JPH0978728A - Upper mounting structure of composite partition wall - Google Patents

Upper mounting structure of composite partition wall

Info

Publication number
JPH0978728A
JPH0978728A JP23972695A JP23972695A JPH0978728A JP H0978728 A JPH0978728 A JP H0978728A JP 23972695 A JP23972695 A JP 23972695A JP 23972695 A JP23972695 A JP 23972695A JP H0978728 A JPH0978728 A JP H0978728A
Authority
JP
Japan
Prior art keywords
wall material
partition wall
runner
incompressible
building
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
JP23972695A
Other languages
Japanese (ja)
Other versions
JP3552808B2 (en
Inventor
Toshihiro Kishida
田 敏 浩 岸
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP23972695A priority Critical patent/JP3552808B2/en
Publication of JPH0978728A publication Critical patent/JPH0978728A/en
Application granted granted Critical
Publication of JP3552808B2 publication Critical patent/JP3552808B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent an upper mounting structure from being damaged by supporting the upper part of an incompressible wall material and a slide spacer slidably on the inside of a runner. SOLUTION: An upper runner 2 with a top plate 2a of which width is equal to the thickness of a composite partition wall 1 and both side plates 2b is fixed to the lower surface 4 of an upper floor slab as the structural body of a building. Also a slide spacer 9 is provided with a top plate 9a and side plates 9b1 and 9b2. Then the side plate 9b1 is fixed to the side surface of an incompressible wall material 7 using a latch 10, and the upper part of an incompressible wall material 8 is stored between the side plates 9b1 and 9b2. In addition, the upper runner 2 is brought in contact with the partition wall 1 through the side surface of the wall material 7 and the spacer 9. By this, even if a vibration is applied to the building and the structural body is deformed, or a force is applied to the contact part, freedom to move in the vertical direction is restricted because the top plate 9a is brought in contact with the top plate 2a. On the other hand, it is free to slide in the horizontal direction so that the damage to the upper mounting structure can be prevented.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、建築物の間仕切壁
において、非圧縮性壁材と圧縮性壁材を有する複合間仕
切板を構造体に建て込む際の、複合間仕切壁の上部取付
構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an upper mounting structure of a composite partition wall when building a composite partition plate having an incompressible wall material and a compressible wall material into a structure in a partition wall of a building. .

【0002】[0002]

【従来の技術】従来の非圧縮性壁材と圧縮性壁材を重ね
た複合間仕切板を建物の構造体に取り付ける方法として
は、例えば、実公昭55−16008号公報に記載され
る技術が知られている。
2. Description of the Related Art As a conventional method for attaching a composite partition plate in which an incompressible wall material and a compressible wall material are stacked to a structure of a building, for example, a technique disclosed in Japanese Utility Model Publication No. 55-16008 is known. Has been.

【0003】図4を用いて、この従来工法を簡単に説明
すると、以下の通りとなる。図4(a)は、同工法によ
り構築された複合間仕切壁の側断面図であり、図4
(b)は、同複合間仕切壁の平断面図である。
The conventional construction method will be briefly described with reference to FIG. FIG. 4 (a) is a side sectional view of a composite partition wall constructed by the same method.
(B) is a plane sectional view of the same composite partition wall.

【0004】すなわち、従来の複合間仕切壁は、建物の
構造体である天井4、及び床5のそれぞれに、ランナー
2、2を対向させて配置し、これを釘等の留金具6によ
って固定する。そして、石膏ボードをその表面に形成し
たV溝に沿って折り曲げて形成した、断面口型となる中
空パネル7を、スペーサ13を介在させながらランナー
2、2間に建て込んでいく。
That is, in the conventional compound partition wall, the runners 2 and 2 are arranged facing each other on the ceiling 4 and the floor 5 which are the structures of the building, and they are fixed by fasteners 6 such as nails. . Then, a hollow panel 7 having a mouth-shaped cross section, which is formed by bending a gypsum board along a V groove formed on the surface thereof, is built between the runners 2, 2 with a spacer 13 interposed.

【0005】この際、複数の中空パネル7は、交互に壁
の厚さ方向の一方にずらして、千鳥状に配置していき、
その間にシート状の繊維質材料8を、中空パネル7の間
を蛇行させて配置していく。このように配置した中空パ
ネル7、繊維質材料8の両側には、耐火ボード11、1
2を二重に張りつけている。
At this time, the plurality of hollow panels 7 are alternately staggered in one of the wall thickness directions, and are arranged in a staggered manner.
In the meantime, the sheet-shaped fibrous material 8 is arranged so as to meander between the hollow panels 7. On both sides of the hollow panel 7 and the fibrous material 8 arranged in this way, the fireproof boards 11, 1
The two are stuck twice.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記し
た従来技術では、中空パネル7、及び繊維質材料8は建
物の構造体にランナー2を介して対してタイトに固定さ
れ、壁の面方向に動く自由度がないため、地震の際、ま
たは交通振動によっても、建物の構造体が変形すると、
その慣性力等により、複合間仕切壁の上部構造に力が集
中し、この部分が破壊される可能性があった。
However, in the above-mentioned prior art, the hollow panel 7 and the fibrous material 8 are tightly fixed to the building structure via the runner 2 and move in the plane direction of the wall. Since there is no degree of freedom, if the structure of the building is deformed during an earthquake or due to traffic vibration,
Due to the inertial force and the like, the force is concentrated on the upper structure of the composite partition wall, and this part may be destroyed.

【0007】そこで本発明は、地震や交通振動で建物の
構造体が変形しても、複合間仕切壁とランナーとの間で
両者の移動を許容し、この上部取付構造が破損しにくい
構造を提案することを目的とする。
Therefore, the present invention proposes a structure in which even if the structure of a building is deformed due to an earthquake or traffic vibration, the composite partition wall and the runner are allowed to move and the upper mounting structure is less likely to be damaged. The purpose is to do.

【0008】[0008]

【課題を解決するための手段】本発明は、非圧縮性壁材
と圧縮性壁材を有する複合間仕切壁の上部を建物の構造
体下面に取り付ける構造において、前記建物の構造体下
面に取り付けられ、前記複合間仕切壁の厚さまたはそれ
以上の幅の天板と両側板を有し、断面コ字状となったラ
ンナーと、内側に前記圧縮性壁材の上部を収容して、非
圧縮性壁材の上部に固定され、前記ランナーの天板の幅
から非圧縮性壁材の厚さ分を差し引いた幅の天板と両側
板を有する、断面コ字状となったスライドスペーサと、
を有し、前記非圧縮性壁材の上部と、前記スライドスペ
ーサとは、前記ランナーの内側に、スライド可能に支持
されている複合間仕切壁の上部取付構造を構成して上記
課題を解決している。
SUMMARY OF THE INVENTION The present invention is a structure for attaching an upper portion of a composite partition wall having an incompressible wall material and a compressible wall material to a lower surface of a structure of a building, which is attached to a lower surface of the structure of the building. , A composite partition wall having a top plate having a thickness equal to or greater than the width of the partition wall and both side plates, and having a U-shaped cross section, and an upper part of the compressible wall material accommodated inside, and incompressible A slide spacer fixed to the top of the wall material, having a width of the top plate of the runner less the thickness of the incompressible wall material and both side plates, and having a U-shaped cross section,
In order to solve the above problems, the upper part of the incompressible wall material and the slide spacer constitute an upper mounting structure of a compound partition wall slidably supported inside the runner. There is.

【0009】また、前記ランナーの側板の内面と、前記
スライドスペーサの側板の外面との間に摩擦係数の小さ
い滑り部材を介在させる構造とすることもできる。
Further, a sliding member having a small friction coefficient may be interposed between the inner surface of the side plate of the runner and the outer surface of the side plate of the slide spacer.

【0010】[0010]

【発明の実施の形態】本発明の実施例を図1乃至図3に
基づいて説明する。本実施例は、非圧縮性壁材と、圧縮
性壁材とからなる複合間仕切壁を、上階床スラブ下面
(天井)と下階床スラブとの間に配置する構造について
説明する。図1は複合間仕切壁を建物の上階床スラブ及
び下階床スラブ間に取り付けた部分断面斜視図であり、
図2は複合間仕切壁の取り付け構造を示す上部の側断面
図である。また、図3は、図2のA−A線における複合
間仕切壁の平断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described with reference to FIGS. In this example, a structure in which a composite partition wall including an incompressible wall material and a compressible wall material is arranged between the lower surface (ceiling) of the upper floor slab and the lower floor slab will be described. FIG. 1 is a partial cross-sectional perspective view in which a composite partition wall is attached between the upper floor slab and the lower floor slab of the building,
FIG. 2 is a side sectional view of the upper part showing the mounting structure of the composite partition wall. 3 is a plan sectional view of the composite partition wall taken along the line AA of FIG.

【0011】図1に示すように、複合間仕切壁1は、圧
縮性壁材7と非圧縮性壁材8とを重合して形成される。
圧縮性壁材7は、その材料としてグラスウール、ロック
ウール、セラミックファイバーブランケット等によって
構成される。また、非圧縮性壁材8としては、ALC、
押出し成形板、PC板等が使用される。
As shown in FIG. 1, the composite partition wall 1 is formed by superposing a compressible wall material 7 and an incompressible wall material 8.
The compressible wall material 7 is made of glass wool, rock wool, ceramic fiber blanket or the like as its material. Further, as the non-compressible wall material 8, ALC,
Extruded plates, PC plates, etc. are used.

【0012】建物の構造体である上階床スラブの下面4
には、長尺の金属製レールである上部ランナー2を釘等
の留金具6等を用いて固定している。図1及び図2に示
すように、上部ランナー2は、所定の幅を有する天板2
aと、幅方向の両側縁が立ち上がった側板2b、2bと
から構成され、断面コ字状となっている。両側に側板2
b、2bが立ち上がった天板2aの内面は、非圧縮性壁
材8の厚さと、後述するスライドスペーサ9の幅とを合
わせた幅を有する。
Lower surface 4 of the upper floor slab, which is the structure of the building
The upper runner 2, which is a long metal rail, is fixed by using fasteners 6 such as nails. As shown in FIGS. 1 and 2, the upper runner 2 includes a top plate 2 having a predetermined width.
It is composed of a and side plates 2b and 2b whose both side edges in the width direction are raised, and has a U-shaped cross section. Side plates 2 on both sides
The inner surface of the top plate 2a on which the b and 2b are raised has a width that is the sum of the thickness of the incompressible wall material 8 and the width of the slide spacer 9 described later.

【0013】また、下階床スラブ5の上面には、やはり
長尺の金属製レールである下部ランナー3を、図示しな
い釘を用いて固定している。図1に示すように、下部ラ
ンナー3は、板体3aとその一方の側縁が立ち上がった
側板3bとによって構成される。
A lower runner 3, which is also a long metal rail, is fixed to the upper surface of the lower floor slab 5 by using a nail (not shown). As shown in FIG. 1, the lower runner 3 is composed of a plate body 3a and a side plate 3b whose one side edge is raised.

【0014】非圧縮性壁材7の上部側面には、圧縮性壁
材8を取り付けるための空間を保持するスライドスペー
サ9を固定している。スライドスペーサ9は、天板9a
と、両側縁が立ち上がった側板9b1、9b2とを有し、断
面コ字状となった金具である。一方の側板9b1は、他方
の側板9b2に比べて長く、同側板9b1を非圧縮性壁材7
の側面に、釘やビス、ボルトやステープル等の留金具1
0を用いて止めつけている。スライドスペーサ9の両側
板9b1、9b2間の幅は、圧縮性壁材8の幅と略同じ幅
か、若しくは若干狭い幅を有する。なお、側板9b1、9
b2の間の幅を圧縮性壁材8の幅より大きくし、圧縮性壁
材8の上部を囲む補強部材を設けたり、圧縮性壁材8と
側板9b1、9b2の間にスペーサ3を配置することもでき
る。
A slide spacer 9 holding a space for mounting the compressible wall material 8 is fixed to the upper side surface of the incompressible wall material 7. The slide spacer 9 is a top plate 9a.
And side plates 9b1 and 9b2 whose both side edges are raised, and is a bracket having a U-shaped cross section. One side plate 9b1 is longer than the other side plate 9b2, and the same side plate 9b1 is used for the incompressible wall material 7
Fasteners such as nails, screws, bolts and staples on the side of the
It is stopped using 0. The width between the side plates 9b1 and 9b2 of the slide spacer 9 is substantially the same as the width of the compressible wall member 8 or slightly narrower. The side plates 9b1 and 9b
The width between b2 is made larger than the width of the compressible wall material 8, a reinforcing member surrounding the upper part of the compressible wall material 8 is provided, or the spacer 3 is arranged between the compressible wall material 8 and the side plates 9b1, 9b2. You can also

【0015】なお、これら上部ランナー2、下部ランナ
ー3、スライドスペーサ9の材質は、一般構造用圧延鋼
材、溶融亜鉛メッキ鋼板、一般構造用軽量鋼等が選択さ
れるが、所定の強度を有せば強化合成樹脂等を用いるこ
とができる。
The material of the upper runner 2, the lower runner 3, and the slide spacer 9 is selected from rolled steel for general structure, hot-dip galvanized steel plate, lightweight steel for general structure, etc. For example, a reinforced synthetic resin or the like can be used.

【0016】非圧縮性壁材8と圧縮性壁材7とを重ね合
わせ、この上端を上部ランナー2の両側板2b、2b間
にはめ込む。一方、下端は、下部ランナーの側板3bに
押し付けるように位置決めし、補助金具14を用いて非
圧縮性壁材7の下端を固定している。この際、非圧縮壁
材7の上端と、上部ランナー2の天板2aの間には、隙
間が生じ、一方、スライドスペーサ9の天板9a及び側
板9b2と、上部ランナー2の天板2a及び側板2bとは
それぞれ当接するように、非圧縮壁材7の高さ、及びス
ライドスペーサ9の固定位置が設定される。
The incompressible wall material 8 and the compressible wall material 7 are overlapped with each other, and the upper end of the incompressible wall material 8 is fitted between the side plates 2b, 2b of the upper runner 2. On the other hand, the lower end is positioned so as to be pressed against the side plate 3b of the lower runner, and the lower end of the incompressible wall material 7 is fixed by using the auxiliary metal fitting 14. At this time, a gap is created between the upper end of the non-compressed wall material 7 and the top plate 2a of the upper runner 2, while the top plate 9a and the side plate 9b2 of the slide spacer 9 and the top plate 2a of the upper runner 2 and The height of the non-compressed wall material 7 and the fixed position of the slide spacer 9 are set so as to contact the side plates 2b, respectively.

【0017】なお、これら非圧縮性壁材7及び圧縮性壁
材8を建物の構造体に建て込んでいくにあたり、隣合う
壁材同士では、表裏が逆になるように、すなわち、図3
に示すように、非圧縮性壁材7と圧縮性壁材8とが互い
違いになるように、配置される。そして、その後、さら
に両側に耐火被覆および化粧板を兼ねる第1の外板ボー
ド11、第2の外板ボード12を金具等で固定して、複
合間仕切壁1の構築を完了する。
Incidentally, when the incompressible wall material 7 and the compressible wall material 8 are built in the structure of the building, the adjacent wall materials are arranged so that the front and back are reversed, that is, FIG.
As shown in, the incompressible wall material 7 and the compressible wall material 8 are arranged so as to alternate with each other. Then, after that, the first outer board 11 and the second outer board 12, which also serve as fireproof coatings and decorative boards, are further fixed on both sides with metal fittings or the like to complete the construction of the composite partition wall 1.

【0018】上記のように構築した複合間仕切壁1で
は、上階床スラブ下面側の上部ランナー2と複合間仕切
壁1とは、非圧縮性壁材7の側面及びスライドスペーサ
9を介して接触する。そのため、建物に振動が加わり構
造体が歪み、複合間仕切壁1の上端と構造体との接触部
に力がかかっても、スライドスペーサ9がスライドし
て、この部分が破壊されることを防止する。特に、本実
施例では、スライドスペーサ9の天板9aが上部ランナ
ー2の天板2aと接触しているために、垂直方向に移動
する自由度を制限する一方、水平方向には自由にスライ
ドするため、地震や交通振動によっても取り付け部が破
損しにくい複合間仕切壁1を構築することができる。
In the composite partition wall 1 constructed as described above, the upper runner 2 on the lower surface side of the upper floor slab and the composite partition wall 1 are in contact with each other through the side surface of the incompressible wall material 7 and the slide spacer 9. . Therefore, even if vibration is applied to the building and the structure is distorted and a force is applied to the contact portion between the upper end of the composite partition wall 1 and the structure, the slide spacer 9 is prevented from sliding and being destroyed. . In particular, in this embodiment, since the top plate 9a of the slide spacer 9 is in contact with the top plate 2a of the upper runner 2, the freedom to move in the vertical direction is limited, while the slide plate 9 slides freely in the horizontal direction. Therefore, it is possible to construct the composite partition wall 1 in which the mounting portion is not easily damaged by an earthquake or traffic vibration.

【0019】また、スライドスペーサ9を用いて、圧縮
性壁材8を非圧縮性壁材7に固定することができるため
に、これらを上部ランナー2に差し込む際は、非圧縮性
壁材7と圧縮性壁材8を合わせた状態で、簡単に建物の
構造体に立て込むことができ、施工効率を向上させるこ
とができる。
Further, since the compressible wall material 8 can be fixed to the incompressible wall material 7 by using the slide spacer 9, when these are inserted into the upper runner 2, the incompressible wall material 7 and With the compressible wall material 8 combined, it can be easily stood up in the structure of the building, and the construction efficiency can be improved.

【0020】なお、建物の振動により、スライドスペー
サ9が上部ランナー2との間で擦れて摩擦音を発生させ
る可能性がある。このため、フッ素樹脂テープをスライ
ドスペーサ2に貼着し、または、テフロン板など挟むな
どして、摩擦係数の小さい滑り部材を上部ランナー2と
スライドスペーサ9との間に介在させれば、摩擦音の発
生を防止することができる。
There is a possibility that the slide spacer 9 may rub against the upper runner 2 due to the vibration of the building to generate a friction noise. Therefore, if a sliding member having a small friction coefficient is interposed between the upper runner 2 and the slide spacer 9 by sticking a fluororesin tape to the slide spacer 2 or sandwiching a Teflon plate or the like, the friction noise is reduced. Occurrence can be prevented.

【0021】また、上記実施例においては、それぞれの
非圧縮性壁材7毎にスライドスペーサ9を2つ用いて非
圧縮性壁材7を固定したが、この数は非圧縮性壁材7の
横幅等に応じて任意に選択できる。さらに、スライドス
ペーサ9を上部ランナー2のように横長に形成すること
により、1つでまかなうことも可能である。さらに、本
実施例においては、スライドスペーサ9を非圧縮性壁材
7に固定したが、非圧縮性壁材7とスライドスペーサ9
を固定した圧縮性壁材8を別々にはめ込んでもよく、こ
の場合は両者の固定は必ずしも必要ではない。
In the above embodiment, the incompressible wall material 7 is fixed by using two slide spacers 9 for each incompressible wall material 7, but this number is the same as that of the incompressible wall material 7. It can be arbitrarily selected according to the width and the like. Further, by forming the slide spacer 9 in a laterally long shape like the upper runner 2, it is possible to provide one slide spacer. Furthermore, although the slide spacer 9 is fixed to the incompressible wall material 7 in this embodiment, the incompressible wall material 7 and the slide spacer 9 are fixed.
The compressible wall material 8 to which is fixed may be fitted separately, and in this case, both are not necessarily fixed.

【0022】[0022]

【発明の効果】以上説明したように、本発明の複合間仕
切壁の上部取付構造によっては、スライドスペーサによ
り、複合間仕切壁が建物の構造体下面に設けたランナー
に対してスライドするために、地震や交通振動によって
構造体が歪んでも、複合間仕切壁の上部にかかる力を逃
がすことができ、同部分の破損を防止することができ
る。
As described above, depending on the upper mounting structure of the composite partition wall of the present invention, the slide spacer causes the composite partition wall to slide with respect to the runner provided on the lower surface of the structure of the building. Even if the structure is distorted by traffic vibration or traffic vibration, the force applied to the upper part of the composite partition wall can be released, and damage to the same part can be prevented.

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

【図1】複合間仕切壁を建物の上階床スラブ下面及び下
階床スラブ間に取り付けた部分断面斜視図である。
FIG. 1 is a partial cross-sectional perspective view in which a compound partition wall is attached between a lower floor slab lower surface and a lower floor slab of a building.

【図2】実施例の複合間仕切壁の取り付け構造を示す複
合間仕切壁上部の側断面図である。
FIG. 2 is a side sectional view of the upper part of the composite partition wall showing the mounting structure of the composite partition wall of the embodiment.

【図3】図2のA−A線における複合間仕切壁の平断面
図である。
FIG. 3 is a plan sectional view of the compound partition wall taken along the line AA in FIG.

【図4】従来例の複合間仕切壁の、建物構造体に対する
取付構造を示す説明図である。
FIG. 4 is an explanatory diagram showing a mounting structure of a conventional composite partition wall to a building structure.

【符号の説明】[Explanation of symbols]

1…複合間仕切壁、2…上部ランナー(ランナー)、2
a…天板 2b…側板(両側板)、3…下部ランナー、4…上階床
スラブ下面(建物の構造体の下面)、5…下階床スラ
ブ、7…圧縮性壁材、8…非圧縮性壁材、9…スライド
スペーサ、9a…天板、9b1,9b2…側板(両側板)
1 ... Compound partition wall, 2 ... Upper runner (runner), 2
a ... top plate 2b ... side plates (both side plates), 3 ... lower runner, 4 ... upper floor slab lower surface (lower surface of building structure), 5 ... lower floor slab, 7 ... compressible wall material, 8 ... non Compressible wall material, 9 ... Slide spacer, 9a ... Top plate, 9b1, 9b2 ... Side plates (both side plates)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 非圧縮性壁材と圧縮性壁材を有する複合
間仕切壁の上部を建物の構造体下面に取り付ける構造に
おいて、 前記建物の構造体下面に取り付けられ、前記複合間仕切
壁の厚さまたはそれ以上の幅の天板と両側板を有し、断
面コ字状となったランナーと、 内側に前記圧縮性壁材の上部を収容して、非圧縮性壁材
の上部に固定され、前記ランナーの天板の幅から非圧縮
性壁材の厚さ分を差し引いた幅の天板と両側板を有す
る、断面コ字状となったスライドスペーサと、を有し、 前記非圧縮性壁材の上部と、前記スライドスペーサと
は、前記ランナーの内側に、スライド可能に支持されて
いることを特徴とする複合間仕切壁の上部取付構造。
1. A structure in which an upper portion of a composite partition wall having an incompressible wall material and a compressible wall material is attached to a lower surface of a structure of a building, the thickness of the composite partition wall being attached to a lower surface of the structure of the building. Or having a top plate having a width of more than that and both side plates, the runner having a U-shaped cross section, and the upper part of the compressible wall material is housed inside, and is fixed to the upper part of the incompressible wall material, A top spacer having a width obtained by subtracting the thickness of the incompressible wall material from the width of the top plate of the runner and slide spacers having U-shaped cross sections, and the incompressible wall An upper mounting structure for a composite partition wall, wherein an upper part of the material and the slide spacer are slidably supported inside the runner.
【請求項2】 前記ランナーの側板の内面と、前記スラ
イドスペーサの側板の外面との間に摩擦係数の小さい滑
り部材を介在させたことを特徴とした請求項1に記載し
た複合間仕切壁の上部取付構造。
2. The upper part of the compound partition wall according to claim 1, wherein a sliding member having a small friction coefficient is interposed between the inner surface of the side plate of the runner and the outer surface of the side plate of the slide spacer. Mounting structure.
JP23972695A 1995-09-19 1995-09-19 Upper mounting structure of composite partition Expired - Lifetime JP3552808B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23972695A JP3552808B2 (en) 1995-09-19 1995-09-19 Upper mounting structure of composite partition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23972695A JP3552808B2 (en) 1995-09-19 1995-09-19 Upper mounting structure of composite partition

Publications (2)

Publication Number Publication Date
JPH0978728A true JPH0978728A (en) 1997-03-25
JP3552808B2 JP3552808B2 (en) 2004-08-11

Family

ID=17049019

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23972695A Expired - Lifetime JP3552808B2 (en) 1995-09-19 1995-09-19 Upper mounting structure of composite partition

Country Status (1)

Country Link
JP (1) JP3552808B2 (en)

Also Published As

Publication number Publication date
JP3552808B2 (en) 2004-08-11

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