JPS5854519Y2 - Concrete receiving plate joint fittings - Google Patents

Concrete receiving plate joint fittings

Info

Publication number
JPS5854519Y2
JPS5854519Y2 JP1978008209U JP820978U JPS5854519Y2 JP S5854519 Y2 JPS5854519 Y2 JP S5854519Y2 JP 1978008209 U JP1978008209 U JP 1978008209U JP 820978 U JP820978 U JP 820978U JP S5854519 Y2 JPS5854519 Y2 JP S5854519Y2
Authority
JP
Japan
Prior art keywords
plate
concrete
receiving plate
concrete receiving
channel receiving
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
JP1978008209U
Other languages
Japanese (ja)
Other versions
JPS54111920U (en
Inventor
昭一 伊野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1978008209U priority Critical patent/JPS5854519Y2/en
Publication of JPS54111920U publication Critical patent/JPS54111920U/ja
Application granted granted Critical
Publication of JPS5854519Y2 publication Critical patent/JPS5854519Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案はコンクリート受板を簡単に釘打することなくさ
ん木に対して正しい突合せ状態に止着するコンクリート
受板の継合金具に係るものにして、添付図面を参照に詳
述すると次の通りである。
[Detailed description of the invention] The present invention relates to a joint fitting for a concrete receiving plate that fixes the concrete receiving plate in the correct butt state against the perforated wood without simply nailing the plate.Please refer to the attached drawings. The details are as follows.

さん木1に止着するコンクリート受板2(普通12mm
程度のベニヤ板が多用される)の厚さに等しい挟着間隔
を有する断面コ字状に折曲したチャンネル受枠3の上下
に同様なチャンネル受枠3を反対向きにして背壁を連続
せしめて連設する。
Concrete receiving plate 2 (normally 12mm) fixed to sanding board 1
Similar channel receiving frames 3 are placed above and below a channel receiving frame 3 bent in a U-shape in cross section with a sandwiching interval equal to the thickness of a plywood board (often made of plywood board of about do.

この中間のチャンネル受枠3の中程側方にさん木1の側
面巾の長さを有する主板4を連設する。
A main plate 4 having a length equal to the side width of the sander 1 is provided in series at the middle side of this intermediate channel receiving frame 3.

図面のものは、チャンネル受枠3の背面と同一平面位置
に突設しているが、少しずらして突設して1本の桟木で
左右のコンクリート受板2の両縁を支承せしめても同様
である。
In the drawing, the channel support frame 3 is protruded in the same plane as the back surface of the channel support frame 3, but the same effect can be obtained by protruding it slightly offset and supporting both edges of the left and right concrete support plates 2 with a single crosspiece. be.

この主板4の先端に係止板5を直角に連設する。A locking plate 5 is connected to the tip of the main plate 4 at right angles.

尚係止板5には内側にささくれが立つ係止孔6を穿設す
る。
The locking plate 5 is provided with a locking hole 6 with a hangnail on the inside.

第4図は使用状態を示すもので、継合しない最端のパネ
ル板2の外端部に使用する継合金具は第3図に示すよう
に上下に配する反対向のチャンネル受枠3をカットした
構造のものを使用することが望ましい。
Figure 4 shows the state of use, and the joint fitting used for the outer end of the farthest panel plate 2 that is not joined cuts the oppositely directed channel receiving frames 3 arranged vertically as shown in Figure 3. It is desirable to use one with a similar structure.

在来コンクリート壁を形成するには2枚のコンクリート
受板(ベニヤ板)を所定間隔に並設したこの間にコンク
リートを流し込んでコンクリート壁を形成する訳である
が、コンクリートを流し込んだ時コンクリート受板が離
反しない様に配慮しなければならない。
To form a conventional concrete wall, two concrete receiving plates (veneer plates) are placed side by side at a predetermined interval and concrete is poured between them to form a concrete wall. Care must be taken to avoid defection.

この装置は色々と開発され、一般的には通称セパレータ
ーと呼ばれているボルトを貫通せしめ、両端にナツトを
螺着して所定間隔以上離反しない様に固定するが、この
ボルトは相当間隔を置いて配設するものであるからコン
クリート受板の突合せ部近くに配設されない場合コンク
リート受板の突合せ縁部が外側に離反すると平らな壁面
が形成されないことになる。
Various types of this device have been developed, and generally, bolts commonly called separators are passed through, and nuts are screwed on both ends to prevent them from separating beyond a predetermined distance. Therefore, if the concrete receiving plate is not placed near the abutting portion of the concrete receiving plate, and the abutting edge of the concrete receiving plate separates outward, a flat wall surface will not be formed.

この為在来は必ず突合せ部にさん木を立設して当て、こ
のさん木にコンクリート受板の縁部を釘打ちして止着し
ている。
For this reason, in the past, a block was always erected at the joint, and the edge of the concrete receiving plate was nailed to this block.

この釘打ちの作業は沢山の釘を打つ為非常に厄介であり
、瓦解体する時もいちいち釘を抜かなくてはならないこ
とになる。
This nailing process is extremely troublesome as many nails are driven in, and each nail must be removed each time the tile is dismantled.

本考案はこの点を解決するもので、さん木に側方から本
案品を挿し込むと主板4の長さをさん木1の側面巾を等
しくして置くからチャンネル受枠3の側面と係止板5と
によりさん木1を挾持することになってチャンネル受枠
3はさん木の前面に固定されることになる。
The present invention solves this problem, and when the present product is inserted into the block from the side, the length of the main plate 4 is made equal to the side width of the block 1, so that the side of the channel receiving frame 3 and the locking plate are made equal. 5 and sandwich the sandwich 1, and the channel receiving frame 3 is fixed to the front side of the sandwich.

従ってこのチャンネル受枠3にコンクリート受板2の端
縁を挿し込むとコンクリート受板2の端縁がさん木1に
固定されることになる。
Therefore, when the edge of the concrete receiving plate 2 is inserted into the channel receiving frame 3, the edge of the concrete receiving plate 2 is fixed to the sanding board 1.

この場合チャンネル受枠3は反対向きのものが上下に連
設されでいるから隣のコンクリート受板2の端縁を反対
向きのチャンネル受枠3に挿し込むとコンクリート受板
2は正しい突合せ状態でさん木1の前面に固定されるこ
とになる。
In this case, the channel receiving frames 3 are arranged vertically in opposite directions, so when the edge of the adjacent concrete receiving plate 2 is inserted into the channel receiving frame 3 facing the opposite direction, the concrete receiving plate 2 is pressed in the correct butt state. It will be fixed to the front of 1.

このさん木1へのコンクリート受板2の端縁の固定は隣
同志のコンクリート受板2の突合せの継合状態がずれな
ければ良いのであるから背壁が連設されている反対向き
のチャンネル受枠3に隣同志のコンクリート受板2の端
縁が嵌合されるだけでコンクリートを流し込んだ時突合
せの継合部のすり動することが確実に防止されることに
なる。
The end edges of the concrete receiving plates 2 can be fixed to this block 1 as long as the joints of the adjacent concrete receiving plates 2 do not shift, so the oppositely facing channel receiving frames with continuous back walls should be fixed. Only by fitting the edges of adjacent concrete receiving plates 2 to 3, it is possible to reliably prevent the butt joints from sliding when concrete is poured.

即ち全熱さん木への釘打ちを行わなくとも良いことにな
り、単に本案品をさん木1に挿し込み、チャンネル受枠
3にコンクリート受板2の端縁を挿し込むだけで充分所
期の目的を達し得ることになる等実用上の効果を有する
ものである。
In other words, there is no need to drive nails into the full-heat slab, and simply inserting the proposed product into the slab 1 and inserting the edge of the concrete receiving plate 2 into the channel receiving frame 3 is sufficient to achieve the desired purpose. This has practical effects such as being able to achieve the following.

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

第1図は本案品の継合金具の斜面図、第2図は要部の平
断面図、第3図は終端継合金具の斜面図、第4図は使用
状態を示す一部の斜面図である。 1・・・・・・さん本、2・・・・・・コンクリート受
板、3・・・・・・チャンネル受枠、4・・・・・・主
板、5・・・・・・係止板。
Figure 1 is a slope view of the joint fitting of the proposed product, Figure 2 is a plan sectional view of the main part, Figure 3 is a slope view of the end fitting, and Figure 4 is a partial slope view showing the state of use. It is. 1... San book, 2... Concrete receiving plate, 3... Channel receiving frame, 4... Main plate, 5... Locking plate. .

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] さん木に止着するコンクリート受板の厚さに等しい挟着
間隔を有する断面コ字状に折曲したチャンネル受枠の上
下に同様なチャンネル受枠を反対向きにして背壁を連続
せしめて連設し、この中間のチャンネル受枠の中間側方
にさん木の側面巾の長さを有する主板を連設し、この主
板の先端に係止板を直角に連設してなるコンクリート受
板の継合金具。
A channel receiving frame bent into a U-shaped cross section with a clamping interval equal to the thickness of the concrete receiving plate fixed to the block is connected above and below the same channel receiving frame in opposite directions with a continuous back wall. A joint fitting for a concrete receiving plate, in which a main plate having the length of the side width of the sandwich is connected to the middle side of this intermediate channel receiving frame, and a locking plate is connected at right angles to the tip of this main plate. .
JP1978008209U 1978-01-26 1978-01-26 Concrete receiving plate joint fittings Expired JPS5854519Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978008209U JPS5854519Y2 (en) 1978-01-26 1978-01-26 Concrete receiving plate joint fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978008209U JPS5854519Y2 (en) 1978-01-26 1978-01-26 Concrete receiving plate joint fittings

Publications (2)

Publication Number Publication Date
JPS54111920U JPS54111920U (en) 1979-08-07
JPS5854519Y2 true JPS5854519Y2 (en) 1983-12-12

Family

ID=28816908

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978008209U Expired JPS5854519Y2 (en) 1978-01-26 1978-01-26 Concrete receiving plate joint fittings

Country Status (1)

Country Link
JP (1) JPS5854519Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5241922U (en) * 1975-09-19 1977-03-25

Also Published As

Publication number Publication date
JPS54111920U (en) 1979-08-07

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