JP2842291B2 - Partition wall - Google Patents
Partition wallInfo
- Publication number
- JP2842291B2 JP2842291B2 JP7091200A JP9120095A JP2842291B2 JP 2842291 B2 JP2842291 B2 JP 2842291B2 JP 7091200 A JP7091200 A JP 7091200A JP 9120095 A JP9120095 A JP 9120095A JP 2842291 B2 JP2842291 B2 JP 2842291B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- ceiling rail
- rail
- floor
- bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本発明は、室内空間を所望の広さ
に仕切る場合に使用される間仕切壁に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a partition used for partitioning a room into a desired space.
【０００２】[0002]
【従来の技術】従来、この種の間仕切壁として、例え
ば、床上に設置された上方に開口する床レールと、この
床レールに所要の間隔をあけて配設した高さ調整用のア
ジャスタと、これら各アジャスタ上に支柱受部材を介し
て載設した支柱と、これら支柱の少なくとも一面に添接
したパネルとを具備してなるものが知られており、前記
各支柱の上端は、天井仕上面に取着した下向開口形状を
なす天井レールに挿入して保持させてある。2. Description of the Related Art Conventionally, as a partition wall of this type, for example, a floor rail which is installed on a floor and opens upward, and an adjuster for height adjustment which is arranged at a required interval on the floor rail, It is known to include a column mounted on each of these adjusters via a column receiving member, and a panel attached to at least one surface of the column, and the upper end of each column is provided with a ceiling surface. It is inserted into and held by a ceiling rail having a downward opening shape attached to the ceiling rail.
【０００３】[0003]
【発明が解決しようとする課題】ところが、このような
構成のものは、地震により天井と床との間に大きな層間
変位が生じた場合には、間仕切壁の構成部品が損傷を受
けたり転倒する可能性がある。すなわち、支柱は一旦高
さ調整が完了すると、床と天井間に突っ張るようにして
介設されることになり、その上下両端は実質的に固定さ
れた状態となる。そのため、施工後地震が発生すると、
支柱を支持している部分に無理な応力が作用してその部
分が破壊されることがあり、また、支柱が天井レールか
ら外れたり、天井レールが天井仕上面から離脱して間仕
切壁全体が転倒するような事故も起こり得る。However, in such a structure, when a large interlayer displacement occurs between the ceiling and the floor due to an earthquake, the components of the partition wall are damaged or fall. there is a possibility. That is, once the height adjustment is completed, the column is interposed so as to protrude between the floor and the ceiling, and the upper and lower ends thereof are substantially fixed. Therefore, if an earthquake occurs after construction,
Unreasonable stress may be applied to the part that supports the pillar, and that part may be destroyed, and the pillar will come off the ceiling rail, or the ceiling rail will separate from the ceiling surface and the entire partition wall will fall over Accidents can occur.
【０００４】本発明は、このような不具合を解消するこ
とを目的としている。An object of the present invention is to solve such a problem.
【０００５】[0005]
【課題を解決するための手段】本発明は、このような目
的を達成するために、次のような手段を講じたものであ
る。すなわち、本発明に係る間仕切壁は、建築構造体に
懸吊機構を介して吊持された天井レールと、この天井レ
ールに止着具を介して上端部を支持させた枠構造をなす
壁本体と、この壁本体の少なくとも１面に添設したパネ
ルと、床に設けられ前記壁本体の下端部を保持する床レ
ールとを具備してなり、前記懸吊機構が、前記天井レー
ルを取着するためのバー材と、前記建築構造体に支持さ
れバー材を把持するハンガー部材とを具備し、バー材
が、掛止用膨出部と揺止用膨出部とを上下方向に離間し
て備え、前記ハンガー部材が、その下端に下端屈曲片を
備え、掛止用膨出部と揺止用膨出部とをハンガー部材で
挟持した状態で掛止用膨出部が下端屈曲片に係合するこ
とを特徴としている。In order to achieve the above object, the present invention takes the following measures. That is, the partition wall according to the present invention is a wall body having a frame structure in which a ceiling rail suspended from a building structure via a suspension mechanism and an upper end portion of the ceiling rail is supported via a fastening tool. When the panels additionally provided on at least one surface of the wall body, Ri Na and and a floor rail that holds a lower end of the wall body provided on the floor, said suspension mechanism, said ceiling rail
A bar for attaching the frame, and a bar supported by the building structure.
A hanger member for gripping the bar material.
Separates the hooking bulge and the rocking bulge in the vertical direction.
The hanger member has a lower end bent piece at its lower end.
The hanging swelling part and the swinging swelling part are provided with a hanger member
Bulging portion for hooking in a sandwich state is characterized Rukoto to adjust engaged to the lower end bending piece.
【０００６】懸吊機構の好適な態様としては、バー部材
が、断面略Ｔ字状をなすものからなり、懸吊機構が、ハ
ンガー部材をスラブ等の建築構造体に支持させる懸吊ボ
ルトをさらに具備してなるものを挙げることができる。[0006] A preferred embodiment of the suspension mechanism is a bar member.
However, there can be cited one having a substantially T-shaped cross section , wherein the suspension mechanism further includes a suspension bolt for supporting the hanger member to a building structure such as a slab.
【０００７】運搬や搬入作業を容易にするには、壁本体
を、少なくとも上枠材、左右の側枠材及び下枠材を溶接
により剛結してなる複数の枠構造体と、間欠的に配置し
た枠構造体の側枠同士を結合する横架材とを具備してな
るものにし、各枠構造体の上枠材を天井レールに止着す
るようにしておくのがよい。[0007] In order to facilitate transportation and carrying-in work, the wall main body is intermittently connected to a plurality of frame structures formed by rigidly connecting at least an upper frame material, left and right side frame materials and a lower frame material by welding. It is preferable to provide a horizontal member for connecting the side frames of the arranged frame structures, and to fix the upper frame material of each frame structure to the ceiling rail.
【０００８】[0008]
【作用】このような構成のものであれば、枠構造をなす
壁本体とパネルが、天井レール及び懸吊機構を介して建
築構造体が吊り下げられた状態となり、床レールは、壁
本体及びパネルが揺動するのを抑制する機能を備えたも
のでよくなる。そのため、地震等により床と天井とが相
対的に変位しても、支柱を下から支持する部分に無理な
応力が作用するというような不具合がない。また、壁本
体は枠構造をなしているため、独立して傾動可能な支柱
にパネルを取着する場合に比べて、パネルの取付部分に
無理な力が作用する度合いも低くなる。そのため、構成
部品が破損する可能性を大幅に低下させることができ
る。しかも、天井レールは懸吊機構を介して建築構造体
に吊持されており、壁本体はその天井レールに止着具を
介して止着しているため、壁本体が転倒する事故も有効
に防止することができる。With such a construction, the wall main body and the panel forming the frame structure are in a state where the building structure is suspended via the ceiling rail and the suspension mechanism, and the floor rail is the wall main body and the panel. A device having a function of suppressing the panel from oscillating may be used. For this reason, even if the floor and the ceiling are relatively displaced due to an earthquake or the like, there is no problem that an unreasonable stress acts on a portion supporting the column from below. Further, since the wall body has a frame structure, the degree of excessive force acting on the panel mounting portion is lower than in the case where the panel is attached to a column that can be tilted independently. Therefore, the possibility that the component parts are damaged can be significantly reduced. In addition, the ceiling rail is suspended from the building structure via the suspension mechanism, and the wall body is fastened to the ceiling rail via fasteners, effectively preventing the wall body from falling over. Can be prevented.
【０００９】[0009]
【実施例】以下、本発明の一実施例を図面を参照して説
明する。An embodiment of the present invention will be described below with reference to the drawings.
【００１０】この間仕切壁は、図１及び図２に概略的に
示すように、建築構造体である上階のスラブ１に懸吊機
構２を介して吊持された天井レール３と、この天井レー
ル３に止着具たるボルト４を介して上端部を支持させた
枠構造をなす壁本体５と、この壁本体５の両面に添設し
たパネル６と、床７に設けられ前記壁本体５の下端部を
保持する床レール８とを具備してなる。As shown schematically in FIGS. 1 and 2, the partition wall includes a ceiling rail 3 suspended from a slab 1 on an upper floor, which is an architectural structure, via a suspension mechanism 2, and a ceiling rail 3. A wall body 5 having a frame structure in which an upper end is supported on a rail 3 via a bolt 4 as a fastening tool, a panel 6 provided on both sides of the wall body 5, and the wall body 5 provided on a floor 7 And a floor rail 8 for holding the lower end of the floor rail.
【００１１】懸吊機構２は、図３及び図４に示すよう
に、天井レール３を取着するための断面略逆Ｔ字状をな
すバー材１１と、このバー材１１を把持するハンガー部
材１２と、このハンガー部材１２をスラブ１に支持させ
る懸吊ボルト１３とを具備してなる。バー材１１は、水
平部１４と、この水平部１４の上面中央に立設した起立
部１５とを具備してなる押出成形品であり、アルミニュ
ーム等により作られている。起立部１５には、掛止用膨
出部１６と、揺止用膨出部１７とが一体に形成してあ
る。ハンガー部材１２は、ハンガー本体１８と、挾持片
１９とを具備してなる。ハンガー本体１８は、下端に掛
止用膨出部１６に係合する下端屈曲片２１を有するとと
もに、上端にボルト連結用の上端折曲部２２を有してな
る板金製のもので、中間部分に係止孔２３とねじ孔２４
を備えている。挾持片１９は、下端に掛止用膨出部１６
に係合する下端屈曲片２５を有するとともに、上端にハ
ンガー本体１８の係止孔２３に回動可能に係合する屈曲
爪２６を有してなる板金製のもので、前記ねじ孔２４に
対応する部位にボルト挿通孔２７を有している。そし
て、このボルト挿通孔２７を通して前記ねじ孔２４に螺
合させたボルトを緊締することによりバー材１１の起立
部１５を抜落不能に挾持し得るようになっている。な
お、バー材１１の水平部１４は、スラブ１の下方に配設
された天井材９の下面に添設させてある。As shown in FIGS. 3 and 4, the suspension mechanism 2 includes a bar member 11 having a substantially inverted T-shaped cross section for attaching the ceiling rail 3, and a hanger member for gripping the bar member 11. 12 and a suspension bolt 13 for supporting the hanger member 12 on the slab 1. The bar material 11 is an extruded product including a horizontal portion 14 and an upright portion 15 erected at the center of the upper surface of the horizontal portion 14, and is made of aluminum or the like. The upstanding portion 15 is integrally formed with a hanging bulging portion 16 and a swinging bulging portion 17. The hanger member 12 includes a hanger body 18 and a holding piece 19. The hanger body 18 is made of sheet metal having a lower end bent piece 21 that engages with the latching bulging portion 16 at the lower end and an upper end bent portion 22 for bolt connection at the upper end. Locking hole 23 and screw hole 24
It has. The holding piece 19 has a bulging portion 16 at the lower end.
And a bent claw 26 which is rotatably engaged with the locking hole 23 of the hanger body 18 at the upper end thereof. A bolt insertion hole 27 is provided at the portion where the bolt is inserted. By tightening a bolt screwed into the screw hole 24 through the bolt insertion hole 27, the upright portion 15 of the bar member 11 can be clamped so that it cannot be dropped. Note that the horizontal portion 14 of the bar 11 is attached to the lower surface of the ceiling member 9 disposed below the slab 1.
【００１２】天井レール３は、水平部３１と、この水平
部３１の両側縁から一体に垂下させた垂下部３２とから
なる断面コ字形のもので、その水平部３１をボルト３３
によりバー材１１の水平部１４に止着してある。The ceiling rail 3 has a U-shaped cross section including a horizontal portion 31 and a hanging portion 32 integrally hanging from both side edges of the horizontal portion 31.
Thus, it is fixed to the horizontal portion 14 of the bar material 11.
【００１３】壁本体５は、上枠材３４、左右の側枠材３
５、下枠材３６及び左右の側枠材３５間に架設した固定
横架材３７を溶接により剛結してなる複数の枠構造体３
８と、間欠的に配置した枠構造体３８の側枠材３５同士
を結合する横架材３９とを具備してなるものであり、各
枠構造体３８の上枠材３４を前記ボルト４により天井レ
ール３に止着している。すなわち、枠構造体３８の上枠
材３４は、天井レール３の垂下部３２間に挿入され、そ
れら両垂下部３２にボルト４により止着されている。横
架材３９は、角柱パイプ状のもので、ブラケット４１を
介して枠構造体３８の側枠材３５に止着されている。ブ
ラケット４１は、Ｌ字形をなすもので、ボルト４２を介
して横架材３９及び側枠材３５に止着されている。枠構
造体３８の下枠材３６には対をなすアジャスタ４３が設
けてある。アジャスタ４３は、下枠材３６の底壁に固設
したナット部材４４と、このナット部材４４に螺合させ
た昇降ボルト４５とを具備してなるもので、昇降ボルト
４５の上端には調整用の工具を係合させるための係合部
４６が設けてある。The wall body 5 includes an upper frame member 34 and left and right side frame members 3.
5. A plurality of frame structures 3 formed by rigidly connecting fixed horizontal members 37 provided between the lower frame member 36 and the left and right side frame members 35 by welding.
8 and a horizontal member 39 for connecting the side frame members 35 of the frame structure 38 intermittently arranged. The upper frame member 34 of each frame structure 38 is fixed by the bolt 4. It is fixed to the ceiling rail 3. That is, the upper frame member 34 of the frame structure 38 is inserted between the hanging portions 32 of the ceiling rail 3, and is fixed to the hanging portions 32 by the bolts 4. The horizontal member 39 has a prismatic pipe shape, and is fixed to the side frame member 35 of the frame structure 38 via the bracket 41. The bracket 41 has an L-shape, and is fixed to the horizontal member 39 and the side frame member 35 via bolts 42. The lower frame member 36 of the frame structure 38 is provided with a pair of adjusters 43. The adjuster 43 includes a nut member 44 fixed to the bottom wall of the lower frame member 36 and a lifting bolt 45 screwed to the nut member 44. There is provided an engaging portion 46 for engaging the tool.
【００１４】パネル６は、板金製面板４７の内面に芯材
４８を添設してなるもので、適宜な係止爪４９を介して
壁本体５に落下不能に保持されている。そして、面板４
７の左右両側縁に折返部５１を設けておき、隣接するパ
ネル６の押返部５１に係止された押圧金具５２をボルト
５３により壁本体５の側枠材３５に止着することによっ
て、パネル６が壁本体５から離脱しないように固定して
いる。５４は、隣接するパネル６の側縁間に押入した目
地材である。The panel 6 is formed by attaching a core material 48 to the inner surface of a sheet metal face plate 47 and is held by the wall main body 5 via a suitable locking claw 49 so as not to fall. And face plate 4
7 are provided on both left and right side edges, and the pressing metal fittings 52 locked to the pressing parts 51 of the adjacent panel 6 are fixed to the side frame members 35 of the wall main body 5 by bolts 53. The panel 6 is fixed so as not to be separated from the wall main body 5. Reference numeral 54 denotes a joint material inserted between the side edges of the adjacent panel 6.
【００１５】床レール８は、床７上に載置される水平部
５５と、この水平部５５の両側縁から一体に立設した起
立片部５６とからなるもので、その水平部５５をボルト
５７を用いて床７に固定してある。そして、この水平部
５５の上面にアジャスタ４３の昇降ボルト４５を当接さ
せるようにしている。The floor rail 8 is composed of a horizontal portion 55 placed on the floor 7 and standing piece portions 56 which are integrally erected from both side edges of the horizontal portion 55. The horizontal portion 55 is bolted. 57 fixed to the floor 7. The lifting bolt 45 of the adjuster 43 is brought into contact with the upper surface of the horizontal portion 55.
【００１６】このような構成のものであれば、枠構造を
なす壁本体５とパネル６が、天井レール３及び懸吊機構
２を介してスラブ１に懸吊支持された状態となり、床レ
ール８は、壁本体５及びパネル６が揺動するのを抑制す
る機能を備えたものでよくなる。そのため、地震等によ
り床７と天井部分とが相対的に変位しても、支柱を下か
ら支持する部分に無理な応力が作用するというような不
具合がない。また、壁本体５は枠構造をなしているた
め、独立して傾動可能な支柱にパネルを取着する場合に
比べて、パネル６の取付部分に無理な力が作用する度合
いも低くなる。そのため、構成部品が破損する可能性を
大幅に低下させることができる。しかも、天井レール３
は懸吊機構２を介してスラブ１に吊持されており、壁本
体５はその天井レール３にボルト４を介して止着してい
るため、壁本体５が転倒する危険性も確実に低下する。With such a configuration, the wall main body 5 and the panel 6 forming a frame structure are suspended and supported by the slab 1 via the ceiling rail 3 and the suspension mechanism 2, and the floor rail 8 May have a function of suppressing the wall body 5 and the panel 6 from swinging. Therefore, even if the floor 7 and the ceiling part are relatively displaced due to an earthquake or the like, there is no problem that an unreasonable stress acts on a part supporting the column from below. Further, since the wall main body 5 has a frame structure, the degree of excessive force acting on the mounting portion of the panel 6 is lower than when the panel is mounted on a column that can be tilted independently. Therefore, the possibility that the component parts are damaged can be significantly reduced. Moreover, the ceiling rail 3
Is suspended on the slab 1 via the suspension mechanism 2, and the wall body 5 is fixed to the ceiling rail 3 via the bolt 4, so that the danger of the wall body 5 tipping over is also reliably reduced. I do.
【００１７】なお、建築構造体は、スラブに限られるも
のではなく、梁その他の構造物であってもよい。The building structure is not limited to a slab, but may be a beam or another structure.
【００１８】また、懸吊機構も図示実施例のものに限定
されるものではなく、そのハンガー部材やバー材の形状
や構造も本発明の趣旨を逸脱しない範囲で種々変形が可
能である。The suspension mechanism is not limited to the embodiment shown in the drawings, and the shapes and structures of the hanger member and the bar material can be variously modified without departing from the spirit of the present invention.
【００１９】さらに、壁本体の構成も、枠構造体と横架
材からなるものに限られないのは勿論であるが、複数の
枠構造体を横架材により連結するようにしておけば、壁
本体を比較的小さな構成要素に分解しておくことができ
る。そのため、運搬や屋内への搬入作業を容易に行うこ
とが可能となる。Further, the configuration of the wall body is not limited to the one composed of the frame structure and the horizontal member, but if a plurality of frame structures are connected by the horizontal member, The wall body can be broken down into relatively small components. Therefore, it is possible to easily carry or carry in the work indoors.
【００２０】[0020]
【発明の効果】本発明は、以上に詳述したように、懸吊
機構を介してスラブ等の建築構造体に懸吊支持された天
井レールに壁本体を止着具を介して止着しているので、
この壁本体をパネルとともに吊り下げた状態で設置する
ことができる。そのため、地震等により天井と床とが相
対的に変位しても、壁本体及びその支持部分に無理な応
力が作用するのを有効に緩和することができる。また、
その壁本体が枠構造をなしているため、地震等に際して
の壁本体自身の変形も少なくすることができる。そのた
め、相互に独立して傾動可能な支柱にパネルを装着する
場合に比べて、パネル取付部分にも無理な力が作用し難
い。また、このような構成によれば、支柱が天井レール
から外れたり天井レールが天井仕上面から離脱するよう
なことがないので、壁本体がパネルとともに転倒するよ
うな不具合をも解消することができる。したがって、地
震により部材の損傷を招いたり転倒する危険性の低い優
れた間仕切壁を提供できるものである。According to the present invention, as described in detail above, the wall main body is fastened to the ceiling rail suspended from the building structure such as the slab via the suspension mechanism via the fastener. So
This wall main body can be installed in a state of being suspended along with the panel. Therefore, even if the ceiling and the floor are relatively displaced due to an earthquake or the like, it is possible to effectively alleviate the excessive stress acting on the wall main body and the supporting portion thereof. Also,
Since the wall body has a frame structure, deformation of the wall body itself during an earthquake or the like can be reduced. For this reason, an excessive force hardly acts on the panel mounting portion as compared with a case where the panel is mounted on a column that can tilt independently of each other. Further, according to such a configuration, since the support pillar does not come off from the ceiling rail or the ceiling rail does not separate from the ceiling surface, it is possible to solve the problem that the wall body falls down with the panel. . Therefore, it is possible to provide an excellent partition wall having a low risk of causing damage to the member or falling down due to the earthquake.
【図１】本発明の一実施例を示す正面図。FIG. 1 is a front view showing an embodiment of the present invention.
【図２】同実施例を分解して概略的に示す斜視図。FIG. 2 is an exploded perspective view schematically showing the same embodiment.
【図３】同実施例を一部省略して示す側断面図。FIG. 3 is a side sectional view showing the embodiment with a part thereof omitted;
【図４】同実施例の要部を拡大して示す側断面図。FIG. 4 is an enlarged side sectional view showing a main part of the embodiment.
【図５】同実施例を示す平断面図。FIG. 5 is a plan sectional view showing the same embodiment.
１…建築構造体（スラブ） ２…懸吊機構 ３…天井レール ４…止着具（ボルト） ５…壁本体 ６…パネル ７…床 ８…床レール ９…天井材 １１…バー材 １２…ハンガー部材 １３…懸吊ボルト１６…掛止用膨出部 １７…揺止用膨出部 ２５…下端屈曲片 DESCRIPTION OF SYMBOLS 1 ... Building structure (slab) 2 ... Suspension mechanism 3 ... Ceiling rail 4 ... Fastener (bolt) 5 ... Wall body 6 ... Panel 7 ... Floor 8 ... Floor rail 9 ... Ceiling material 11 ... Bar material 12 ... Hanger Member 13 ... Suspension bolt 16 ... Hanging bulge 17 ... Swing bulge 25 ... Lower end bent piece
フロントページの続き (58)調査した分野(Int.Cl.6，ＤＢ名) E04B 2/74 - 2/82 521 E04B 9/06 - 9/20Continuation of the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04B 2/74-2/82 521 E04B 9/06-9/20
Claims (3)
天井レールと、この天井レールに止着具を介して上端部
を支持させた枠構造をなす壁本体と、この壁本体の少な
くとも１面に添設したパネルと、床に設けられ前記壁本
体の下端部を保持する床レールとを具備してなり、前記
懸吊機構が、前記天井レールを取着するためのバー材
と、前記建築構造体に支持されバー材を把持するハンガ
ー部材とを具備し、バー材が、掛止用膨出部と揺止用膨
出部とを上下方向に離間して備え、前記ハンガー部材
が、その下端に下端屈曲片を備え、掛止用膨出部と揺止
用膨出部とをハンガー部材で挟持した状態で掛止用膨出
部が下端屈曲片に係合することを特徴とする間仕切壁。1. A ceiling rail suspended from a building structure via a suspension mechanism, a wall body having a frame structure in which an upper end portion is supported on the ceiling rail via a fastening tool, and the wall body. at least one surface and the panel was additionally provided to, Ri Na and and a floor rail that holds a lower end of the wall body provided on the floor, said
Bar material for suspending the ceiling rail
And a hanger supported by the building structure and gripping a bar material
Bar member, and the bar member is provided with a swelling bulge portion and a swing swelling portion.
The hanger member
However, the lower end is provided with a bent lower end piece, so that
Bulge for latching while holding the bulge part with a hanger member
Parts are partition walls, characterized in Rukoto to adjust engaged to the lower end bending piece.
なり、懸吊機構が、ハンガー部材をスラブ等の建築構造
体に支持させる懸吊ボルトをさらに具備してなるもので
ある請求項１記載の間仕切壁。2. A bar member having a substantially T-shaped cross section.
The partition wall according to claim 1 , wherein the suspension mechanism further comprises a suspension bolt for supporting the hanger member to a building structure such as a slab.
材及び下枠材を溶接により剛結してなる複数の枠構造体
と、間欠的に配置した枠構造体の側枠同士を結合する横
架材とを具備してなるものであり、各枠構造体の上枠材
を天井レールに止着している請求項１又は２記載の間仕
切壁。3. A plurality of frame structures in which a wall main body is rigidly connected by welding at least an upper frame material, left and right side frame materials and a lower frame material, and side frames of the frame structures intermittently arranged. The partition wall according to claim 1 or 2, further comprising a horizontal member for connecting the upper frame member to the ceiling rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7091200A JP2842291B2 (en) | 1995-04-17 | 1995-04-17 | Partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7091200A JP2842291B2 (en) | 1995-04-17 | 1995-04-17 | Partition wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08284291A JPH08284291A (en) | 1996-10-29 |
| JP2842291B2 true JP2842291B2 (en) | 1998-12-24 |
Family
ID=14019803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7091200A Expired - Fee Related JP2842291B2 (en) | 1995-04-17 | 1995-04-17 | Partition wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2842291B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015021260A (en) * | 2013-07-17 | 2015-02-02 | 株式会社イトーキ | Earthquake-resistant partition device |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5344877B2 (en) * | 2008-09-12 | 2013-11-20 | 大和ハウス工業株式会社 | Internal wall structure of building and its construction method |
| JP6225529B2 (en) * | 2013-07-17 | 2017-11-08 | 株式会社イトーキ | Post slide device in seismic partitioning device |
| JP6229495B2 (en) * | 2013-12-27 | 2017-11-15 | 株式会社イトーキ | Seismic divider |
| JP6443086B2 (en) * | 2015-01-29 | 2018-12-26 | 株式会社イトーキ | High earthquake resistant partition device |
| JP2020041418A (en) * | 2019-12-05 | 2020-03-19 | 鈴木 卓也 | Overturn prevention tool of partition wall |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49104907U (en) * | 1972-12-27 | 1974-09-09 | ||
| JPS5413774Y2 (en) * | 1975-05-31 | 1979-06-11 | ||
| JPS6446307U (en) * | 1987-09-17 | 1989-03-22 | ||
| JPH0337296U (en) * | 1989-08-21 | 1991-04-11 | ||
| JPH0642079A (en) * | 1992-07-24 | 1994-02-15 | Onoda Cement Co Ltd | Partition and construction method thereof |
| JP3066313U (en) * | 1999-08-03 | 2000-02-18 | 株式会社バンザイ | Plug for preventing fall of lift-up vehicle and fall prevention device |
-
1995
- 1995-04-17 JP JP7091200A patent/JP2842291B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015021260A (en) * | 2013-07-17 | 2015-02-02 | 株式会社イトーキ | Earthquake-resistant partition device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08284291A (en) | 1996-10-29 |
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