JP6068817B2 - Vibration control partition panel device - Google Patents

Vibration control partition panel device Download PDF

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JP6068817B2
JP6068817B2 JP2012087532A JP2012087532A JP6068817B2 JP 6068817 B2 JP6068817 B2 JP 6068817B2 JP 2012087532 A JP2012087532 A JP 2012087532A JP 2012087532 A JP2012087532 A JP 2012087532A JP 6068817 B2 JP6068817 B2 JP 6068817B2
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partition panel
panel device
vibration
damping
members
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JP2013217072A (en
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千利 宇野
千利 宇野
美智男 小室
美智男 小室
圭吾 斉藤
圭吾 斉藤
崇之 山本
崇之 山本
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Okamura Corp
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本発明は、左右方向に立設した支柱間にパネル部材を取り付けてなる間仕切パネル装置に係り、特に地震による天井の破損、間仕切パネルの転倒や破損を防止できる制振間仕切パネル装置に関する。   The present invention relates to a partition panel device in which a panel member is attached between columns that are erected in the left-right direction, and more particularly to a vibration-damping partition panel device that can prevent a ceiling from being damaged due to an earthquake, and a partition panel from being overturned or damaged.

従来、室内を複数の部屋に仕切る場合、複数本にわたり所定距離離間して立設された支柱の前後にパネル部材を取り付けて構成される複数枚の間仕切パネルを連設して組み立てる間仕切パネル装置が用いられている。一般な間仕切パネル装置として、たとえば特許文献1に記載されているように、間仕切パネルにおける下辺部が床面に、上辺部が天井面にボルトを用いて固定されたものがある。   Conventionally, when partitioning a room into a plurality of rooms, there is a partition panel device that assembles a plurality of partition panels that are constructed by attaching panel members to the front and back of a column that is erected at a predetermined distance across a plurality of columns. It is used. As a general partition panel device, for example, as described in Patent Document 1, there is one in which a lower side portion of a partition panel is fixed to a floor surface and an upper side portion is fixed to a ceiling surface using bolts.

特開2007−016526号公報JP 2007-016526 A

しかしながら前記特許文献1に記載されている間仕切パネル装置においては、上下共に強固に固定されるため、地震により生じる衝撃等に対して間仕切パネル装置に伝播される衝撃を逃がすことができず、天井の破損や間仕切パネルの転倒および破損を引き起こす恐れがあるという問題がある。   However, in the partition panel device described in Patent Document 1, since the upper and lower sides are firmly fixed, the impact propagated to the partition panel device cannot be released due to the impact caused by the earthquake, etc. There is a problem in that there is a risk of causing breakage, falling of the partition panel, and damage.

本発明は、このような問題点に着目してなされたもので、地震等の災害時における衝撃により生じる天井の破損や間仕切パネルの転倒および破損を防止できる制振間仕切パネル装置を提供することを目的としている。   The present invention has been made paying attention to such problems, and provides a damping partition panel device capable of preventing the breakage of the ceiling and the fall and breakage of the partition panel caused by an impact during a disaster such as an earthquake. It is aimed.

上記課題を解決するために、本発明の制振間仕切パネル装置は、
互いに上枠部により連結された支柱間にパネル部材が配設されてなる間仕切パネルユニットを有する間仕切パネル装置において、
前記上枠部は、隣り合う前記支柱の上端に両端部を支持されてそれぞれ配置される橋架部材と、それぞれ橋架部材の上面に載置される制振機構部と、を有し、
前記制振機構部は、天井面に接触する接触面と、該接触面と天井面との接触状態を維持する押圧力を発生させる付勢手段と、を備え、
連接して配置される複数の前記間仕切パネルユニットにおける前記隣り合う前記橋架部材同士が連結部材により互いに連結されることを特徴としている。
この特徴によれば、制振機構部により地震等の災害時における衝撃等による振動エネルギーを吸収することができるとともに、床面と天井面との高さ方向の長さが変形などにより変わったときにも、その長さに制振機構部が追従して天井面を押圧して、衝撃により生じる天井の破損や制振間仕切パネル装置の転倒および破損を防止することができる。さらに制振間仕切パネル装置は、制振機構部により天井接触面を天井面に対し押圧して設置される態様であることから、地震等による衝撃により隣接する間仕切パネルユニット同士が互いに違う方向に傾く場合があり、上記のように連結部材によって隣接する上枠部同士が連結固定されていることにより、間仕切パネルユニット同士の連結部分に生じるねじれ等の負荷を軽減できることになる。
In order to solve the above problems, the vibration damping partition panel device of the present invention is:
In a partition panel device having a partition panel unit in which panel members are disposed between support columns connected to each other by upper frame portions,
The upper frame portion has a bridge member that is arranged with both ends supported by the upper ends of the adjacent struts, and a vibration control mechanism portion that is placed on the upper surface of the bridge member, respectively.
The damping mechanism comprises a contact surface in contact with the ceiling surface, and biasing means for generating a pressing force to maintain the state of contact between the contact surface and the ceiling surface, and
The adjacent bridge members in the plurality of partition panel units arranged in a connected manner are connected to each other by a connecting member.
According to this feature, the vibration control mechanism can absorb vibration energy due to impacts in the event of a disaster such as an earthquake, and when the length in the height direction between the floor and ceiling changes due to deformation, etc. In addition, the vibration damping mechanism section follows the length and presses the ceiling surface, so that it is possible to prevent the ceiling from being damaged by the impact and the vibration damping partition panel device from being overturned and broken. Further, since the vibration control partition panel device is installed by pressing the ceiling contact surface against the ceiling surface by the vibration suppression mechanism, adjacent partition panel units are inclined in different directions due to an impact caused by an earthquake or the like. In some cases, as described above, the adjacent upper frame portions are connected and fixed by the connecting member, so that it is possible to reduce a load such as a twist generated in the connecting portion between the partition panel units.

本発明の制振間仕切パネル装置は、
前記支柱上端には左右に連結片が延設され、前記左右の連結片の上部に左右の隣り合う前記橋架部材がそれぞれ固定されるとともに、前記隣り合う上枠部同士が連結部材により互いに連結されることを特徴としている。
この特徴によれば、一本の支柱に対して連結片を介して固定されている左右の隣り合う上枠部が、さらに連結部材により互いに連結されるため、支柱と上枠部との接合強度が向上し、結果的に各間仕切パネルユニットに加わる力を他の間仕切パネルユニットに分散できることになる。
The vibration damping partition panel device of the present invention is
At the upper end of the support column, left and right connecting pieces are extended, the left and right adjacent bridge members are fixed to the upper portions of the left and right connecting pieces, respectively, and the adjacent upper frame portions are connected to each other by a connecting member. It is characterized by that.
According to this feature, the left and right adjacent upper frame parts fixed to one column through the connecting piece are further connected to each other by the connecting member, so that the bonding strength between the column and the upper frame unit is increased. As a result, the force applied to each partition panel unit can be distributed to the other partition panel units.

本発明の制振間仕切パネル装置は、
前記連結部は、着脱自在に取付け可能な笠木パネルにより被覆されていることを特徴としている。
この特徴によれば、連結部材は笠木パネルに被覆されて外部に露見しないため、間仕切パネル装置の美観を損なうことがない。
The vibration damping partition panel device of the present invention is
The coupling member is characterized in that it is covered by the detachably attachable coping panel.
According to this feature, since the connecting member is covered with the headboard panel and is not exposed to the outside, the appearance of the partition panel device is not impaired.

制振間仕切パネルの正面視横断面図である。It is a front view cross-sectional view of a damping partition panel. 天井接触部の一部拡大横断正面図である。It is a partially expanded cross-sectional front view of a ceiling contact part. 制振機構における各部材のA−A断面図である。It is AA sectional drawing of each member in a damping mechanism. パネル部材の取り付けを示す側断面図である。It is a sectional side view which shows attachment of a panel member. 連結部材の取付けを示す一部拡大側断面図である。It is a partially expanded side sectional view which shows attachment of a connection member. 連結部材の取付けを示す一部拡大斜視図である。It is a partially expanded perspective view which shows attachment of a connection member. 規制部材および笠木パネルの取付けを示す一部拡大側断面図である。It is a partially expanded side sectional view which shows attachment of a control member and a head board panel.

本発明に係る制振間仕切パネル装置を実施するための形態を実施例に基づいて以下に説明する。   EMBODIMENT OF THE INVENTION The form for implementing the damping partition panel apparatus which concerns on this invention is demonstrated below based on an Example.

実施例に係る制振間仕切パネル装置につき、図1から図7を参照して説明する。図1は、本発明の制振間仕切パネル装置1の全体斜視図である。なお本発明における制振間仕切パネル装置1における支柱は直線上に複数本、立設して構成されるが、本実施例においては無作為に選んだ隣接する2本の支柱2,2’を用いて説明し、以下、図1の紙面手前側を制振間仕切パネル装置1の正面側として説明する。   A vibration damping partition panel device according to an embodiment will be described with reference to FIGS. FIG. 1 is an overall perspective view of a vibration damping partition panel device 1 according to the present invention. In the present invention, a plurality of struts in the vibration damping partition panel device 1 are arranged upright on a straight line. In this embodiment, two struts 2 and 2 'adjacently selected at random are used. Hereinafter, the front side of the sheet of FIG. 1 will be described as the front side of the vibration damping partition panel device 1.

図1に示すように、制振間仕切パネル装置1は、左右に立設した中空の断面視略矩形状の支柱2,2’の上部を上枠部4により連結されるとともに、支柱2,2’の下部に接続されるL字板7、固着ネジ35およびアンカー・プラグ8により床面Yに固定され、さらに支柱2,2’間にパネル部材5を取り付けてなる制振間仕切パネルユニット100を連設して構成されている。また、制振間仕切パネル装置1は、後述する上枠部4における制振ユニット6(制振機構)により天井に対し押し付けられて立設されるようになっている。   As shown in FIG. 1, the vibration damping partition panel device 1 has upper and lower columns 4 and 2 ′, which are erected on the left and right and have a substantially rectangular shape in a cross-sectional view. The vibration control partition panel unit 100 is fixed to the floor surface Y by an L-shaped plate 7, a fixing screw 35 and an anchor plug 8 which are connected to the lower part of the ', and a panel member 5 is attached between the columns 2 and 2'. It is configured by connecting. Further, the vibration control partition panel device 1 is erected by being pressed against the ceiling by a vibration control unit 6 (vibration control mechanism) in the upper frame portion 4 described later.

図1および図2に示すように、上枠部4は、支柱2,2’とを連結する支柱連結金具9,9’と、天井面Tに接触する接触面Mと、この接触面Mと天井面Tとの接触状態を維持する押圧力を発生させる制振機構部である制振ユニット6と、橋架部材3、後述する連結部材50、規制部材51、笠木パネル52(図10参照)とにより主に構成されている。   As shown in FIG. 1 and FIG. 2, the upper frame portion 4 is composed of column connecting brackets 9 and 9 ′ that connect the columns 2 and 2 ′, a contact surface M that contacts the ceiling surface T, and the contact surface M A damping unit 6 that is a damping mechanism that generates a pressing force to maintain a contact state with the ceiling surface T, a bridge member 3, a connecting member 50, a regulating member 51, and a coping panel 52 (see FIG. 10) described later. It is mainly configured by.

図3に示すように、橋架部材3は、その長手方向の長さがパネル部材5の幅の長さとほぼ同じであり、断面視において上向きに開口するコ字状に形成された上板31および下板32の2枚のコ字状の金属板を備え、これら上板31および下板32が、お互いの底板同士を所定距離離間して側面を熱溶着されて形成されている。上板31の底板には、ここでは図示しない穿孔部と連通して熱溶着された昇降ナット部12が設けられているとともに、上板31の上面には制振ユニット6が遊嵌載置できるようになっている。なお、下板32は両上端部に、上方を向くL字状に屈曲した掛吊部32a,32aをそれぞれ有している。   As shown in FIG. 3, the bridge member 3 has a length in the longitudinal direction substantially the same as the width of the panel member 5, and an upper plate 31 formed in a U-shape that opens upward in a cross-sectional view and The lower plate 32 includes two U-shaped metal plates, and the upper plate 31 and the lower plate 32 are formed by heat-welding the side surfaces with the bottom plates spaced apart from each other by a predetermined distance. The bottom plate of the upper plate 31 is provided with an elevating nut portion 12 that is thermally welded so as to communicate with a perforated portion not shown here, and the vibration damping unit 6 can be loosely mounted on the upper surface of the upper plate 31. It is like that. The lower plate 32 has hanging portions 32a and 32a bent in L-shapes facing upward at both upper ends.

また、図2および図3に示されるように下板32の底板には、熱溶着されたナット部14,14…が、長手方向に直線上かつ幅方向複数列にわたり設けられており、これらのナット部14と固定ボルト15とが前述の支柱連結金具9,9’の連結片10,10’に設けられる挿通孔28,28を介して螺合することにより支柱連結金具9,9’と橋架部材3とが固定されるようになっている。尚、左右の連結片10,10’の上部には、左右の隣り合う橋架部材3,3がそれぞれ固定されるようになっている。   As shown in FIGS. 2 and 3, the bottom plate of the lower plate 32 is provided with heat-welded nut portions 14, 14,... Linearly in the longitudinal direction and over a plurality of rows in the width direction. The nut portion 14 and the fixing bolt 15 are screwed together via the insertion holes 28 and 28 provided in the connecting pieces 10 and 10 'of the above-described post connecting brackets 9 and 9', thereby connecting the post connecting brackets 9 and 9 'to the bridge. The member 3 is fixed. The left and right adjacent bridge members 3 and 3 are fixed to the upper portions of the left and right connecting pieces 10 and 10 ', respectively.

また、昇降ボルト13は、昇降ナット部12に螺合され、昇降ボルトの先端部13aにより制振ユニット6底面を支持するようになっている(図1参照)。なお、連結片10,10’および下板32の底板に設けられた開口から昇降ボルト13を螺進または螺退することによって制振ユニット6の底面位置を上下に移動可能としている。   Moreover, the raising / lowering bolt 13 is screwed together by the raising / lowering nut part 12, and supports the vibration suppression unit 6 bottom face by the front-end | tip part 13a of an raising / lowering bolt (refer FIG. 1). The bottom position of the vibration control unit 6 can be moved up and down by screwing up or down the lifting bolt 13 from the openings provided in the connecting plates 10 and 10 'and the bottom plate of the lower plate 32.

図2および図3に示すように、制振ユニット6は、制振コイルばね20と、断面視下向きに開口し、上部に弾性体40を有する第1チャネル材22と、第1チャネル材22と係合する断面視上向きに開口するコ字状の第2チャネル材23とにより主に構成されている。なお、制振ユニット6の第1チャネル材22と第2チャネル材23とは、パネル部材5の上辺に則して延び、パネル部材5の上辺の長さとほぼ等しい長さを有している。   As shown in FIGS. 2 and 3, the damping unit 6 includes a damping coil spring 20, a first channel member 22 that opens downward in a cross-sectional view and has an elastic body 40 at the top, and a first channel member 22. It is mainly comprised by the U-shaped 2nd channel material 23 opened to the cross sectional view to engage. The first channel member 22 and the second channel member 23 of the vibration damping unit 6 extend along the upper side of the panel member 5 and have a length substantially equal to the length of the upper side of the panel member 5.

制振ユニット6は、制振間仕切パネル装置1の設置時や搬入時には、調整ネジ24のネジ筒27との螺合を深くしておくことにより、調整ネジ24の頭部が、第2チャネル材23の底板に当接した状態すなわち非作動状態となっている。   The damping unit 6 is configured so that the head of the adjusting screw 24 is adjusted to the second channel member by deepening the screwing of the adjusting screw 24 with the screw cylinder 27 when the damping partition panel device 1 is installed or carried in. It is in the state which contact | abutted to the baseplate of 23, ie, a non-operation state.

また制振ユニット6は、調整ネジ24のネジ筒27との螺合の深さが短くなるように調整ネジ24をゆるめる方向に調整することで、調整ネジ24の頭部が第2チャネル材23の底板から離間し、制振ユニット6の押圧力を発生させる状態の作動状態に切り替えることができる。なお、連結片10,10’、上板31、および下板32の底板に設けられた開口から調整ネジ24を螺進または螺退可能になっており、押圧力の変更が可能になっている。   Further, the damping unit 6 adjusts the adjustment screw 24 in a direction to loosen the adjustment screw 24 so that the screwing depth of the adjustment screw 24 with the screw cylinder 27 is shortened, so that the head of the adjustment screw 24 is adjusted to the second channel member 23. It is possible to switch to an operating state in which the pressing force of the damping unit 6 is generated. The adjusting screw 24 can be screwed or unscrewed from the openings provided in the bottom plates of the connecting pieces 10, 10 ', the upper plate 31, and the lower plate 32, and the pressing force can be changed. .

上記構成により図1に示されるように、上枠部4における制振ユニット6は、バネ20による付勢手段を備え、天井面Tに接触面Mが接触し接触状態を維持する押圧力を発生させることで、地震などにより制振間仕切パネル装置1が振動したときに、制振ユニット6の付勢力でその振動エネルギーを吸収するとともに、床面Yと天井面Tとの高さ方向の長さが変形などにより変わったときにも、追従して天井面Tを押圧して、衝撃により生じる天井の破損や制振間仕切パネル装置1の転倒および破損を防止することができるように構成されている。   As shown in FIG. 1 with the above configuration, the vibration control unit 6 in the upper frame portion 4 includes an urging means by a spring 20 and generates a pressing force that keeps the contact surface M in contact with the ceiling surface T and maintains the contact state. Thus, when the vibration control partition panel device 1 vibrates due to an earthquake or the like, the vibration energy is absorbed by the urging force of the vibration control unit 6, and the length in the height direction between the floor surface Y and the ceiling surface T is reduced. Even when the pressure changes due to deformation or the like, the ceiling surface T is followed to prevent the breakage of the ceiling caused by the impact or the fall and breakage of the vibration damping partition panel device 1. .

さらに、制振間仕切パネル装置1は、図5に示すように、隣接する橋架部材3,3に跨る様に連結部材50,50をそれぞれ取付けることで、橋架部材3,3同士の連結を補強するようになっている。図1および図3に示すように、連設される間仕切パネルユニット100,100”同士は、支柱連結金具9’により連結されるようになっているが、制振間仕切パネル装置1は、制振ユニット6により天井接触面Mを天井面に対し押圧して設置される態様であることから、地震等による衝撃により隣接する間仕切パネルユニット100,100”同士が互いに違う方向に傾く場合があり、上記のように連結部材50,50が隣接する橋架部材3、3に跨る様に固定配置され補強されていることにより、間仕切パネルユニット100,100”同士の連結部分(橋架部材3におけるナット部14,14…、支柱連結金具9’の連結片10’,10’、またはそこに設けられる挿通孔28,28及びボルト15,15…)に生じるねじれ等の負荷を軽減できることになる。また、一本の支柱2に対して連結片10’,10’を介して固定されている左右の隣り合う橋架部材3,3が、さらに連結部材50,50により互いに連結されるため、支柱2と橋架部材3,3との接合強度が向上し、結果的に各間仕切パネルユニットに加わる力を他の間仕切パネルユニットに分散できることになる。   Furthermore, as shown in FIG. 5, the vibration control partition panel device 1 reinforces the connection between the bridge members 3 and 3 by attaching the connection members 50 and 50 so as to straddle the adjacent bridge members 3 and 3. It is like that. As shown in FIGS. 1 and 3, the partition panel units 100, 100 ″ provided in series are connected to each other by a column connecting bracket 9 ′. Since the unit 6 is installed in such a manner that the ceiling contact surface M is pressed against the ceiling surface, the adjacent partition panel units 100, 100 ″ may be inclined in different directions due to an impact caused by an earthquake or the like. In this way, the connecting members 50, 50 are fixedly arranged and reinforced so as to straddle the adjacent bridge members 3, 3, so that the connecting portions of the partition panel units 100, 100 ″ (the nut portions 14, 14 ..., loads such as torsion generated in the connecting pieces 10 ', 10' of the column connecting metal fitting 9 ', or through holes 28, 28 and bolts 15, 15 ... provided therein) In addition, the left and right adjacent bridge members 3 and 3 fixed to the single column 2 via the connecting pieces 10 'and 10' are further connected to each other by the connecting members 50 and 50. Therefore, the joining strength between the support column 2 and the bridge members 3 and 3 is improved, and as a result, the force applied to each partition panel unit can be distributed to the other partition panel units.

詳しくは、図4及び図5に示すように、連結部材50,50は、強度を高めるために板状の金属を屈曲させて形成され、長手方向に複数個穿設されるネジ孔50a,50a…およびネジ60,60…により、橋架部材3、3に跨る様にそれぞれ固着される。なお、連結部材50,50は、断面コ字状に屈曲して形成することにより強度を高めている。   Specifically, as shown in FIGS. 4 and 5, the connecting members 50 and 50 are formed by bending a plate-like metal to increase the strength, and a plurality of screw holes 50a and 50a are formed in the longitudinal direction. ... and screws 60, 60 ... are fixed so as to straddle the bridge members 3, 3 respectively. The connecting members 50 and 50 are formed to be bent in a U-shaped cross section, thereby increasing the strength.

そして図1に示すように、互いに上枠部4により連結された支柱2,2’間にパネル部材5が配設される。詳しくは図6に示すように、支柱2,2’の左右には係合鉤部材30,30…が縦方向に複数個設けられており、係合鉤部材30,30…には正面および背面に上方に向け突出する鉤部301,301…がそれぞれ設けられている。また、パネル部材5の背面左右縁部には縦方向に複数の係合凹部29,29…が設けられており、前記係合鉤部材30,30…の鉤部301,301…に対しパネル部材5の係合凹部29,29…がそれぞれ上方より係合することでパネル部材5が支柱2,2’に係合支持される。   As shown in FIG. 1, the panel member 5 is disposed between the support columns 2, 2 ′ connected to each other by the upper frame portion 4. Specifically, as shown in FIG. 6, a plurality of engagement rod members 30, 30... Are provided on the left and right sides of the support posts 2, 2 ′ in the vertical direction, and the engagement rod members 30, 30. Are provided with protrusions 301, 301,. In addition, a plurality of engagement recesses 29, 29,... Are provided in the vertical direction on the left and right edges of the back surface of the panel member 5, and the panel member is provided with respect to the flanges 301, 301,. The engagement recesses 29, 29... 5 are engaged from above, so that the panel member 5 is engaged and supported by the columns 2, 2 ′.

図7に示すように、パネル部材5の取付け後、橋架部材3における前記掛吊部32a,32aに対し、規制部材51,51がそれぞれ取付けられる。この規制部材51は、金属などにより屈曲した板状に形成されており、下部に断面視において外向きのL字状に形成される移動規制部51aを有し、この移動規制部51aの上方はさらに外向きに折り曲げられ、上辺の係止部51cにまで延設された内向きコ字状のプレート部51bが設けられている。   As shown in FIG. 7, after the panel member 5 is attached, the regulating members 51 and 51 are attached to the hanging portions 32 a and 32 a in the bridge member 3, respectively. The restricting member 51 is formed in a plate shape bent by a metal or the like, and has a movement restricting portion 51a formed in an L shape outward in a cross-sectional view at the lower portion, and above the movement restricting portion 51a Further, an inwardly U-shaped plate portion 51b that is bent outward and extends to the locking portion 51c on the upper side is provided.

規制部材51は、係止部51cが掛吊部32aに係止され、コ字状のプレート部51bにより前述した連結部材50を被覆できるようになっている。移動規制部51aは、移動規制部の下面511をパネル部材5の上縁5aと対向させた状態で固着ネジ61により橋架部材3、3の外面に固着される。   The restricting member 51 is configured such that the engaging portion 51c is engaged with the hanging portion 32a, and the connecting member 50 described above can be covered with the U-shaped plate portion 51b. The movement restricting portion 51 a is fixed to the outer surfaces of the bridge members 3 and 3 by fixing screws 61 with the lower surface 511 of the movement restricting portion facing the upper edge 5 a of the panel member 5.

さらに図7に示される笠木パネル52は、樹脂などにより板状に形成されており、上部に設けられた係合部52cが前記規制部材の係合部51eに対して上方から係合するとともに、凸部521が規制部材51に形成された凸部51dと係合して、規制部材51および規制部材51の固着手段である固着ネジ61の部分を被覆する。   Further, the headboard panel 52 shown in FIG. 7 is formed in a plate shape with resin or the like, and an engaging portion 52c provided on the upper portion engages with the engaging portion 51e of the restricting member from above, The convex portion 521 is engaged with the convex portion 51 d formed on the regulating member 51, and covers the regulating member 51 and a portion of the fixing screw 61 that is a fixing means for the regulating member 51.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。   Although the embodiments of the present invention have been described with reference to the drawings, the specific configuration is not limited to these embodiments, and modifications and additions within the scope of the present invention are included in the present invention. It is.

1 制振間仕切パネル装置
2,2’ 支柱
3 橋架部材
4,4” 上枠部
5 パネル部材
5a パネル部材上縁
6 制振ユニット
22 第1チャネル材
23 第2チャネル材
29 係合凹部
30 係合鉤部材
32a 掛吊部
50 連結部材
51 規制部材
51a 移動規制部
51b プレート部
51c 係止部
51d 凸部
51e 係合部
514 内壁
52 笠木パネル
52b 係止部
52c 係合部
100,100” 間仕切パネルユニット
301 鉤部
500 連結部材
500a 掛吊部
500b 屈曲片
500c 凸部
510 規制部材
510a 係合部
510b 移動規制部
510c 係止部
510d 凸部
511 移動規制部の下面
521 凸部
T 天井面
M 接触面
DESCRIPTION OF SYMBOLS 1 Damping partition panel apparatus 2, 2 'Support | pillar 3 Bridge member 4, 4 "Upper frame part 5 Panel member 5a Panel member upper edge 6 Damping unit 22 1st channel material 23 2nd channel material 29 Engaging recessed part 30 Engagement鉤 member 32a hanging part 50 connecting member 51 restricting member 51a movement restricting part 51b plate part 51c engaging part 51d projecting part 51e engaging part 514 inner wall 52 coping panel 52b engaging part 52c engaging part 100, 100 "partition panel unit 301 ridge portion 500 connecting member 500a hanging portion 500b bent piece 500c convex portion 510 restricting member 510a engaging portion 510b movement restricting portion 510c locking portion 510d convex portion 511 bottom surface 521 of movement restricting portion convex portion T ceiling surface M contact surface

Claims (3)

互いに上枠部により連結された支柱間にパネル部材が配設されてなる間仕切パネルユニットを有する間仕切パネル装置において、
前記上枠部は、隣り合う前記支柱の上端に両端部を支持されてそれぞれ配置される橋架部材と、それぞれ橋架部材の上面に載置される制振機構部と、を有し、
前記制振機構部は、天井面に接触する接触面と、該接触面と天井面との接触状態を維持する押圧力を発生させる付勢手段と、を備え、
連接して配置される複数の前記間仕切パネルユニットにおける前記隣り合う前記橋架部材同士が連結部材により互いに連結されることを特徴とする制振間仕切パネル装置。
In a partition panel device having a partition panel unit in which panel members are disposed between support columns connected to each other by upper frame portions,
The upper frame portion has a bridge member that is arranged with both ends supported by the upper ends of the adjacent struts, and a vibration control mechanism portion that is placed on the upper surface of the bridge member, respectively.
The damping mechanism comprises a contact surface in contact with the ceiling surface, and biasing means for generating a pressing force to maintain the state of contact between the contact surface and the ceiling surface, and
The vibration-damping partition panel device, wherein the adjacent bridge members of the plurality of partition panel units arranged in series are connected to each other by a connecting member.
前記支柱上端には左右に連結片が延設され、前記左右の連結片の上部に左右の隣り合う前記橋架部材がそれぞれ固定されるとともに、前記隣り合う上枠部同士が連結部材により互いに連結されることを特徴とする請求項1に記載の制振間仕切パネル装置。 At the upper end of the support column, left and right connecting pieces are extended, the left and right adjacent bridge members are fixed to the upper portions of the left and right connecting pieces, respectively, and the adjacent upper frame portions are connected to each other by a connecting member. The vibration-damping partition panel device according to claim 1. 前記連結部は、着脱自在に取付け可能な笠木パネルにより被覆されていることを特徴とする請求項1または2に記載の制振間仕切パネル装置。 The connecting member is vibration-damping partition panel system according to claim 1 or 2, characterized in that it is covered by the detachably attachable coping panel.
JP2012087532A 2012-04-06 2012-04-06 Vibration control partition panel device Expired - Fee Related JP6068817B2 (en)

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JPS5931614B2 (en) * 1978-05-17 1984-08-03 康治 宇南山 Fixation device
JPS6118099Y2 (en) * 1980-10-07 1986-06-02
JP2778514B2 (en) * 1995-04-18 1998-07-23 コクヨ株式会社 Partition wall
JP2004107986A (en) * 2002-09-18 2004-04-08 Sanki Eng Co Ltd Temporary partition structure
JP3967262B2 (en) * 2002-12-25 2007-08-29 株式会社くろがね工作所 Panel coupling device
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