JPS6286249A - Mount structure of wall panel - Google Patents
Mount structure of wall panelInfo
- Publication number
- JPS6286249A JPS6286249A JP22849585A JP22849585A JPS6286249A JP S6286249 A JPS6286249 A JP S6286249A JP 22849585 A JP22849585 A JP 22849585A JP 22849585 A JP22849585 A JP 22849585A JP S6286249 A JPS6286249 A JP S6286249A
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- wall
- joint
- mounting structure
- panel
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、建物の軸組フレームに非耐力壁として建て込
まれる壁パネルの取付構造、とくに、壁、Qネルの上・
下端側に横方向に連続した開口部を有するように建て込
まれる壁パネルの取付構造の改良に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a mounting structure for a wall panel built into a frame of a building as a non-load-bearing wall.
The present invention relates to an improvement in the mounting structure of a wall panel that is built so as to have a laterally continuous opening on the lower end side.
従来から比較的軽量で耐火性があるプレファブ壁パネル
を建物の軸組フレームに非耐力壁として建て込むことが
行なわれ、その建て込みに際する壁パネルの取付構造に
関しては種々の提案がなされている。これらのうち、壁
ノにネルの上・下端側にそれぞれ窓のような横方向に連
続した開口部を形成するような、たとえば、第7図に示
されるように、壁面を形成する壁ノ々ネル1は梁2に取
付けられ、壁パネルの上・下にはアルミニウム窓枠3が
水平方向に連続して取付けられるか、又は、この部分が
開放され、壁ノ々ネルの上縁に、たとえば手摺を取付け
るなどして壁面が形成されるものがある。Prefabricated wall panels, which are relatively lightweight and fire-resistant, have traditionally been built into building framework frames as non-load-bearing walls, and various proposals have been made regarding the mounting structure of the wall panels during installation. There is. Among these, there are walls that form a wall surface, such as those that form horizontally continuous openings such as windows at the upper and lower ends of the wall, respectively, as shown in Figure 7. The panel 1 is attached to the beam 2, and the aluminum window frame 3 is installed horizontally continuously above and below the wall panel, or this part is opened and the upper edge of the wall panel is attached, for example. Some walls are formed by attaching handrails, etc.
しかして、このような壁面全形成する壁ノにネルの取付
構造としては、たとえば、第8図に示すように、工型鋼
のような梁2の上面及び下面にそれぞれ固設した取付金
物4,5を介して2〜3枚ごとの壁、Qネル1の縦目地
12において隣接する壁ノミネル1とその一辺を挾み込
まれるように5塁鋼、北型鋼又はT型鋼の方立6を固着
し、方立6の上・下側端には壁ノ9ネル取付用の横材7
,8が壁パネル1の長平方向長さに相応する間11iI
をおいて溶接などで取付けられる。壁ノミネル1は、長
手側端面を方立6に接して横材7,8の間に建て込み、
横材7,8に取付は念ボルト10.11によって上・下
部全固定する。又、方立のない部分の壁パネル縦目地1
2には壁パネル1の縦目地溝部に配するように壁パネル
1の横巾長に相応する間隔で上・下の横材7.8にそれ
ぞれL型に曲げた目地筋13全固着し、壁ノミネル1の
縦目地溝部に目地筋J3が配設されるように壁ノ々ネル
lt−建て込み前記と同様にポル)10.11によって
固定する。さらに縦目地12にはモルタルを充填して壁
面を形成するようにされている。As shown in FIG. 8, for example, as shown in FIG. 8, a structure for attaching flannel to a wall that forms the entire wall surface includes mounting hardware 4 and Fix mullions 6 of 5-base steel, north-type steel, or T-type steel so that they are sandwiched between the adjacent wall nomi-nel 1 and one side of the vertical joints 12 of every 2 to 3 walls and Q-type walls 1 through 5. At the upper and lower ends of the mullion 6, there are horizontal members 7 for attaching wall panels.
, 8 corresponds to the longitudinal length of the wall panel 1 while 11iI
It can be attached by welding etc. The wall nominal 1 is built between the horizontal members 7 and 8 with the longitudinal end surface in contact with the mullion 6,
Attach to the horizontal members 7 and 8 by fixing the top and bottom completely using bolts 10 and 11. Also, wall panel vertical joint 1 in the area without mullions
2, joint lines 13 bent into an L shape are fully fixed to the upper and lower horizontal members 7 and 8 at intervals corresponding to the width of the wall panel 1 so as to be placed in the vertical grooves of the wall panel 1, Fix the wall grooves 10 and 11 in the same manner as described above so that the joint lines J3 are placed in the vertical grooves of the wall grooves 1. Further, the vertical joints 12 are filled with mortar to form a wall surface.
しかしながら、このような取付構造では、壁パネルや開
口部にかかる荷重はすべて横材7や方立6にかかるため
に、これらの部材は大きな断面の材料を必要とし、又、
方立6は、壁パネル1の裏面の接合部の一部に露出する
ために内装仕上げに支障を来すといったような問題があ
っ比。However, in such a mounting structure, all the loads applied to the wall panels and openings are applied to the cross members 7 and mullions 6, so these members require materials with large cross sections, and
The mullion 6 has many problems, such as being exposed at a part of the joint on the back side of the wall panel 1 and interfering with interior finishing.
本発明者らは、これらの問題′jft解決し、方立を省
略し、横材のサイズを小さなものにすることができる取
付構造を得べく種々研究′t−重ね念結果、壁ノ9ネル
の各縦目地部に梁から突出して固定した目地筋を設け、
その画先端に横材を螺止し、壁・Qネルを梁の上・下側
から突設した上・下定規アングルに固設した上・下のボ
ルトヲ介して壁パネルを固定することによって目的を達
し得ることを見出し次。The inventors of the present invention have conducted various studies in order to solve these problems, omit the mullions, and obtain a mounting structure that can reduce the size of the horizontal members. A fixed joint line is provided at each vertical joint part of the beam, protruding from the beam.
By screwing a horizontal member to the tip of the image, and fixing the wall panel through the upper and lower bolts fixed to the upper and lower ruler angles that protrude from the upper and lower sides of the wall and Q panels, the purpose is to The following heading can be reached.
すなわち、本発明は、壁/ぐネルの上・下端側に連続し
て形成される開口部を有するような壁面構造の壁、Qネ
ルの取付構造において、梁の上面及び下面にそれぞれ突
出した上向き定規アングル及び下向き定規アングルを固
設し、隣接する壁パネルとの接合部長手方向端面凹溝部
に相当する位置に目地筋t−L型金具を介して上・下定
規アングルから外方に突設し、該目地筋の各下端部に/
々ネル自重受は横材を支持し、各目地筋の間に壁パネル
を取付け、上・下定規アングルからそれぞれ突設したボ
ルトで壁ノミネルを固定し、目地筋の各上端部に壁パネ
ル支持横材を取付けてなる壁パネルの取付構造である。That is, the present invention provides an installation structure for a wall with a wall structure having openings continuously formed on the upper and lower ends of the wall/wall, and a Q-wall, in which upwardly protruding holes are provided on the upper and lower surfaces of the beam, respectively. Fix the ruler angle and the downward ruler angle, and protrude outward from the upper and lower ruler angles via the joint line T-L type metal fittings at the position corresponding to the concave groove on the longitudinal end of the joint with the adjacent wall panel. and at the bottom end of each joint line.
The wall support supports the cross members, attaches the wall panel between each joint, fixes the wall panel with bolts protruding from the upper and lower ruler angles, and supports the wall panel at the upper end of each joint. This is a wall panel mounting structure with horizontal members attached.
次に、添付の図面に基づいて本発明の詳細な説明する。Next, the present invention will be described in detail based on the accompanying drawings.
第1図は、本発明取付構造の一実施例を示す斜視図、第
2図は、本発明において使用する目地筋の一実施例を示
す斜視図、第3図は、本発明取付構造の一実施例を示す
側面図、第4図は、本発明取付構造の異なる実施例を示
す側面図、第5図は、本発明取付構造のさらに別の実施
例を示す側面図a及び一部切欠き正面図すであろう
1は、パネルであって、たとえば、ALC板、PC板、
軽量コンクリート板、ケイ酸カルシウム板、岩綿、押出
成形板、セメント押出成形板、セラミック板、石膏板な
どのプレファブパネルテアシ、長手方向側面にたとえば
半円形又は台形をし之溝部が設けられている。2は、梁
であって、T型鋼が用いられる。14は、上向き定規ア
ングル、15は、下向き定規アングルであって、壁パネ
ル1全平面状に取付けるために、梁の上・下面にそれぞ
れアングルの一面を梁1の上・下面端から突出するよう
にして溶接などによって固着されている。16は、目地
筋であって、たとえば径9WMφの鉄棒の両端部に雄ネ
ジがきってあって、それぞれナツト17と螺合するよう
にされ、壁パネルlの横巾長さに相応する間隔で一面を
上向き定規アングル】4、下向き定規アングル15の立
上シ面の外面に溶接などで固設されているL型金具18
.19の先端に溶接などで固設されている。なお、目地
筋16とL型金具18゜19とは、壁パネル1長さ、梁
の高さ寸法に合わせて施工前に接合ぴせておいた方が施
工上効率的である。加は、壁パネル固定1ボルトであっ
て、壁パネル1の横巾中央部で壁パネル1′t−貫通し
て固定するように、上向き下向き定規アングル14.1
5に突設されている。21は、壁パネル自重受は横材で
あって、比較的小型のアングル材を使用して各目地筋1
6下部を貫通させ下方からナツト17によって所定の高
さに調整され壁ノ々ネル1の下端側を受けて載置する。Fig. 1 is a perspective view showing an embodiment of the mounting structure of the present invention, Fig. 2 is a perspective view showing an embodiment of joint bars used in the invention, and Fig. 3 is a perspective view of an embodiment of the mounting structure of the present invention. FIG. 4 is a side view showing a different embodiment of the mounting structure of the present invention; FIG. 5 is a side view a and a partial cutout showing still another embodiment of the mounting structure of the present invention. 1 in the front view is a panel, for example, an ALC board, a PC board,
Prefabricated panel tiles such as lightweight concrete boards, calcium silicate boards, rock wool, extruded boards, cement extruded boards, ceramic boards, gypsum boards, etc., with semicircular or trapezoidal grooves provided on the longitudinal sides. . 2 is a beam, and T-type steel is used. Reference numeral 14 indicates an upward ruler angle, and 15 indicates a downward ruler angle. In order to install the wall panel 1 on the entire plane, one side of the angle is made to protrude from the upper and lower ends of the beam 1, respectively, on the upper and lower surfaces of the beam. It is fixed by welding etc. Reference numeral 16 denotes a joint line, for example, an iron rod with a diameter of 9 WMφ has male threads cut at both ends, and is screwed into each nut 17 at intervals corresponding to the width of the wall panel l. Ruler angle with one side facing upward] 4. L-shaped metal fitting 18 fixed by welding etc. to the outer surface of the rising side of the downward ruler angle 15
.. It is fixedly attached to the tip of 19 by welding or the like. Note that it is more efficient in construction if the joint bars 16 and the L-shaped fittings 18 and 19 are joined together before construction in accordance with the length of the wall panel 1 and the height of the beam. In addition, there is one bolt for fixing the wall panel, and an upward and downward ruler angle 14.1 is fixed so as to penetrate through the wall panel 1't at the center of the width of the wall panel 1.
It is protruding from 5. 21, the wall panel self-weight bearing is a horizontal member, and each joint line 1 is made using a relatively small angle material.
6 is passed through the lower part of the wall panel 1, and is adjusted to a predetermined height with a nut 17 from below, and is placed so as to receive the lower end side of the wall groove 1.
ηは、壁ノ々ネル支持横材であって、目地筋16上部を
貫通させ壁パネル1の上端面上に載置されナツト17に
よって固定する。η is a wall support cross member, which passes through the upper part of the joint line 16, is placed on the upper end surface of the wall panel 1, and is fixed with nuts 17.
本発明の壁パネル取付構造はこのように構成されている
ので、壁・にネル自重受は横材21に各目地筋16の下
端部を貫通させてナツト17で所定の水平位置を保持す
るように調整して壁/ぐネル自重受は横材21ヲ設置し
、壁パネル1を目地筋16の間に建て込み、上・下の壁
/′?ネル固定ボルト20によって壁/にネル1を固定
する。ついで、縦目地にモルタルを充填して隣接する壁
パネル1を同様にして固定する。この操作を繰返して行
ない所定枚数の壁パネル1を連設固定した後、連設され
九壁パネル1の上端面にアングル材の壁/qネル支持横
材22′f:各目地筋16の上部全貫通させてそれぞれ
をナツト17で固定する。この操作を繰返し施工して所
望の壁面を形成するものである。Since the wall panel mounting structure of the present invention is configured as described above, the wall/wall wall self-weight support is made to pass through the lower end of each joint line 16 through the horizontal member 21 and to maintain a predetermined horizontal position with the nut 17. After adjusting the wall/wall weight support, install the horizontal member 21, install the wall panel 1 between the joint lines 16, and install the upper and lower walls/'? The flannel 1 is fixed to the wall using flannel fixing bolts 20. Next, vertical joints are filled with mortar and adjacent wall panels 1 are fixed in the same manner. After repeating this operation and fixing a predetermined number of wall panels 1 in a row, an angle material wall/q panel support horizontal member 22'f: the upper part of each joint line 16 Pass it all the way through and fix each one with nuts 17. This operation is repeated to form the desired wall surface.
又、第4図に示すように、壁、Qネル自重受は横材21
及び壁ハネル支持横材nとして壁パネル1の厚さと内寸
が一致するa型鋼の場合には、目地モルタル充填を省略
して乾式で前述と同様にして溝屋鋼材金目地筋16ff
i貫通させてナツト17で固定することによって壁パネ
ル1を取付けることも可能である。In addition, as shown in Figure 4, the wall and Q-nel self-weight support are
In the case of a-type steel whose inner dimensions match the thickness of the wall panel 1 as the wall panel support horizontal material n, the joint mortar filling is omitted and the dry method is used as described above to form Miziya Steel gold joint bars 16ff.
It is also possible to attach the wall panel 1 by passing it through and fixing it with nuts 17.
さらに、第5図に示す側では、第4図の例と同様に壁パ
ネル自重受は横材21及び壁パネル支持機材ηに溝型鋼
を用い、壁パネル1の下面巾方向中央部に第6図に示す
ような中央部に半球形状の突起部23ヲ膨出させた金属
板24ヲ取付けることによって壁パネル1下面と壁パネ
ル自重受は横材21との間に支点25ヲ形成しわずかな
りリアランスを設け、又、壁パネル支持横材nと壁、Q
ネル1上端面との間にグラスクールのようなりッション
材を挾んで実質上わずかにクリアランスを設けるように
したものである。なお、前述の例では、金属板中央部に
半球形状突起物を膨出した金属板を使用し、点状支点と
したが、壁ノ々ネル巾方向中央部において壁パネル1下
面と、壁ノ々ネル自重受は横材21との間にクリアラン
スを保ち得、支点を中心として面内方向に壁ノにネル1
が揺動可能ならば、点状又は線状の種々の形の支点とす
ることができる。Furthermore, on the side shown in FIG. 5, similar to the example shown in FIG. By attaching a metal plate 24 with a hemispherical protrusion 23 bulging out at the center as shown in the figure, a fulcrum 25 is formed between the lower surface of the wall panel 1 and the wall panel self-weight bearing between the horizontal member 21 and the height is slightly reduced. Provide clearance, and also provide wall panel support cross member n and wall, Q
A cushioning material such as glass core is sandwiched between the upper end surface of the flannel 1 and a substantially slight clearance is provided. In the above example, a metal plate with a hemispherical protrusion bulging out at the center of the metal plate was used as a point-shaped fulcrum, but the lower surface of the wall panel 1 and the wall nozzle at the center of the wall width direction were used. The self-weight support for each wall can maintain a clearance between it and the cross member 21, and the wall support can maintain a clearance between the wall member 21 and the wall member 1 in the in-plane direction around the fulcrum.
If it is swingable, it can be used as a fulcrum in various shapes, such as a dot or a line.
したがって、本発明においては、壁パネル自重と開口部
の垂直荷重は、壁パネル下端側の壁パネル自重受は横材
21Kかかシ、/々ネル目地の溝部に配され念目地筋I
6を介して上向き定規アングル14及び下向き定規アン
グル15に伝えられる。開口部が窓枠による場合は、開
口部の荷重は壁、Rネルエの壁パネル自重受は横材21
及び壁パネル支持横材22ヲ介して目地筋16とモルタ
ルによって壁パネル1へ伝えられる。又、壁パネル1に
かかる荷重は、直接、壁パネル1にかかる。さらに、壁
パネル1は、上向き定規アングル14及び下向き定規ア
ングル15に壁、Qネル固定ボルト20で支持されてお
り水平荷重は梁2に伝えられる。なお、各横材21,2
2の水平荷lを壁パネル1に正確に伝えるためには目地
筋16の雄ネジにナラ)17i十分に締め付け、壁パネ
ル1と各横材21,22との間隙を小さくしておくこと
が好ましい。Therefore, in the present invention, the dead weight of the wall panel and the vertical load of the opening are controlled by the dead weight of the wall panel on the lower end side of the wall panel, which is placed in the groove of the cross member 21K or flannel joint.
6 to an upward ruler angle 14 and a downward ruler angle 15. If the opening is based on a window frame, the load on the opening is on the wall, and the weight bearing on the R Nelle wall panel is on the cross member 21.
and is transmitted to the wall panel 1 via the wall panel support cross members 22 by the joint lines 16 and mortar. Further, the load applied to the wall panel 1 is directly applied to the wall panel 1. Further, the wall panel 1 is supported by an upward ruler angle 14 and a downward ruler angle 15 by Q-flank fixing bolts 20, and horizontal loads are transmitted to the beam 2. In addition, each horizontal member 21, 2
In order to accurately transmit the horizontal load l of 2 to the wall panel 1, it is necessary to sufficiently tighten the male threads of the joints 16) and to minimize the gaps between the wall panel 1 and each of the horizontal members 21 and 22. preferable.
又、第5図に示す例では、゛地震などの振動によシ壁パ
ネル】の外周を支持する部材に変形がおこった場合、壁
、Qネル1は面内方向で支点25ヲ中心として個々の壁
パネル1が揺動可能となっているので本発明を用い九非
耐力壁の耐震性を大きくすることができる。In addition, in the example shown in Fig. 5, if the member supporting the outer periphery of the ``wall panel'' is deformed due to vibrations such as an earthquake, the wall, Q panel 1, will be individually rotated in the in-plane direction with the fulcrum 25 as the center. Since the wall panel 1 is swingable, the earthquake resistance of the non-load-bearing wall can be increased using the present invention.
本発明は、壁パネルの目地部に目地筋を梁の上・下面端
部に突設した上向き・下向き定規アングル罠固設し、上
向き・下向き定規アングルに突設した壁パネル固定ボル
トによって固定するようにしたので、方立を省略し得、
壁パネル自重受は横材のサイズを小さくし得るので低価
格の壁面全提供し得、壁パネルの縦目地部に鋼材を露田
せず均一な種木地面を構成し得、なお、各定規アングル
罠固設するボルトは床及び天井の中にあるので隠れ、各
横材はサイズが小さくなるのでアルミニウムサツシなど
窓枠の額縁や開口の時は、笠木や尾垂れで隠すことが可
能となるなど優れ次効果が認められる。The present invention fixes joint lines at the joints of wall panels with upward and downward ruler angle traps that protrude from the upper and lower ends of beams, and fixes them using wall panel fixing bolts that protrude from the upward and downward ruler angles. By doing so, we can omit the mullions,
Since the wall panel self-weight support can reduce the size of the horizontal members, it is possible to provide the entire wall surface at a low cost, and it is possible to construct a uniform seeding ground without exposing steel materials at the vertical joints of the wall panels. The bolts used to secure the angle trap are hidden because they are in the floor and ceiling, and since each cross member is small in size, it is possible to hide it with a cap or tail when opening or opening a window frame such as an aluminum sash. Excellent effects such as:
第1図は、本発明取付構造の一実施例を示す斜視図、第
2図は、本発明において使用する目地筋の一実施例を示
す斜視図、第3図は、本発明取付構造の一実施例を示す
側面図、第4図は、本発明取付構造の異なる実施例を示
す側面図、第5図は、本発明取付構造のさらに別の実施
例を示す側面図へ及び一部切欠き正面図す、第6図は、
第5図の例における支点形成の一例を示す金属板の下面
図d及び側面図、第7図は、壁パネル金使用して上・下
側に開口部を有する壁面の一例を示す斜視図、第8図は
、従来の壁パネル取付構造の一例を示す斜視図である。
1・・・壁パネル、2・・・梁、3・・・窓など開口部
、14・・・上向き定規アングル、15・・・下向き定
規アングル、16・・・目地筋、17・・・ナツト、1
8.19・・・L型金具、田・・・壁パネル固定ボルト
、と・・・壁パネル自重受は横材、ρ・・・壁パネル支
持横材、羽・・・突起部、討・・・金属板、5・・・支
点
特許出願人 株式会社 日 建 設 針面 住友
金属鉱山株式会社Fig. 1 is a perspective view showing an embodiment of the mounting structure of the present invention, Fig. 2 is a perspective view showing an embodiment of joint bars used in the invention, and Fig. 3 is a perspective view of an embodiment of the mounting structure of the present invention. FIG. 4 is a side view showing a different embodiment of the mounting structure of the present invention, and FIG. 5 is a side view showing still another embodiment of the mounting structure of the present invention, with a partial cutaway. The front view is shown in Figure 6.
A bottom view d and a side view of a metal plate showing an example of the formation of a fulcrum in the example of FIG. 5, FIG. FIG. 8 is a perspective view showing an example of a conventional wall panel mounting structure. 1... Wall panel, 2... Beam, 3... Opening such as window, 14... Upward ruler angle, 15... Downward ruler angle, 16... Joint line, 17... Nut ,1
8.19...L-shaped metal fittings, field...wall panel fixing bolts,...wall panel self-weight bearings are horizontal members, ρ...wall panel support horizontal members, feathers...protrusions, ...Metal plate, 5...Fully point Patent applicant: Nihon Kensetsu Co., Ltd. Needle face Sumitomo Metal Mining Co., Ltd.
Claims (1)
を有するような壁面構造の壁パネルの取付構造において
、梁の上面及び下面にそれぞれ突出した上向き定規アン
グル及び下向き定規アングルを固設し、隣設する壁パネ
ルとの接合部長手方向端面凹溝部に相当する位置に目地
筋をL型金具を介して上・下定規アングルから外方に突
設し、該目地筋の各下端部にパネル自重受け横材を支持
し、各目地筋の間に壁パネルを取付け、上・下定規アン
グルからそれぞれ突設したボルトで壁パネルを固定し、
目地筋の各上端部に壁パネル支持横材を取付けてなるこ
とを特徴とする壁パネルの取付構造。1) In a wall panel mounting structure with a wall structure that has openings continuously formed on the upper and lower ends of the wall panel, fix the upward ruler angle and downward ruler angle that protrude from the upper and lower surfaces of the beam, respectively. A joint line is provided at a position corresponding to the concave groove on the longitudinal end surface of the joint with the adjacent wall panel, protruding outward from the upper and lower ruler angles via L-shaped fittings, and the lower ends of each joint line are provided. Support the panel's own weight-bearing cross member at the bottom, install the wall panel between each joint, fix the wall panel with bolts protruding from the upper and lower ruler angles,
A wall panel mounting structure characterized in that a wall panel supporting horizontal member is attached to each upper end of the joint line.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60228495A JPH0639816B2 (en) | 1985-10-14 | 1985-10-14 | Wall panel mounting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60228495A JPH0639816B2 (en) | 1985-10-14 | 1985-10-14 | Wall panel mounting structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6286249A true JPS6286249A (en) | 1987-04-20 |
JPH0639816B2 JPH0639816B2 (en) | 1994-05-25 |
Family
ID=16877351
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60228495A Expired - Lifetime JPH0639816B2 (en) | 1985-10-14 | 1985-10-14 | Wall panel mounting structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0639816B2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5317164U (en) * | 1976-07-22 | 1978-02-14 | ||
JPS59210138A (en) * | 1983-03-26 | 1984-11-28 | 株式会社 大建 | Attachment of wall panel |
-
1985
- 1985-10-14 JP JP60228495A patent/JPH0639816B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5317164U (en) * | 1976-07-22 | 1978-02-14 | ||
JPS59210138A (en) * | 1983-03-26 | 1984-11-28 | 株式会社 大建 | Attachment of wall panel |
Also Published As
Publication number | Publication date |
---|---|
JPH0639816B2 (en) | 1994-05-25 |
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