JPH11280257A - Washer for clamping concrete form - Google Patents

Washer for clamping concrete form

Info

Publication number
JPH11280257A
JPH11280257A JP10398398A JP10398398A JPH11280257A JP H11280257 A JPH11280257 A JP H11280257A JP 10398398 A JP10398398 A JP 10398398A JP 10398398 A JP10398398 A JP 10398398A JP H11280257 A JPH11280257 A JP H11280257A
Authority
JP
Japan
Prior art keywords
pressing surface
stage
washer
stage pressing
stopper
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.)
Pending
Application number
JP10398398A
Other languages
Japanese (ja)
Inventor
Sadayoshi Sakai
貞義 坂井
Sadaaki Tagome
貞昭 田篭
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.)
SHOSHIN SANGYO KK
ZenGiken Co Ltd
Original Assignee
SHOSHIN SANGYO KK
ZenGiken Co Ltd
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 SHOSHIN SANGYO KK, ZenGiken Co Ltd filed Critical SHOSHIN SANGYO KK
Priority to JP10398398A priority Critical patent/JPH11280257A/en
Publication of JPH11280257A publication Critical patent/JPH11280257A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To firmly retain the shape of a form without loosening a batter angle by enabling a wedge to be strongly driven in while preventing the deviation of a stopper. SOLUTION: A stopper 6 at the end of a second-step holding surface 2 is provided by cutting a cutting line 17 in an in-plane position at a predetermined width from the end edge 16a of the second-step holding surface, and by extrusion molding its end from the cutting line 17 toward the two-stepped holding surface 2. A through hole 3 to be provided in a first-step holding surface 1 is bored in approximately the longitudinal center of the first-step holding surface 1, and a through hole 4 to be provided in the second-step holding surface 2 is bored in such a way that a parallel surface part 7 of the same height as the back 2a of the second-step holding surface is provided between the edge 18 of the through hole 4 and the first-step holding surface side terminal end 14 of the second-step holding surface 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート型枠
に一段または二段重ねに沿えたバタ角に面合する一段押
え面と二段押え面とを所定角度で開脚した状態に有し楔
を使用して締め付け固定するようにしたコンクリート型
枠締め付け用座金に関し、特に楔を強固に打ち込んでも
ストッパがずれないでバタ角を弛めず型枠を強固に保形
することができるようにしたコンクリート型枠締め付け
用座金に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wedge having a one-step pressing surface and a two-step pressing surface facing a flap angle along a one-step or two-step pile on a concrete formwork with a leg opened at a predetermined angle. With regard to a washer for concrete formwork tightening and fixing using, especially when a wedge is firmly driven in, a stopper is not displaced and a formwork can be firmly maintained without loosening a flutter angle. The present invention relates to a washer for fastening a concrete formwork.

【0002】[0002]

【従来の技術】従来、この種のコンクリート型枠締め付
け用座金は一度に多数使用されることから、作業条件の
悪いような現場でも手早くセットできるように、楔の打
ち込みをするだけでバタ角を固定できるように設けられ
ている。図8は従来のコンクリート型枠締め付け用座金
100を断面して示しており、図において101はコン
クリート型枠111aの外面に沿えた一段のバタ角11
2aを並列にして二本分面合可能に形成した一段押え
面、102は同じく二段重ね(図中一点鎖線部分)に沿
えたバタ角112bの上段の一本に面合可能に形成した
二段押え面であり、両押え面101,102は鋼板材を
所定角度Qで開脚した状態に折り曲げることにより設け
られている。図中104がその折曲げ点である。そし
て、このようなコンクリート型枠締め付け用座金は曲げ
作用を受けることから、前記一段押え面101と二段押
え面102には、側縁部を折り曲げて断面略コ字状とな
るように形成した補強リブ103が両側縁部に立設され
ており、この補強リブ103も前記折曲げ点で縦方向に
折り曲げられている(例えば実用新案登録第30175
59号参照)。
2. Description of the Related Art Conventionally, since a large number of washers for tightening a concrete form of this type are used at a time, a flap angle can be set only by driving a wedge so that the washer can be quickly set even in a site where working conditions are poor. It is provided so that it can be fixed. FIG. 8 is a cross-sectional view showing a conventional washer 100 for fastening a concrete formwork. In the figure, reference numeral 101 denotes a one-step flutter angle 11 along the outer surface of a concrete formwork 111a.
2a is a one-stage pressing surface formed so as to be able to face two pieces, and 102 is a two-step pressing face formed so as to be able to face one of the upper steps of a flap angle 112b along a two-step overlap (indicated by a chain line in the drawing). It is a step holding surface, and both holding surfaces 101 and 102 are provided by bending a steel plate material in a state where the leg is opened at a predetermined angle Q. In the figure, reference numeral 104 denotes the bending point. Since such a concrete mold clamping washer is subjected to a bending action, the first-stage pressing surface 101 and the second-stage pressing surface 102 are formed such that side edges are bent to have a substantially U-shaped cross section. Reinforcing ribs 103 are provided upright on both side edges, and the reinforcing ribs 103 are also bent in the vertical direction at the bending points (for example, Utility Model Registration No. 30175).
No. 59).

【0003】また、前記両押え面101,102にはそ
れぞれコンクリート型枠(一段の場合111a,二段の
場合111b)から突出させた楔セット穴付き延長軸
(同じく一段の場合114a,二段の場合114b)の
挿通穴105,106を有し、かつ前記各押え面の端部
にバタ角の外れを防止するストッパ107,108を有
するように設けられている。前記挿通穴105,106
は、多少の位置ずれがあっても楔セット穴付き延長軸1
14a,114bを素早く挿入できるように、それぞれ
押え面の横幅いっぱいの長穴状に形成され、挿通穴10
5は一段押え面101の略中央部に、また挿通穴106
は穴縁を前記折り曲げ点104に一致するようにして配
置されている。
An extension shaft with a wedge set hole protruding from a concrete formwork (111a for one stage, 111b for two stages) is provided on each of the pressing surfaces 101, 102 (same as 114a, two stages for one stage). In the case 114b), it is provided so as to have the insertion holes 105 and 106 and to have stoppers 107 and 108 at the ends of the pressing surfaces to prevent the flutter angle from coming off. The insertion holes 105 and 106
Is an extension shaft 1 with a wedge set hole even if there is some displacement.
Each of the insertion holes 10a and 114b is formed in a long hole shape that is full of the width of the holding surface so that the insertion holes 10a and 114b can be quickly inserted.
5 is located substantially at the center of the one-stage pressing surface 101 and the insertion hole 106
Are arranged so that the edge of the hole coincides with the bending point 104.

【0004】前記ストッパ107,108は、このコン
クリート型枠締め付け用座金100の両端部、つまり一
段押え面101と二段押え面102の外側の端部同士を
それぞれ前記補強リブ103ごと押え面側に折り曲げる
ことにより形成されている。図中109,110がその
折曲げ点である。前記のように一段押え面101と二段
押え面102を有するコンクリート型枠締め付け用座金
100は、一方の押え面側をバタ角に面合して使用中に
他方の押え面側が、図8に示すように、型枠パネルに当
接して踏ん張った状態となるように開脚角度Qやそれぞ
れの長さが限定されている。尚、前記楔セット穴付き延
長軸114a,114bは、型枠内のセパレータ117
に接続して型枠外面に突出させた軸足ボルト118に螺
合させる雌ねじ部115を軸一端側に有し、他端側には
楔119を挿通させるための長いセット穴116を有し
た構造のものであってフォームタイ(商標名)などとし
て販売されている。
The stoppers 107 and 108 are provided on both sides of the concrete form clamping washer 100, that is, the outer ends of the first-stage pressing surface 101 and the second-stage pressing surface 102, together with the reinforcing ribs 103, on the pressing surface side. It is formed by bending. In the figure, 109 and 110 are the bending points. As described above, the washer 100 for tightening the concrete form having the first-stage pressing surface 101 and the second-stage pressing surface 102 has one pressing surface facing the flutter angle and the other pressing surface during use is shown in FIG. As shown, the leg opening angle Q and the respective lengths are limited so as to be in a state of being pressed against the form panel. The extension shafts 114a and 114b with the wedge set holes are connected to the separator 117 in the mold.
A female screw portion 115 is provided at one end of the shaft for screwing with a shaft foot bolt 118 protruding from the outer surface of the formwork and having a long set hole 116 through which a wedge 119 is inserted. And sold as FormTie (trade name).

【0005】[0005]

【発明が解決しようとする課題】前記のように一段押え
面101と二段押え面102を有するコンクリート型枠
締め付け用座金100は、一段押えの状態でも二段押え
の状態でも同じ性能を発揮できるように開脚角度やそれ
ぞれの長さを限定するため、ストッパを設ける場所
(幅)も当然に限定され、特に二段押え面側のストッパ
108は押え面端部から内側に5mm程度と大変に狭い
幅しか取れない。しかしながら、前記従来のストッパ部
分は押え面102を補強リブ103ごと押え面方向に折
り曲げることにより形成されていたからほとんどその湾
曲部分のみで終わってしまい、バタ角の角をきっちり押
えて強力にグリップすることができるようなはっきりと
した折り曲げ部が得られていない。図9は二段重ねのバ
タ角をコンクリート型枠締め付け用座金100で固定し
た時の状態を示しており、バタ角112bが二段重ねに
沿えられている。ところで、このバタ角112bを固定
するには、上段のバタ角112bから突出した楔セット
穴付き延長軸114bを挿通穴106に挿入し、二段押
え面102の背面側から突出した部分の長穴116に楔
119を上方から挿入し、ハンマーなどによってその楔
119を下方に向けて打ち込むことで型枠111bと二
段押え面102との間を狭めて固定するものである。従
って、前記ハンマーで楔119を打ち込む時、楔119
が楔セット穴付き延長軸114bを下方に押圧し、この
楔セット穴付き延長軸114bが簡単に下方に撓み易い
こともあってコンクリート型枠締め付け用座金100を
下方に押圧し、このため前記ストッパ108がバタ角1
12bの角を滑って外れてしまうという問題があった。
As described above, the washer 100 for tightening the concrete formwork having the one-stage holding surface 101 and the two-stage holding surface 102 can exhibit the same performance in the single-stage holding state and the two-stage holding state. In order to limit the opening angle and the length of each leg as described above, the place (width) where the stopper is provided is naturally limited. In particular, the stopper 108 on the two-stage pressing surface side is very inward, about 5 mm inward from the end of the pressing surface. I can only get a narrow width. However, since the conventional stopper portion is formed by bending the pressing surface 102 together with the reinforcing rib 103 in the pressing surface direction, the stopper portion almost ends only at the curved portion. The sharp bends that can be made are not obtained. FIG. 9 shows a state in which the two-tiered butter angle is fixed by the washer 100 for fastening the concrete formwork, and the butter angle 112b extends along the two-tiered stacking. By the way, in order to fix the flap angle 112b, an extension shaft 114b with a wedge set hole protruding from the upper flap angle 112b is inserted into the insertion hole 106, and a long hole protruding from the back side of the two-stage pressing surface 102. The wedge 119 is inserted into the 116 from above, and the wedge 119 is driven downward with a hammer or the like, thereby narrowing and fixing the space between the mold frame 111b and the two-stage pressing surface 102. Accordingly, when driving the wedge 119 with the hammer, the wedge 119 is driven.
Presses the extension shaft 114b with a wedge setting hole downward, and presses the washer 100 for tightening the concrete formwork downward because the extension shaft 114b with the wedge setting hole easily bends easily downward. 108 is the flutter angle 1
There was a problem in that it slipped off the corner of 12b.

【0006】また、前記ハンマーで楔119を打ち込む
時、図10に示すように、二段押え面102の背面側、
つまり挿通穴106の両縁106a,106bで楔11
9を均等に受け、最終的には楔119の長辺119aで
二段押え面の長い背面102aを押圧することによって
間隔を狭めて行くのであるが、従来のものでは穴縁10
6b側が折り曲げ点104にあって角部で楔119を受
けるようになっているため、使用ごとにその角部がへた
ってきてしまって楔119が背面102aから浮いた状
態となり、結果的に、前記のようにストッパ108側が
浮き上がってそのストッパ108がバタ角112bの角
を滑って外れてしまうという問題もあった。
When driving the wedge 119 with the hammer, as shown in FIG.
That is, the wedge 11 is formed at both edges 106a and 106b of the insertion hole 106.
9 are evenly received, and finally the long side 119a of the wedge 119 presses the long back surface 102a of the two-stage pressing surface to narrow the gap.
Since the 6b side is located at the bending point 104 and receives the wedge 119 at the corner, the corner is displaced for each use, and the wedge 119 floats from the back surface 102a, and as a result, As described above, there is also a problem that the stopper 108 is lifted up and the stopper 108 slips off the flap angle 112b.

【0007】本発明は、上記問題点を解決するためにな
されたものであって、その目的とするところは、コンク
リート型枠に一段または二段重ねに沿えたバタ角に面合
する一段押え面と二段押え面とを所定角度で開脚した状
態に有したものでストッパがずれないようにして楔を強
固に打ち込むことができ、このため、バタ角を弛めず型
枠を強固に保形することができるようにしたコンクリー
ト型枠締め付け用座金を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to provide a one-step pressing surface which faces a concrete form along a one-step or two-step flap angle. And the two-step holding surface are opened at a predetermined angle, so that the wedge can be firmly driven without the stopper coming off, and the formwork can be firmly held without loosening the flutter angle. An object of the present invention is to provide a washer for clamping a concrete formwork, which can be shaped.

【0008】[0008]

【課題を解決するための手段】前記課題を解決するため
に本発明請求項1記載のコンクリート型枠締め付け用座
金では、組み立てたコンクリート型枠の外面に一段に沿
えた並列二本のバタ角に面合可能な一段押え面と、二段
重ねに沿えたバタ角の上段一本に面合可能な二段押え面
とを所定角度で開脚した状態に有すると共に、前記各押
え面にはコンクリート型枠から突出させた楔セット穴付
き延長軸の挿通穴を有し、かつ前記各押え面端部にバタ
角の外れを防止するストッパを有したコンクリート型枠
締め付け用の座金において、前記二段押え面の端部に有
したストッパは、該二段押え面端縁から所定幅を有する
面内位置に切断線を入れ該切断線から端部側を二段押え
面側に押し出し成形して設けた構成とした。
According to a first aspect of the present invention, there is provided a washer for tightening a concrete form according to the present invention, wherein two parallel butter angles are provided along the outer surface of the assembled concrete form. A single-stage presser surface that can be mated, and a two-stage presser surface that can be mated to an upper stage of a flutter angle along a two-stage stack are in a state where the legs are opened at a predetermined angle, and each of the presser surfaces has concrete. In the washer for tightening a concrete form having a through hole of an extension shaft with a wedge set hole protruding from the form and having a stopper at each end of the pressing surface to prevent the flutter angle from coming off, The stopper provided at the end of the holding surface is provided by forming a cutting line at a position within a plane having a predetermined width from the edge of the two-stage holding surface, and extruding the end from the cutting line toward the two-stage holding surface. Configuration.

【0009】請求項2記載のコンクリート型枠締め付け
用座金では、組み立てたコンクリート型枠の外面に一段
に沿えた並列二本のバタ角に面合可能な一段押え面と、
二段重ねに沿えたバタ角の上段一本に面合可能な二段押
え面とを所定角度で開脚した状態に有すると共に、前記
各押え面にはコンクリート型枠から突出させた楔セット
穴付き延長軸の挿通穴を有し、かつ前記各押え面端部に
バタ角の外れを防止するストッパを有したコンクリート
型枠締め付け用の座金において、前記一段押え面に設け
た挿通穴は該一段押え面の長手方向略中央部分に開設
し、かつ前記二段押え面に設けた挿通穴は、該挿通穴の
縁部と二段押え面の前記一段押え面側終端との間に二段
押え面背面と同一高さの平行面部を有するように開設し
た構成とした。
According to a second aspect of the present invention, there is provided a washer for fastening a concrete formwork, comprising: a one-step pressing surface which can face two parallel butter angles along a step on an outer surface of the assembled concrete form;
A wedge set hole protruding from a concrete form is provided on each of the holding surfaces, with a two-stage holding surface capable of being faced to one upper stage of a flutter angle along the two-stage stack being opened at a predetermined angle. In the washer for tightening a concrete formwork having a through hole for an extension shaft with a hole and having a stopper at each end of the pressing surface to prevent the flutter angle from coming off, the through hole provided in the one-stage pressing surface is the one-stage pressing hole. An insertion hole formed in a substantially central portion in the longitudinal direction of the holding surface and provided in the two-stage holding surface is provided with a two-stage holding member between an edge of the insertion hole and the first-stage holding surface side end of the two-stage holding surface. It was constructed so as to have a parallel surface part at the same height as the rear surface.

【0010】[0010]

【作用】請求項1記載のコンクリート型枠締め付け用座
金では、二段押え面端部に切断線を入れ、その切断線か
ら端部側を押し出してストッパを成形したから、このス
トッパのバタ角に接する側は、切断線側が押え面に対し
急に突出した状態となって湾曲部を作らず、従ってスト
ッパはバタ角の角にぴったりと納まるから乗り上げが不
可能となる。このため、楔を強固に打ち込んでもストッ
パがずれることがないから、バタ角を弛めず型枠を強固
に保形することができるようになる。
In the washer for fastening the concrete formwork according to the first aspect, a cutting line is formed at the end of the two-stage pressing surface, and the end is extruded from the cutting line to form the stopper. On the contacting side, the cutting line side suddenly protrudes from the pressing surface, so that a curved portion is not formed. Therefore, the stopper can fit exactly in the flutter angle, so that it is impossible to ride on the stopper. Therefore, even if the wedge is firmly driven, the stopper does not shift, so that the form can be firmly maintained without loosening the flutter angle.

【0011】請求項2記載のコンクリート型枠締め付け
用座金では、二段押え面の背面側における挿通穴の両側
は、この二段押え面背面と、その二段押え面背面と同一
高さの平行面部とで形成されているから、前記挿通穴か
ら突出した楔セット穴付き延長軸に楔を打ち込む際、楔
を挿通穴両側の平行な面同士で受けることから、その分
面圧が小さくなって挿通穴端縁の角部がへたることがな
い。このため、楔を強固に打ち込んでもストッパ側が浮
き上がることがないから、バタ角を弛めず型枠を強固に
保形することができるようになる。
In the washer for tightening the concrete formwork according to the second aspect, both sides of the insertion hole on the back side of the two-stage pressing surface are parallel to the back of the two-stage pressing surface and the same height as the back of the two-stage pressing surface. When the wedge is driven into the extension shaft with a wedge set hole protruding from the insertion hole, since the wedge is received by the parallel surfaces on both sides of the insertion hole, the surface pressure decreases. The corner of the edge of the insertion hole does not slack. For this reason, even if the wedge is firmly driven, the stopper side does not rise, and the form can be firmly maintained without loosening the flutter angle.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳細に説明する。図1は本発明実施の形態の
コンクリート型枠締め付け用座金を示す断面図、図2は
同上の正面図、図3は同上の平面図、図4は同上の底面
図、図5は図2のa−a線による断面図、図6は一段の
バタ角を固定した使用状態を示す説明図、図7は二段の
バタ角を固定した使用状態を示す説明図である。尚、図
2から図4までは楔の図形を省略している。本実施の形
態のコンクリート型枠締め付け用座金Aは、一段押え面
1と、二段押え面2と、一段押え面側挿通穴3と、二段
押え面側挿通穴4と、一段押え面側ストッパ5と、二段
押え面側ストッパ6と、二段押え面の平行面部7と、楔
8とを主要な構成としている。
Embodiments of the present invention will be described below in detail with reference to the drawings. 1 is a cross-sectional view showing a washer for fastening a concrete formwork according to an embodiment of the present invention, FIG. 2 is a front view of the same, FIG. 3 is a plan view of the same, FIG. 4 is a bottom view of the same, and FIG. FIG. 6 is a sectional view taken along line aa, FIG. 6 is an explanatory view showing a use state in which a single-stage flap angle is fixed, and FIG. 7 is an explanatory view showing a use state in which a two-step flap angle is fixed. 2 to 4, illustrations of the wedge are omitted. The concrete form clamping washer A according to the present embodiment includes a single-step pressing surface 1, a two-step pressing surface 2, a first-step pressing surface side insertion hole 3, a two-step pressing surface side insertion hole 4, and a one-step pressing surface side. The main configuration includes a stopper 5, a two-stage pressing surface side stopper 6, a parallel surface portion 7 of the two-stage pressing surface, and a wedge 8.

【0013】前記一段押え面1は、組み立てた型枠11
に並列に沿えたバタ角12に面合させ、二段押え面2は
一本のバタ角13に面合させるものであって、帯状の鋼
板を長短の比で開脚した状態(本実施の形態では略13
5度)に折り曲げることにより、その長尺側を一段押え
面1とし短尺側を二段押え面2としている。14がその
折り曲げ点である。そしてこの際、帯状の鋼板の側縁部
を全長に渡って折り曲げて断面略コ字状となるように補
強リブ9を押え面の両側に立設させている。前記一段押
え面1側には、外側端部を一段押え面方向に比較的長い
寸法を付与して折り曲げ形成した一段押え面側ストッパ
5を有している。15がその折り曲げ点である。また、
この折り曲げ点15と前記折り曲げ点14との間の略中
央部に、押え面幅方向に長い長穴状の一段押え面側挿通
穴3を設け、その両側にそれぞれバタ角12の面幅より
少し余裕をもつ長さを付与して一段押え面1が形成され
ている。16aはこの一段押え面側の端縁である。
The one-stage pressing surface 1 is provided with an assembled form 11
And the two-stage pressing surface 2 faces one flutter angle 13. The belt-like steel plate is opened at a length-to-short ratio (this embodiment). About 13 in form
5 °), the long side is a one-stage pressing surface 1 and the short side is a two-stage pressing surface 2. 14 is the bending point. At this time, the reinforcing ribs 9 are erected on both sides of the pressing surface so that the side edge of the strip-shaped steel plate is bent over the entire length and has a substantially U-shaped cross section. On the side of the one-stage pressing surface 1, there is provided a one-stage pressing surface-side stopper 5 formed by bending the outer end portion to have a relatively long dimension in the one-stage pressing surface direction. 15 is the bending point. Also,
At a substantially central portion between the bending point 15 and the bending point 14, an elongated hole-shaped single-stage pressing surface side insertion hole 3 long in the pressing surface width direction is provided. The one-step holding surface 1 is formed with a sufficient length. Reference numeral 16a denotes an edge on the one-stage pressing surface side.

【0014】前記二段押え面2側には、折り曲げ部を設
けず、この二段押え面側の端縁16bから略5mm幅を
有する面内位置に切断線17を入れると共に、切断線1
7から端部側を二段押え面2側に押し出し成形(切り押
し出し)して二段押え面側ストッパ6を設けている。こ
の時、切断線17が二段押え面2に対し直交して突出す
るように押し出し成形する。また、前記切断線17と前
記折り曲げ点14との間であって、二段押え面2の背面
2a側から見て、折り曲げ点14側に5mm程度の幅を
残して前記同様二段押え面側挿通穴4を設けている。前
記5mm程度の幅部分が背面2aと同一高さを有する平
行面部7となる。そして、前記二段押え面側挿通穴4に
おけるストッパ6側端縁18と、前記折り曲げ点14と
の間にバタ角13の面幅より少し余裕をもつ長さを付与
して二段押え面2が形成されている。
A bent line is not provided on the side of the two-stage pressing surface 2, and a cutting line 17 is inserted into an in-plane position having a width of about 5 mm from the edge 16b on the side of the two-stage pressing surface.
7, the end side is extruded (cut and extruded) to the two-stage press surface 2 side to provide a two-stage press surface side stopper 6. At this time, extrusion molding is performed so that the cutting line 17 projects perpendicular to the two-stage pressing surface 2. Also, between the cutting line 17 and the bending point 14, when viewed from the back surface 2 a side of the two-stage pressing surface 2, the width of the bending point 14 side is about 5 mm, and the same two-stage pressing surface side as above. An insertion hole 4 is provided. The width portion of about 5 mm becomes the parallel plane portion 7 having the same height as the back surface 2a. Then, a length having a margin slightly smaller than the surface width of the flap angle 13 is provided between the edge 18 on the stopper 6 side in the through hole 4 on the two-stage pressing surface side and the bending point 14 so that the two-stage pressing surface 2 is formed. Are formed.

【0015】図中20は一段押え面1側の補強リブ9に
切断線21を入れ一段押え面背面1a側に押し出し成形
した楔収納ストッパであって、不使用時大量に積層して
チェーンが絡みつくのを防止したり、セット前までの取
扱いを容易とするものである。22は楔セット時のガイ
ド、23は楔の長辺側である。尚、前記ガイド22は二
段押え面の背面側に別に設けてもよい。
In the drawing, reference numeral 20 denotes a wedge storage stopper formed by inserting a cutting line 21 into the reinforcing rib 9 on the one-stage pressing surface 1 and extruding the same on the back surface 1a of the one-stage pressing surface. And to facilitate handling before setting. 22 is a guide for setting the wedge, and 23 is the long side of the wedge. The guide 22 may be separately provided on the back side of the two-stage pressing surface.

【0016】次に、本実施の形態のコンクリート型枠締
め付け用座金Aの作用を説明する。まず、バタ角が二段
の場合、図7に示すように、二段重ねのバタ角13から
突出した楔セット穴付き延長軸24を二段押え面側挿通
穴4に挿通してから、二段押え面2がバタ角13に面合
するようにセットする。この時、一段押え面1側の端縁
16aが型枠11に接地した状態となる。二段押え面の
背面2aから突出した楔セット穴付き延長軸24にはセ
ット穴26が現出しているから、このセット穴26に楔
8を打ち込む。この場合、セット穴26が、二段押え面
の背面2aとこれに同一高さで平行する平行面部7との
間にあることから、楔の長辺側23が背面2aと平行面
部7に面合した状態となって二段押え面2と型枠11と
の間を狭め、二段のバタ角13同士と型枠11を一体化
させることになる。前記楔8の打ち込みに際し、楔の長
辺側23を挿通穴両側の平行な面同士で受けることか
ら、その分面圧が小さくなって挿通穴端縁の角部がへた
ることがない。このため、楔8を強固に打ち込んでも、
楔のストッパ側が浮き上がることがないから、バタ角1
3を弛めることがなく、型枠11を強固に保形すること
ができるようになる。
Next, the operation of the washer A for fastening the concrete formwork of this embodiment will be described. First, when the flute angle is two-stage, as shown in FIG. 7, the extension shaft 24 with the wedge set hole protruding from the two-stage flap angle 13 is inserted into the two-stage pressing surface side insertion hole 4, The step holding surface 2 is set so as to face the flutter angle 13. At this time, the edge 16a on the one-stage pressing surface 1 side comes into contact with the formwork 11. Since a set hole 26 is exposed on the extension shaft 24 with a wedge set hole protruding from the back surface 2a of the two-step holding surface, the wedge 8 is driven into the set hole 26. In this case, since the setting hole 26 is located between the back surface 2a of the two-stage pressing surface and the parallel surface portion 7 which is parallel to the same height, the long side 23 of the wedge faces the back surface 2a and the parallel surface portion 7. In this state, the space between the two-stage pressing surface 2 and the formwork 11 is reduced, and the two-stage flutter angles 13 and the formwork 11 are integrated. When the wedge 8 is driven, since the long side 23 of the wedge is received by the parallel surfaces on both sides of the insertion hole, the surface pressure is reduced by that amount, and the corner of the edge of the insertion hole is not slackened. For this reason, even if the wedge 8 is firmly driven,
Since the stopper side of the wedge does not rise, the flap angle is 1
The mold 11 can be firmly maintained without loosening the mold 3.

【0017】また、前記楔8を打ち込むに際し、コンク
リート型枠締め付け用座金Aは下方(打ち込み方向)に
移動させるような外力を受ける。この時、二段押え面側
ストッパ6は、切断線17側がバタ角13の平面部に面
合して係止した状態となっている。この場合、切断線1
7側と二段押え面2との間に湾曲部がないことから、ス
トッパ6がバタ角13を乗り上げることが不可能とな
る。このため、楔8を強固に打ち込んでもストッパ6が
ずれることもないから、バタ角13を弛めず型枠11を
強固に保形することができるようになる。
When the wedge 8 is driven, the washer A for tightening the concrete form is subjected to an external force to move it downward (in the driving direction). At this time, the two-stage pressing surface side stopper 6 is in a state where the cutting line 17 side is engaged with the flat portion of the flutter angle 13 and locked. In this case, cutting line 1
Since there is no curved portion between the side 7 and the two-stage pressing surface 2, it is impossible for the stopper 6 to ride over the flutter angle 13. Therefore, even if the wedge 8 is firmly driven, the stopper 6 does not shift, so that the form 11 can be firmly maintained without loosening the flutter angle 13.

【0018】次に、バタ角が一段の場合、図6に示すよ
うに、一段に平行配置したバタ角12から突出した楔セ
ット穴付き延長軸24を一段押え面側挿通穴3に挿通し
てから、一段押え面1がバタ角12に面合するようにセ
ットする。この時、二段押え面2側の端縁16aが型枠
25に接地した状態となる。一段押え面の背面1aから
突出した楔セット穴付き延長軸24にはセット穴27が
現出しているから、このセット穴27に楔8を打ち込
む。この場合、セット穴27が、一段押え面の背面1a
の略中央にあることから、楔の長辺側23が背面1aの
略全面に面合した状態となって一段押え面1と型枠25
との間を狭め、バタ角12と型枠25を一体化させるこ
とになる。この場合は、背面1aがへたって楔8が浮き
上がることもなく、また、一段押え面側ストッパ5が比
較的長く形成できることから、ストッパ5がバタ角12
の角部を乗り越えることが不可能となる。このため、バ
タ角12を弛めず型枠25を強固に補形することができ
る。
Next, when the butter angle is one step, as shown in FIG. 6, an extension shaft 24 with a wedge set hole protruding from the butter angle 12 arranged in one step is inserted into the one-step pressing surface side insertion hole 3. Then, the first pressing surface 1 is set so as to face the flutter angle 12. At this time, the edge 16a on the two-stage pressing surface 2 side is in a state of being in contact with the formwork 25. Since a set hole 27 is exposed on the extension shaft 24 with a wedge set hole protruding from the back surface 1a of the one-step pressing surface, the wedge 8 is driven into the set hole 27. In this case, the set hole 27 is located on the back surface 1a of the one-step holding surface.
, The long side 23 of the wedge faces the substantially entire surface of the back surface 1a, so that the one-step pressing surface 1 and the mold 25
And the flutter angle 12 and the formwork 25 are integrated. In this case, the wedge 8 is not lifted by the back surface 1a and the stopper 5 on the one-stage pressing surface side can be formed relatively long.
It is impossible to get over the corner of For this reason, the mold 25 can be firmly shaped without loosening the flutter angle 12.

【0019】以上、本発明の実施の形態を説明してきた
が、本発明の具体的な構成はこの実施の形態に限定され
るものではなく、本発明の要旨を逸脱しない範囲の設計
変更などがあっても、本発明に含まれる。
Although the embodiment of the present invention has been described above, the specific configuration of the present invention is not limited to this embodiment, and a design change or the like may be made without departing from the gist of the present invention. If so, they are included in the present invention.

【0020】例えば、ストッパ6の押し出し形状は任意
である。
For example, the push-out shape of the stopper 6 is arbitrary.

【0021】[0021]

【発明の効果】以上説明してきたように、本発明請求項
1記載のコンクリート型枠締め付け用座金にあっては、
前記構成としたため、つまり二段押え面端部に切断線を
入れ、その切断線から端部側を押し出してストッパを成
形したから、このストッパのバタ角に接する側は、切断
線側が押え面に対し急に突出した状態となって湾曲部を
作らず、従ってストッパはバタ角の角にぴったりと納ま
って乗り上げが不可能となる。このため、楔を強固に打
ち込んでもストッパがずれることがないから、バタ角を
弛めず型枠を強固に保形することができるようになる。
As described above, the washer for tightening the concrete form according to the first aspect of the present invention comprises:
Because of the above configuration, that is, a cutting line was inserted at the end of the two-stage pressing surface, and the end was extruded from the cutting line to form the stopper, so that the side in contact with the flap angle of the stopper has the cutting line side on the pressing surface. On the other hand, it suddenly protrudes and does not form a curved portion, and therefore, the stopper fits exactly in the corner of the flutter angle and cannot be climbed. Therefore, even if the wedge is firmly driven, the stopper does not shift, so that the form can be firmly maintained without loosening the flutter angle.

【0022】請求項2記載のコンクリート型枠締め付け
用座金にあっては、前記構成としたため、つまり二段押
え面の背面側における挿通穴の両側は、この二段押え面
背面と、その二段押え面背面と同一高さの平行面部とで
形成されているから、前記挿通穴から突出した楔セット
穴付き延長軸に楔を打ち込む際、楔を挿通穴両側の平行
な面同士で受けることから、その分面圧が小さくなって
挿通穴端縁の角部がへたることがない。このため、楔を
強固に打ち込んでもストッパ側が浮き上がることがない
から、バタ角を弛めず型枠を強固に保形することができ
るようになる。
According to the second aspect of the present invention, the washer for fastening the concrete formwork has the above-mentioned structure, that is, both sides of the insertion hole on the back side of the two-stage pressing surface are the back of the two-stage pressing surface and the two-stage Since the pressing surface is formed by the back surface and the parallel surface portion having the same height, when the wedge is driven into the extended shaft with the wedge set hole protruding from the insertion hole, the wedge is received by the parallel surfaces on both sides of the insertion hole. However, the surface pressure is reduced by that amount, and the corner of the edge of the insertion hole is not slackened. For this reason, even if the wedge is firmly driven, the stopper side does not rise, and the form can be firmly maintained without loosening the flutter angle.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明実施の形態のコンクリート型枠締め付け
用座金を示す断面図である。
FIG. 1 is a sectional view showing a washer for fastening a concrete formwork according to an embodiment of the present invention.

【図2】同上のコンクリート型枠締め付け用座金を示す
正面図である。
FIG. 2 is a front view showing the washer for fastening the concrete formwork of the above.

【図3】同上のコンクリート型枠締め付け用座金を示す
平面図である。
FIG. 3 is a plan view showing the washer for fastening a concrete formwork in the above.

【図4】同上のコンクリート型枠締め付け用座金を示す
底面図である。
FIG. 4 is a bottom view showing the washer for fastening the concrete formwork of the above.

【図5】図2のa−a線による断面図である。FIG. 5 is a sectional view taken along line aa of FIG. 2;

【図6】一段のバタ角を固定した使用状態を示す説明図
である。
FIG. 6 is an explanatory diagram showing a use state in which a one-stage butterfly angle is fixed.

【図7】二段のバタ角を固定した使用状態を示す説明図
である。
FIG. 7 is an explanatory diagram showing a use state in which the two-stage flutter angle is fixed.

【図8】従来のコンクリート型枠締め付け用座金を示す
正面図である。
FIG. 8 is a front view showing a conventional concrete mold clamping washer.

【図9】従来のコンクリート型枠締め付け用座金の使用
状態を示す説明図である。
FIG. 9 is an explanatory view showing a usage state of a conventional washer for fastening a concrete formwork.

【図10】従来のコンクリート型枠締め付け用座金の使
用状態を示す説明図である。
FIG. 10 is an explanatory view showing a usage state of a conventional washer for fastening a concrete formwork.

【符号の説明】[Explanation of symbols]

A コンクリート型枠締め付け用座金 1 一段押え面 2 二段押え面 2a 二段押え面の背面 3 一段押え面側挿通穴 4 二段押え面側挿通穴 5 一段押え面側ストッパ 6 二段押え面側ストッパ 7 二段押え面側背面の平行面部 8 楔 11,25 型枠 12,13 バタ角 14 押え面の折り曲げ点 15 ストッパ5の折り曲げ点 16b 二段押え面の端縁 17 切断線 18 二段押え面側挿通穴のストッパ側端縁 24 楔セット穴付き延長軸 A Washer for concrete formwork tightening 1 1st holding surface 2 2nd holding surface 2a Back surface of 2nd holding surface 3 1st holding surface side insertion hole 4 2nd holding surface side insertion hole 5 1st holding surface side stopper 6 2nd holding surface side Stopper 7 Parallel surface part on the back side of the two-stage press surface 8 Wedge 11, 25 Formwork 12, 13 Butter angle 14 Bend point of press surface 15 Bend point of stopper 5 16b Edge of two-stage press surface 17 Cutting line 18 Two-stage press Stopper side edge of surface side insertion hole 24 Extension shaft with wedge set hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 組み立てたコンクリート型枠の外面に一
段に沿えた並列二本のバタ角に面合可能な一段押え面
と、二段重ねに沿えたバタ角の上段一本に面合可能な二
段押え面とを所定角度で開脚した状態に有すると共に、
前記各押え面にはコンクリート型枠から突出させた楔セ
ット穴付き延長軸の挿通穴を有し、かつ前記各押え面端
部にバタ角の外れを防止するストッパを有したコンクリ
ート型枠締め付け用の座金において、 前記二段押え面の端部に有したストッパは、該二段押え
面端縁から所定幅を有する面内位置に切断線を入れ該切
断線から端部側を二段押え面側に押し出し成形して設け
たことを特徴とするコンクリート型枠締め付け用座金。
1. An assembling concrete formwork having a single-step pressing surface which can be faced with two parallel flutter angles along a single step and an upper step which can face a flutter angle along a two-step stack. While having the two-step holding surface and the leg opened at a predetermined angle,
For tightening a concrete form having a through hole for an extension shaft with a wedge set hole protruding from the concrete form on each of the press surfaces, and having a stopper at each end of the press surface to prevent the flutter angle from coming off. In the washer, a stopper provided at an end of the two-stage pressing surface inserts a cutting line at an in-plane position having a predetermined width from an edge of the two-stage pressing surface, and the end side from the cutting line is a two-stage pressing surface. A washer for tightening a concrete formwork, which is provided by extrusion molding on a side.
【請求項2】 組み立てたコンクリート型枠の外面に一
段に沿えた並列二本のバタ角に面合可能な一段押え面
と、二段重ねに沿えたバタ角の上段一本に面合可能な二
段押え面とを所定角度で開脚した状態に有すると共に、
前記各押え面にはコンクリート型枠から突出させた楔セ
ット穴付き延長軸の挿通穴を有し、かつ前記各押え面端
部にバタ角の外れを防止するストッパを有したコンクリ
ート型枠締め付け用の座金において、 前記一段押え面に設けた挿通穴は該一段押え面の長手方
向略中央部分に開設し、かつ前記二段押え面に設けた挿
通穴は、該挿通穴の縁部と二段押え面の前記一段押え面
側終端との間に二段押え面背面と同一高さの平行面部を
有するように開設したことを特徴とするコンクリート型
枠締め付け用座金。
2. A one-stage pressing surface which can be faced with two parallel butter angles along the outer surface of an assembled concrete formwork, and a one-stage pressing surface which can be faced with an upper butter angle along a two-stage stack. While having the two-step holding surface and the leg opened at a predetermined angle,
For tightening a concrete form having a through hole for an extension shaft with a wedge set hole protruding from the concrete form on each of the press surfaces, and having a stopper at each end of the press surface to prevent the flutter angle from coming off. In the washer, an insertion hole provided in the one-stage pressing surface is opened at a substantially central portion in a longitudinal direction of the one-stage pressing surface, and an insertion hole provided in the two-stage pressing surface is two steps from an edge of the insertion hole. A washer for tightening a concrete formwork, wherein the washer is opened so as to have a parallel surface portion at the same height as the back surface of the two-stage pressing surface between the pressing surface and the end of the one-stage pressing surface side.
JP10398398A 1998-03-30 1998-03-30 Washer for clamping concrete form Pending JPH11280257A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10398398A JPH11280257A (en) 1998-03-30 1998-03-30 Washer for clamping concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10398398A JPH11280257A (en) 1998-03-30 1998-03-30 Washer for clamping concrete form

Publications (1)

Publication Number Publication Date
JPH11280257A true JPH11280257A (en) 1999-10-12

Family

ID=14368560

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10398398A Pending JPH11280257A (en) 1998-03-30 1998-03-30 Washer for clamping concrete form

Country Status (1)

Country Link
JP (1) JPH11280257A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002295010A (en) * 2001-03-29 2002-10-09 Fukuda Corp Framework holder
AT413723B (en) * 2001-11-19 2006-05-15 System Albanese SPACER KEIL

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002295010A (en) * 2001-03-29 2002-10-09 Fukuda Corp Framework holder
AT413723B (en) * 2001-11-19 2006-05-15 System Albanese SPACER KEIL

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