JPS634767Y2 - - Google Patents

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Publication number
JPS634767Y2
JPS634767Y2 JP17535182U JP17535182U JPS634767Y2 JP S634767 Y2 JPS634767 Y2 JP S634767Y2 JP 17535182 U JP17535182 U JP 17535182U JP 17535182 U JP17535182 U JP 17535182U JP S634767 Y2 JPS634767 Y2 JP S634767Y2
Authority
JP
Japan
Prior art keywords
mounting table
formwork
upper mounting
concrete foundation
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
JP17535182U
Other languages
Japanese (ja)
Other versions
JPS5978456U (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
Application filed filed Critical
Priority to JP17535182U priority Critical patent/JPS5978456U/en
Publication of JPS5978456U publication Critical patent/JPS5978456U/en
Application granted granted Critical
Publication of JPS634767Y2 publication Critical patent/JPS634767Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はコンクリート型枠支持金具に係り、コ
ンクリート基礎またはコンクリート壁の上に更に
コンクリートを打設して壁を構設するに際し、対
峙立設されるコンクリート型枠の支持手段として
使用するコンクリート型枠支持金具に関する。
[Detailed description of the invention] The present invention relates to a concrete formwork support fitting, which supports concrete formwork that is erected oppositely when constructing a wall by pouring concrete on a concrete foundation or concrete wall. Concerning concrete formwork support fittings used as means.

従来、この種の金具に関しては、例えば第1図
に示した実公昭53−1222号公報に係る建築用桟木
止金具が提案されており、該金具は、コンクリー
ト基礎Fに埋設されるセパレーターSに座金10
1を固定し、この座金101上端に連設された立
上り部102に型枠103と横バタ104とを載
置固定して使用するものであつた。しかし、斯か
る従来品には横バタ104に交差状に配設される
建バタを支持固定させる手段がなく、また、仮に
立上り部102を広幅に形成して建バタと横バタ
104とを載置可能にしても、多数配設される建
バタ毎にこの種の金具を用意しなければならず、
不経済であるばかりでなく取付けも面倒であり作
業能率の低下を招く虞もあつた。
Conventionally, regarding this type of metal fittings, for example, the architectural pier fastening metal fittings according to Japanese Utility Model Publication No. 1222/1983 shown in Fig. Washer 10
1 was fixed, and a formwork 103 and a horizontal butterfly 104 were placed and fixed on a rising part 102 connected to the upper end of this washer 101. However, such conventional products do not have a means for supporting and fixing the vertical flaps arranged in an intersecting manner on the horizontal flaps 104, and it is also necessary to temporarily form the rising portion 102 wide so that the vertical flaps and the horizontal flaps 104 can be mounted. Even if it were possible to install this type of metal fittings, it would be necessary to prepare these types of fittings for each building that will be installed in large numbers.
Not only is it uneconomical, but it is also troublesome to install, and there is a risk of lowering work efficiency.

本考案は、斯かる従来品の欠点を改良すべく案
出されたものであり、その要旨は、コンクリート
基礎の側面に縦方向に固定される固定板と、この
固定板の上端部にコンクリート基礎から離隔する
方向へ水平に連設し、型枠と型枠を押える建バタ
及び横バタとを同時に載置する上部載置台と、固
定板の下端部に上部載置台と略平行対峙すべく連
設し、前記建バタを受ける受バタを載置保持する
下部載置台と、上部載置台の先端部に上方へ向つ
て連設した受片と、この受片に蝶着され、型枠と
建バタ及び横バタとをコンクリート基礎方向に押
付けて固定する締付ボルトとから構成したことに
ある。
The present invention was devised to improve the shortcomings of the conventional products, and its gist is that a fixed plate is fixed vertically to the side of the concrete foundation, and the upper end of this fixed plate is attached to the concrete foundation. An upper mounting table is arranged horizontally in a direction away from the upper mounting table, on which the formwork and the vertical and horizontal flaps that press the formwork are simultaneously placed, and an upper mounting table is connected to the lower end of the fixed plate so as to face the upper mounting table in substantially parallel relation to each other. a lower mounting table for placing and holding a receiving batter for receiving the building batter; a receiving piece connected upwardly at the tip of the upper placing table; It consists of a tightening bolt that presses and fixes the flaps and horizontal flaps in the direction of the concrete foundation.

以下、第2図乃至第4図に基づいて本考案の一
実施例を説明する。
Hereinafter, one embodiment of the present invention will be described based on FIGS. 2 to 4.

図において1は固定板であつて、コンクリート
基礎Fの側面に縦方向に固定されるものであり、
断面溝形状の鋼板に更に逆向きの溝部2が形成さ
れると共に、該溝部2の上部には長孔状の取付孔
3を開穿してある。
In the figure, 1 is a fixed plate, which is fixed vertically to the side of the concrete foundation F.
A groove 2 in the opposite direction is further formed in the steel plate having a groove-shaped cross section, and an elongated mounting hole 3 is bored in the upper part of the groove 2.

溝部2は上部方向に深底となるように形成して
あり、側面傾斜状となつている(第4図参照)。
The groove portion 2 is formed so as to have a deep bottom toward the top, and has sloped sides (see FIG. 4).

また、図において4は固定板1の上端にコンク
リートFから離隔する方向へ水平に連設される上
部載置台であり、固定板1と同様に溝部2を有
し、この溝部2に溝形状のスペーサー5が嵌合さ
れる。
In addition, in the figure, reference numeral 4 denotes an upper mounting table that is installed horizontally in the direction away from the concrete F at the upper end of the fixing plate 1, and has a groove 2 like the fixing plate 1. Spacer 5 is fitted.

上部載置台4と固定板1との連設箇所に付設さ
れる略三角形状の鋼板は、上部載置台4を補強す
る補強部6である。
A substantially triangular steel plate attached at a location where the upper mounting table 4 and the fixing plate 1 are connected is a reinforcing portion 6 that reinforces the upper mounting table 4.

上部載置台4の先端部には上方へ向つて受片7
が連設されており、この受片7には、コンクリー
ト基礎Fへ向つて締付ボルト8が螺着される。締
付ボルト8は、コンクリート基礎Fがわに位置す
る一方端に略円盤形状の圧止部9を有する。
At the tip of the upper mounting table 4, there is a receiving piece 7 extending upward.
A tightening bolt 8 is screwed into the receiving piece 7 toward the concrete foundation F. The tightening bolt 8 has a substantially disk-shaped stop portion 9 at one end located on the side of the concrete foundation F.

固定板1の下端部には、上部載置台4の約半分
の長さであり、且つ、上部載置台4と略平行対峙
する下部載置台10が連設されると共に、この下
部載置台10の先端部には止片11が固着され
る。
At the lower end of the fixed plate 1, a lower mounting table 10, which is approximately half the length of the upper mounting table 4 and facing approximately parallel to the upper mounting table 4, is installed in series. A stopper piece 11 is fixed to the tip.

次に本考案の使用を説明すれば、第2図に示す
ように、まず、コンクリート基礎Fに埋設された
セパレーターSが取付孔3に挿通状態となるよう
に設定し、このセパレーターSにホームタイ(登
録商標)12を螺嵌させて締付けを図り所定位置
に縦方向となるように固定させる。このとき、取
付孔3を長孔状にしてあるから固定位置の微調整
が可能となる。また、ホームタイ(登録商標)1
2の代わりにナツトその他の締付具を用いてもか
まわない。上部載置台4には型枠13、角筒状の
建バタ14及び横バタ15を同時に載置するもの
とし、これらを締付ボルト8の締付けによつて、
型枠13、角筒状の建バタ14及び横バタ15を
コンクリート基礎方向に押付けて完全に固定させ
る。
Next, to explain the use of the present invention, as shown in Fig. 2, first, set the separator S buried in the concrete foundation F so that it is inserted into the mounting hole 3, and then attach the home tie to the separator S. (registered trademark) 12 is screwed in and tightened to fix it in a predetermined position in the vertical direction. At this time, since the attachment hole 3 is formed into a long hole, the fixing position can be finely adjusted. In addition, HomeTie (registered trademark) 1
Nuts or other fasteners may be used instead of 2. The formwork 13, the rectangular cylindrical vertical butterfly 14, and the horizontal butterfly 15 are placed on the upper mounting table 4 at the same time, and these are tightened with the tightening bolts 8.
The formwork 13, the rectangular cylindrical vertical butterfly 14, and the horizontal butterfly 15 are pressed toward the concrete foundation and completely fixed.

この場合、圧止部9の作用により安定した固定
状態が維持されるものである。一方、固定板1と
上部載置台4との連設した外側部分が湾曲形成さ
れているとしても、溝部2内にスペーサー5が固
着されていることで、型枠13がこのスペーサー
5上に載置されその堅牢で安定性のある固定化が
図られる(第4図参照)。
In this case, a stable fixed state is maintained by the action of the stopper portion 9. On the other hand, even if the outer part of the fixed plate 1 and the upper mounting table 4 that are connected to each other is curved, the formwork 13 is placed on the spacer 5 because the spacer 5 is fixed in the groove 2. The solid and stable immobilization is achieved by placing the sample in place (see Fig. 4).

尚、図示例では、2本の建バタ14下端の一部
が上部載置台4に載置状態にあるが、両建バタ1
4下端の全部を載置させるべく上部載置台4の幅
を広幅に形成してもかまわない。
In the illustrated example, a part of the lower ends of the two double-sided butterflies 14 are placed on the upper mounting table 4;
The width of the upper mounting table 4 may be made wide so that the entire lower end of the upper mounting table 4 can be placed thereon.

一方、下部載置台10には受バタ16を載置す
るものとして、所定間隔を有して位置する他の下
部載置台10との間に横架されたこの受バタ16
上に建バタ14を載置させる。受バタ16は、止
片11によつて脱落が防止されるものであるが、
この止片11の代わりに上部載置台4と同様に受
片7及び締付ボルト8を形成することで受バタ1
6の完全固定化を図つても良い。固定板1及び上
下部載置台4,10には大きな荷重がかけられる
が、溝部2及び補強部6の形成によつて全体の堅
牢性が十分に維持されるのであり、また、溝部2
を側面傾斜状に形成してあるのでホームタイ12
の締付け後に固定板1がずり落ちるようなことも
ない。
On the other hand, a receiving butter 16 is placed on the lower mounting table 10, and this receiving butter 16 is horizontally suspended between another lower mounting table 10 located at a predetermined interval.
Place the stand 14 on top. The receiving butter 16 is prevented from falling off by the retaining piece 11,
By forming a receiving piece 7 and a tightening bolt 8 in the same way as the upper mounting table 4 instead of this stopper 11, the receiving butter 1
6 may be completely fixed. Although a large load is applied to the fixed plate 1 and the upper and lower mounting tables 4 and 10, the overall robustness is sufficiently maintained by forming the groove portion 2 and the reinforcing portion 6.
The home tie 12 is formed with an inclined side surface.
There is no possibility that the fixing plate 1 will slip down after tightening.

従つて、本考案によれば、コンクリート基礎F
の側面に縦方向に固定される固定板1と、この固
定板1の上端部にコンクリート基礎Fから離隔す
る方向へ水平に連設し、型枠13と型枠13を押
える建バタ14及び横バタ15とを同時に載置す
る上部載置台4と、上部載置台4の先端部に上方
へ向つて連設した受片7と、この受片7に蝶着さ
れ、型枠13と建バタ14及び横バタ15とをコ
ンクリート基礎F方向に押付けて固定する締付ボ
ルト8とを有しているので、固定板1をセパレー
ターSに固定してコンクリート基礎Fに取付ける
と共に、上部載置台4に型枠13、建バタ14、
横バタ15を載置し、これらを締付ボルト8にて
締付けを図ることにより、型枠13全体を堅牢に
固定支持することができる。
Therefore, according to the present invention, concrete foundation F
A fixing plate 1 is fixed vertically to the side surface of the fixing plate 1, and a formwork 13 and a building butter 14 that holds down the formwork 13 and a horizontal The upper mounting table 4 on which the butterfly 15 is placed simultaneously, the receiving piece 7 that is connected upwardly at the tip of the upper mounting table 4, and the receiving piece 7 is hinged to hold the formwork 13 and the standing butter 14. and the horizontal butterfly 15 in the direction of the concrete foundation F, so that the fixing plate 1 can be fixed to the separator S and attached to the concrete foundation F, and the mold can be placed on the upper mounting table 4. Frame 13, height 14,
By placing the horizontal flaps 15 and tightening them with the tightening bolts 8, the entire formwork 13 can be firmly fixed and supported.

また、固定板1の下端部に上部載置台4と略平
行対峙すべく連設し、前記建バタ14を受ける受
バタ16を載置保持する下部載置台10を有する
から、本考案に係る金具を複数取付けた後、各下
部載置台10間に受バタ16を横架させれば、そ
の間に位置する建バタ14を受バタ16上に載置
させることができる。従つて、各建バタ14毎に
この種の支持金具を取付ける必要がなく型枠工事
における作業能率の向上を期待できるばかりでな
く、使用する金具が少なくて済み極めて経済的で
ある。
In addition, since the fixed plate 1 has a lower mounting table 10 which is arranged in series so as to face the upper mounting table 4 substantially parallel to the lower end thereof, and which places and holds the receiving butter 16 for receiving the raised butter 14, the metal fitting according to the present invention is provided. After attaching a plurality of holders, if the receiving butter 16 is placed horizontally between each lower mounting table 10, the standing butter 14 located between them can be placed on the receiving butter 16. Therefore, it is not necessary to attach this type of supporting metal fittings to each of the building blocks 14, and not only can work efficiency in formwork work be expected to be improved, but also the number of metal fittings used is small, which is extremely economical.

そして、コンクリート基礎Fに埋設されたセパ
レーターSによつて固定板1がコンクリート基礎
Fに縦方向に固定されるから、下部載置台10に
載置されている受バタ16上に固定された建バタ
14の下端部分は、型枠13の下端及びセパレー
ターSよりも下方に位置することになり、しか
も、該建バタ14が最下部に位置する横バタ15
によつてしつかり挾持されているために、コンク
リートの打設による荷重によつて最も強い側圧を
受ける型枠13下端部の堅牢化を図ることができ
ると共に、建バタ14自身の立設状態の安定化が
図れる。
Since the fixing plate 1 is vertically fixed to the concrete foundation F by the separator S buried in the concrete foundation F, the support plate 1 is fixed on the support plate 16 placed on the lower mounting table 10. The lower end portion of the frame 14 is located below the lower end of the formwork 13 and the separator S, and the vertical butterfly 14 is located below the horizontal butterfly 15 located at the bottom.
Since the formwork 13 is firmly clamped by the concrete members, it is possible to strengthen the lower end of the formwork 13, which is subject to the strongest lateral pressure due to the load of concrete pouring, and to maintain the erected state of the formwork 14 itself. Stabilization can be achieved.

以上説明したように、本考案はコンクリート打
設の際に使用する型枠を堅牢に固定支持する等
種々の実用的効果を奏するものである。
As explained above, the present invention has various practical effects such as firmly fixing and supporting formwork used during concrete pouring.

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

図面は本考案の一実施例を示し、第1図は従来
例の斜視図、第2図は本考案の使用斜視図、第3
図は拡大斜視図、第4図は同側面図である。 1……固定板、2……溝部、3……取付孔、4
……上部載置台、5……スペーサー、6……補強
部、7……受片、8……締付ボルト、9……圧止
部、10……下部載置台、11……止片、12…
…ホームタイ、13……型枠、14……建バタ、
15……横バタ、16……受バタ、F……コンク
リート基礎、S……セパレーター、101……座
金、102……立上り部、103……型枠、10
4……横バタ。
The drawings show one embodiment of the present invention; Fig. 1 is a perspective view of a conventional example, Fig. 2 is a perspective view of the present invention in use, and Fig. 3 is a perspective view of a conventional example.
The figure is an enlarged perspective view, and FIG. 4 is a side view of the same. 1... Fixed plate, 2... Groove, 3... Mounting hole, 4
... Upper mounting table, 5 ... Spacer, 6 ... Reinforcement section, 7 ... Receptacle piece, 8 ... Tightening bolt, 9 ... Pressing part, 10 ... Lower mounting table, 11 ... Stop piece, 12...
...Home tie, 13...Formwork, 14...Building pattern,
15... Horizontal butterfly, 16... Receiver butterfly, F... Concrete foundation, S... Separator, 101... Washer, 102... Rising part, 103... Formwork, 10
4...Sideways.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート基礎の側面に縦方向に固定される
固定板と、この固定板の上端部にコンクリート基
礎から離隔する方向へ水平に連設し、型枠と型枠
を押える建バタ及び横バタとを同時に載置する上
部載置台と、固定板の下端部に上部載置台と略平
行対峙すべく連設し、前記建バタを受ける受バタ
を載置保持する下部載置台と、上部載置台の先端
部に上方へ向つて連設した受片と、この受片に蝶
着され、型枠と建バタ及び横バタとをコンクリー
ト基礎方向に押付けて固定する締付ボルトとから
構成したことを特徴とするコンクリート型枠支持
金具。
A fixed plate is fixed vertically to the side of the concrete foundation, and the upper end of this fixed plate is connected horizontally in the direction away from the concrete foundation, and the formwork and the vertical and horizontal flaps that hold down the formwork are simultaneously installed. An upper mounting table to be placed, a lower mounting table which is arranged in series at the lower end of the fixed plate so as to face the upper mounting table substantially parallel to each other, and which places and holds the receiving butter for receiving the erected butter, and the tip of the upper mounting table. It is characterized by being composed of a receiving piece that is connected upwardly, and a tightening bolt that is hinged to this receiving piece and presses and fixes the formwork, the vertical butterfly, and the horizontal butterfly in the direction of the concrete foundation. Concrete formwork support fittings.
JP17535182U 1982-11-19 1982-11-19 Concrete formwork support fittings Granted JPS5978456U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17535182U JPS5978456U (en) 1982-11-19 1982-11-19 Concrete formwork support fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17535182U JPS5978456U (en) 1982-11-19 1982-11-19 Concrete formwork support fittings

Publications (2)

Publication Number Publication Date
JPS5978456U JPS5978456U (en) 1984-05-28
JPS634767Y2 true JPS634767Y2 (en) 1988-02-08

Family

ID=30381518

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17535182U Granted JPS5978456U (en) 1982-11-19 1982-11-19 Concrete formwork support fittings

Country Status (1)

Country Link
JP (1) JPS5978456U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0220357Y2 (en) * 1984-09-25 1990-06-04
JPH0222439Y2 (en) * 1984-10-31 1990-06-18
KR100879970B1 (en) 2007-07-12 2009-01-23 박상목 Formwork Auxiliary Support for Building Slab of Building

Also Published As

Publication number Publication date
JPS5978456U (en) 1984-05-28

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