JPH08284291A - Partition wall - Google Patents

Partition wall

Info

Publication number
JPH08284291A
JPH08284291A JP7091200A JP9120095A JPH08284291A JP H08284291 A JPH08284291 A JP H08284291A JP 7091200 A JP7091200 A JP 7091200A JP 9120095 A JP9120095 A JP 9120095A JP H08284291 A JPH08284291 A JP H08284291A
Authority
JP
Japan
Prior art keywords
floor
ceiling
frame
main body
rail
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.)
Granted
Application number
JP7091200A
Other languages
Japanese (ja)
Other versions
JP2842291B2 (en
Inventor
Akira Shimizu
彰 清水
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kokuyo Co Ltd
Original Assignee
Kokuyo Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kokuyo Co Ltd filed Critical Kokuyo Co Ltd
Priority to JP7091200A priority Critical patent/JP2842291B2/en
Publication of JPH08284291A publication Critical patent/JPH08284291A/en
Application granted granted Critical
Publication of JP2842291B2 publication Critical patent/JP2842291B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE: To prevent overturning and breakage even when a ceiling and a floor are relatively displaced by an earthquake, by fitting a wall main body on a ceiling rail suspended and supported on a building structural body and hanging down the wall main body and a panel. CONSTITUTION: An upper end part of a wall main body 5 is supported on a ceiling rail 3 hung down through a suspension mechanism 2 on a slab which is a building structural body. Panels 6 are provided on both surfaces of the wall main body 5, and a floor rail 8 is provided on a floor. Consequently, even when the floor 7 and the ceiling are displaced due to an earthquake, stress is relaxed and breakage and overturning are prevented. Additionally, the wall main body 5 is made to be a frame structural body by welding an upper frame material 34, left and right side frame materials 35 and a lower frame material 36 to each other. Deformation of the wall main body 5 itself is reduced by connecting side frames of the frame structural body to each other.

Description

【発明の詳細な説明】Detailed Description of the Invention

【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 wall used when partitioning an indoor space into a desired size.

【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 installed on the floor and opening upward, and an adjuster for height adjustment arranged on the floor rail at a required interval, It is known that each of these adjusters is provided with a column mounted via a column receiving member and a panel attached to at least one surface of the column, and the upper end of each column has a ceiling finish surface. It is inserted into and held by a ceiling rail having a downward opening shape attached to.

【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 the case of 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 down. there is a possibility. That is, once the height adjustment is completed, the pillars are provided so as to be stretched between the floor and the ceiling, and the upper and lower ends thereof are substantially fixed. Therefore, if an earthquake occurs after construction,
Unnecessary stress may be applied to the part that supports the pillar, and that part may be destroyed.In addition, the pillar may come off the ceiling rail, or the ceiling rail may separate from the ceiling finishing surface, causing the entire partition wall to fall. Accidents that may occur 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 eliminate 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 ceiling rail suspended from a building structure via a suspension mechanism and a frame structure having an upper end supported by the ceiling rail via a fastener. And a panel attached to at least one surface of the wall body, and a floor rail provided on the floor for holding a lower end portion of the wall body.

【0006】懸吊機構の好適な態様としては、天井レー
ルを取着するための断面略逆T字状をなすバー材と、こ
のバー材を把持するハンガー部材と、このハンガー部材
をスラブ等の建築構造体に支持させる懸吊ボルトとを具
備してなるものを挙げることができる。
As a preferable mode of the suspension mechanism, a bar member having a substantially inverted T-shaped cross section for attaching the ceiling rail, a hanger member for gripping the bar member, and a hanger member such as a slab. An example is a suspension bolt that is supported by a building structure.

【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。
In order to facilitate the carrying and carrying-in work, the wall main body is intermittently connected to a plurality of frame structures in which at least an upper frame member, left and right side frame members and a lower frame member are rigidly connected by welding. It is preferable that the frame structure is provided with a horizontal member for connecting the side frames of the arranged frame structures, and the upper frame member of each frame structure is fixed 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 structure, the wall body and the panel forming the frame structure are in a state in which the building structure is suspended through the ceiling rail and the suspension mechanism, and the floor rail is the wall body and the suspension structure. It only needs to have a function of suppressing the swing of the panel. Therefore, even if the floor and the ceiling are displaced relative to each other due to an earthquake or the like, there is no inconvenience that unreasonable stress acts on the portion supporting the pillar from below. Further, since the wall main body has a frame structure, the degree of unreasonable force acting on the mounting portion of the panel is lower than in the case where the panel is attached to the column that can be independently tilted. Therefore, it is possible to significantly reduce the possibility of damage to the components. Moreover, since the ceiling rail is suspended by the building structure via the suspension mechanism, and the wall body is fixed to the ceiling rail via the fastener, the accident that the wall body falls is also effective. 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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 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。
The partition wall is, as schematically shown in FIGS. 1 and 2, a ceiling rail 3 suspended by a suspension mechanism 2 on a slab 1 on the upper floor, which is a building structure, and this ceiling. A wall main body 5 having a frame structure in which an upper end portion is supported on a rail 3 via bolts 4 which are fasteners, panels 6 attached to both sides of the wall main body 5, and the wall main body 5 provided on the floor 7. And a floor rail 8 that holds the lower end of the.

【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 member 11 is an extruded product including a horizontal portion 14 and an upright portion 15 provided upright in the center of the upper surface of the horizontal portion 14, and is made of aluminum or the like. The upright portion 15 is integrally formed with a hooking bulging portion 16 and a rocking bulging portion 17. The hanger member 12 includes a hanger body 18 and a holding piece 19. The hanger main body 18 is made of sheet metal and has a lower end bent piece 21 that engages with the hooking bulge 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 hooking bulge 16 at the lower end.
It is made of sheet metal and has a lower end bent piece 25 that engages with and a bent claw 26 that rotatably engages with the locking hole 23 of the hanger body 18 at the upper end, and corresponds to the screw hole 24. A bolt insertion hole 27 is provided at the portion to be inserted. Then, by tightening the bolt screwed into the screw hole 24 through the bolt insertion hole 27, the upright portion 15 of the bar member 11 can be held so as not to be removed. The horizontal portion 14 of the bar material 11 is attached to the lower surface of the ceiling material 9 arranged 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 consisting of a horizontal portion 31 and a hanging portion 32 that hangs from both side edges of the horizontal portion 31 integrally.
It is fastened 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 the lower frame member 36 and the fixed horizontal member 37 that is provided between the left and right side frame members 35 by welding
8 and a horizontal member 39 that connects the side frame members 35 of the frame structure 38 arranged intermittently to each other. The upper frame member 34 of each frame structure 38 is fixed by the bolts 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 fixed to the both 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 a bracket 41. The bracket 41 has an L-shape and is fixed to the horizontal member 39 and the side frame member 35 via a bolt 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. An engaging portion 46 for engaging the tool of FIG.

【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 has a core material 48 attached to the inner surface of a sheet metal face plate 47, and is held by the wall body 5 so as not to fall through an appropriate locking claw 49. And the face plate 4
By providing the folded-back portions 51 on both right and left edges of the panel 7, and by fixing the pressing fittings 52 locked to the pushed-back portions 51 of the adjacent panels 6 to the side frame members 35 of the wall body 5 by the bolts 53, The panel 6 is fixed so as not to separate from the wall body 5. Reference numeral 54 is a joint material pressed between the side edges of the adjacent panels 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 which is placed on the floor 7 and a standing piece portion 56 which is integrally erected from both side edges of the horizontal portion 55. The horizontal portion 55 is bolted. It is fixed to the floor 7 using 57. Then, 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 structure, the wall 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 is provided. May have a function of suppressing swinging of the wall body 5 and the panel 6. Therefore, even if the floor 7 and the ceiling portion are relatively displaced due to an earthquake or the like, there is no problem that unreasonable stress acts on the portion that supports the pillar from below. Further, since the wall main body 5 has a frame structure, the degree of unreasonable force acting on the mounting portion of the panel 6 is lower than that in the case where the panel is attached to the column that can be independently tilted. Therefore, it is possible to significantly reduce the possibility of damage to the components. Moreover, the ceiling rail 3
Is suspended from the slab 1 via the suspension mechanism 2, and the wall body 5 is fixed to the ceiling rail 3 via the bolts 4, so that the risk of the wall body 5 tipping down is also reliably reduced. To 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 other 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。
Further, the suspension mechanism is not limited to that of the illustrated embodiment, and the shape and structure of the hanger member and bar member 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, it goes without saying that the structure 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 disassembled into smaller components. Therefore, it becomes possible to easily carry out the work of carrying or carrying it 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。
As described in detail above, according to the present invention, the wall main body is fixed to the ceiling rail suspended and supported on the building structure such as the slab via the suspension mechanism by the fastener. Because
This wall body can be installed in a suspended state together 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 unreasonable stress acting on the wall body and its supporting portion. Also,
Since the wall body has a frame structure, deformation of the wall body itself in the event of an earthquake or the like can be reduced. Therefore, as compared with the case where the panel is mounted on the support columns that can be tilted independently of each other, it is difficult for an unreasonable force to act on the panel mounting portion. Further, according to such a configuration, since the pillar does not come off from the ceiling rail and the ceiling rail does not come off from the ceiling finished surface, it is possible to solve the problem that the wall body falls down together with the panel. . Therefore, it is possible to provide an excellent partition wall with a low risk of damaging the member or falling due to an earthquake.

【図面の簡単な説明】[Brief description of drawings]

【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 same 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 a side sectional view showing an enlarged 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.

【符号の説明】[Explanation of symbols]

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 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

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】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 by the ceiling rail via a fastener, and the wall body. A partition wall provided on at least one surface of the partition wall, and a floor rail provided on the floor for holding the lower end portion of the wall body.
【請求項2】懸吊機構が、天井レールを取着するための
断面略逆T字状をなすバー材と、このバー材を把持する
ハンガー部材と、この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とを具備してなるものであ
る請求項1記載の間仕切壁。
2. A suspension mechanism having a bar member having a substantially inverted T-shaped cross section for attaching a ceiling rail, a hanger member for gripping the bar member, and a building structure such as a slab for the hanger member. The partition wall according to claim 1, further comprising a suspension bolt supported by the partition wall.
【請求項3】壁本体が、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 body is rigidly connected by welding at least an upper frame member, left and right side frame members and a lower frame member, and side frames of the frame structures which are intermittently arranged. 3. The partition wall according to claim 1 or 2, further comprising a horizontal member for connecting the above, wherein the upper frame member of each frame structure is fixed to the ceiling rail.
JP7091200A 1995-04-17 1995-04-17 Partition wall Expired - Fee Related JP2842291B2 (en)

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 true JPH08284291A (en) 1996-10-29
JP2842291B2 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 (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010065485A (en) * 2008-09-12 2010-03-25 Daiwa House Industry Co Ltd Internal wall structure of building, and construction method of the same
JP2015021262A (en) * 2013-07-17 2015-02-02 株式会社イトーキ Pillar slide device in earthquake-resistant partition device
JP2015021260A (en) * 2013-07-17 2015-02-02 株式会社イトーキ Earthquake-resistant partition device
JP2015127472A (en) * 2013-12-27 2015-07-09 株式会社イトーキ Earthquake resistant partition device
JP2016138426A (en) * 2015-01-29 2016-08-04 株式会社イトーキ Door device of highly earthquake-resistant partition device
JP2020041418A (en) * 2019-12-05 2020-03-19 鈴木 卓也 Overturn prevention tool of partition wall

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49104907U (en) * 1972-12-27 1974-09-09
JPS51153523U (en) * 1975-05-31 1976-12-07
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49104907U (en) * 1972-12-27 1974-09-09
JPS51153523U (en) * 1975-05-31 1976-12-07
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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010065485A (en) * 2008-09-12 2010-03-25 Daiwa House Industry Co Ltd Internal wall structure of building, and construction method of the same
JP2015021262A (en) * 2013-07-17 2015-02-02 株式会社イトーキ Pillar slide device in earthquake-resistant partition device
JP2015021260A (en) * 2013-07-17 2015-02-02 株式会社イトーキ Earthquake-resistant partition device
JP2015127472A (en) * 2013-12-27 2015-07-09 株式会社イトーキ Earthquake resistant partition device
JP2016138426A (en) * 2015-01-29 2016-08-04 株式会社イトーキ Door device of highly earthquake-resistant partition device
JP2020041418A (en) * 2019-12-05 2020-03-19 鈴木 卓也 Overturn prevention tool of partition wall

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