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JPH076285B2 - Joining structure of clamps and form panel using the clamps - Google Patents
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JPH076285B2 - Joining structure of clamps and form panel using the clamps - Google Patents

Joining structure of clamps and form panel using the clamps

Info

Publication number
JPH076285B2
JPH076285B2 JP26503092A JP26503092A JPH076285B2 JP H076285 B2 JPH076285 B2 JP H076285B2 JP 26503092 A JP26503092 A JP 26503092A JP 26503092 A JP26503092 A JP 26503092A JP H076285 B2 JPH076285 B2 JP H076285B2
Authority
JP
Japan
Prior art keywords
plate
holding plate
holding
edge
elongated hole
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 - Fee Related
Application number
JP26503092A
Other languages
Japanese (ja)
Other versions
JPH06117097A (en
Inventor
辰明 林本
Original Assignee
株式会社林本建設
三上軽金属株式会社
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 株式会社林本建設, 三上軽金属株式会社 filed Critical 株式会社林本建設
Priority to JP26503092A priority Critical patent/JPH076285B2/en
Publication of JPH06117097A publication Critical patent/JPH06117097A/en
Publication of JPH076285B2 publication Critical patent/JPH076285B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、型枠パネルの接合等に
用いる挟持金具とこの挟持金具を用いた型枠パネルの接
合構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a holding metal fitting used for joining form panels and the like and a joining structure for a form panel using the holding metal fitting.

【0002】[0002]

【従来の技術】例えば、各種基礎や壁体等のコンクリー
ト構造物を建造する場合には、木製のコンクリート型枠
内にコンクリートを打設して施工するのが一般的であ
る。かかる木製のコンクリート型枠は、木製の堰板(合
板)の裏面に複数本の桟木を固着してなる型枠パネルを
面一に接合して構成されるが、このさい従来では、型枠
パネルの端縁部裏面に沿って設けた桟木同志を釘で打ち
付けることによって隣接する型枠パネルを互いに面一に
接合するようにしている。
2. Description of the Related Art For example, when constructing concrete structures such as various foundations and walls, it is common to place concrete in a wooden concrete formwork for construction. Such a wooden concrete formwork is constructed by joining a formwork panel, which is formed by fixing a plurality of splints to the back surface of a wooden dam plate (plywood), in a flush manner. Adjacent formwork panels are joined flush with each other by striking the piers provided along the back surface of the end edge of the above with nails.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の技術では、堰板端部に設けた桟木同志を釘で打ち付
けて型枠パネルを接合しているため、専ら現場での作業
工数が多く、しかも釘打ち時の振動や作業者の未熟のた
め型枠パネルの接合部分に段差が生じやすく、コンクリ
ートが洩れ出したり硬化後のコンクリートの打ち面が悪
くなるという問題があった。
However, in the above conventional technique, since the piers provided at the end of the dam plate are nailed together to join the form panel, the number of man-hours on site is large, Moreover, there is a problem that a step is likely to occur at the joint portion of the form panel due to vibration at the time of nailing and immaturity of the operator, concrete leaks out, and the concrete hitting surface after hardening deteriorates.

【0004】本発明は、このような実情に鑑み、型枠パ
ネル等の接合作業を簡便かつ確実に行いうる挟持金具と
この挟持金具を用いた型枠パネルの接合構造を提供する
ことを目的とする。
In view of such circumstances, an object of the present invention is to provide a sandwiching metal fitting and a formwork panel joining structure using the sandwiching metal fitting, which can easily and surely perform the joining work of the formwork panel and the like. To do.

【0005】[0005]

【課題を解決するための手段】上記目的を達成すべく、
本発明は、次の技術的手段を講じた。即ち、請求項1記
載の発明は、挟持金具は、幅方向一側縁に第一掛止片が
裏面側へ突設された第一挟持板と、幅方向他側縁に第二
掛止片が裏面側へ突設されかつ前記第一挟持板の裏面に
幅方向摺動自在に重合された第二挟持板と、第一挟持板
の表面に回転摺動自在に重合する回転体を有する操作部
材とを備え、前記第一挟持板の中央部に幅方向に長い第
一長孔が設けられ、前記第一挟持板の幅方向他側よりに
前記第一長孔と交差する方向に長い第二長孔が設けら
れ、前記回転体は、前記第一長孔内にスライド自在に挿
通されかつ先端部が前記第二挟持板に固定された取付ピ
ンを介して当該両挟持板に対して相対回転自在に枢着さ
れ、前記回転体の裏面に、前記第二長孔内にスライド自
在に挿通された支点ピンが突設されていることを特徴と
する。
[Means for Solving the Problems] In order to achieve the above object,
The present invention has taken the following technical means. That is, the invention according to claim 1 is such that, in the holding metal fitting, the first holding plate having the first hooking piece projecting toward the back side on one widthwise side edge and the second hooking piece on the other widthwise side edge. An operation having a second holding plate projecting toward the back side and superposed on the back side of the first holding plate so as to be slidable in the width direction, and a rotating body superposed on the surface of the first holding plate so as to be rotatable and slidable A first elongated plate is provided in the central portion of the first sandwiching plate in the width direction, the first elongated plate is longer than the other side in the width direction of the first sandwiching plate in the direction crossing the first elongated hole. Two elongated holes are provided, the rotary body is slidably inserted into the first elongated hole, and the tip end portion is opposed to both sandwiching plates via a mounting pin fixed to the second sandwiching plate. A fulcrum pin that is rotatably pivotally mounted and that is slidably inserted into the second elongated hole is provided on the back surface of the rotating body in a protruding manner. .

【0006】また、請求項2記載の発明は、幅方向反端
縁側に被掛止溝を有する掛止突条が端縁部裏面に延設さ
れた型枠パネルが面一に並設され、この型枠パネルの接
合部分に位置する両掛止突条が、その被掛止溝に挟持金
具の掛止片を嵌合させるようにして挟持金具によって互
いに挟持されていることを特徴とする。
According to the second aspect of the present invention, the frame panels in which the latching protrusions having the latched grooves on the opposite end side in the width direction are provided on the rear surface of the edge portion are arranged in parallel. It is characterized in that the two retaining projections located at the joint portion of the form panel are sandwiched by the retaining metal fittings so that the retaining pieces of the retaining metal fittings fit into the engaged grooves.

【0007】[0007]

【作用】請求項1記載の発明では、操作部材を両挟持板
に対して相対回転させると、支点ピンは第二長孔内を移
動すると同時に、取付ピンは第一長孔内を移動する。取
付ピンの先端部は第二挟持板に取り付けられているの
で、第二挟持板は取付ピンの移動に伴って第一挟持板に
対して幅方向に相対摺動する。従って、型枠パネル等の
接合させたいものの端部に設けた被掛止部(実施例で
は、掛止突条)を掛止片間に差し込み、挟持金具の操作
部材を回動させれば型枠パネル等を極めて簡便に接合さ
せることができる。
According to the first aspect of the invention, when the operating member is rotated relative to the sandwiching plates, the fulcrum pin moves in the second elongated hole and the mounting pin moves in the first elongated hole at the same time. Since the tip end portion of the mounting pin is mounted on the second holding plate, the second holding plate slides relative to the first holding plate in the width direction as the mounting pin moves. Therefore, by inserting a hooked portion (a hooking protrusion in the embodiment) provided at an end of an object to be joined, such as a formwork panel, between the hooking pieces, and rotating the operating member of the holding metal fitting, Frame panels and the like can be joined very easily.

【0008】請求項2記載の発明では、挟持金具の各掛
止片が掛止突条に設けた被掛止溝に嵌合するので、操作
部材で挟持金具を締め付けるだけで型枠パネルを簡単に
接合できると共に、この接合の際に型枠パネルの接合部
分にずれが生じることがない。
According to the second aspect of the present invention, since each hooking piece of the holding metal fitting fits into the hooked groove formed in the hooking projection, the form panel can be simplified simply by tightening the holding metal fitting with the operating member. In addition, the joint portion of the form panel is not displaced during the joining.

【0009】[0009]

【実施例】以下、図面に基づいて本発明の一実施例につ
いて詳述する。図1〜図5において、本実施例で採用し
た縁用桟木1 は、アルミ合金製の押出し材よりなる長尺
物で、木製の堰板(合板)2 の端縁部裏面に固着される
長尺板状の取付部3 と、取付部3 の幅方向一側縁におい
てこの取付部3 の表面側(図4の上側)へ堰板2 の厚さ
分だけ変位する段差部4 と、この段差部4 の表面側端縁
から取付部3 と反対側に延設された長尺板状の接合部5
と、取付部3 の裏面に立設されかつその取付部3 と平行
な補強リブ6 とを備えている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings. In FIGS. 1 to 5, the edge shackle 1 used in this embodiment is a long piece made of an extruded material of aluminum alloy, and is a long piece fixed to the back surface of the edge of the wooden dam plate (plywood) 2. The scale plate-shaped mounting portion 3, the step portion 4 that is displaced by the thickness of the weir plate 2 toward the surface side (upper side in FIG. 4) of the mounting portion 3 at one side edge in the width direction of the mounting portion 3, and this step Long plate-shaped joint 5 that extends from the front edge of part 4 to the side opposite to mounting part 3.
And a reinforcing rib 6 provided upright on the back surface of the mounting portion 3 and parallel to the mounting portion 3.

【0010】なお、本明細書において、縁用桟木1 (又
は、型枠パネル14)の表面側とは、コンクリートが打設
される型枠の内空側を意味し、裏面側とは型枠の外側を
意味する。上記接合部5 の幅方向一側縁には、丸セパ7
とほぼ同径の半割れ状(半円形状)の切欠き孔8 が所定
間隔おきに形成されていて、これにより、一対の縁用桟
木1 を互いの切欠き孔8 を位置合わせするようにしてそ
の接合部5 において突き合わすと、図3,4に示す如
く、丸セパ7 の端部(ねじ部16)を挿通しうるセパ挿通
孔9 が形成されるようになっている。
In this specification, the front side of the edge stile 1 (or the form panel 14) means the inner side of the form in which concrete is placed, and the back side means the form. Means outside. A round separator 7 is attached to one side edge of the joint 5 in the width direction.
Semi-cracked (semi-circular) cutout holes 8 of approximately the same diameter as that are formed at predetermined intervals, so that the pair of edge piers 1 can be aligned with each other. As shown in FIGS. 3 and 4, a separable insertion hole 9 through which the end (screw portion 16) of the round separation member 7 can be inserted is formed when the joints 5 are butted.

【0011】接合部5 の端縁部裏面には、縁用桟木1 の
長手方向に沿う掛止突条10が延設されている。この掛止
突条10は、前記段差部4 の高さよりやや低い断面ほぼI
型レール状を呈し、幅方向端縁側に断面U字状の溝部11
を備え、この溝部11を介して接合部5 の端縁と当該掛止
突条10の端縁よりなる二又状の接合面12が形成されてい
る。掛止突条10の幅方向反端縁側でかつ上記溝部11との
対応位置には、断面ほぼV字状の被掛止溝13が形成され
ており、接合面12で互いに突き合わされた一対の縁用桟
木1 は、この被掛止溝13に後述する挟持金具24の掛止片
25,27 を嵌合してその挟持金具24を締め付けることによ
って互いに接合される。
On the rear surface of the edge of the joint portion 5, a hooking protrusion 10 is provided along the longitudinal direction of the edge stile 1. This hooking protrusion 10 has a cross section of approximately I which is slightly lower than the height of the step portion 4.
A groove portion 11 having a shape rail shape and having a U-shaped cross section on the edge side in the width direction.
A bifurcated joint surface 12 composed of the end edge of the joint portion 5 and the end edge of the hooking projection 10 is formed through the groove portion 11. A hooked groove 13 having a substantially V-shaped cross section is formed on the side opposite to the width direction of the hooking projection 10 and at a position corresponding to the groove 11, and a pair of abutting surfaces 12 are abutted against each other. The edge peg 1 is a hooking piece of a holding metal fitting 24 described later in the hooked groove 13.
They are joined together by fitting 25 and 27 and tightening the clamp 24.

【0012】図2は、上記縁用桟木1 を有する型枠パネ
ル14を示している。この型枠パネル14は、木製の堰板2
の幅方向端縁部裏面に上記縁用桟木1 を固定してなり、
堰板2 の幅方向中間部の裏面には、堰板2 の縦方向に沿
う木製の桟木15が固着されている。即ち、縁用桟木1
は、堰板2 の端縁面を段差部4 に接合させるようにして
堰板2 の幅方向端縁部裏面に取付部3 の表面を固着する
ことで型枠パネル14に固定されていて、これにより、縁
用桟木1 の切欠き孔8 は、型枠パネル14の幅方向端縁
(縁用桟木1 の接合部5 )に所定間隔おきに配設される
ことになる。なお、取付部3 と堰板2 との固定手段は、
ボルトとナット、木ねじ又は瞬間接着剤等を採用しう
る。
FIG. 2 shows a formwork panel 14 having the edge stile 1 described above. This formwork panel 14 is made up of wooden weirboards 2.
Fix the above-mentioned edge berth 1 on the back surface of the edge in the width direction of
A wooden splint 15 along the longitudinal direction of the barrier plate 2 is fixed to the back surface of the barrier plate 2 at the intermediate portion in the width direction. That is, the edge pier 1
Is fixed to the form panel 14 by fixing the front surface of the mounting portion 3 to the back surface of the widthwise end edge of the barrier plate 2 so that the edge surface of the barrier plate 2 is joined to the step portion 4. As a result, the notch holes 8 of the edge stile 1 are arranged at predetermined intervals at the widthwise edge of the form panel 14 (the joint portion 5 of the edge stile 1). The means for fixing the mounting portion 3 and the dam plate 2 is
Bolts and nuts, wood screws or instant adhesives may be used.

【0013】また、本実施例では、型枠パネル14の横幅
Wは、丸セパ7 の横方向の配置ピッチ以下(600mm〜
900mm程度)に設定されている。即ち、壁体等のコン
クリート型枠を設計する場合には、一般に構造物の高さ
等に対応した強度計算を行って丸セパ7 の縦横の配置ピ
ッチが決定されるが、当該型枠パネル14の横幅Wは、か
かる丸セパ7 の横方向の配置ピッチと同じかやや小さい
程度に設定されており、従って、当該型枠パネル14を面
一に並設した場合には堰板2 にセパ挿通孔9 を新たに孔
明けする必要はない。
Further, in this embodiment, the lateral width W of the formwork panel 14 is equal to or less than the lateral arrangement pitch of the round separators 7 (600 mm-
It is set to about 900 mm). That is, when designing a concrete formwork such as a wall body, generally, the strength calculation corresponding to the height of the structure or the like is performed to determine the vertical and horizontal arrangement pitches of the round separators 7. The horizontal width W of the circular separator 7 is set to be equal to or slightly smaller than the horizontal arrangement pitch of the round separators 7. Therefore, when the formwork panels 14 are installed side by side in the same plane, the separators are inserted into the barrier plate 2. There is no need to reopen hole 9.

【0014】図4及び図5は、上記型枠パネル14を縦使
いとした場合の型枠パネル14の接合構造を示している。
同図において、左右両側に縁用桟木1 を有する一対の型
枠パネル14は、挟持金具24によって接合部5 の接合面12
において互いに面一に接合され、このさい形成される一
対の切欠き孔8 を合掌してなるセパ挿通孔9 に、丸セパ
7 のねじ部16が型枠内空側から外側に向かって貫通され
ている。このねじ部16には、先端部にスリット17を有す
る丸棒状の固定部材18が螺合され、固定部材18の上下方
には、一対の横桟19が縁用桟木1 及び木製の桟木15(縦
桟)の裏面側にこれらと直交するように添設されてい
る。
4 and 5 show a joint structure of the form panel 14 when the form panel 14 is used vertically.
In the figure, a pair of formwork panels 14 having edge stiles 1 on both the left and right sides are attached to the joint surface 12 of the joint portion 5 by a clamp 24.
At the same position, the circular separable holes are inserted into the separable through holes 9 formed by joining a pair of cutout holes 8 formed at this time.
The threaded portion 16 of 7 penetrates from the inner side of the mold to the outer side. A round rod-shaped fixing member 18 having a slit 17 at the tip is screwed into the screw portion 16, and a pair of horizontal bars 19 are provided above and below the fixing member 18 to form the edge pier 1 and the wooden pier 15 ( It is attached to the back side of the vertical rail so as to be orthogonal to these.

【0015】固定部材18の先端部には、中央に挿通孔を
有する短冊状の固定板20が挿通され、この固定板20は一
対の横桟19の裏面側を橋渡すようにして配置されてい
る。固定部材18のスリット17には、幅方向一端縁が固定
板20に摺接する楔板21が差し込まれ、これにより、隣接
する両型枠パネル14が面一かつ強固に接合されていると
共に、この型枠パネル14の裏面側に、コンクリート打設
時の面圧を支持すべく縦桟1,15と横桟18とから格子状と
された型枠支持構造22が枠組みされている。
A strip-shaped fixing plate 20 having an insertion hole in the center is inserted through the tip of the fixing member 18, and the fixing plate 20 is arranged so as to bridge the back side of the pair of horizontal rails 19. There is. The slit 17 of the fixing member 18 is inserted with a wedge plate 21 whose one edge in the width direction is in sliding contact with the fixing plate 20, whereby both adjacent formwork panels 14 are firmly joined flush with each other. On the back surface side of the formwork panel 14, a formwork support structure 22 in the form of a grid is framed from the vertical rails 1, 15 and the horizontal rails 18 in order to support the surface pressure at the time of placing concrete.

【0016】次に、図6乃至図8を参照して、上記型枠
パネル14を用いて壁体コンクリートの型枠を組み立てる
場合の施工手順を説明する。先ず、図6に示すように、
各型枠パネル14をその縁用桟木1 の接合部5 で互いに突
き合わせるようにして面一に並設し、挟持金具24で隣接
する縁用桟木1 の掛止突条10を挟持して各型枠パネル14
を互いに固定する。このさい、縁用桟木1 の接合部5 に
設けた切欠き孔8 を互いに位置合わせすることで、各型
枠パネル14の接合部分にセパ挿通孔9 を形成しておく。
Next, with reference to FIGS. 6 to 8, a construction procedure for assembling a wall concrete form using the form panel 14 will be described. First, as shown in FIG.
The form panels 14 are arranged side by side so that they are abutted against each other at the joints 5 of the edge pier 1, and the retaining ridges 10 of the adjacent edge piers 1 are sandwiched by the clamping metal fittings 24. Formwork panel 14
Fixed to each other. At this time, by aligning the cutout holes 8 provided in the joint portion 5 of the edge timber 1 with each other, the separation insertion hole 9 is formed in the joint portion of each form panel 14.

【0017】次に、図7に示すように、上記セパ挿通孔
9 に丸セパ7 を型枠内空側から挿通し、丸セパ7 のねじ
部16に固定部材18を取り付けた後、その固定部材18の上
下に横桟19を添設する。そして、図8に示すように、固
定部材18に固定板20を挿通して、固定部材18のスリット
17に楔板21を差し込むことにより、型枠の組立作業が完
了する。
Next, as shown in FIG. 7, the separator insertion hole is formed.
The round separator 7 is inserted into 9 from the empty side in the mold, the fixing member 18 is attached to the screw portion 16 of the round separator 7, and then the horizontal rails 19 are provided above and below the fixing member 18. Then, as shown in FIG. 8, the fixing plate 20 is inserted into the fixing member 18, and the slit of the fixing member 18 is formed.
By inserting the wedge plate 21 into 17, the work of assembling the form is completed.

【0018】このように、本実施例に係る縁用桟木1 及
び型枠パネル14によれば、縁用桟木1 が、その接合部5
の幅方向一側縁に丸セパ7 とほぼ同径の半割れ状の切欠
き孔8 を所定間隔おきに備え、互いの切欠き孔8 の位置
合わせをして一対の縁用桟木1 の接合部5 を突き合わせ
るようにすれば、堰板2 の中間部にしかセパ挿通孔9を
形成できなかった従来の型枠とは異なり、各型枠パネル
14の接合部分にセパ挿通孔9 を配置することができる。
従って、コンクリートの打設時に過大な面圧が型枠パネ
ル14の接合部分にかかっても、丸セパ7 の引張力が各型
枠パネル14の接合部5 に直接作用するためその接合部分
が開くのを有効に防止でき、コンクリート型枠の強度を
大幅に向上させることができる。
As described above, according to the edge timber 1 and the formwork panel 14 according to this embodiment, the edge timber 1 is joined to the joint portion 5 thereof.
One side edge in the width direction is provided with semi-cracked notch holes 8 of approximately the same diameter as the circular separator 7 at predetermined intervals, and the notch holes 8 are aligned with each other to join a pair of edge piers 1. If the parts 5 are abutted against each other, each form panel is different from the conventional form in which the separable insertion hole 9 can be formed only in the middle part of the barrier plate 2.
The separator insertion hole 9 can be arranged at the joint portion of 14.
Therefore, even if excessive surface pressure is applied to the joint portion of the form panel 14 when pouring concrete, the tensile force of the round separator 7 directly acts on the joint portion 5 of each form panel 14 to open the joint portion. Can be effectively prevented, and the strength of the concrete formwork can be significantly improved.

【0019】また、本実施例の型枠組立方法によれば、
隣接する両型枠パネル14の縁用桟木1 の切欠き孔8 を互
いに位置合わせしてセパ挿通孔9 を形成しており、型枠
パネル14の横幅Wを丸セパ7 の横方向の配置ピッチ以下
に設定することで型枠パネル14の堰板2 自体にセパ挿通
孔9 を設けることを不要としたので、型枠組立時のセパ
挿通孔9 の孔明け作業や割付け作業が不要となり、しか
も型枠解体時に堰板2を丸セパ7 の端部(ねじ部16)で
傷めることがなく型枠パネル14を硬化したコンクリート
から簡単に脱型できる。このため、堰板2 の転用回数を
向上でき、コンクリート型枠の施工手間及び材料コスト
の大幅な低減化を図ることができる。
Further, according to the mold assembly method of this embodiment,
The notch holes 8 of the edge stiles 1 of the two adjacent formwork panels 14 are aligned with each other to form a separable insertion hole 9, and the lateral width W of the formwork panel 14 is set to the lateral arrangement pitch of the round separers 7. By setting the following, it is not necessary to provide the separable insertion hole 9 in the dam plate 2 itself of the formwork panel 14, so it is not necessary to drill or allocate the separable insertion hole 9 when assembling the formwork. The mold plate 14 can be easily demolded from the hardened concrete without damaging the dam plate 2 with the end (screw part 16) of the round separator 7 when the mold is dismantled. Therefore, the number of diversions of the dam plate 2 can be improved, and the labor and material cost for constructing the concrete form can be significantly reduced.

【0020】図9乃至図14は、本実施例で採用した挟
持金具24を例示している。図10に示すように、この挟
持金具24は、幅方向一側縁に第一掛止片25が裏面側へ突
設された厚板金製の第一挟持板26と、幅方向他側縁に第
二掛止片27が裏面側へ突設されかつ前記第一挟持板26の
裏面に幅方向摺動自在に重合された厚板金製の第二挟持
板28と、第一挟持板26の表面に回転摺動自在に重合する
回転板(回転体)29を有する操作部材30とを備えてい
る。
9 to 14 exemplify the holding metal fittings 24 employed in this embodiment. As shown in FIG. 10, the holding metal fitting 24 includes a first holding plate 26 made of a thick metal plate having a first hooking piece 25 projecting to the back side at one side edge in the width direction and the other side edge in the width direction. A second holding plate 28, which is made of a thick metal plate and has a second hooking piece 27 protruding toward the back side and superposed on the back side of the first holding plate 26 so as to be slidable in the width direction, and the surface of the first holding plate 26. And an operating member 30 having a rotating plate (rotating body) 29 that overlaps in a rotatable and slidable manner.

【0021】第一及び第二掛止片25,27 は、第一及び第
二挟持板26,28 の幅方向端縁部を裏面側へ断面コ字状に
屈曲することによって形成されている。第一挟持板26の
長手方向両縁部には、同縁部を裏面側へ屈曲させること
にり、第二挟持板28のガイド片31が形成され、第二挟持
板28は、その長手方向両縁をこのガイド片31に沿わせる
ようにして第一挟持板26に対し幅方向摺動自在に重合し
ている。
The first and second hooking pieces 25, 27 are formed by bending the widthwise edges of the first and second holding plates 26, 28 toward the back surface in a U-shaped cross section. At both edges in the longitudinal direction of the first holding plate 26, the guide portions 31 of the second holding plate 28 are formed by bending the same edge portion to the back surface side, and the second holding plate 28 has its longitudinal direction. Both edges are aligned with the guide piece 31 and overlapped with the first holding plate 26 so as to be slidable in the width direction.

【0022】第一挟持板26の中央部には、同第一挟持板
26の幅方向に長い第一長孔32が設けられ、第一挟持板26
の幅方向他側よりには、その第一長孔32の長手方向と交
差する方向に長い第二長孔33が設けられている。操作部
材30は、これを両挟持板26,28 に対して相対回転させる
ことで両挟持板26,28 をその幅方向に相対移動させるも
ので、一枚の鋼製板体の中央部をほぼC字状に切り欠
き、その切欠き部の周囲を立ち上がり状に屈曲させるこ
とによって、回転板29と、この回転板29に直交するつま
み板34とを有している。この回転板29の中央部にはピン
孔35が設けられ、回転板29の裏面には第二長孔33にスラ
イド自在に挿通される支点ピン36が突設されている。な
お、この支点ピン36は、第二長孔33を介して第一挟持板
26には係合しているが、第二挟持板28には係合していな
い。
At the center of the first holding plate 26, the first holding plate 26 is provided.
A first elongated hole 32 that is long in the width direction of 26 is provided, and the first holding plate 26
A second elongated hole 33, which is long in the direction intersecting the longitudinal direction of the first elongated hole 32, is provided from the other side in the width direction of the. The operating member 30 relatively moves the holding members 26, 28 relative to the holding plates 26, 28 to move the holding plates 26, 28 relative to each other in the width direction thereof. By forming a notch in a C shape and bending the notch around the notch, the rotary plate 29 and a knob plate 34 orthogonal to the rotary plate 29 are provided. A pin hole 35 is provided at the center of the rotary plate 29, and a fulcrum pin 36 slidably inserted into the second elongated hole 33 is provided on the back surface of the rotary plate 29. The fulcrum pin 36 is connected to the first holding plate via the second elongated hole 33.
26 is engaged, but not the second holding plate 28.

【0023】操作部材30の回転板29は、取付ピン37を介
して当該両挟持板26,28 に対して相対回転自在に枢着さ
れている。この取付ピン37は、軸部の基端部38が大径で
先端部39が小径とされた段付きピンで、基端部38におい
て前記ピン孔35に挿通されかつ第一長孔32にスライド自
在に挿通されていると共に、先端部39が第二挟持板28に
設けた取付孔40に固定されている。
The rotating plate 29 of the operating member 30 is pivotally attached to the holding plates 26, 28 via mounting pins 37 so as to be rotatable relative to each other. The mounting pin 37 is a stepped pin in which the base end portion 38 of the shaft portion has a large diameter and the tip end portion 39 has a small diameter, and is inserted into the pin hole 35 at the base end portion 38 and slides into the first elongated hole 32. The distal end portion 39 is fixed to a mounting hole 40 provided in the second holding plate 28 while being freely inserted.

【0024】図14に示す如く、前記第一及び第二長孔
32,33 は、その中心線41,42 が互いにほぼ直交するよう
に配置され、かつ、第二長孔33は第一長孔32の中心線41
よりも第一挟持板26の長手方向一端側(図14の下側)
へ延びて形成されている。従って、図11乃至図13に
示すように、操作部材30を両挟持板26,28 に対して相対
回転させると、支点ピン36が第二長孔33内において第一
挟持板26の長手方向一端側(図13の下側)から中央側
に向かって移動すると同時に、取付ピン37が、第一長孔
32内において第一挟持板26の幅方向中央側(図13の右
側)から一端側に向かって移動し、これにより、取付ピ
ン37の先端部39が取り付けられている第二挟持板28は、
第一挟持板26の幅方向一端側(図13の左側)へ相対移
動されることになる。
As shown in FIG. 14, the first and second elongated holes
32 and 33 are arranged so that their center lines 41 and 42 are substantially orthogonal to each other, and the second slot 33 is the center line 41 of the first slot 32.
Than the one end in the longitudinal direction of the first holding plate 26 (lower side in FIG. 14)
Is formed to extend. Therefore, as shown in FIGS. 11 to 13, when the operating member 30 is relatively rotated with respect to both the sandwiching plates 26, 28, the fulcrum pin 36 causes one end in the longitudinal direction of the first sandwiching plate 26 in the second elongated hole 33. Side (the lower side of FIG. 13) moves toward the center side, and at the same time, the mounting pin 37 moves into the first elongated hole.
The second holding plate 28 to which the tip 39 of the mounting pin 37 is attached is moved from the center side in the width direction of the first holding plate 26 (right side in FIG. 13) toward the one end side within 32.
The first holding plate 26 is relatively moved to one end side in the width direction (left side in FIG. 13).

【0025】また、本実施例では、支点ピン36と第二長
孔33との間に戻り防止手段43を設けている。即ち、支点
ピン36が第二長孔33内において第一長孔32に最も近づく
側に移動した場合のその支点ピン36の中心44を図14で
黒ドットで示すとすれば、当該第二長孔33は、この時の
支点ピン36の中心44が第一長孔32の中心線41をやや越え
る程度に図14の上側へ延びていて、両挟持板26,28 間
である物を挟持している際に支点ピン36が第二長孔33内
を図14の下方へ戻るのを防止している。
Further, in this embodiment, the return preventing means 43 is provided between the fulcrum pin 36 and the second elongated hole 33. That is, the center 44 of the fulcrum pin 36 when the fulcrum pin 36 moves to the side closest to the first elongated hole 32 in the second elongated hole 33 is represented by a black dot in FIG. The hole 33 extends to the upper side in FIG. 14 to such an extent that the center 44 of the fulcrum pin 36 at this time slightly exceeds the center line 41 of the first elongated hole 32 and holds the object between the two holding plates 26, 28. The fulcrum pin 36 is prevented from returning to the lower side in FIG.

【0026】更に、第二長孔33の幅方向反第一長孔32側
の縁には、支点ピン36が嵌合する係合溝45が複数並べて
形成され、これにより、両挟持板26,28 間である物を挟
持している際に支点ピン36を段階的に係止できるように
している。上記構成に係る挟持金具24によれば、両挟持
板26,28 の掛止片25,27 間で互いに隣接する型枠パネル
14の端縁部にある掛止突条10をはさみ込み、操作部材30
を回動させるだけで型枠パネル14を極めて簡便に接合さ
せることができる。
Further, a plurality of engaging grooves 45 into which the fulcrum pins 36 are fitted are formed side by side on the edge of the second elongated hole 33 on the side opposite to the first elongated hole 32 in the width direction, whereby both holding plates 26, The fulcrum pin 36 can be locked in a stepwise manner while holding an object between 28. According to the holding metal fitting 24 having the above-described structure, the formwork panels adjacent to each other between the hooking pieces 25 and 27 of the holding plates 26 and 28 are provided.
Insert the latching ridge 10 at the end edge of 14 into the operating member 30
The form panel 14 can be joined very simply by simply rotating.

【0027】即ち、本実施例では、型枠パネル14(縁用
桟木1 )の接合部5 の端縁部裏面に被掛止溝13を有する
掛止突条10を形成し、この掛止突条10の被掛止溝13に挟
持金具24の掛止片25,27 を差し込んで挟持金具24を締め
付けることで型枠パネル14を接合するようにしたので、
ほとんどワンタッチで型枠パネル14を接合でき、型枠組
立に際する施工手間を大幅に低減できる。
That is, in this embodiment, a hooking protrusion 10 having a hooked groove 13 is formed on the rear surface of the edge of the joint 5 of the formwork panel 14 (rim board 1). Since the hooking pieces 25, 27 of the holding metal fitting 24 are inserted into the hooked groove 13 of the strip 10 and the holding metal fitting 24 is tightened, the form panel 14 is joined.
The form panel 14 can be joined with almost one-touch, and the work required for assembling the form can be greatly reduced.

【0028】更に、従来では堰板2 の端部に設けた木製
の桟木同志を釘打ちして型枠パネル14を接合していたの
で、釘打ち時の振動や作業者の未熟のため型枠パネル14
の接合部分に段差が生じることが多かったが、本実施例
では、掛止突条10を挟持金具24で挟持しさえすれば型枠
パネル14を面一に接合できるので、このようなパネル接
合部分の段差の発生も防止することができる。
Further, in the past, the wooden stiles provided at the end of the barrier plate 2 were nailed to join the form panel 14, so that the form was damaged due to vibration during nailing and immaturity of the operator. Panel 14
Although there was often a step at the joining portion of the above, in the present embodiment, the form panel 14 can be joined flush with each other only by holding the latching protrusion 10 with the holding metal fitting 24. It is also possible to prevent the occurrence of stepped portions.

【0029】なお、図15に示すように、当該挟持金具
24は、第一及び第二長孔32,33 の第一挟持板26に対する
相対位置を90度だけずらすことで、操作部材30のつま
み板34が水平状態のときに両挟持板26,28 の挟持状態が
得られるようにすることも可能である。また、この場合
において、互いに接合された縁用桟木1 の補強リブ6間
に挟持状態にあるつまみ板34を内張り状に配置すれば、
両補強リブ6 が互いに近づく方向に変位するのが防止で
き、これにより、コンクリート打設時に縁用桟木1 の接
合面12が開くのを防ぐことができる。
Incidentally, as shown in FIG.
24 shifts the relative positions of the first and second elongated holes 32, 33 with respect to the first sandwiching plate 26 by 90 degrees so that when the knob plate 34 of the operating member 30 is in the horizontal state, It is also possible to obtain a sandwiched state. Further, in this case, if the knob plate 34 in the sandwiched state is arranged between the reinforcing ribs 6 of the edge timber 1 joined to each other in a lined shape,
It is possible to prevent both the reinforcing ribs 6 from being displaced in a direction in which they approach each other, and thus it is possible to prevent the joint surface 12 of the edge pier 1 from opening during concrete pouring.

【0030】なお、上記縁用桟木1 の材質はアルミ合金
に限られず、その他硬質プラスチックや鋼材等を採用し
うるが、型枠パネル14の軽量化のためにはアルミ合金や
硬質プラスチックが好ましい。また、上記実施例では型
枠パネル14を縦使いとして壁体の型枠を構成している
が、型枠パネル14を横使いとしてもよく、型枠パネル14
は壁体以外のコンクリート基礎やスラブ用等の型枠の構
成要素としても使用できる。更に、堰板2 の端部四周に
縁用桟木1 を設けて型枠パネル14とし、この型枠パネル
14をブロック状に並設して型枠面を構成することも可能
である。
The material of the edge stile 1 is not limited to an aluminum alloy, and other hard plastics or steels can be used, but aluminum alloys and hard plastics are preferable for the weight saving of the form panel 14. Further, in the above embodiment, the mold panel 14 is used vertically to form the wall mold, but the mold panel 14 may be used horizontally, and the mold panel 14
Can also be used as a component of formwork for concrete foundations and slabs other than walls. Further, the edge shackles 1 are provided on the four edges of the barrier plate 2 to form a form panel 14, and the form panel 14 is formed.
It is also possible to arrange the 14 side by side in a block shape to form the mold surface.

【0031】なお、上記挟持金具24は、掛止片25,27 間
にに差し込める被掛止部を有するものであればこれを挟
持できるので、型枠パネル14以外の建築要素の接合、或
いは建築要素以外の板材、棒材等の接合に広く採用する
ことができる。
If the holding metal fitting 24 has a hooked portion which can be inserted between the hooking pieces 25 and 27, it can be held, so that the construction elements other than the form panel 14 can be joined, or It can be widely used for joining plate materials and bar materials other than building elements.

【0032】[0032]

【発明の効果】請求項1記載の発明によれば、両挟持板
の掛止片間で、互いに隣接する型枠パネル等の端縁部に
設けた被掛止部(掛止突条)をはさみ込んで操作部材30
を回動させるだけで型枠パネル等を接合できるので、型
枠パネル等の接合作業を大幅に簡便化できる。
According to the invention described in claim 1, between the hooking pieces of both the sandwiching plates, the hooked portions (hooking protrusions) provided on the end edge portions of the form panel and the like adjacent to each other are provided. Insert the operating member 30
Since the formwork panels and the like can be joined simply by rotating, the work of joining the formwork panels and the like can be greatly simplified.

【0033】請求項2記載の発明では、型枠パネルの接
合の際に型枠パネルの接合部分にずれが生じることがな
いので、コンクリート打設時にコンクリートが洩れ出る
のを防止でき、かつコンクリート硬化後の打ち面を美し
くすることができる。
According to the second aspect of the present invention, since there is no deviation in the joint portion of the formwork panels when joining the formwork panels, it is possible to prevent the concrete from leaking at the time of placing the concrete and to harden the concrete. The striking surface afterwards can be made beautiful.

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

【図1】縁用桟木の斜視図である。FIG. 1 is a perspective view of an edge pier.

【図2】型枠パネルの斜視図である。FIG. 2 is a perspective view of a formwork panel.

【図3】型枠パネル(縁用桟木)の接合構造の斜視図で
ある。
FIG. 3 is a perspective view of the joint structure of the formwork panel (rim board).

【図4】同平面断面図である。FIG. 4 is a cross-sectional view of the same plane.

【図5】同縦断面図である。FIG. 5 is a vertical sectional view of the same.

【図6】型枠組立の施工手順の説明図である。FIG. 6 is an explanatory view of a construction procedure of formwork assembly.

【図7】型枠組立の施工手順の説明図である。FIG. 7 is an explanatory view of a construction procedure of formwork assembly.

【図8】型枠組立の施工手順の説明図である。FIG. 8 is an explanatory view of a construction procedure of formwork assembly.

【図9】挟持金具の斜視図である。FIG. 9 is a perspective view of a clamp.

【図10】挟持金具の分解斜視図である。FIG. 10 is an exploded perspective view of a clamp.

【図11】挟持金具の側面図であり、(a) は締め付け
前、(b) は締め付け後を示す。
FIG. 11 is a side view of the holding metal fitting, (a) showing before fastening and (b) showing after fastening.

【図12】挟持金具の平面図であり、(a) は締め付け
前、(b) は締め付け後を示す。
FIG. 12 is a plan view of the holding metal fitting, (a) showing before tightening and (b) showing after tightening.

【図13】挟持金具の背面図であり、(a) は締め付け
前、(b) は締め付け後を示す。
FIG. 13 is a rear view of the holding metal fittings, (a) showing before tightening and (b) showing after tightening.

【図14】第一挟持板の背面図である。FIG. 14 is a rear view of the first holding plate.

【図15】変形例に係る挟持金具を縁用桟木に取り付け
た場合を示す正面図である。
FIG. 15 is a front view showing a case where a holding metal fitting according to a modified example is attached to a rim beam.

【符号の説明】[Explanation of symbols]

10 掛止突条 13 被掛止溝 14 型枠パネル 24 挟持金具 25 第一掛止片 26 第一挟持板 27 第二掛止片 28 第二挟持板 29 回転体(回転板) 30 操作部材 32 第一長孔 33 第二長孔 36 支点ピン 37 取付ピン 39 先端部 10 Latching Protrusions 13 Hooked Grooves 14 Form Frame Panel 24 Clamping Metal Fittings 25 First Latching Pieces 26 First Clamping Plates 27 Second Hooking Pieces 28 Second Clamping Plates 29 Rotating Body (Rotating Plates) 30 Operating Member 32 First long hole 33 Second long hole 36 Support point pin 37 Mounting pin 39 Tip part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 幅方向一側縁に第一掛止片(25)が裏面側
へ突設された第一挟持板(26)と、幅方向他側縁に第二掛
止片(27)が裏面側へ突設されかつ前記第一挟持板(26)の
裏面に幅方向摺動自在に重合された第二挟持板(28)と、
第一挟持板(25)の表面に回転摺動自在に重合する回転体
(29)を有する操作部材(30)とを備え、前記第一挟持板(2
6)の中央部に幅方向に長い第一長孔(32)が設けられ、前
記第一挟持板(26)の幅方向他側よりに前記第一長孔(32)
と交差する方向に長い第二長孔(33)が設けられ、前記回
転体(29)は、前記第一長孔(32)内にスライド自在に挿通
されかつ先端部(39)が前記第二挟持板(28)に固定された
取付ピン(37)を介して当該両挟持板(26)(28)に対して相
対回転自在に枢着され、前記回転体(29)の裏面に、前記
第二長孔(33)内にスライド自在に挿通された支点ピン(3
6)が突設されていることを特徴とする挟持金具。
1. A first holding plate (26) having a first hooking piece (25) protruding toward the back side at one widthwise side edge, and a second hooking piece (27) at the other widthwise side edge. And a second sandwiching plate (28) that is projected on the back surface side and is superimposed on the back surface of the first sandwiching plate (26) so as to be slidable in the width direction,
Rotating body superposed on the surface of the first holding plate (25) so that it can rotate and slide freely.
And an operating member (30) having (29), the first holding plate (2
A first elongated hole (32) long in the width direction is provided in the central portion of 6), and the first elongated hole (32) is located on the other side in the width direction of the first holding plate (26).
A second elongated hole (33) that is long in a direction intersecting with the rotary body (29) is slidably inserted into the first elongated hole (32), and a tip portion (39) is the second elongated hole (32). The holding plate (28) is pivotally attached to the holding plates (26) and (28) by means of mounting pins (37) fixed to the holding plate (28) so as to be rotatable relative to the holding plate (28). Two fulcrum pins (3
A holding metal fitting characterized in that 6) is provided in a protruding manner.
【請求項2】 幅方向反端縁側に被掛止溝(13)を有する
掛止突条(10)が端縁部裏面に延設された型枠パネル(14)
が面一に並設され、この型枠パネル(14)の接合部分に位
置する両掛止突条(10)(10)が、その被掛止溝(13)(13)に
挟持金具(24)の掛止片(25)(27)を嵌合させるようにして
挟持金具(24)によって互いに挟持されていることを特徴
とする請求項1記載の挟持金具を用いた型枠パネルの接
合構造。
2. A formwork panel (14) in which a latching projection (10) having a latching groove (13) on the side opposite to the width direction is provided on the rear surface of the edge portion.
Are arranged side by side in a flush manner, and the two retaining ridges (10) (10) located at the joint of the form panel (14) are clamped in the retaining grooves (13) (13). 2. The joining structure of the form panel using the sandwiching metal fittings according to claim 1, wherein the retaining pieces (25) (27) of (1) are sandwiched by the sandwiching metal fittings (24) so as to be fitted to each other. .
JP26503092A 1992-10-02 1992-10-02 Joining structure of clamps and form panel using the clamps Expired - Fee Related JPH076285B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26503092A JPH076285B2 (en) 1992-10-02 1992-10-02 Joining structure of clamps and form panel using the clamps

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26503092A JPH076285B2 (en) 1992-10-02 1992-10-02 Joining structure of clamps and form panel using the clamps

Publications (2)

Publication Number Publication Date
JPH06117097A JPH06117097A (en) 1994-04-26
JPH076285B2 true JPH076285B2 (en) 1995-01-30

Family

ID=17411613

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26503092A Expired - Fee Related JPH076285B2 (en) 1992-10-02 1992-10-02 Joining structure of clamps and form panel using the clamps

Country Status (1)

Country Link
JP (1) JPH076285B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003052217A1 (en) * 2001-12-14 2003-06-26 Fukuvi Chemical Industry Co., Ltd. Spacer for connecting concrete forms and concrete form connecting structure using the spacer

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2025018986A (en) * 2023-07-25 2025-02-06 ティエムソフト株式会社 Method for joining panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003052217A1 (en) * 2001-12-14 2003-06-26 Fukuvi Chemical Industry Co., Ltd. Spacer for connecting concrete forms and concrete form connecting structure using the spacer

Also Published As

Publication number Publication date
JPH06117097A (en) 1994-04-26

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