JPS628253Y2 - - Google Patents

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Publication number
JPS628253Y2
JPS628253Y2 JP16205780U JP16205780U JPS628253Y2 JP S628253 Y2 JPS628253 Y2 JP S628253Y2 JP 16205780 U JP16205780 U JP 16205780U JP 16205780 U JP16205780 U JP 16205780U JP S628253 Y2 JPS628253 Y2 JP S628253Y2
Authority
JP
Japan
Prior art keywords
panel
panels
fitting
fixed
joint fitting
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
Application number
JP16205780U
Other languages
Japanese (ja)
Other versions
JPS5784212U (en
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
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Priority to JP16205780U priority Critical patent/JPS628253Y2/ja
Publication of JPS5784212U publication Critical patent/JPS5784212U/ja
Application granted granted Critical
Publication of JPS628253Y2 publication Critical patent/JPS628253Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案はカーテンウオールにおけるパネル等の
取付けに使用する接合金具に関するものである。
[Detailed Description of the Invention] The present invention relates to a joining fitting used for attaching panels, etc. to a curtain wall.

階高相当長さのパネルをカーテンウオール形式
で施工する場合、縦方向に大きな断面の補強が必
要であり、自重が重くなるのでフアスナー等の吊
金具が大きくなり、下地(補強部材)も含めてコ
ストアツプになる欠点があつた。
When constructing panels with a length equivalent to the floor height in the form of a curtain wall, it is necessary to reinforce a large cross section in the vertical direction, which increases its own weight, so the hanging hardware such as fasteners becomes large, and the length including the base (reinforcing material) is also increased. It had the disadvantage of increasing costs.

一方、カーテンウオール形式からスパンドレル
ベタ貼形式(鉄骨にパネルをビス止めする)にす
ると現場でのビス打ち作業が何万本という本数に
なり取付け作業が大変である。
On the other hand, when changing from the curtain wall type to the spandrel solid type (where the panels are screwed to the steel frame), the installation work is difficult because tens of thousands of screws must be driven on site.

従来法を第1,2図について説明すると、一方
のパネルAは側壁Bを直角に折曲げて形成する。
他方のパネルA′は直角に折曲げた側壁Bから更
にパネル面と平行な連結片Cを設けている。そし
て、両パネルA,A′の両端縦方向にリツプ付溝
形をした補強部材D,……をビスE,……で側壁
Bに夫々固定する。又、一方のパネルAに固定す
る補強部材Eには縦方向に亘つて鍵形をした連結
材Fを溶接で固定し、この連結材Fと前記連結片
CとをビスG,……で固定することにより両パネ
ルA,A′を連結し、連結片C上に充填材Hを充
填した後、両パネルA,A′間にシール材Iを嵌
合して気密及び水密を保持するようになつてい
た。
The conventional method will be explained with reference to FIGS. 1 and 2. One panel A is formed by bending a side wall B at a right angle.
The other panel A' is further provided with a connecting piece C parallel to the panel surface from a side wall B bent at a right angle. Then, reinforcing members D, . . . , which are groove-shaped with lips in the vertical direction at both ends of both panels A, A', are fixed to the side wall B, respectively, with screws E, . In addition, a key-shaped connecting member F is fixed by welding in the vertical direction to the reinforcing member E fixed to one panel A, and this connecting member F and the connecting piece C are fixed with screws G, . . . After connecting both panels A and A' and filling the connecting piece C with filler H, sealing material I is fitted between both panels A and A' to maintain airtightness and watertightness. I was getting used to it.

従来は前記のように構成していたため、補強部
材Eの重量が重く、フアスナー等の吊金具に大き
なものを必要とする。更に撓みが大きい欠点があ
り、又、両パネルA,A′間の間隔がかならずし
も一定でないため、パネルA′と補強部材Eとの
間にライナーを介在させて連結材Fと連結できる
ようにする必要がある。又、連結片Cと連結材F
との結合はかならず現場でビス止めする必要があ
る。それ故、現場での作業が多数必要となり、且
つ建物の動揺や熱膨張、収縮等に対処することが
できなかつた。
Since the conventional structure was as described above, the weight of the reinforcing member E was heavy, and a large hanging fitting such as a fastener was required. Furthermore, since it has the disadvantage of large deflection, and the distance between both panels A and A' is not always constant, a liner is interposed between panel A' and reinforcing member E so that it can be connected to connecting member F. There is a need. In addition, the connecting piece C and the connecting member F
It is necessary to secure the connection with screws on site. Therefore, a lot of on-site work was required, and it was not possible to deal with the shaking of the building, thermal expansion, contraction, etc.

本考案は前記従来の欠点に鑑み、現場でのビス
止め作業をなくし、軽量で且つ撓みを小さくする
ことができ、且つ建物の動揺や熱膨張、収縮の際
に移動させることにより対処することができる。
カーテンウオールにおけるパネルの接合金具を提
供するのが目的である。
In view of the above-mentioned drawbacks of the conventional technology, the present invention eliminates the need for screw fixing work on site, is lightweight, has less deflection, and can be moved when the building oscillates or thermally expands or contracts. can.
The object is to provide a joining fitting for panels in a curtain wall.

本考案の構成を第3図乃至第6図に示す第1実
施例に基き詳細に説明すると、パネルA,A′は
共に直角に折曲げて側壁1,1′を形成し、その
側壁1,1′の端に中央側に向つて窪んだ嵌合溝
2,2′を全面に設け、一方の嵌合溝2に雄接合
具3を固定し、他方の嵌合溝2に雌接合具4を固
定する。
The structure of the present invention will be explained in detail based on the first embodiment shown in FIGS. 3 to 6. Panels A and A' are both bent at right angles to form side walls 1 and 1'. Fitting grooves 2, 2' recessed toward the center are provided on the entire surface of the end of the 1', and a male connector 3 is fixed to one of the grooves 2, and a female connector 4 is fixed to the other groove 2. to be fixed.

雄接合具3は第6図に示すように、矩形状をし
た基台5の両端を除いて凸状をした突出部6を長
手方向に設け、両端に夫々2個の透孔7,……を
設けてビス8,……により嵌合溝2の底壁に固定
する。
As shown in FIG. 6, the male connector 3 has a rectangular base 5 with convex protrusions 6 in the longitudinal direction except for both ends, and two through holes 7 at each end. are provided and fixed to the bottom wall of the fitting groove 2 with screws 8, .

雌接合具4は第5図に示すように、矩形状をし
た基台9の両端を除いて長手方向の両側に接合片
10,10′を間隔をおいて突設して内面を摺動
面とした接合嵌合溝11を設け、両端に夫々2個
の透孔12,……に設けてビス8,……により嵌
合溝2′の底壁に固定する。
As shown in FIG. 5, the female connector 4 has a rectangular base 9 with joint pieces 10, 10' protruding at intervals on both sides of the base 9 in the longitudinal direction except for both ends, and the inner surface is a sliding surface. A joint fitting groove 11 is provided, and two through holes 12, .

前記のように構成した雄接合具3及び雌接合具
4は夫々パネルA,A′の長手方向(縦方向)に
間隔をおいて2個所に固定し、雄接合具3の突出
部6を雌接合具4の接合嵌合溝11内に挿入して
両パネルA,A′を接続する。
The male connector 3 and the female connector 4 configured as described above are fixed at two locations spaced apart from each other in the longitudinal direction (vertical direction) of panels A and A', respectively, and the protrusion 6 of the male connector 3 is fixed to the female connector. It is inserted into the joint fitting groove 11 of the joint tool 4 to connect both panels A and A'.

尚、第4図中13,13′は夫々取付部材で乙
字形に形成し、雌雄接合具4,3を嵌合溝2,
2′に固定する際、ビス8……で共に固定する。
そして、取付部材13,13′を躯体14に固定
した鉄筋15に溶接で固定する。
In addition, 13 and 13' in FIG. 4 are mounting members formed in an O-shape, respectively, and the male and female connectors 4 and 3 are inserted into the fitting grooves 2 and 3, respectively.
When fixing it to 2', fix it together with screw 8...
Then, the mounting members 13, 13' are fixed to the reinforcing bars 15 fixed to the frame 14 by welding.

尚、図中Hは充填材、Iはシール材である。 In addition, in the figure, H is a filler material, and I is a sealing material.

本実施例は前記のように構成したもので、工場
にて雌雄接合具3,4及び取付部材13,13′
をビス8,……にて固定し、現場において雄接合
具3の突出部6を接合嵌合溝11に嵌合する。
This embodiment is constructed as described above, and the female and male connectors 3, 4 and mounting members 13, 13' are assembled at the factory.
are fixed with screws 8, .

したがつて、現場においては従来のようにビス
止め作業を必要としない。それ故、施工時間が短
時間で良い。又、長手方向に対して1個所及至2
個所で結合するのみであるから重量が軽くフアス
ナー等の吊金具が小さくて済む。
Therefore, there is no need for screw fixing work at the site as in the conventional case. Therefore, the construction time is short. Also, 1 to 2 locations in the longitudinal direction.
Since it is only connected at certain points, it is light in weight and requires small hanging fittings such as fasteners.

更に、両パネルA,A′の間隔に誤差が生じて
も従来のように調整のためのライナー等は必要と
しない。
Furthermore, even if an error occurs in the distance between the panels A and A', there is no need for a liner or the like for adjustment as in the conventional case.

又、パネルA,A′が建物の動揺や熱膨脹、収
縮等により接合部分が変化しても雌接合金具4に
は接合嵌合溝11に摺動面を形成しているので、
突出部6を移動させて、熱膨脹による伸縮及び振
動による移動に対処することができる。
In addition, even if the joint parts of panels A and A' change due to the shaking of the building, thermal expansion, contraction, etc., the female joint fitting 4 has a sliding surface in the joint fitting groove 11.
The protrusion 6 can be moved to cope with expansion and contraction due to thermal expansion and movement due to vibration.

従来は曲げ寸法が異なるパネルが嵌合うため曲
げ形材がパネル一枚の左右で異なつていたが同一
形材にすることが出来工場の加工性が大巾に向上
している。
Previously, panels with different bending dimensions were fitted together, so the bent shapes were different on the left and right sides of a single panel, but now the same shape can be used, greatly improving workability in the factory.

更に又、接合嵌合溝11は長手方向側も開放さ
れているため、接続作業を簡単に行うことができ
る。
Furthermore, since the joint fitting groove 11 is also open on the longitudinal side, the connection work can be easily performed.

尚、2個所の取付部材13,13′で支持する
ことになるのでパネルの撓みが非常に小さくな
る。必要に応じて3個所以上で支持することもで
きる。
Note that since the panel is supported by two mounting members 13 and 13', the deflection of the panel is extremely small. It can also be supported at three or more locations if necessary.

次に第7図に示す第2実施例を説明すると、一
方のパネルA′は第1図と同様に側壁1′の下端に
嵌合溝2を設ける。他方のパネルAの側壁1は傾
斜面17を設け、この傾斜面17の下端をL字形
に折曲げて形成する。
Next, a second embodiment shown in FIG. 7 will be described. One panel A' is provided with a fitting groove 2 at the lower end of the side wall 1' as in FIG. 1. The side wall 1 of the other panel A is provided with an inclined surface 17, and the lower end of this inclined surface 17 is bent into an L shape.

雌接合金具4はコ字形に形成し、接合嵌合溝1
1を形成する両側片18,18の開放端を内側に
鋭角に折曲げて係止片19,19を形成してい
る。この雌接合金具4は嵌合溝2に係止片19,
19が突出するように複数個のビス8,……で固
定する。
The female joint fitting 4 is formed in a U-shape, and the joint fitting groove 1
The locking pieces 19, 19 are formed by bending the open ends of the side pieces 18, 18 forming the holder 1 inward at an acute angle. This female joint fitting 4 has a locking piece 19 in the fitting groove 2,
Fix with a plurality of screws 8, . . . so that 19 protrudes.

又、雄接合金具3は前記雌接合金具4よりも巾
の小さいコ字形に形成し、その両側片20,20
で形成する突出部6の開放端を外側に鋭角に折曲
げて係止片21,21を形成している。そして、
開放端を外側にして雄接合金具3を、側壁1の裏
面に位置する裏板16と共に複数個のビス8,…
…で固定する。
Further, the male connecting metal fitting 3 is formed into a U-shape smaller in width than the female connecting metal fitting 4, and the two side pieces 20, 20
The locking pieces 21, 21 are formed by bending the open end of the protrusion 6 outward at an acute angle. and,
Connect the male joint fitting 3 with the open end outward, together with the back plate 16 located on the back side of the side wall 1, and a plurality of screws 8,...
Fix it with...

雄接合金具3は突出部6を雌接合金具4の接合
嵌合溝11内に挿入して両パネルA,A′を接続
する。
The protrusion 6 of the male connector 3 is inserted into the joint fitting groove 11 of the female connector 4 to connect both panels A and A'.

本実施例においては係止片19,19のスプリ
ング作用により強固に接続され、接続後は係止片
19,19と21,21とにより離脱するような
ことがない。
In this embodiment, the locking pieces 19, 19 are firmly connected by the spring action of the locking pieces 19, 19, and after the connection, the locking pieces 19, 19 and 21, 21 prevent them from coming apart.

次に第8図に示す第3実施例を説明すると、両
パネルA,A′は共に短かい側壁1,1′を設け
る。そして、側壁1,1′の裏面に雄接合金具3
と雌接合金具4を夫々複数個のビス8,……で固
定する。
Next, referring to the third embodiment shown in FIG. 8, both panels A and A' are provided with short side walls 1 and 1'. Then, a male joint fitting 3 is attached to the back side of the side walls 1 and 1'.
and the female joint fitting 4 are each fixed with a plurality of screws 8, .

雄接合金具3は溝形に形成し、反開放側に間隔
をおいて側片20,20を突設して突出部6を形
成し、両側片20,20の先端外側に隆起部2
2,22を突設している。
The male joint fitting 3 is formed into a groove shape, and has side pieces 20, 20 protruding at intervals on the opposite side to form a protrusion 6, and a protrusion 2 on the outside of the tips of the side pieces 20, 20.
2 and 22 are provided protrudingly.

雌接合金具4は溝形部23の一方の端面からT
字形をした部材24を突設して接合嵌合溝11を
形成している。
The female joint fitting 4 is connected to the T from one end surface of the groove portion 23.
A joint fitting groove 11 is formed by protruding a member 24 having a letter shape.

前記の接合嵌合溝11内に突出部6を嵌合し、
隆起部22,22によるスプリング作用で強固に
接続させる。
Fitting the protrusion 6 into the joint fitting groove 11,
The spring action of the raised portions 22, 22 provides a strong connection.

本考案は前記のような構成、作用用を有するか
ら、現場においては従来のようにビス止め作業を
必要としないので、施工時間が短かく、両パネル
A,A′の間隔に誤差が生じても従来のように調
整のためのライナー等を必要としない。
Since the present device has the above-mentioned structure and function, it does not require screw fastening work as in the past on site, so construction time is short, and even if an error occurs in the spacing between the two panels A and A', no liners or the like are required for adjustment as in the past.

又、パネルA,A′が建物の動揺や熱膨張、収
縮等により接合部分が変化しても、突出部の移動
により変化に十分対処させることができる。
Furthermore, even if the joints of the panels A and A' change due to vibrations of the building, thermal expansion, contraction, etc., the changes can be sufficiently coped with by moving the protrusions.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来のパネル接合状態を示す正面図、
第2図その横断平面図、第3図は本考案に係るカ
ーテンウオールにおけるパネルの接合金具の第1
実施例を示す正面図、第4図はその横断平面図、
第5図は雌接合金具の斜視図、第6図は雄接合金
具の斜視図、第7図は第2実施例の横断平面図、
第8図は第3実施例の横断平面図を夫々示す。 尚、図中A,A′はパネル、1,1′は側壁、3
は雄接合金具、4は雌接合金具、6は突出部、1
1は接合嵌合溝である。
Figure 1 is a front view showing the conventional panel joining state;
Fig. 2 is a cross-sectional plan view thereof, and Fig. 3 is a first cross-sectional plan view of the panel joining fittings in the curtain wall according to the present invention.
A front view showing the embodiment, FIG. 4 is a cross-sectional plan view thereof,
FIG. 5 is a perspective view of the female joint fitting, FIG. 6 is a perspective view of the male joint fitting, and FIG. 7 is a cross-sectional plan view of the second embodiment.
FIG. 8 shows a cross-sectional plan view of the third embodiment. In the figure, A and A' are panels, 1 and 1' are side walls, and 3
is a male joining metal fitting, 4 is a female joining metal fitting, 6 is a protrusion, 1
1 is a joint fitting groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] パネルAの側壁1に対向するパネルA′側に突
出する突出部6を有する雄接合金具3を固定し、
他方のパネルA′の側壁1′に、前記突出部6を移
動自在に嵌合する摺動面を有する接合嵌合溝11
をパネルA′の内側に窪ませ且つ長手方向を開放
して形成した雌接合金具4を設けて成るカーテン
ウオールにおけるパネルの接合金具。
A male joining fitting 3 having a protrusion 6 protruding toward the panel A' side opposite to the side wall 1 of the panel A is fixed,
A joint fitting groove 11 having a sliding surface in which the protrusion 6 is movably fitted in the side wall 1' of the other panel A'.
A joining fitting for a panel in a curtain wall, which is provided with a female joining fitting 4 formed by recessing the inside of panel A' and opening it in the longitudinal direction.
JP16205780U 1980-11-14 1980-11-14 Expired JPS628253Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16205780U JPS628253Y2 (en) 1980-11-14 1980-11-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16205780U JPS628253Y2 (en) 1980-11-14 1980-11-14

Publications (2)

Publication Number Publication Date
JPS5784212U JPS5784212U (en) 1982-05-25
JPS628253Y2 true JPS628253Y2 (en) 1987-02-26

Family

ID=29520944

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16205780U Expired JPS628253Y2 (en) 1980-11-14 1980-11-14

Country Status (1)

Country Link
JP (1) JPS628253Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127778A (en) * 2006-11-17 2008-06-05 Takiron Co Ltd Permanent form for concrete
JP5272586B2 (en) * 2008-09-01 2013-08-28 積水ハウス株式会社 Entry / exit slot structure and joining method

Also Published As

Publication number Publication date
JPS5784212U (en) 1982-05-25

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