JPH0762790A - Outer wall panel - Google Patents
Outer wall panelInfo
- Publication number
- JPH0762790A JPH0762790A JP21405193A JP21405193A JPH0762790A JP H0762790 A JPH0762790 A JP H0762790A JP 21405193 A JP21405193 A JP 21405193A JP 21405193 A JP21405193 A JP 21405193A JP H0762790 A JPH0762790 A JP H0762790A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- receiving
- panel
- concrete
- concrete 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
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、受け枠にコンクリート
系パネルを取り付けて構成される外壁パネルに関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an outer wall panel constructed by attaching a concrete panel to a receiving frame.
【0002】[0002]
【従来の技術】従来、外装材にALCパネルのようなコ
ンクリート系パネルを用いる場合、受け枠3の外面にコ
ンクリート系パネル6を固着具にて連結固定して形成さ
れる外壁パネルが用いられる。この外壁パネルは図5に
示されるように一対の横枠1間に所定間隔毎に縦枠2を
架設して形成された受け枠3の外面にコンクリート系パ
ネル6を配置し、図4中×印にて示されるように各縦枠
2にそれぞれコンクリート系パネルをビスまたはボルト
止めによって連結することで構成されている。ここで、
例えば、横枠1の長さ寸法が1800mmである場合、
縦枠2は450mmピッチで一定間隔毎に5本設けられ
ている。2. Description of the Related Art Conventionally, when a concrete panel such as an ALC panel is used as an exterior material, an outer wall panel formed by connecting and fixing a concrete panel 6 to the outer surface of a receiving frame 3 with a fixing tool is used. As shown in FIG. 5, in this outer wall panel, a concrete-based panel 6 is arranged on the outer surface of a receiving frame 3 formed by erection of vertical frames 2 between a pair of horizontal frames 1 at predetermined intervals, and in FIG. As shown by the mark, each vertical frame 2 is formed by connecting concrete panels with screws or bolts. here,
For example, when the length dimension of the horizontal frame 1 is 1800 mm,
Five vertical frames 2 are provided at a pitch of 450 mm at regular intervals.
【0003】[0003]
【発明が解決しようとする課題】しかし、上述のような
従来例にあっては、強度の弱いコンクリート系パネル6
の側端部が側端部に位置する縦枠2に連結固定されるよ
うになっているためにコンクリート系パネル6の側端部
に割れや欠けが発生しやすいという問題があった。ま
た、外壁パネル同士を接続する場合には側端部に位置す
る縦枠2同士を固着具によって相互に連結することで行
われるものであるが、連結時に縦枠2が側方に引っ張ら
れたり、押圧されたりするとこの縦枠2に作用する引っ
張り力や押圧力がそのままコンクリート系パネル6の側
端部に加わることとなり、縦枠2に連結固定されている
コンクリート系パネル3の側端部に割れや欠けが生じる
という問題があった。However, in the conventional example as described above, the concrete panel 6 having low strength is used.
Since the side end of the concrete panel 6 is connected and fixed to the vertical frame 2 located at the side end, there is a problem that the side end of the concrete-based panel 6 is likely to be cracked or chipped. In addition, when connecting the outer wall panels to each other, the vertical frames 2 located at the side ends are connected to each other by a fastener, but the vertical frame 2 is pulled laterally at the time of connection. When being pressed, the pulling force or pressing force acting on the vertical frame 2 is directly applied to the side end of the concrete panel 6, and the side end of the concrete panel 3 connected and fixed to the vertical frame 2 is applied. There was a problem of cracking and chipping.
【0004】本発明は上記問題点の解決を目的とするも
のであり、コンクリート系パネルの側端部に割れや欠け
が生じにくい外壁パネルを提供しようとするものであ
る。The present invention is intended to solve the above problems, and an object of the present invention is to provide an outer wall panel in which a side end portion of a concrete panel is less likely to be cracked or chipped.
【0005】[0005]
【課題を解決するための手段】本発明では、上記目的を
達成するために、一対の横枠1の両端部間に縦枠2を架
設してロ字状の受け枠3を形成し、各縦枠2の内側に位
置するように各横枠1の端部間に受け桟4を架設し、縦
枠2と受け桟4との間の間隔よりも大きい間隔で受け桟
4の内側に位置するように各横枠1間に一定間隔で複数
の支持桟5を架設し、受け枠3の外面に配設されたコン
クリート系パネル6を固着具にて受け桟4と支持桟5に
連結固定したものである。According to the present invention, in order to achieve the above object, a vertical frame 2 is provided between both ends of a pair of horizontal frames 1 to form a square receiving frame 3. A receiving rail 4 is installed between the ends of each horizontal frame 1 so as to be located inside the vertical frame 2, and is positioned inside the receiving rail 4 at a distance larger than the distance between the vertical frame 2 and the receiving rail 4. A plurality of support bars 5 are installed between the horizontal frames 1 at regular intervals so that the concrete panel 6 arranged on the outer surface of the receiving frame 3 is fixedly connected to the receiving bars 4 and the supporting bars 5 by a fixing tool. It was done.
【0006】[0006]
【作用】しかして、強度の弱いコンクリート系パネル6
の側端部が受け枠3に連結固定されることなくコンクリ
ート系パネル6が受け枠3に取り付けられるものであ
り、受け枠3にコンクリート系パネル6を連結固定して
形成される外壁パネルにおいて、コンクリート系パネル
6の側端部に割れや欠けが発生しない外壁パネルとする
ことができる。[Function] However, the concrete panel 6 having weak strength
The concrete system panel 6 is attached to the receiving frame 3 without connecting and fixing the side end portion of the concrete system panel 6 to the receiving frame 3, and in the outer wall panel formed by connecting and fixing the concrete system panel 6 to the receiving frame 3. It is possible to use an outer wall panel in which cracks or chips do not occur at the side edges of the concrete-based panel 6.
【0007】[0007]
【実施例】以下、本発明を図示された実施例に基づいて
詳述する。外壁パネルは図2に示されるような保持枠7
の外面にALCパネルのようなコンクリート系パネル6
を連結固定して主体が構成されている。保持枠7は図2
に示されるようにロ字状に形成された受け枠3と、受け
枠3に取り付けられる受け桟4及び支持桟5とによって
主体が構成されており、受け枠3は一対の横枠1の両端
部間に縦枠2を架設して形成されている。受け枠3を構
成する各縦枠2の内側に位置するように各横枠1の端部
間に受け桟4が架設されており、縦枠2と受け桟4との
間の間隔よりも大きい間隔で受け桟4の内側に位置する
ように各横枠1間に一定間隔で複数の支持桟5が架設さ
れている。ここで、受け枠3と受け桟4と支持桟5とで
構成される保持枠7の構成寸法としては、例えば、横枠
1が1800mmである場合、受け桟4は縦枠2より2
25mm離すようにして縦枠2の内側に配置されてお
り、受け桟4の内側に配置される支持桟5は450mm
ピッチで一定間隔毎に2本配置されている。The present invention will be described below in detail based on the illustrated embodiments. The outer wall panel is a holding frame 7 as shown in FIG.
A concrete panel 6 such as an ALC panel on the outer surface of the
The main body is configured by connecting and fixing. The holding frame 7 is shown in FIG.
As shown in FIG. 2, the main body is constituted by a receiving frame 3 formed in a square shape, and a receiving bar 4 and a supporting bar 5 attached to the receiving frame 3, and the receiving frame 3 is formed on both ends of a pair of horizontal frames 1. A vertical frame 2 is built between the parts. A receiving rail 4 is installed between the end portions of each horizontal frame 1 so as to be located inside each vertical frame 2 that constitutes the receiving frame 3, and is larger than the distance between the vertical frame 2 and the receiving rail 4. A plurality of support bars 5 are provided at a constant interval between the horizontal frames 1 so as to be positioned inside the receiving bars 4 at intervals. Here, regarding the constitutional dimensions of the holding frame 7 composed of the receiving frame 3, the receiving bar 4, and the supporting bar 5, for example, when the horizontal frame 1 is 1800 mm, the receiving bar 4 is more than the vertical frame 2.
The support bars 5 are arranged inside the vertical frame 2 with a distance of 25 mm, and the support bars 5 arranged inside the receiving bar 4 are 450 mm.
Two pieces are arranged at regular intervals at a pitch.
【0008】保持枠7の外面には受け枠3の各縦枠2間
にわたってコンクリート系パネル6が配置されており、
このコンクリート系パネル6は固着具によって受け桟4
及び支持桟5に連結固定することで保持枠7に取り付け
られている。つまり、コンクリート系パネル6は受け桟
4と支持桟5に連結固定することで割れや欠けが発生し
やすい強度の弱い側端部を避けて固着具によって保持枠
7に連結固定されており、横枠1と縦枠2とで構成され
る受け枠3には連結固定されないようになっている。図
中×印によって固着具による連結位置を示している。こ
こで、コンクリート系パネル6の端部が連結固定される
こととなる受け桟4の配置位置としてはコンクリート系
パネル6の側端部が配置されることとなる縦枠2から5
0mm以上離す位置であればコンクリート系パネル6の
端部に割れや欠けが発生することなくコンクリート系パ
ネル6の端部を固着具によって連結固定することができ
るものである。On the outer surface of the holding frame 7, concrete panels 6 are arranged across the vertical frames 2 of the receiving frame 3,
This concrete panel 6 is attached to the receiving bar 4 by a fixing tool.
Also, it is attached to the holding frame 7 by being connected and fixed to the support bar 5. In other words, the concrete panel 6 is connected and fixed to the holding frame 7 by a fixing device while avoiding the side end portion where the strength is weak, which is easily cracked or chipped by connecting and fixing the receiving bar 4 and the supporting bar 5. The receiving frame 3 composed of the frame 1 and the vertical frame 2 is not connected and fixed. In the figure, the crosses indicate the connecting positions by the fasteners. Here, the positions of the receiving bars 4 to which the ends of the concrete panel 6 are connected and fixed are the vertical frames 2 to 5 where the side ends of the concrete panel 6 are to be arranged.
If the positions are separated by 0 mm or more, the end of the concrete-based panel 6 can be connected and fixed with a fixing tool without cracking or chipping at the end of the concrete-based panel 6.
【0009】図示された実施例にあってはコンクリート
系パネル6は保持枠7に対して4枚取り付けられたもの
が示されているが、このもののみに限定されるものでは
なく、4枚以上または4枚以下であってもよいものであ
る。また、一枚もののコンクリート系パネル6を用いる
ようにしてもよい。外壁パネルを隣合うように連結する
場合には図3に示されるように各外壁パネルの縦枠2同
士を固着具8によって相互に連結することで行われるも
のてあるが、固着具8による連結時に縦枠2に引っ張り
力や押圧力が加わったとしてもコンクリート系パネル6
は縦枠2に連結固定されていないので、縦枠2に作用す
る引っ張り力や押圧力がコンクリート系パネル6の側端
部に作用することがなく、外壁パネル同士を隣合うよう
に連結する場合にコンクリート系パネル6の側端部に割
れや欠けが発生するというようなことがないものであ
る。In the illustrated embodiment, four concrete panels 6 are shown attached to the holding frame 7, but the present invention is not limited to this, and four or more concrete panels are provided. Alternatively, the number of sheets may be four or less. Alternatively, a single concrete panel 6 may be used. When connecting the outer wall panels so that they are adjacent to each other, the vertical frames 2 of the outer wall panels are connected to each other by the fasteners 8 as shown in FIG. Even if the vertical frame 2 is sometimes subjected to a pulling force or a pressing force, the concrete panel 6
Is not connected and fixed to the vertical frame 2, so that the pulling force and the pressing force that act on the vertical frame 2 do not act on the side ends of the concrete-based panel 6 and the outer wall panels are connected next to each other. In addition, no cracks or chips occur at the side edges of the concrete panel 6.
【0010】[0010]
【発明の効果】本発明は上述のように、一対の横枠の両
端部間に縦枠を架設してロ字状の受け枠を形成し、各縦
枠の内側に位置するように各横枠の端部間に受け桟を架
設し、縦枠と受け桟との間の間隔よりも大きい間隔で受
け桟の内側に位置するように各横枠間に一定間隔で複数
の支持桟を架設し、受け枠の外面に配設されたコンクリ
ート系パネルを固着具にて受け桟と支持桟に連結固定し
てあるので、強度の弱いコンクリート系パネルの側端部
を受け枠に連結固定することなく受け枠にコンクリート
系パネルを取り付けることができ、コンクリート系パネ
ルの側端部に割れや欠けの生じにくい外壁パネルを提供
することができるものである。また、受け枠の縦枠同士
を相互に連結して外壁パネル同士を隣合うように連結す
るような場合、連結時に縦枠に作用する引っ張り力や押
圧力がコンクリート系パネルの側端部に作用することが
ないものであり、コンクリート系パネルの側端部に割れ
や欠けが生じるようなことなく外壁パネル同士を隣合う
ように接続することができるものである。As described above, according to the present invention, a vertical frame is provided between both ends of a pair of horizontal frames to form a square-shaped receiving frame, and each horizontal frame is positioned inside each vertical frame. The receiving bars are installed between the ends of the frame, and multiple supporting bars are installed at regular intervals between the horizontal frames so that they are located inside the receiving bars at intervals larger than the distance between the vertical frame and the receiving bars. However, since the concrete panel arranged on the outer surface of the receiving frame is connected and fixed to the receiving bar and the supporting bar with a fixing tool, the side end of the concrete panel with weak strength should be connected and fixed to the receiving frame. Therefore, the concrete panel can be attached to the receiving frame without any trouble, and the outer wall panel in which the side end portion of the concrete panel is not easily cracked or chipped can be provided. In addition, when connecting the vertical frames of the receiving frame to each other so that the outer wall panels are adjacent to each other, the pulling force or pressing force that acts on the vertical frame at the time of connection acts on the side edge of the concrete panel. The outer wall panels can be connected next to each other without causing cracks or chips at the side edges of the concrete-based panels.
【図1】本発明の一実施例を示すものであり、(a)は
正面図、(b)は側面図である。1A and 1B show an embodiment of the present invention, in which FIG. 1A is a front view and FIG. 1B is a side view.
【図2】受け枠を示すものであり、(a)は正面図、
(b)は側面図である。FIG. 2 shows a receiving frame, (a) is a front view,
(B) is a side view.
【図3】受け枠同士の接合状態を示す部分正面図であ
る。FIG. 3 is a partial front view showing how the receiving frames are joined together.
【図4】従来例を示すものであり、(a)は正面図、
(b)は側面図である。FIG. 4 shows a conventional example, (a) is a front view,
(B) is a side view.
【図5】同上に用いられる受け枠を示すものであり、
(a)は正面図、(b)は側面図である。FIG. 5 is a view showing a receiving frame used in the above,
(A) is a front view and (b) is a side view.
1 横枠 2 縦枠 3 受け枠 4 受け桟 5 支持桟 6 コンクリート系パネル 1 horizontal frame 2 vertical frame 3 receiving frame 4 receiving bar 5 supporting bar 6 concrete panel
Claims (1)
ロ字状の受け枠を形成し、各縦枠の内側に位置するよう
に各横枠の端部間に受け桟を架設し、縦枠と受け桟との
間の間隔よりも大きい間隔で受け桟の内側に位置するよ
うに各横枠間に一定間隔で複数の支持桟を架設し、受け
枠の外面に配設されたコンクリート系パネルを固着具に
て受け桟と支持桟に連結固定して成ることを特徴とする
外壁パネル。1. A vertical frame is erected between both ends of a pair of horizontal frames to form a square-shaped receiving frame, and a receiving bar is provided between the ends of each horizontal frame so as to be located inside each vertical frame. A plurality of support bars are installed at regular intervals between each horizontal frame so that they are located inside the receiving bar at a distance larger than the distance between the vertical frame and the receiving bar, and they are placed on the outer surface of the receiving frame. An outer wall panel characterized by connecting and fixing the installed concrete panel to a receiving bar and a supporting bar with a fastener.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5214051A JPH0823188B2 (en) | 1993-08-30 | 1993-08-30 | Exterior wall panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5214051A JPH0823188B2 (en) | 1993-08-30 | 1993-08-30 | Exterior wall panel |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0762790A true JPH0762790A (en) | 1995-03-07 |
JPH0823188B2 JPH0823188B2 (en) | 1996-03-06 |
Family
ID=16649454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5214051A Expired - Fee Related JPH0823188B2 (en) | 1993-08-30 | 1993-08-30 | Exterior wall panel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0823188B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0988207A (en) * | 1995-09-28 | 1997-03-31 | Natl House Ind Co Ltd | External-wall panel |
-
1993
- 1993-08-30 JP JP5214051A patent/JPH0823188B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0988207A (en) * | 1995-09-28 | 1997-03-31 | Natl House Ind Co Ltd | External-wall panel |
Also Published As
Publication number | Publication date |
---|---|
JPH0823188B2 (en) | 1996-03-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0345275B1 (en) | Improvements in or relating to elongate hollow structural members | |
JP2719124B2 (en) | Panels and panel structures | |
WO2008047903A1 (en) | Forms structure, panel support material, panel support material for internal corner, panel support material for external corner and construction method of forms | |
US4640076A (en) | Assembly system with clip for installing marble panels | |
JPH0762790A (en) | Outer wall panel | |
KR100438756B1 (en) | Fixer assembly for insulation of building | |
KR100799176B1 (en) | Form panels using intersection of breast wall including insulation | |
JP2002030788A (en) | Outdoor floor laying method and outdoor floor laying structure | |
JPH0222435Y2 (en) | ||
JPH06173415A (en) | External wall panel fitting metal and construction thereof | |
JPH084289A (en) | Form timbering member | |
WO2002008535A2 (en) | Multipurpose modular concrete form | |
JP3358174B2 (en) | Slab structure | |
JP3714669B2 (en) | Unit room split ceiling connection structure | |
JPH05340013A (en) | Concrete constructing method, runner for construction and construction structure | |
JP2588653Y2 (en) | Mounting brackets such as cosmetic louvers | |
JP3750093B2 (en) | Formwork equipment for concrete wall construction | |
JPH10266458A (en) | Rectangular pipe material for building | |
JPH08312025A (en) | Fixing structure of wall panel | |
JPH0647081Y2 (en) | Formwork panel connection structure and formwork panel used for this | |
JP2514051Y2 (en) | Floor structure | |
JP2002194882A (en) | Floor laying structure | |
AU2006207846B2 (en) | Wall cladding | |
JPH0352895Y2 (en) | ||
SU1761886A1 (en) | Connecting member |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19960903 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090306 Year of fee payment: 13 |
|
LAPS | Cancellation because of no payment of annual fees |