking surface and the downward locking surface so that the upper and lower brackets can move relative to each other. And rolling elements.

この構成によれば、地震等により吊設備機器が振動しても、吊ボルトの基端部では上下ブラケット間の相対移動によって前記振動の伝達を抑制でき、吊ボルトの基端部に作用する曲げモーメントを低減して吊ボルトの基端部の変形を低減できる。
また、複数の吊ボルト間に筋交いを設ける場合と比べて、梁跨ぎで吊設備機器を配置するような場合でも設置自由度が高く、振動対策を容易に実施できる。
According to this configuration, even if the suspension equipment vibrates due to an earthquake or the like, the transmission of the vibration can be suppressed by the relative movement between the upper and lower brackets at the base end portion of the suspension bolt, and the bending acts on the base end portion of the suspension bolt. The moment can be reduced and the deformation of the base end of the suspension bolt can be reduced.
Moreover, compared with the case where a brace is provided between a plurality of suspension bolts, the degree of freedom of installation is high even when the suspension equipment is disposed across the beam, and vibration measures can be easily implemented.

本発明において、前記連結具が、前記上下ブラケットの一方に取り付けられて前記相対移動時に前記上下ブラケットの他方を突き当てるエネルギー吸収体を有する構成であれば、上下ブラケットが互いに突き当たるまでこれらの相対移動量を確保でき、かつエネルギー吸収体への突き当てにより吊設備機器の振動エネルギーを吸収できる。エネルギー吸収体は、合成ゴム等の弾性体や摩擦ダンパー等の減衰材が考えられる。   In the present invention, if the connector has an energy absorber that is attached to one of the upper and lower brackets and abuts the other of the upper and lower brackets during the relative movement, the relative movement of the upper and lower brackets until they abut each other. The amount can be secured, and the vibration energy of the suspension equipment can be absorbed by abutting against the energy absorber. The energy absorber may be an elastic body such as synthetic rubber or a damping material such as a friction damper.

本発明において、前記上向き係止面及び下向き係止面の少なくとも一方に、前記転動体よりも大径の円弧状断面を有して前記転動体を部分的に入り込ませる凹部が形成される構成であれば、転動体の転がり抵抗を低減しつつ転動体を両係止面間の所定位置に保持できる。
本発明において、前記転動体が、少なくとも平面視で三角形状に並ぶ三箇所に配置される構成であれば、複数の転動体による三点以上の支持によって上ブラケットに下ブラケットを安定して支持できる。
In the present invention, at least one of the upward locking surface and the downward locking surface is formed with a concave portion that has an arc-shaped cross section having a diameter larger than that of the rolling element and partially enters the rolling element. If there is, the rolling element can be held at a predetermined position between both locking surfaces while reducing the rolling resistance of the rolling element.
In the present invention, the lower bracket can be stably supported on the upper bracket by supporting at least three points by a plurality of rolling elements, provided that the rolling elements are arranged at least at three locations arranged in a triangular shape in plan view. .

本発明において、前記下ブラケットにおける前記ボルト本体を貫通させるボルト貫通部と前記ボルト本体との間に、ボルト動エネルギー吸収体が介装される構成であれば、下ブラケットに対するボルト本体の移動を、ボルト動エネルギー吸収体の撓み等により許容しつつ、吊設備機器の振動エネルギーを吸収できる。
本発明において、前記上下ブラケットが、互いに上下反転した構成を有するものであれば、部品の共用化によるコストダウンを図ることができる。
In the present invention, if the bolt dynamic energy absorber is interposed between the bolt main body and the bolt main body in the lower bracket, the bolt main body moves relative to the lower bracket. The vibration energy of the suspension equipment can be absorbed while allowing by the bending of the bolt dynamic energy absorber.
In the present invention, if the upper and lower brackets have a configuration in which the upper and lower brackets are turned upside down, the cost can be reduced by sharing the parts.

本発明によれば、天井スラブに吊ボルトで吊り下げられた吊設備機器の振動を軽減する振動抑制吊構造において、吊ボルト間の筋交いを無くして設置自由度を高めた上で吊ボルトの変形を抑えることができる。   According to the present invention, in a vibration-suppressing suspension structure that reduces vibrations of suspension equipment suspended from a ceiling slab with suspension bolts, deformation of the suspension bolts is achieved while eliminating the bracing between the suspension bolts and increasing the degree of freedom of installation. Can be suppressed.

本発明の実施形態における振動抑制吊構造の正面図である。It is a front view of the vibration suppression suspension structure in the embodiment of the present invention. 図1のII−II断面図である。It is II-II sectional drawing of FIG. 上記振動抑制吊構造の吊ボルトの連結具の斜視図である。It is a perspective view of the coupling tool of the suspension bolt of the said vibration suppression suspension structure. 上記連結具の一部断面を含む正面図である。It is a front view containing the partial cross section of the said coupling tool. 図4のV−V断面図である。It is VV sectional drawing of FIG. 上記連結具の水平方向の動きに対する作用を示す図4に相当する正面図である。It is a front view equivalent to FIG. 4 which shows the effect | action with respect to the horizontal motion of the said connector. 上記連結具の鉛直方向の動きに対する作用を示す図4に相当する正面図である。It is a front view equivalent to FIG. 4 which shows the effect | action with respect to the motion of the said connector in the perpendicular direction.

以下、本発明の実施形態について図面を参照して説明する。
図1,2に示すように、本実施形態の振動抑制吊構造1は、建造物の天井スラブ2に複数(四本)の吊ボルト5で空調設備等の吊設備機器7を吊り下げた構成を有する。吊設備機器7は例えば直方体状をなし、その上面8を略水平にして配置される。上面8の外周方には、略水平なフランジ9が例えば全周に渡って設けられる。吊設備機器7の平面視(上面視)の四隅には、それぞれ鉛直方向に延びる吊ボルト5の下端部(先端部)がフランジ9を貫通した状態で該フランジ9に締結固定される。図中符号11,12は吊ボルト5の下端部に螺着されてフランジ9を挟んで締め込まれる上下ナットを示す。吊設備機器7は天井スラブ2の下面3から下方に離間して配置され、天井スラブ2の下面3よりも下方に張り出す梁4があってもその下方に配置可能である。
Embodiments of the present invention will be described below with reference to the drawings.
As shown in FIGS. 1 and 2, the vibration suppression suspension structure 1 of the present embodiment has a configuration in which suspension equipment 7 such as an air conditioning equipment is suspended from a plurality of (four) suspension bolts 5 on a ceiling slab 2 of a building. Have The hanging equipment 7 has a rectangular parallelepiped shape, for example, and is arranged with its upper surface 8 substantially horizontal. A substantially horizontal flange 9 is provided on the outer periphery of the upper surface 8, for example, over the entire periphery. The lower end portions (tip portions) of the suspension bolts 5 extending in the vertical direction are fastened and fixed to the flanges 9 at the four corners of the suspension equipment device 7 in plan view (top view). Reference numerals 11 and 12 in the drawing denote upper and lower nuts that are screwed to the lower end portion of the suspension bolt 5 and tightened with the flange 9 interposed therebetween. The suspended equipment 7 is arranged to be spaced downward from the lower surface 3 of the ceiling slab 2, and even if there is a beam 4 projecting downward from the lower surface 3 of the ceiling slab 2, it can be arranged below that.

振動抑制吊構造1において、吊設備機器7の平面視長方形状の四隅に位置する計四本の吊ボルト5は、それぞれの基端部に、上下ブラケット16,17を組み合わせた連結具15を備える。各吊ボルト5は、天井スラブ2に固定されたアンカーボルト13と、アンカーボルト13に取り付けられる連結具15と、連結具15に吊り下げられるボルト本体14とを備えている。   In the vibration suppression suspension structure 1, a total of four suspension bolts 5 positioned at the four corners of the rectangular shape in plan view of the suspension equipment 7 are provided with a connector 15 in which upper and lower brackets 16 and 17 are combined at each base end portion. . Each suspension bolt 5 includes an anchor bolt 13 fixed to the ceiling slab 2, a connector 15 attached to the anchor bolt 13, and a bolt body 14 suspended from the connector 15.

図3,4に示すように、連結具15は、アンカーボルト13に固定される上ブラケット16と、ボルト本体14の上端部に固定される下ブラケット17と、上ブラケット16が形成する上向き係止面16a及び下ブラケット17が形成する下向き係止面17aの間に挟み込まれる複数の鋼球18とを有する。連結具15は、上ブラケット16に複数の鋼球(転動体)18を介して下ブラケット17を係止し、互いに平行かつ水平な両係止面16a,17aに沿って上下ブラケット16,17を互いに相対移動自在とする。   As shown in FIGS. 3 and 4, the connector 15 includes an upper bracket 16 fixed to the anchor bolt 13, a lower bracket 17 fixed to the upper end portion of the bolt body 14, and an upward locking formed by the upper bracket 16. And a plurality of steel balls 18 sandwiched between a downward locking surface 17a formed by the surface 16a and the lower bracket 17. The connector 15 locks the lower bracket 17 to the upper bracket 16 via a plurality of steel balls (rolling elements) 18, and connects the upper and lower brackets 16, 17 along both parallel and horizontal locking surfaces 16 a, 17 a. It is possible to move relative to each other.

上ブラケット16は、複数の鋼材を溶接や締結具等により一体に結合してなる。上ブラケット16は、略水平に配置されてアンカーボルト13を貫通させると共に該アンカーボルト13にナット27により固定される長方形状の第一板部21と、第一板部21の両側端から下方に延びる一対の立板部23と、一対の立板部23の下端間に渡り略水平に延びる長方形状の第二板部24とを有する。   The upper bracket 16 is formed by integrally joining a plurality of steel materials by welding or fasteners. The upper bracket 16 is disposed substantially horizontally and allows the anchor bolt 13 to pass therethrough and is fixed to the anchor bolt 13 by a nut 27 and downward from both side ends of the first plate portion 21. A pair of standing plate portions 23 extending and a rectangular second plate portion 24 extending substantially horizontally across the lower ends of the pair of standing plate portions 23 are provided.

下ブラケット17は、上ブラケット16と同様、複数の鋼材を溶接や締結具等により一体に結合してなる。下ブラケット17は、上ブラケット16と同様の構成を上下反転した構成を有する。
すなわち、下ブラケット17は、略水平に配置されてボルト本体14の上端部を貫通させると共に該上端部をナット27及びボルト動エネルギー吸収体28により係止する長方形状の第一板部21と、第一板部21の両側端から上方に延びる一対の立板部23と、一対の立板部23の上端間に渡り略水平に延びる長方形状の第二板部24とを有する。
Similarly to the upper bracket 16, the lower bracket 17 is formed by integrally joining a plurality of steel materials by welding or fasteners. The lower bracket 17 has a configuration in which the same configuration as that of the upper bracket 16 is turned upside down.
That is, the lower bracket 17 is disposed substantially horizontally and penetrates the upper end portion of the bolt main body 14, and the rectangular first plate portion 21 that locks the upper end portion with the nut 27 and the bolt kinetic energy absorber 28; The first plate portion 21 includes a pair of standing plate portions 23 extending upward from both side ends, and a rectangular second plate portion 24 extending substantially horizontally between the upper ends of the pair of standing plate portions 23.

下ブラケット17は、ボルト本体14を上下動自在に挿通する補強パイプ14aを有する。補強パイプ14aは鋼管からなり、下ブラケット17の第一板部21からボルト本体14の下端部近傍まで延びる。この補強パイプ14aにより、長尺のボルト本体14の曲げに対する補強がなされる。補強パイプ14aの上端部は、下ブラケット17の第一板部21を貫通してその上方に突出し、この補強パイプ14aの上端にナット27及びボルト動エネルギー吸収体28が係止される。   The lower bracket 17 has a reinforcing pipe 14a that is inserted through the bolt body 14 so as to be movable up and down. The reinforcing pipe 14 a is made of a steel pipe and extends from the first plate portion 21 of the lower bracket 17 to the vicinity of the lower end portion of the bolt body 14. The reinforcement pipe 14a reinforces the bending of the long bolt body 14. The upper end portion of the reinforcing pipe 14a passes through the first plate portion 21 of the lower bracket 17 and protrudes upward. The nut 27 and the bolt dynamic energy absorber 28 are locked to the upper end of the reinforcing pipe 14a.

図5を併せて参照し、下ブラケット17は、上ブラケット16に対して、平面視(吊ボルト5の軸方向視に相当)で略直角をなすように配置される。下ブラケット17の第二板部24は、上ブラケット16の第二板部24に上方から重なるように配置される。上下ブラケット16,17は、それぞれ側面視でループ状をなし、互いに鎖状に繋ぎ合わされる。   Referring also to FIG. 5, the lower bracket 17 is disposed so as to be substantially perpendicular to the upper bracket 16 in a plan view (corresponding to the axial view of the suspension bolt 5). The second plate portion 24 of the lower bracket 17 is disposed so as to overlap the second plate portion 24 of the upper bracket 16 from above. The upper and lower brackets 16 and 17 each have a loop shape when viewed from the side, and are connected to each other in a chain shape.

上ブラケット16の第二板部24における水平な上面(上向き係止面16a)と、下ブラケット17の第二板部24における水平な下面(下向き係止面17a)との間には、平面視でボルト本体14の周囲を等間隔で囲むように配置された例えば六つの鋼球18が挟み込まれる。   Between the horizontal upper surface (upward locking surface 16a) of the second plate portion 24 of the upper bracket 16 and the horizontal lower surface (downward locking surface 17a) of the second plate portion 24 of the lower bracket 17 is seen in a plan view. Thus, for example, six steel balls 18 arranged so as to surround the periphery of the bolt body 14 at equal intervals are sandwiched.

本実施形態において、上ブラケット16の第二板部24の上面(上向き係止面16a)には、鋼球18の外径よりも大径の円弧状断面を有する凹部19が、各鋼球18に対応して複数凹設される。各鋼球18は、対応する凹部19内に下部を入り込ませた状態で、上端を下ブラケット17の第二板部24の下面(下向き係止面17a)に当接させる。この状態で、両係止面16a,17aは互いに離間する。各鋼球18は、地震等により吊設備機器7が振動した際には、自身の転動により上下ブラケット16,17間の両係止面16a,17aに沿う全方向の相対移動を許容し、吊ボルト5の基端部への前記振動の伝達を抑える。各鋼球18は、前記凹部19内に保持されることで、少ない摩擦抵抗で転動可能である。   In the present embodiment, a concave portion 19 having an arc-shaped cross section having a larger diameter than the outer diameter of the steel ball 18 is formed on the upper surface (upward locking surface 16 a) of the second plate portion 24 of the upper bracket 16. A plurality of recesses are provided corresponding to Each steel ball 18 has its upper end brought into contact with the lower surface (downward locking surface 17 a) of the second plate portion 24 of the lower bracket 17 in a state where the lower portion is inserted into the corresponding recess 19. In this state, both locking surfaces 16a and 17a are separated from each other. When the suspension equipment 7 vibrates due to an earthquake or the like, each steel ball 18 allows relative movement in all directions along the locking surfaces 16a and 17a between the upper and lower brackets 16 and 17 by its own rolling. The transmission of the vibration to the base end portion of the suspension bolt 5 is suppressed. Each steel ball 18 can be rolled with a small frictional resistance by being held in the recess 19.

ボルト本体14の上端部は、下ブラケット17の第一板部21の上方で螺着されたナット27と、該ナット27と補強パイプ14aの上端との間に挟まれたボルト動エネルギー吸収体28とにより、下ブラケット17の第一板部21に係止される。ボルト動エネルギー吸収体28は、例えばエラストマー等の弾性体からなり、ナット27の座金相当の外径を有してボルト本体14を挿通する円筒状とされる。図7に示すように、ボルト本体14の上端部は、下ブラケット17に対して上方へ移動自在であり、かつボルト動エネルギー吸収体28の撓み分だけ下方及び傾き方向への移動が可能である。   The upper end portion of the bolt body 14 includes a nut 27 screwed over the first plate portion 21 of the lower bracket 17 and a bolt kinetic energy absorber 28 sandwiched between the nut 27 and the upper end of the reinforcing pipe 14a. Thus, the first plate portion 21 of the lower bracket 17 is locked. The bolt dynamic energy absorber 28 is made of an elastic body such as an elastomer, and has a cylindrical shape that has an outer diameter corresponding to a washer of the nut 27 and is inserted through the bolt body 14. As shown in FIG. 7, the upper end portion of the bolt main body 14 is movable upward with respect to the lower bracket 17, and can be moved downward and inclined by the amount of bending of the bolt kinetic energy absorber 28. .

これにより、地震等により吊設備機器7が振動しても、この振動はボルト本体14には直接伝達されるが、下ブラケット17への前記振動の伝達は抑えられる。ボルト動エネルギー吸収体28は、吊設備機器7の荷重を受けるが、ボルト本体14及び下ブラケット17間で引っ張って用いるのではなく圧縮して用いるため、切断の虞がなく信頼性が高い。   Thereby, even if the suspension equipment 7 vibrates due to an earthquake or the like, this vibration is directly transmitted to the bolt body 14, but the transmission of the vibration to the lower bracket 17 is suppressed. Although the bolt dynamic energy absorber 28 receives the load of the suspension equipment 7, the bolt dynamic energy absorber 28 is compressed rather than pulled between the bolt main body 14 and the lower bracket 17, so there is no risk of cutting and high reliability.

図5に示すように、上下ブラケット16,17の各第二板部24の長辺方向の両側には、相手方の第二板部24を両係止面16a,17aに沿って相対移動させるためのスペースSを空けて、板状のエネルギー吸収体29が配置される。エネルギー吸収体29は、例えばエラストマー等の弾性体からなり、立板部23の内側に接着等により固定される。   As shown in FIG. 5, on the opposite sides of the second plate 24 of the upper and lower brackets 16, 17, the other second plate 24 is moved relatively along the locking surfaces 16 a, 17 a. The plate-shaped energy absorber 29 is disposed with the space S of the above. The energy absorber 29 is made of an elastic body such as an elastomer, for example, and is fixed to the inside of the standing plate portion 23 by adhesion or the like.

エネルギー吸収体29は、吊設備機器7の振動により上下ブラケット16,17が互いに相対移動し、相手方の第二板部24がスペースSを越えるほど大きく移動した際に、図6に示すように、移動した第二板部24の長辺部分を突き当てることで、前記振動のエネルギーの一部を吸収し、吊設備機器7の振動を軽減する。このように、相手方の第二板部24がエネルギー吸収体29に突き当たり振動エネルギー吸収がなされることによっても、吊ボルト5の基端部への前記振動の伝達が抑えられ、吊ボルト5の基端部の応力集中が緩和される。   As shown in FIG. 6, when the energy absorber 29 moves relative to each other by the vibration of the hanging equipment 7 and the upper and lower brackets 16 and 17 move relative to each other and the second plate portion 24 of the other party moves beyond the space S, By abutting the long side part of the moved second plate part 24, a part of the energy of the vibration is absorbed, and the vibration of the hanging equipment 7 is reduced. As described above, the transmission of the vibration to the base end portion of the suspension bolt 5 is also suppressed by the counterpart second plate portion 24 hitting the energy absorber 29 and absorbing the vibration energy. Stress concentration at the end is relaxed.

各鋼球18は、各係止面16a,17a(凹部19の内面含む)に対して滑らなければ、対応する凹部19の最深位置に戻る。この場合、上下ブラケット16,17が相対移動前の初期位置に自動的に戻される。
鋼球18は、平面視でボルト本体14の周囲に等間隔で配置され、上ブラケット16に下ブラケット17を安定して係止する。鋼球18は、少なくとも平面視で三角形状に並ぶ三箇所にあればよい。
If each steel ball 18 does not slide with respect to each locking surface 16a, 17a (including the inner surface of the recess 19), it returns to the deepest position of the corresponding recess 19. In this case, the upper and lower brackets 16 and 17 are automatically returned to the initial positions before the relative movement.
The steel balls 18 are arranged at equal intervals around the bolt body 14 in a plan view, and stably hold the lower bracket 17 to the upper bracket 16. The steel balls 18 may be at least at three locations arranged in a triangular shape in plan view.

なお、下ブラケット17の第二板部24の下面(下向き係合面)に各鋼球18に対応する複数の凹部19を形成し、各鋼球18の上部を対応する凹部19内に入り込ませた状態で、各鋼球18の下端を上ブラケット16の第二板部24の上面(上向き係止面16a)に当接させる構成でもよい。また、上ブラケット16の第二板部24の上面及び下ブラケット17の第二板部24の下面の両方に各鋼球18に対応する複数の凹部19を形成し、各鋼球18の上下を対応する凹部19内に入り込ませた構成でもよく、この場合、上下ブラケット16,17を相対移動前の初期位置に戻す効果が高まる。   A plurality of recesses 19 corresponding to each steel ball 18 are formed on the lower surface (downward engagement surface) of the second plate portion 24 of the lower bracket 17 so that the upper part of each steel ball 18 enters the corresponding recess 19. In such a state, the lower end of each steel ball 18 may be brought into contact with the upper surface (upward locking surface 16a) of the second plate portion 24 of the upper bracket 16. A plurality of recesses 19 corresponding to each steel ball 18 are formed on both the upper surface of the second plate portion 24 of the upper bracket 16 and the lower surface of the second plate portion 24 of the lower bracket 17, and The structure may be such that it enters the corresponding recess 19, and in this case, the effect of returning the upper and lower brackets 16, 17 to the initial position before the relative movement is enhanced.

以上説明したように、上記実施形態における振動抑制吊構造1は、吊ボルト5の天井スラブ2側の基端部に、上下ブラケット16,17を組み合わせた連結具15を設け、連結具15の上下ブラケット16,17間に、これらの係止面16a,17a間に挟み込まれて吊設備機器7の荷重を受けると共に上下ブラケット16,17を水平方向で相対移動自在とする鋼球18を介装することで、地震等により吊設備機器7が振動しても、吊ボルト5の基端部では上下ブラケット16,17間の相対移動によって前記振動の伝達を抑制でき、吊ボルト5の基端部に作用する曲げモーメントを低減して吊ボルト5の基端部の変形を低減できる。
また、複数の吊ボルト5間に筋交いを設ける場合と比べて、梁跨ぎで吊設備機器7を配置するような場合でも設置自由度が高く、振動対策を容易に実施できる。
As described above, the vibration suppression suspension structure 1 according to the above-described embodiment is provided with the connection tool 15 that combines the upper and lower brackets 16 and 17 at the base end of the suspension bolt 5 on the ceiling slab 2 side. A steel ball 18 is interposed between the brackets 16 and 17 so as to be sandwiched between the locking surfaces 16a and 17a to receive the load of the suspension equipment 7 and to move the upper and lower brackets 16 and 17 in a horizontal direction. Thus, even if the suspension equipment 7 vibrates due to an earthquake or the like, the transmission of the vibration can be suppressed by the relative movement between the upper and lower brackets 16 and 17 at the base end portion of the suspension bolt 5, and the base end portion of the suspension bolt 5 can be suppressed. It is possible to reduce the deformation of the base end portion of the suspension bolt 5 by reducing the acting bending moment.
Moreover, compared with the case where a brace is provided between the plurality of suspension bolts 5, even when the suspension equipment 7 is arranged across the beam, the degree of installation freedom is high, and vibration measures can be easily implemented.

また、連結具15が、上下ブラケット16,17の一方に取り付けられて前記相対移動時に上下ブラケット16,17の他方を突き当てるエネルギー吸収体29を有することで、上下ブラケット16,17が互いに突き当たるまでこれらの相対移動量を確保でき、かつエネルギー吸収体29への突き当てにより吊設備機器7の振動エネルギーを吸収できる。   Further, the connecting tool 15 is attached to one of the upper and lower brackets 16 and 17 and has an energy absorber 29 that abuts against the other of the upper and lower brackets 16 and 17 during the relative movement, so that the upper and lower brackets 16 and 17 abut each other. These relative movement amounts can be ensured, and the vibration energy of the suspension equipment 7 can be absorbed by being abutted against the energy absorber 29.

また、下ブラケット17におけるボルト本体14の上端部が貫通する部位とボルト本体14の上端部に螺着したナット27との間に、ボルト動エネルギー吸収体28が介装されることで、下ブラケット17に対するボルト本体14の相対移動を、ボルト動エネルギー吸収体28により許容しつつ、吊設備機器7の振動エネルギーを吸収できる。   Further, a bolt kinetic energy absorber 28 is interposed between a portion of the lower bracket 17 through which the upper end portion of the bolt body 14 passes and a nut 27 screwed to the upper end portion of the bolt body 14. The vibration energy of the suspension equipment 7 can be absorbed while allowing the bolt main body 14 to move relative to the bolt 17 by the bolt dynamic energy absorber 28.

なお、本発明は上記実施形態に限られるものではなく、例えば、上下ブラケット16,17の係止面16a,17a間に挟み込まれる転動体は、鋼球18に限らずローラやニードルでもよい。補強パイプ14aを無くした場合、下ブラケット17の第一板部21の上面とその上方のナット27との間にボルト動エネルギー吸収体28が設けられる。
そして、上記実施形態における構成は本発明の一例であり、当該発明の要旨を逸脱しない範囲で種々の変更が可能である。
In addition, this invention is not restricted to the said embodiment, For example, the rolling element pinched | interposed between the locking surfaces 16a and 17a of the upper and lower brackets 16 and 17 is not restricted to the steel ball 18, and may be a roller or a needle. When the reinforcing pipe 14a is eliminated, a bolt kinetic energy absorber 28 is provided between the upper surface of the first plate portion 21 of the lower bracket 17 and the nut 27 thereabove.
And the structure in the said embodiment is an example of this invention, A various change is possible in the range which does not deviate from the summary of the said invention.

1 振動抑制吊構造
2 天井スラブ
5 吊ボルト
7 吊設備機器
14 ボルト本体
14a 補強パイプ(ボルト貫通部)
15 連結具
16 上ブラケット
16a 上向き係止面
17 下ブラケット
17a 下向き係止面
18 鋼球(転動体)
19 凹部
28 ボルト動エネルギー吸収体
29 エネルギー吸収体
DESCRIPTION OF SYMBOLS 1 Vibration suppression suspension structure 2 Ceiling slab 5 Suspension bolt 7 Suspension equipment 14 Bolt main body 14a Reinforcement pipe (bolt penetration part)
DESCRIPTION OF SYMBOLS 15 Connector 16 Upper bracket 16a Upward locking surface 17 Lower bracket 17a Downward locking surface 18 Steel ball (rolling element)
19 Concave portion 28 Bolt dynamic energy absorber 29 Energy absorber

Claims (6)

天井スラブに吊ボルトで吊り下げられた吊設備機器の振動を軽減する振動抑制吊構造において、
前記吊ボルトの前記天井スラブ側の基端部に、前記吊設備機器に固定されるボルト本体を吊り下げる連結具を備え、
前記連結具が、前記天井スラブに固定されると共に上向き係止面を形成する上ブラケットと、前記ボルト本体に固定されると共に前記上向き係止面に上方から係合する下向き係止面を形成する下ブラケットと、前記上向き係止面及び下向き係止面の間に挟み込まれて前記上下ブラケットを互いに相対移動自在とする転動体とを有することを特徴とする振動抑制吊構造。
In the vibration suppression suspension structure that reduces the vibration of the suspension equipment suspended from the ceiling slab with suspension bolts,
At the base end of the suspension bolt on the ceiling slab side, a connection tool for suspending a bolt main body fixed to the suspension facility equipment is provided.
The connector forms an upper bracket fixed to the ceiling slab and forming an upward locking surface, and a downward locking surface fixed to the bolt body and engaged with the upward locking surface from above. A vibration-suppressing suspension structure comprising: a lower bracket; and a rolling element that is sandwiched between the upward locking surface and the downward locking surface to move the upper and lower brackets relative to each other.
前記連結具が、前記上下ブラケットの一方に取り付けられて前記相対移動時に前記上下ブラケットの他方を突き当てるエネルギー吸収体を有することを特徴とする請求項1に記載の振動抑制吊構造。   2. The vibration suppression suspension structure according to claim 1, wherein the connector includes an energy absorber that is attached to one of the upper and lower brackets and abuts the other of the upper and lower brackets during the relative movement. 前記上向き係止面及び下向き係止面の少なくとも一方に、前記転動体よりも大径の円弧状断面を有して前記転動体を部分的に入り込ませる凹部が形成されることを特徴とする請求項1又は2に記載の振動抑制吊構造。   At least one of the upward locking surface and the downward locking surface is formed with a recess having an arc-shaped cross section having a diameter larger than that of the rolling element and partially entering the rolling element. Item 3. The vibration suppression suspension structure according to Item 1 or 2. 前記転動体が、少なくとも平面視で三角形状に並ぶ三箇所に配置されることを特徴とする請求項1から3の何れか一項に記載の振動抑制吊構造。   The vibration suppressing suspension structure according to any one of claims 1 to 3, wherein the rolling elements are arranged at least in three locations arranged in a triangular shape in plan view. 前記下ブラケットにおける前記ボルト本体を貫通させるボルト貫通部と前記ボルト本体との間に、ボルト動エネルギー吸収体が介装されることを特徴とする請求項1から4の何れか一項に記載の振動抑制吊構造。   5. The bolt dynamic energy absorber is interposed between the bolt main body and the bolt main body in the lower bracket, and the bolt main body is interposed between the bolt main body and the bolt main body. Vibration suppression suspension structure. 前記上下ブラケットが、互いに上下反転した構成を有することを特徴とする請求項1から5の何れか一項に記載の振動抑制吊構造。   The vibration suppression suspension structure according to any one of claims 1 to 5, wherein the upper and lower brackets have a configuration in which they are vertically inverted.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175116A (en) * 2014-03-13 2015-10-05 株式会社Nttファシリティーズ Floor support structure of equipment storage chamber and building structure
CN113339451A (en) * 2020-09-25 2021-09-03 怀化市中三源电子有限公司 Transformer damping device

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Publication number Priority date Publication date Assignee Title
JPS5940418U (en) * 1982-09-09 1984-03-15 日本板硝子株式会社 Anti-vibration hanging structure for ceiling
JPH08261284A (en) * 1995-03-22 1996-10-08 Showa Electric Wire & Cable Co Ltd Hanging type vibration isolating device
JPH0932345A (en) * 1995-07-14 1997-02-04 House Bill Kk Vibration isolation device for small-sized building
JP2002206597A (en) * 2000-12-28 2002-07-26 Motonori Ooi Earthquake resistant and vibration control device

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Publication number Priority date Publication date Assignee Title
JPS5940418U (en) * 1982-09-09 1984-03-15 日本板硝子株式会社 Anti-vibration hanging structure for ceiling
JPH08261284A (en) * 1995-03-22 1996-10-08 Showa Electric Wire & Cable Co Ltd Hanging type vibration isolating device
JPH0932345A (en) * 1995-07-14 1997-02-04 House Bill Kk Vibration isolation device for small-sized building
JP2002206597A (en) * 2000-12-28 2002-07-26 Motonori Ooi Earthquake resistant and vibration control device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175116A (en) * 2014-03-13 2015-10-05 株式会社Nttファシリティーズ Floor support structure of equipment storage chamber and building structure
CN113339451A (en) * 2020-09-25 2021-09-03 怀化市中三源电子有限公司 Transformer damping device
CN113339451B (en) * 2020-09-25 2024-05-21 怀化市中三源电子有限公司 Transformer damping device

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