JP2013079514A - Concrete panel form for concrete molding and connector for the same - Google Patents

Concrete panel form for concrete molding and connector for the same Download PDF

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JP2013079514A
JP2013079514A JP2011219618A JP2011219618A JP2013079514A JP 2013079514 A JP2013079514 A JP 2013079514A JP 2011219618 A JP2011219618 A JP 2011219618A JP 2011219618 A JP2011219618 A JP 2011219618A JP 2013079514 A JP2013079514 A JP 2013079514A
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guide pin
bolt
hole
panel form
plate
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JP5289530B2 (en
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Kenichi Hiraga
健一 平賀
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Abstract

PROBLEM TO BE SOLVED: To provide a concrete panel form 1 for fixing an edge rib 3 on a sheathing board 2 and for reducing the weight of the edge rib 3, and a connector 6 for connecting the concrete panel form 1 and the edge rib 3 together.SOLUTION: A guide pin 21 of a connector 6 is inserted in a hole 44 for connecting a concrete panel form 1 provided with a projection 4 projecting to the side of an approximately L-shaped end inner square surface fixed to the concrete panel form 1, reduced in weight, and an edge rib 3 of the concrete panel form 1 together; a receiving pin 29 is inserted in an insertion hole 23 for insertion of the receiving pin 29 provided in a tip part of the guide pin 21; and a movable member 25 advances by rotating a screw bolt 26 screwed to a rear end part of the guide pin 21 via the movable member 25, thus pressing and holding the edge rib. The connector 6 can be adjusted in terms of insertion width (insertion margin) by moving the movable member 25 forward or backward.

Description

本発明は、コンクリート成形用型枠に関するものである。   The present invention relates to a concrete mold.

従来のコンクリート成形用の桟木固定型枠を使用する型枠の構成について図17、図19、を参照して説明する。
桟木固定型枠は、ラワン合板(コンパネと言うことがある。)あるいは合成樹脂板などのせき板2裏面縁部に骨格となる桟木67を釘68で固定し、中間部に縦バタ材が配置固定されている。前記桟木固定型枠の連結については、隣接する桟木固定型枠の縁部に固定される桟木67同士を突合せ、前記突合せた桟木67同士に釘74を打ち込み固定しながら所用位置まで連結し、前記連結した桟木固定型枠せき板2に設けられたセパ孔57に丸セパ53の両端部に螺着するコーン54のネジ部55を挿入することで、せき板2からのぞくコーン54のネジ部55に横バタ材締付具69(フォームタイとも言う。)を螺止固定し、前記横バタ材締付具69の上下に、桟木固定型枠の背部を支持する横バタ材14を配置し、前記横バタ材締付具69のネジ部に挿備する座具10を介して螺着するナット19を回転させて横バタ材14を締付固定する工法が一般的に用いられる。
しかし、この工法では対向する片側の桟木67固定型枠配列後、その配列した桟木67固定型枠に固定された丸セパ53に螺着するコーン54のネジ部55と、反対側の桟木固定型枠に設けられたセパ孔57とを合致させて、前記コーン54のネジ部55と反対側の桟木固定型枠せき板2を挟み、コーン54のネジ部55に横バタ材締付具69(フォームタイとも言う。)を螺止固定することになるが、片側に配列された桟木固定型枠に固着する前記コーン54のネジ部55は複数(5〜6箇所程度)固着されているため反対側の桟木固定型枠に設けられた複数(5〜6箇所程度)のセパ孔57と合致させることは困難を要する。
また、型枠解体において、梃子用バールの掛止できない個所は、桟木を無理に抜取り、せき板2同士の継目に梃子用バールの先端を無理に差し込むことで、型枠が損傷する難点がある。
さらに、従来の丸セパ53を使用する場合は、横バタ材締付具69ネジ部に螺合するナット19の締付力が過剰になると図17に示すようにせき板2が横バタ材14側に引寄せられて湾曲に変形する欠点がある。
The structure of the formwork using the conventional pier fixed formwork for concrete molding will be described with reference to FIGS.
The pier fixed formwork is a lavan plywood (sometimes referred to as a control panel) or a synthetic resin plate 2 or the like. It is fixed. As for the connection of the pier fixed formwork, the piers 67 fixed to the edges of the adjacent pier fixed form frames are butt-joined, and a nail 74 is driven into and fixed to the pierced crosspieces 67 and connected to a desired position. By inserting the screw portions 55 of the cones 54 to be screwed into the both ends of the round separator 53 into the separator holes 57 provided in the connected fixed board frame 2, the screw portions 55 of the cone 54 excluding the barrier plate 2 are inserted. The horizontal butterfly material fastener 69 (also referred to as a foam tie) is screwed and fixed, and the horizontal butterfly material 14 that supports the back portion of the fixed frame frame is disposed above and below the horizontal butterfly material fastener 69, In general, a method of tightening and fixing the horizontal butterfly material 14 by rotating a nut 19 screwed through a seating tool 10 to be inserted into the threaded portion of the horizontal butterfly material fastener 69 is generally used.
However, in this construction method, after the fixed frame 67 fixed mold frame on the opposite side is arranged, the screw portion 55 of the cone 54 screwed to the round separator 53 fixed to the fixed frame 67 fixed mold frame and the opposite fixed frame mold Aligning with the separation hole 57 provided in the frame, the piercing frame fixed plate 2 opposite to the screw portion 55 of the cone 54 is sandwiched, and the horizontal butterfly material fastener 69 ( This is also called a foam tie.) The screw portion 55 of the cone 54 that is fixed to the crosspiece fixed form frame arranged on one side is fixed because a plurality (about 5 to 6) of screw portions 55 are fixed. It is difficult to match with a plurality of (about 5 to 6) separator holes 57 provided on the side fixing frame.
Also, in the part dismantling of the formwork, the place where the lever bar cannot be hooked has a problem that the formwork may be damaged by forcibly removing the crosspiece and forcibly inserting the tip of the lever bar into the joint between the slats 2 .
Further, when the conventional round separator 53 is used, if the tightening force of the nut 19 screwed into the thread portion of the lateral butterfly material fastener 69 becomes excessive, the swash plate 2 becomes the lateral butterfly material 14 as shown in FIG. There is a drawback that it is pulled to the side and deformed into a curved shape.

図19は、従来の桟木固定型枠の連結部を釘止めによる連結状態の一例を示す斜視図であり、桟木固定型枠の縁部に固定する桟木67同士を片方の手で掴み反対の手で、釘74を金槌で打ち込む方法が一般的である。しかし、この方法では釘74を金槌で打ち込むときの振動により、連結する相互の桟木67同士が別々の方向に微動し、せき板2の目違いあるいは段違いになりやすい。そのため、概略万力状の桟木クランプ(PAT)と称する連結具が販売されている(桟木クランプついは、非特許文献1の71ページ参照。)。
また、連結する桟木固定型枠の連結について、前記桟木固定型の枠桟木67同士のレベル及び面合わせ出入り調整を行うと同時に釘74を打ち込み固定する作業では、経験豊富な技能者が必要となり、作業員の雇用確保が困難となる難点がある。
さらに、桟木固定型枠の骨格となる桟木67が木質のため乾燥により曲がり、捩れ等の変形または節などにより強度が不安定となる欠点がある。
FIG. 19 is a perspective view showing an example of a state in which the connecting portion of the conventional pier fixed formwork is connected with a nail, and the opposite hands are obtained by holding the piers 67 fixed to the edge of the fixed pedestal frame with one hand. A method of driving the nail 74 with a hammer is common. However, in this method, due to vibration when the nail 74 is driven with a hammer, the mutually connected piers 67 are slightly moved in different directions, and the slats 2 are likely to be mistaken or stepped. For this reason, a connecting tool called a vise-like crosspiece clamp (PAT) is on the market (refer to page 71 of Non-Patent Document 1 for a crosspiece clamp).
In addition, with regard to the connection of the fixed frame frames to be connected, in the work of driving and fixing the nails 74 at the same time as performing the level and face-to-face adjustment between the fixed frame frames 67 of the fixed frame type, an experienced technician is required, There is a difficulty in securing employment of workers.
Furthermore, since the pier 67 serving as the skeleton of the pier fixed formwork is made of wood, it has a disadvantage that it is bent by drying and the strength becomes unstable due to deformation such as torsion or nodes.

以下は、図18及び20〜22図を参照して、従来のコンクリート成形用型枠及びその連結具の一例について説明する。   Hereinafter, an example of a conventional concrete forming mold and its connecting tool will be described with reference to FIGS. 18 and 20 to 22.

図18に示すHジョイント70は、1ミリ程度の鋼板により、仕切部71と固定部72が一体に形成され、固定部72に釘孔73が設けてある。
このHジョイント70は、厚みが12ミリ程度のコンパネあるいは合成樹脂板のせき板2同士の連結と面合わせが目的として使用されるが、せき板2同士が連結する継目部分の精度が劣るため美観的に適さない難点がある。
In the H joint 70 shown in FIG. 18, a partition portion 71 and a fixing portion 72 are integrally formed of a steel plate of about 1 mm, and a nail hole 73 is provided in the fixing portion 72.
This H-joint 70 is used for the purpose of connecting and mating the panels 2 of the panel or the synthetic resin plate having a thickness of about 12 mm. However, since the accuracy of the seam portion where the plates 2 are connected to each other is inferior, There are disadvantages that are not suitable.

図20、図21は、従来の縁リブ76固定型枠にクリップ金具75を使用した連結状態を示す参考図であり、前記リブ固定型枠は、コンパネ(ラワン合板)あるいは合成樹脂板などのせき板2裏面の縁部に概略L型の縁リブ76を皿ボルト77で固定し、中間部に縦バタ材が配置固定される。
前記縁リブ76固定型枠は、主に住宅建築物の型枠に使用されるが、日本の住宅建築物では壁と直上階のスラブ(床)を一体に施工するため、コンクリート打設固化後、型枠解体材を直上階に移動することになるが、直上階のスラブ(床)が障害となり、荷揚げ作業に重機が使用できない難点がある。そのため、手持ち移動により少しでも軽くすることが要求される。
前記クリップ金具75は、鉄などの剛性力の高い棒材の加工により、連結する縁リブ76同士の孔に挿入する挿入軸部79と、前記挿入軸部79から直角に延長するアーム80と、前記アーム80と一体形成された概略湾曲状の挟持部81とで構成されている。
これにより、連結する縁リブ76同士の連結孔にクリップ金具75のアーム80が水平状態で挿入軸部79を挿入し、挿入軸部79から直角に延長するアーム80に支持される挟持部81をハンマーなどで強く叩き込み、過剰な強度で縁リブ76同士を挟み込む。そのため、図21に示すように縁リブ76と縁リブ76の空き間隔を保持できず変形する難点がある。
また、挟持物の厚み寸法である挟持幅82が広過ぎると連結するせき板2とせき板2の間に隙間ができ、その隙間からコンクリートの液状部分(セメントノロ)がはみ出し、コンクリートの表面に突起状のバリができる難点がある。
さらに、せき板2と縁リブ76の固定に使用する皿ボルト77の頭部にはドライバー等の掛止穴78が設けてあり、一度使用すると掛止穴78にコンクリートが充填し、せき板2の取替時に皿ボルト77とナットが一緒に回転することで皿ボルト77の抜取り作業が困難になる欠点がある。そのため、抜取った皿ボルト77の再利用ができない難点がある。
20 and 21 are reference views showing a connection state in which a clip metal fitting 75 is used in a conventional edge rib 76 fixed mold, and the rib fixed mold is a cue such as a panel (Lawan plywood) or a synthetic resin board. A substantially L-shaped edge rib 76 is fixed to the edge of the back surface of the plate 2 with a countersunk bolt 77, and a vertical butterfly material is disposed and fixed to the middle part.
The edge rib 76 fixed formwork is mainly used for formwork of residential buildings, but in Japanese residential buildings, since the wall and the slab (floor) on the upper floor are integrally constructed, after concrete casting However, although the formwork dismantling material is moved to the upper floor, the slab (floor) on the upper floor becomes an obstacle, and there is a difficulty that heavy machinery cannot be used for unloading work. Therefore, it is required to make it lighter by hand.
The clip metal fitting 75 includes an insertion shaft portion 79 that is inserted into a hole between the edge ribs 76 to be connected by processing a bar having high rigidity such as iron, and an arm 80 that extends perpendicularly from the insertion shaft portion 79. The arm 80 is formed of a generally curved holding portion 81 formed integrally with the arm 80.
As a result, the insertion shaft portion 79 is inserted in a state where the arm 80 of the clip metal fitting 75 is horizontally inserted into the connection hole between the edge ribs 76 to be connected, and the holding portion 81 supported by the arm 80 extending at a right angle from the insertion shaft portion 79 is provided. The hammer is struck with a hammer and the edge ribs 76 are sandwiched with excessive strength. Therefore, as shown in FIG. 21, there is a difficulty that the gap between the edge rib 76 and the edge rib 76 cannot be maintained and is deformed.
In addition, if the sandwiching width 82, which is the thickness dimension of the sandwiched object, is too wide, a gap is formed between the connecting board 2 and the connecting board 2, and the liquid portion of the concrete (cement nose) protrudes from the gap and protrudes from the concrete surface. There is a difficulty that can form burr.
Further, a retaining hole 78 for a screwdriver or the like is provided on the head of the countersunk bolt 77 used for fixing the weir plate 2 and the edge rib 76, and once used, the retaining hole 78 is filled with concrete, and the weir plate 2 There is a drawback that it becomes difficult to remove the flat bolt 77 by rotating the flat bolt 77 and the nut together at the time of replacement. Therefore, there is a difficulty that the countersunk bolt 77 that has been removed cannot be reused.

図22は、樹脂成形型枠92及びその型枠連結具の連結状態を示す斜視図であり、図22(22a)に示す型枠連結具83aは、縁リブ85同士の連結孔86に挿入する挿入軸部87から直角に延長するアーム91と、前記アーム91と一体形成された挟持部90とで構成されている。
これについて、縁リブ85同士の先端部を挟持するため、連結する樹脂成形型枠同士のせき板84部分に隙間ができることがあり、そのため、図22(22b)に示すように縁リブ85同士の連結孔86に挿入する挿入軸部88の先端に雄ネジを形成し、ナット89で締付けて押圧し、せき板84間の隙間を閉塞する前記型枠連結具83bが提案されている(例えば、特許文献5の図4参照。)。
また、樹脂成形型枠92は、せき板84と縁リブ85が一体に成形されているため、損傷の激しいせき板84の取替ができない難点がある。
さらに、前記型枠連結具83bは、ナット89螺合作業に手間がかかることと、コンクリート固化後の型枠解体時において、挿入軸部88先端の雄ネジと縁リブ85同士の連結孔86とが摩擦により滑り難くいため抜取作業に手間がかかり、なお、縁リブ85同士の連結孔86と挿入軸部88先端のネジ部が摩擦によりネジ部が損傷する難点がある。
FIG. 22 is a perspective view showing a connection state of the resin mold 92 and its mold connector, and the mold connector 83a shown in FIG. 22 (22a) is inserted into the connection hole 86 between the edge ribs 85. The arm 91 extends from the insertion shaft portion 87 at a right angle, and the holding portion 90 is formed integrally with the arm 91.
About this, in order to pinch the front-end | tip part of edge ribs 85, a clearance gap may be made in the part 84 part of resin-molding molds to connect, Therefore, as shown in FIG. There has been proposed the formwork coupler 83b in which a male screw is formed at the distal end of the insertion shaft portion 88 to be inserted into the coupling hole 86, and is tightened and pressed with a nut 89 to close the gap between the baffle plates 84 (for example, (See FIG. 4 of Patent Document 5.)
In addition, since the slat plate 84 and the edge rib 85 are formed integrally with the resin molding die 92, there is a difficulty in that the severing slat plate 84 cannot be replaced.
Further, the mold connecting tool 83b takes time and labor for screwing the nut 89, and when disassembling the mold after solidifying the concrete, the male screw at the tip of the insertion shaft portion 88 and the connecting hole 86 between the edge ribs 85 are provided. However, since it is difficult to slip due to friction, it takes time for the extraction work, and there is a difficulty that the screw portion is damaged due to friction between the connecting hole 86 of the edge ribs 85 and the screw portion at the tip of the insertion shaft portion 88.

型枠背部を支持するバタ材は、鋼管、塩ビ管、アルミ管等の角パイプなどがあり、一般的には単管48.6φが主に使用されている。しかし、近年では、軽い塩ビ管、アルミ管等の角パイプが注目されている。   The butter material that supports the back of the formwork includes a square pipe such as a steel pipe, a vinyl chloride pipe, and an aluminum pipe, and generally a single pipe of 48.6φ is mainly used. However, recently, square pipes such as light PVC pipes and aluminum pipes have attracted attention.

特開2007−154504号公報JP 2007-154504 A 特開平7−229290号公報JP 7-229290 A 特開2009−57726号公報JP 2009-57726 A 特開平8−42141号公報JP-A-8-42141 特開平8−291623号公報JP-A-8-291623 特開平9−317174号公報Japanese Patent Laid-Open No. 9-317174 特開平11−117526号公報Japanese Patent Laid-Open No. 11-117526 特開2001−271491号公報JP 2001-271491 A 特開平11−2025号公報Japanese Patent Laid-Open No. 11-2025 特開2009−287291号公報JP 2009-287291 A

マルイの建設パーツ総合カタログNO.9・丸井産業株式会社発行Issued by Marui Construction Parts Catalog No.9 / Marui Sangyo Co., Ltd. 製品カタログNO.3・型枠編・岡部株式会社発行Product catalog No.3, formwork, Okabe Co., Ltd.

本発明は、前述の諸点に鑑みなされたもので、厚み12ミリ程度のラワン合板(以下、単にコンパネと言うこともある。)または合成樹脂板のせき板の裏面に縁リブが固定された従来の縁リブ固定型枠と少し異なる本願のコンパネフォーム型枠1は図2〜図4に示すように、隣接する前記コンパネフォーム型枠1縁リブ3同士の両外部に突出部があるため、従来の型枠連結具である図20、図21に示すクリップ金具75または図22に示す型枠連結具の使用が出来ない難点があった。 The present invention has been made in view of the above-described points. Conventionally, an edge rib is fixed to the back surface of a lauan plywood having a thickness of about 12 mm (hereinafter also referred to simply as a panel) or a synthetic resin board. As shown in FIG. 2 to FIG. 4, the panel form mold 1 of the present application, which is slightly different from the edge rib fixed mold form, has protrusions on both outsides of the adjacent panel form mold 1 edge ribs 3. 20 and FIG. 21, which is a formwork connecting tool of FIG. 20, or the formwork connecting tool shown in FIG. 22 cannot be used.

従来の桟木固定型枠あるいは縁リブ固定型枠等の型枠では、隣接する型枠同士を連結する連結部に空き間隔が少なく、梃子用バールの差し込みができない難点があった。 In a conventional formwork such as a pedestal fixed formwork or an edge rib fixed formwork, there is a problem that there is not enough space between connecting parts that connect adjacent formwork, so that the insulator bar cannot be inserted.

日本の住宅建築物のコンクリート構造物(躯体)は、壁と直上階のスラブ(床)を一体に施工するため、型枠解体後の型枠材を直上階に移動する場合は、直上階のスラブ(床)が障害となり重機の使用が困難なため、コンパネフォーム型枠1を手持ち移動することになり、少しでもコンパネフォーム型枠1の重量を軽くすることが要求される。
また、従来の縁リブ固定型枠では、せき板2と縁リブの固定に従来の皿頭ボルトが使用されているため、一度使用すると皿頭ボルトのドライバー等の掛止穴78にコンクリートが充填することで、皿頭ボルトの回転を止めるドライバー等の掛止ができなくなる。そのため、皿頭ボルトとナットが一緒に回る(空回り)ことで、皿頭ボルトの取り外しあるいは締付が困難となる難点があった。
Since concrete structures (frames) in Japanese residential buildings are constructed with the wall and the slab (floor) directly above the floor, when the formwork material after dismantling the formwork is moved to the floor directly above, Since the slab (floor) becomes an obstacle and it is difficult to use heavy machinery, the panel form 1 is moved by hand, and it is required to reduce the weight of the panel form 1 as much as possible.
In addition, in the conventional edge rib fixed formwork, since the conventional countersunk head bolt is used to fix the sill plate 2 and the edge rib, concrete is filled into the retaining holes 78 of the countersunk head bolt driver, etc. once used. By doing so, it becomes impossible to hook a screwdriver or the like that stops the countersunk head bolt from rotating. For this reason, there has been a difficulty that the countersunk head bolt is difficult to be removed or tightened by turning the countersunk head bolt and the nut together (idle rotation).

本発明は、前述の諸点に鑑みなされたもので、前述する課題を解消するための形態について図1〜図22を参照して説明する。なお、説明に差し支えのない左右対称部分の片方図面は省略する。
また、コンパネフォーム型枠1を構成するせき板2は、厚み12ミリ程度のラワン合板(以下、単にコンパネと言うこともある。)または合成樹脂板とし、前記せき板2に固定する縁リブ3は金属または合成樹脂による形成材を使用することを前提とする。
さらに、隣接する相互のコンパネフォーム型枠1縁リブ3同士を連結する連結具6の使用材料は、金属または合成樹脂により形成することを前提とする。
The present invention has been made in view of the above-described points, and a mode for solving the above-described problems will be described with reference to FIGS. In addition, the one-side drawing of the symmetrical part which does not interfere with description is abbreviate | omitted.
The board 2 constituting the panel form 1 is a lauan plywood (hereinafter sometimes referred to simply as a panel) having a thickness of about 12 mm or a synthetic resin board, and the edge rib 3 fixed to the board 2 is used. Presupposes the use of metal or synthetic resin.
Furthermore, it is assumed that the material used for the connector 6 that connects the adjacent panel form frame 1 edge ribs 3 to each other is made of metal or synthetic resin.

コンパネフォーム型枠1は、固定辺46と連結辺47からなる概略L型状の連結辺47端部内角面側に突出部4が設けられた形成材の固定辺46に定着ボルト5挿入用の孔43を一定間隔に設け、連結辺には連結具6ガイドピン21挿入用の孔44が一定間隔に設けられている縁リブ3をせき板2の連結部に固定する。したがって、概略L型状の連結辺47端部内角面側に突出部4が設けられたことで断面係数が多くなり軽くした縁リブ3が固定することでコンパネフォーム型枠1が軽くなる。しかし、連結する縁リブ3同士の両外側に突出する突出部4があるため従来の連結具の使用ができず、本願の連結具6を使用することになる。
また、図2に示すようにコンパネフォーム型枠1縁リブ3同士間に板セパ7を挿入するためと型枠解体を容易にするため、前記縁リブ3同士間に隙間を設ける。
The panel form frame 1 is used for inserting the fixing bolt 5 into the fixed side 46 of the forming material provided with the protruding portion 4 on the inner corner surface side of the end portion of the connection side 47 having a substantially L shape composed of the fixed side 46 and the connection side 47. The holes 43 are provided at regular intervals, and the edge ribs 3 in which the holes 44 for inserting the connector 6 guide pins 21 are provided at regular intervals on the coupling side are fixed to the coupling portion of the dam plate 2. Accordingly, the protrusion 4 is provided on the inner corner surface side of the end portion of the connection side 47 that is substantially L-shaped, so that the section modulus is increased and the lightened edge rib 3 is fixed, so that the panel form 1 is lightened. However, since there are the protrusions 4 protruding on both outer sides of the edge ribs 3 to be connected, the conventional connector cannot be used, and the connector 6 of the present application is used.
Further, as shown in FIG. 2, a gap is provided between the edge ribs 3 in order to insert the plate separator 7 between the panel form frame 1 edge ribs 3 and to facilitate disassembly of the formwork.

前記コンパネフォーム型枠1せき板2と縁リブ3を固定する前記定着ボルト5は、図8に示すように頭部38は概略円錐皿状で胴体部39は概略角錐台形楔状でネジ部40はナット41と螺合する雄ネジを一体に形成する。これによって、前記定着ボルト5をせき板2に予め設けられた孔42に、前記定着ボルト5を差込み、前記定着ボルト5の頭部38を金槌等で叩き込むことで頭部38及び胴体部39がせき板2に食込み定着するため、前記定着ボルト5とナット41が一緒に回転する供回り(空回り)をなくする。
したがって、図15に示すように、コンクリート固化後連結具6を外し、コンパネフォーム型枠1せき板2を残置した状態で片方の縁リブ3を固定するナット41を回転させて縁リブ3を取外し、他方の縁リブ3に設けられた連結具6ガイドピン21挿入用の孔44に梃子用バール58の先端を差込み、残置したコンパネフォーム型枠1せき板2を反力の支点として抉ることで、梃子の原理によりコンパネフォーム型枠1せき板2は簡単に剥離(脱型)する。
As shown in FIG. 8, the fixing bolt 5 for fixing the panel form frame 1 sill plate 2 and the edge rib 3 has a head portion 38 having a substantially conical dish shape, a body portion 39 having a substantially truncated pyramid wedge shape, and a screw portion 40 having a truncated cone shape. A male screw that is screwed into the nut 41 is integrally formed. As a result, the fixing bolt 5 is inserted into a hole 42 provided in advance on the dam plate 2 and the head 38 of the fixing bolt 5 is struck with a hammer or the like so that the head portion 38 and the body portion 39 are formed. Since the fixing bolt 5 and the nut 41 rotate together in order to bite and fix on the weir plate 2, the rotation (idle rotation) in which the fixing bolt 5 and the nut 41 rotate together is eliminated.
Therefore, as shown in FIG. 15, after the concrete is solidified, the connecting tool 6 is removed, and the nut 41 for fixing one edge rib 3 is rotated with the panel form frame 1 retaining plate 2 left, and the edge rib 3 is removed. The tip of the insulator bar 58 is inserted into the hole 44 for inserting the connector 6 guide pin 21 provided on the other edge rib 3, and the remaining panel form frame 1 slat plate 2 is used as a fulcrum for the reaction force. According to the principle of the insulator, the panel form frame 1 and the board 2 are easily peeled off (demolded).

前記連結具6は、図7に示すように連結する縁リブ3同士の孔44に挿入するガイドピン21と、前記ガイドピン21先端部に設けられた受止ピン29挿入用の挿通孔23に挿入する受止ピン29と、後端部に可動部材25を介して螺着するネジボルト26とで構成する。
これによって、隣接するコンパネフォーム型枠1縁リブ3同士の孔44に連結具6ガイドピン21を挿入し、挿入したことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させることで可動部材25が前進し、前記縁リブ3同士を押圧して挟持する。すなわち、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させることで押圧して挟持する特徴がある。
また、前記ネジボルト26を回転させることで可動部材25が動き、挟持範囲25s(挟み代)を広く狭くできるようにする特徴がある。
さらに、前記ガイドピン21先端部の受止ピン29挿入用の挿通孔23に挿入した受止ピン29が縁リブ3に当接することで前記ガイドピン21とネジボルト26が一緒に回る共回り(空回り)を防止することで、ドライバー等のネジ回し工具により片手でネジボルト26の締付作業ができる特徴がある。
As shown in FIG. 7, the connecting tool 6 is inserted into a guide pin 21 to be inserted into the hole 44 between the edge ribs 3 to be connected, and an insertion hole 23 for inserting a receiving pin 29 provided at the tip of the guide pin 21. A receiving pin 29 to be inserted and a screw bolt 26 screwed to the rear end portion via the movable member 25 are configured.
As a result, the connecting tool 6 guide pin 21 is inserted into the hole 44 between the adjacent panel form frame 1 edge ribs 3, and the receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that appears. The movable member 25 advances by inserting and rotating the screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25, and presses and holds the edge ribs 3 together. That is, there is a feature that the screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25 is pressed and clamped by rotating.
Further, there is a feature that the movable member 25 is moved by rotating the screw bolt 26 so that the clamping range 25s (clamping margin) can be narrowed widely.
Further, when the receiving pin 29 inserted into the insertion hole 23 for inserting the receiving pin 29 at the tip end portion of the guide pin 21 abuts against the edge rib 3, the guide pin 21 and the screw bolt 26 rotate together. ), The screw bolt 26 can be tightened with one hand using a screwdriver such as a screwdriver.

前記横バタ材締付具8は、図5に示すように所用寸法の金属板を、嵌着辺30と連結辺31からなる概略不等辺L型状に折曲形成した嵌着部材の嵌着辺30にガイドピン21が挿通する孔44を穿孔し、連結辺31にフォームタイ(登録商標)と称する軸ボルト17を連結するための連結ボルト18挿通用の孔16を穿孔した嵌着体15を、前記ボルト挿通用の孔16と前記軸ボルト17の基部56に設けられた雌ネジとを合致し、連結ボルト18により連結する。
これによって、隣接するコンパネフォーム型枠1縁リブ3同士に設けられた連結具6ガイドピン21挿通用の孔44に連結具6ガイドピン21を挿入し、挿入したことで出現する連結具6ガイドピン21先端部に嵌着して使用することを可能にする。
As shown in FIG. 5, the horizontal butterfly material fastener 8 is fitted with a fitting member formed by bending a metal plate of a desired size into a substantially unequal side L-shape consisting of a fitting side 30 and a connecting side 31. A fitting body 15 having a hole 44 through which the guide pin 21 is inserted in the side 30 and a hole 16 for inserting a connecting bolt 18 for connecting a shaft bolt 17 called a foam tie (registered trademark) to the connecting side 31 is formed. The bolt insertion hole 16 and the female screw provided in the base portion 56 of the shaft bolt 17 are matched with each other and connected by the connecting bolt 18.
As a result, the connecting tool 6 guide pin 21 is inserted into the hole 44 for inserting the connecting tool 6 guide pin 21 provided between the adjacent panel form frame 1 edge ribs 3, and the connecting tool 6 guide that appears as a result of the insertion. The pin 21 can be used by being fitted to the tip.

前記板セパ7は、金属材または合成樹脂材により、所用の長さを有する帯状のセパレート部材の両端部にガイドピン21挿入用の孔を設け、前記孔から内方(壁心方)の位置に、詳しくは、コンパネフォーム型枠1せき板2のコンクリート面側から僅か内方(壁心方)の位置に、折り曲げて切取ることを容易にする断面欠損部12の溝を概略Vカット状に形成する。
これによって、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記縁リブ3同士及び板セパ7のガイドピン21挿入用の孔44に連結具6ガイドピン21を挿入して前記板セパ7と一緒に押圧して挟持する。なお、前記連結具6ガイドピン21に、横バタ材締付具8嵌着体15に設けられたガイドピン21挿入用の孔32を嵌着すると横バタ材締付具8も一緒に挟持することができる。
したがって、コンパネフォーム型枠1縁リブ3同士と板セパ7と横バタ材締付具8が固定されることで、横バタ材締付具8及び横バタ材14は、コンパネフォーム型枠1中間リブ49に作用するコンクリート荷重を支持すればよいため、横バタ材締付具8及び横バタ材14が受ける荷重が低減されることになり、横バタ材締付具8及び横バタ材14の断面性質あるいは断面形状の変更による軽量化に役立つ。
The plate separator 7 is formed of a metal material or a synthetic resin material with holes for inserting guide pins 21 at both ends of a strip-shaped separate member having a desired length, and is positioned inwardly (wall-centered) from the hole. Specifically, the groove of the cross-sectional defect portion 12 that makes it easy to bend and cut at a position slightly inward (wall center) from the concrete surface side of the panel form frame 1 siding plate 2 is approximately V-cut. To form.
As a result, the plate separator 7 is sandwiched between the edge ribs 3 of the panel form frames 1 to be connected, and the connector 6 guide pin 21 is inserted into the edge ribs 3 and the hole 44 for inserting the guide pin 21 of the plate separator 7. And pressed together with the plate separator 7. When the guide pin 21 insertion hole 32 provided in the horizontal butterfly material fastener 15 is fitted to the connecting pin 6 guide pin 21, the horizontal butterfly material clamp 8 is also held together. be able to.
Therefore, by fixing the panel foam frame 1 edge ribs 3 to each other, the plate separator 7 and the horizontal butterfly material fastener 8, the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 are in the middle of the panelform mold frame 1. Since it is only necessary to support the concrete load acting on the rib 49, the load applied to the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 is reduced. Useful for weight reduction by changing cross-sectional properties or cross-sectional shape.

図6に示す横バタ材仮置具9は、コンパネフォーム型枠1縁リブ3同士のガイドピン21が挿通する孔44に連結具6ガイドピン21を挿入したことで出現するガイドピン21の先端部に横バタ材仮置具9に設けられたガイドピン21挿入用の孔36を嵌め込み、前記孔36に嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、ガイドピン21の後端部の軸心に設けられた雌ネジ22に、可動部材25を介して螺着するネジボルト26を回転させて締付挟持する。
これによって、長尺で重い横バタ材14の取付けまたは取外し作業において、手の届かない箇所では一旦手の届く位置に仮置きすることで作業の安全性及び作業能率が向上する。
The horizontal butterfly material temporary placement tool 9 shown in FIG. 6 is the tip of the guide pin 21 that appears when the connecting tool 6 guide pin 21 is inserted into the hole 44 through which the guide pin 21 between the panel form frame 1 edge ribs 3 is inserted. The guide pin 21 insertion hole 36 provided in the horizontal butterfly material temporary placement tool 9 is fitted into the part, and the receiving pin 29 is inserted into the insertion hole 23 for insertion of the receiving pin 29 that appears by fitting into the hole 36. The screw bolt 26 inserted and screwed through the movable member 25 is rotated and clamped to the female screw 22 provided at the axial center of the rear end portion of the guide pin 21.
As a result, in the work of attaching or removing the long and heavy horizontal butterfly material 14, work safety and work efficiency are improved by temporarily placing the work in a place where it cannot be reached.

図16は、従来の丸セパ53とコンパネフォーム型枠1により構成した型枠解体に使用する掛止具59及び型枠解体状況を示す説明図であり、図16(16a)に示す本願の掛止具59は、一方基部と他方ネジ部を有する掛止ボルト60と、前記ネジ部に螺合するナット62と、断面が4ミリX32ミリ程度で所用の長さを有する金属板の一方端部に掛止ボルト60挿着用の孔を穿孔し、他方端部に梃子用バール64先端差込用の孔を穿孔したボルト受板61とを備え、前記ボルト受板61に穿孔された掛止ボルト60挿着用の孔に掛止ボルト60の基部を挿着固定する。
これによって、連結するコンパネフォーム型枠1縁リブ3同士に設けられたガイドピン21挿入用の孔44の、型枠解体に必要とされる個所に掛止具59を固定し、コンクリート打設固化後のコンパネフォーム型枠1解体作業において、連結するコンパネフォーム型枠1縁リブ3同士間に固定された掛止具59ボルト受板61に設けられた梃子用バール64先端差込用の孔に梃子用バール64の先端を差込み、そして、図16(16b)に示すように、掛止具59が固定されていない側のコンパネフォーム型枠1に支持台63を配備し、前記支持台63を支点に梃子用バール64の末端部を抉ることでコンパネフォーム型枠1は簡単に剥離(脱型)する。
したがって、型枠解体を容易にしたことで、コンパネフォーム型枠1の破損が少なくなり、コンパネフォーム型枠1の転用回数が拡大する。
FIG. 16 is an explanatory view showing a hanging tool 59 used for disassembling a form made up of a conventional round separator 53 and a panel form mold 1 and a state of disassembling the form, and the hanging of the present application shown in FIG. The stopper 59 includes a latch bolt 60 having one base portion and the other screw portion, a nut 62 screwed into the screw portion, and one end portion of a metal plate having a cross section of about 4 mm × 32 mm and a desired length. And a bolt receiving plate 61 in which a hole for inserting the retaining bolt 60 is drilled, and a hole for inserting the tip of the insulator bar 64 at the other end is provided. The base of the retaining bolt 60 is inserted and fixed in the hole for 60 insertion.
As a result, the fasteners 59 are fixed at the positions required for disassembling the molds in the holes 44 for inserting the guide pins 21 provided between the edge ribs 3 of the panel form frames 1 to be connected to each other, and the concrete is placed and solidified. In the subsequent operation of disassembling the control panel form 1, the lever bar 64 provided on the latch 59 bolt receiving plate 61 fixed between the edge ribs 3 of the connected control panel form 1 is inserted into the hole for inserting the tip. As shown in FIG. 16 (16 b), a support base 63 is provided on the panel form frame 1 on the side to which the latch 59 is not fixed, and the support base 63 is inserted into the lever bar 64. The panel form 1 is easily peeled (demolded) by pinching the end of the insulator bar 64 to the fulcrum.
Therefore, by making mold form dismantling easy, the damage to the panel form mold 1 is reduced, and the number of times the panel form form 1 is transferred is increased.

図17に示すように従来の丸セパ53を使用する型枠では、せき板2を挟み丸セパ53に螺着するコーン54のネジ部55と横バタ材締付具69基部に設けられた雌ネジとを螺止固定し、前記横バタ材締付具69の上下に横バタ材14を配置し、横バタ材締付具69に挿着する座具10を押圧するナット19を手加減により締付けることで、ナット19の締過により、丸セパ53に過剰な引張力が加わることがあるのみならず、図17に示すように、せき板2の一部が横バタ材14側に引寄せられ湾曲状に変形する難点あったが、本願の板セパ7を使用することで、コンパネフォーム型枠1縁リブ3同士間に板セパ7を挟む縁リブ3同士と横バタ材締付具8嵌着体15を一緒に押圧して挟持し、横バタ材締付具8の上下に横バタ材14を配置し、横バタ材締付具8に挿着する座具10を介してナット19締付けて押圧することで横バタ材14が圧縮に抵抗するため、せき板2に影響を与えない特徴がある。   As shown in FIG. 17, in a mold using a conventional round separator 53, a female portion provided on a screw portion 55 of a cone 54 and a base portion of a horizontal butterfly material 69 that are screwed to the round separator 53 with the sill plate 2 interposed therebetween. Screws are fixed to the screws, the horizontal butter material 14 is arranged above and below the horizontal butter material fasteners 69, and the nuts 19 that press the seat 10 inserted into the horizontal butter material fasteners 69 are tightened by hand. As a result, tightening of the nut 19 may not only apply an excessive tensile force to the round separator 53, but also a part of the dam plate 2 is drawn toward the side of the horizontal butterfly 14 as shown in FIG. Although it was difficult to deform into a curved shape, by using the plate separator 7 of the present application, the edge ribs 3 that sandwich the plate separator 7 between the panel form frame 1 edge ribs 3 and the horizontal butterfly material fastener 8 fit The body 15 is pressed and clamped together, and the horizontal flap 14 is arranged above and below the horizontal flap fastener 8. Since the horizontal flap member 14 by pressing the tightening nut 19 through the seat member 10 which inserted in the lateral flap member fastening tool 8 to resist compression, has the characteristic that does not affect the sheathing board 2.

本発明は、コンパネフォーム型枠1にあって、図2〜図4に示すように隣接するコンパネフォーム型枠1縁リブ3同士の連結にネジボルト26で押圧して挟持する連結具6を使用することで、連結する縁リブ3同士の両外側に突出する突出部4を設けることが可能となり、そのため、固定辺46と連結辺47からなる概略L型状の前記連結辺47の端部内角面側に概略ムダ折形状の突出部4を設けて、断面係数を大きくて軽くした縁リブ3をせき板2に固定したことでコンパネフォーム型枠1を軽くした特徴がある。
また、前記コンパネフォーム型枠1のせき板2と縁リブ3を固定する定着ボルト5にあって、せき板2に接する部分を概略角錐台形楔状に形成した定着ボルト5を、せき板2に予め設けた定着ボルト5挿通用の孔42に定着ボルト5を差込み金槌等で叩き込むことで、定着ボルト5はせき板2食込み定着することになる。
したがって、定着ボルト5とナット41が一緒に回転する供回り(空回り)がなくなり、せき板2と縁リブ3の固定あるいは取外し作業が容易となる。
The present invention uses the connector 6 in the panel form 1 and presses and clamps the adjacent panel form 1 border ribs 3 with screw bolts 26 as shown in FIGS. Thus, it is possible to provide the protruding portions 4 that protrude on both outer sides of the edge ribs 3 to be connected. For this reason, the inner corner surface of the end portion of the connecting side 47 having a substantially L shape including the fixed side 46 and the connecting side 47 is provided. There is a feature that the panel form frame 1 is lightened by providing a protruding portion 4 having a substantially waste-fold shape on the side and fixing the edge rib 3 having a large and small section modulus to the dam plate 2.
In addition, the fixing bolt 5 for fixing the board 2 and the edge rib 3 of the panel form 1 is fixed to the board 2 in advance with the fixing bolt 5 having a portion in contact with the board 2 formed in a substantially truncated pyramid wedge shape. When the fixing bolt 5 is inserted into the hole 42 for inserting the fixing bolt 5 and struck with a hammer or the like, the fixing bolt 5 is fixed by biting the dam plate 2.
Therefore, there is no rotation (idle rotation) in which the fixing bolt 5 and the nut 41 rotate together, and the fixing or removing operation of the dam plate 2 and the edge rib 3 is facilitated.

本発明の連結具6にあって、図1、図2に示すように隣接する連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記縁リブ3及び板セパ7に設けられたガイドピン21挿入用の孔44にガイドピン21を挿入し、挿入しことで出現する前記ガイドピン21の先端部に横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピン21の先端部に嵌め込み、嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、ガイドピン21の後端部の軸心に設けられた雌ネジ22に、可動部材25を介して螺着するネジボルト26を回転させることで、板セパ7を挟むコンパネフォーム型枠1縁リブ3同士及び横バタ材締付具8嵌着体15を一緒に押圧して挟持する特徴がある。
また、コンパネフォーム型枠1縁リブ3同士の連結作業に、連結具6ガイドピン21の先端部に挿入された受止ピン29が縁リブ3に当接することで、ネジボルト26と連結具6ガイドピン21が一緒に回転する共回り(空回り)を防止することで、前記ガイドピン21後端部に可動部材25を介して螺着するネジボルト26をドライバー等のネジ回し工具により片手で回転させて前記コンパネフォーム型枠1縁リブ3同士を押圧して挟持するようにした特徴がある。
As shown in FIGS. 1 and 2, in the connector 6 of the present invention, plate separators 7 are sandwiched between adjacent ribs 3 of panel form frames 1 to be connected to each other, and provided on the edge ribs 3 and the plate separators 7. The guide pin 21 is inserted into the inserted hole 44 for inserting the guide pin 21, and the hole 32 provided in the horizontal butterfly material fastener 8 fitting body 15 is formed at the tip of the guide pin 21 that appears when the guide pin 21 is inserted. The receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that is inserted into the distal end portion of the guide pin 21 and appears by fitting, and the female provided at the axial center of the rear end portion of the guide pin 21. By rotating a screw bolt 26 to be screwed onto the screw 22 via the movable member 25, the panel form frame 1 edge ribs 3 sandwiching the plate separator 7 and the horizontal butterfly material fastener 8 fitting body 15 together. There is a feature of pressing and clamping.
In addition, the receiving pin 29 inserted at the tip of the connector 6 guide pin 21 abuts against the edge rib 3 in the operation of connecting the panel form frame 1 edge ribs 3 to each other, whereby the screw bolt 26 and the connector 6 guide. By preventing co-rotation (idle rotation) of the pins 21 rotating together, the screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25 is rotated with one hand by a screwdriver such as a screwdriver. There exists the characteristic which pressed and clamped the said panel form frame 1 edge ribs 3 mutually.

従来のクリップ金具75と本願の連結具6を比較すれば、図20、図21に示すようにクリップ金具75と称する従来の連結具は、所用の長さを有する13ミリ程度の剛性の高い丸鋼により、挿入軸部79から直角に延長するアーム80と、前記アーム80に連続する挟持部81が概略湾曲状に一体加工されているため、隣接する縁リブ76同士を連結する連結孔に、クリップ金具75のアーム80が水平状態で挿入軸部79を挿入し、そして、概略湾曲状の挟持部81をハンマー等で強く叩き込み、挿入軸部79を回転軸に回転させることでする連結する縁リブ76同士を弾力性の加圧により挟持するため、過剰な加圧により連結する縁リブ76同士が変形することがある。また、クリップ金具75を使用することで、概略湾曲状の挟持部81をハンマー等で強く叩き込むときカチャカチャと騒音がするため、住宅街では近隣に迷惑をかける難点がある。
その点、本願による連結具6は、図2、図7に示すようにガイドピン21後端部に可動部材25を介して前記ガイドピン21後端部に螺着するネジボルト26を回転させることで可動部材25が前進することで押圧して挟持することにより連結する縁リブ3同士の端部外側に突出する突出部4が邪魔になることなく押圧して挟持することができ、騒音も殆ど発生しない特徴がある。
また、本願による連結具6は、前記ガイドピン21先端部に挿入する受止ピン29が縁リブ3に当接することで前記ガイドピン21とネジボルト26が一緒に回転する共回り(空回り)を防止することで、ドライバー等のネジ回し工具により片手で締付作業ができる特徴がある。
さらに、本願による連結具6は、せき板84と縁リブ85が一体となる樹脂成形型枠(図22参照)またはメタルフォームと称する鋼製型枠(図面省略)等の連結にも使用ができる特徴がある。
When comparing the conventional clip metal fitting 75 with the connector 6 of the present application, as shown in FIG. 20 and FIG. 21, the conventional connector called the clip metal fitting 75 has a required round length of about 13 mm and a high rigidity. Since the arm 80 extending at a right angle from the insertion shaft 79 and the sandwiching portion 81 continuous to the arm 80 are integrally processed into a substantially curved shape by steel, the connecting hole for connecting adjacent edge ribs 76 to each other The connecting shaft 79 is inserted by inserting the insertion shaft portion 79 with the arm 80 of the clip metal fitting 75 in a horizontal state, and striking the substantially curved holding portion 81 with a hammer or the like, and rotating the insertion shaft portion 79 around the rotation shaft. Since the ribs 76 are clamped by elastic pressure, the edge ribs 76 that are connected by excessive pressure may be deformed. In addition, the use of the clip fitting 75 causes noise when the roughly curved holding portion 81 is strongly struck with a hammer or the like.
In that respect, the connector 6 according to the present application rotates a screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25 to the rear end portion of the guide pin 21 as shown in FIGS. When the movable member 25 advances and is pressed and pinched, the protruding portion 4 protruding outside the ends of the edge ribs 3 to be connected can be pressed and pinched without getting in the way, and almost no noise is generated. There is a feature that does not.
Further, in the connector 6 according to the present application, the receiving pin 29 inserted into the distal end portion of the guide pin 21 abuts on the edge rib 3 to prevent the guide pin 21 and the screw bolt 26 from rotating together (idling). By doing so, there is a feature that can be tightened with one hand using a screwdriver such as a screwdriver.
Furthermore, the connector 6 according to the present application can be used for connecting a resin mold (refer to FIG. 22) in which the support plate 84 and the edge rib 85 are integrated, or a steel mold called metal form (not shown). There are features.

本発明にかかる板セパを使用したコンパネフォーム型枠の連結及び横バタ材締付状態及び横バタ材仮置具の固定状態を示す正面図。The front view which shows the connection state of a panel form form using the board separator concerning this invention, a horizontal butterfly material clamping | tightening state, and the fixed state of a horizontal butterfly material temporary placement tool. 図1のA‐A線断平面図。FIG. 2 is a plan view taken along line AA in FIG. 1. 図1のB‐B線断平面図。(横バタ材仮置具の平面図)The BB sectional view top view of FIG. (Top view of horizontal butterfly temporary holder) 連結するコンパネフォーム型枠縁リブ同士の挟持状態を示す断平面図。(4a)は、コンパネフォーム型枠縁リブ同士の挟持状態を示す断平面図。(4b)は、コンパネフォーム型枠縁リブと従来の樹脂成形型枠縁リブを挟持した状態を示す断平面図。The cut-out top view which shows the clamping state of the panel form frame edge rib to connect. (4a) is a sectional plan view showing a sandwiched state between the panel form frame edge ribs. (4b) is a cross-sectional plan view showing a state in which the panel form frame edge rib and the conventional resin mold edge frame are sandwiched. 本発明にかかる横バタ材締付具を示す正面図。The front view which shows the horizontal butterfly material fastener concerning this invention. 本発明にかかる横バタ材仮置具を示す正面図。The front view which shows the horizontal butterfly material temporary placement tool concerning this invention. 本発明にかかる連結具の外観(上半分)及び断面(下半分)を示す説明図(拡大図。)。Explanatory drawing (enlarged view) which shows the external appearance (upper half) and cross section (lower half) of the coupling tool concerning this invention. 本発明にかかるせき板と縁リブを固定する定着ボルトの拡大図。The enlarged view of the fixing volt | bolt which fixes the dam plate and edge rib concerning this invention. 本発明にかかるコンパネフォーム型枠を構成する、せき板と縁リブの固定状態を示す説明図(断平面図)。(9a)は、定着ボルト差込状態を示す。(9b)は、定着ボルトの食い込み定着した状態を示す。(9c)は、定着ボルトに縁リブを嵌めこんだ状態を示す。(9d)は、せき板に縁リブが固定された状態を示す。BRIEF DESCRIPTION OF THE DRAWINGS Explanatory drawing (cross-sectional plan view) which shows the fixed state of a dam plate and an edge rib which comprises the panel form frame concerning this invention. (9a) shows a fixing bolt insertion state. (9b) shows a state where the fixing bolt has been bitten and fixed. (9c) shows a state in which the edge rib is fitted into the fixing bolt. (9d) shows a state in which the edge rib is fixed to the weir plate. 本発明にかかるコンパネフォーム型枠の出スミ部、入スミ部の連結状態を示す説明図(断平面図)。(10a)は入スミ部の連結状態を示す。(10b)は出スミ部の連結状態を示す。Explanatory drawing (cut-off plan view) which shows the connection state of the outgoing summit part of the panel form form concerning this invention, and an incoming summit part. (10a) shows the connection state of the incoming smear part. (10b) shows the connected state of the outgoing sump section. 本発明にかかる板セパと横バタ材締付具を使用してコンパネフォーム型枠により構成された一例を示す参考図。The reference figure which shows an example comprised by the panel form frame using the board | plate separator concerning this invention and a horizontal butterfly material fastener. 図11のC−C線断平面図。The CC sectional view taken on the line of FIG. 従来の丸セパと従来の横バタ材締付具を使用してコンパネフォーム型枠により構成された一例を示す参考図。The reference figure which shows an example comprised by the panel form mold using the conventional round separator and the conventional horizontal butterfly material fastener. 図13のD−D線断平面図。FIG. 14 is a plan view taken along the line D-D in FIG. 13. 本発明にかかる板セパとコンパネフォーム型枠により構成された型枠解体状況を示す説明図。(15a)は、片方側の縁リブを外した状態を示す。(15b)は、相手側の縁リブに設けられたガイドピン21挿入用の孔に梃子用バールの先端を差込む状態を示す。(15c)は、梃子を利用してコンパネフォーム型枠の脱型状態を示す。Explanatory drawing which shows the formwork disassembly condition comprised by the plate separator concerning this invention, and a panel form mold. (15a) shows a state in which one edge rib is removed. (15b) shows a state in which the tip of the insulator bar is inserted into the hole for inserting the guide pin 21 provided on the other edge rib. (15c) shows the demolding state of the panel form using the insulator. 従来の丸セパ53とコンパネフォーム型枠により構成された型枠解体に使用する本発明の掛止具59使用状況を示す説明図であり(16a)は、連結するコンパネフォーム型枠解体前の状態であり、掛止具に設けられた孔に梃子用バールの先端を差込む状態を示す。を示す。(16b)は、連結するコンパネフォーム型枠の解体時における梃子用バールの使用状況を示す。It is explanatory drawing which shows the use condition of the latching tool 59 of this invention used for the formwork disassembly comprised by the conventional round separator 53 and the panel form mold (16a) is the state before the panel form formwork disassembly to connect And shows a state in which the tip of the lever bar is inserted into the hole provided in the hook. Indicates. (16b) shows the state of use of the insulator bar at the time of disassembling the connected panel form. 従来の丸セパと従来の横バタ材締付具を連結して使用する状況を示す部分平面図。The partial top view which shows the condition which connects and uses the conventional round separator and the conventional horizontal butterfly material fastener. 従来のHジョイントによる型枠せき板の連結状態を示す斜視図。The perspective view which shows the connection state of the formwork board by the conventional H joint. 従来の桟木固定型枠の連結状態の一例を示す斜視図。The perspective view which shows an example of the connection state of the conventional pier fixed formwork. 従来の縁リブ固定型枠及び従来のクリップ金具を使用した連結状態を示す正面図。The front view which shows the connection state using the conventional edge rib fixed formwork and the conventional clip metal fitting. 図19のE−E線断平面図。FIG. 20 is a plan view taken along line EE in FIG. 19. 従来の樹脂成形型枠92及びその型枠連結具の連結状態を示す斜視図。(22a)は、挿入軸部87の先端をテーパー状にした型枠連結具の使用状態を示す斜視図。(22b)は、挿入軸部88の先端部にネジ部を設けた型枠連結具の使用状態を示す斜視図。The perspective view which shows the connection state of the conventional resin molding mold 92 and its mold coupling tool. (22a) is a perspective view showing a use state of a formwork coupler in which the distal end of the insertion shaft portion 87 is tapered. (22b) is a perspective view showing a use state of a formwork coupler in which a screw portion is provided at the distal end portion of the insertion shaft portion 88. FIG.

本発明を実施するためのコンクリート成形用のコンパネフォーム型枠及びその連結具及び横バタ材締付具及び掛止具の構成にあって、図9に示すように固定辺46と連結辺47からなる概略L型材の固定辺46に、せき板2に固定するための定着ボルト5挿入用の孔43を一定間隔に設け、連結辺47端部内角面側に概略ムダ折形状の突出部4を設け、なお、連結具6ガイドピン21挿入用の孔44が一定間隔に設けられた所用の長さを有する縁リブ3をせき板2裏面連結部のほぼ端面に固定してなるコンパネフォーム型枠1と、
図7に示すように所用の長さを有する円筒部材の先端に近い程径が小さくなるテーパーを形成したテーパー部の後方に受止ピン29挿入用の挿通孔23を設け、前記挿通孔23から一定の長さを有する後端部の軸心に雌ネジ22を設けたガイドピン21に前記テーパー部の後方に受止ピン29挿入用の挿通孔23に受止ピン29挿入し、前記ガイドピン21の後端部に可動部材25を介してネジボルト26が嵌着する連結具6と、
対向する型枠間を支持する、厚み4ミリ程度で幅が30ミリ程度の矩形断面で所用の長さを有する帯状部材の両端部に連結具6ガイドピン21が挿通する孔を設けた板セパ7と、
図5に示すように所用の寸法を有する金属板に、嵌着辺30と連結辺31からなる概略不等辺L型状に形成した嵌着部材にガイドピン21が挿通する孔44を穿孔し、連結辺31にフォームタイ(登録商標。)と称する軸ボルト17と連結するための連結ボルト18挿通孔を穿孔した嵌着体15を、前記連結ボルト18挿通用の孔と前記軸ボルト17の基部56に設けられた雌ネジとを合致させ、連結用の連結ボルト18により連結してなる横バタ材締付具8とを備え、
図2に示すように連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み込んだ状態で、縁リブ3同士及び板セパ7に設けられた前記ガイドピン21挿入用の孔44に連結具6ガイドピン21を挿入する。そして、前記連結具6ガイドピン21を挿入したことで出現するガイドピン21の先端部に横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピン21の先端部に嵌め込む。そして、前記ガイドピン21の先端部に嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させて挟持する。この作業を順次繰返し所用の位置まで連結してなる連結型枠に対して、ほぼ同様の手順により、対向する相手側のコンパネフォーム型枠1を連結し、そして、対向する両側のコンパネフォーム型枠1の背部を支持する横バタ材14を前記横バタ材締付具8の上下に配置し、前記横バタ材締付具8に螺合するナット11を回転させて横バタ材14を押圧固定することで強固なコンクリート打ち込み用の型枠組立が完了する(図11、図12参照。)。
なお、図3に示す横バタ材仮置具9は、手の届かない箇所では一旦手の届く位置に仮置きすることで作業の安全性及び作業能率が向上する。
In the construction of a panel forming mold for concrete forming for carrying out the present invention, its connecting tool, a horizontal butter material fastening tool and a hooking tool, as shown in FIG. On the fixed side 46 of the substantially L-shaped material, holes 43 for inserting the fixing bolts 5 for fixing to the bottom plate 2 are provided at regular intervals, and the projection 4 having a generally waste folding shape is formed on the inner corner surface side of the end of the connecting side 47. A panel form frame formed by fixing the edge rib 3 having a predetermined length in which holes 44 for inserting the connector 6 guide pins 21 are provided at regular intervals to the substantially end face of the back plate 2 back surface connecting portion. 1 and
As shown in FIG. 7, an insertion hole 23 for inserting a receiving pin 29 is provided at the rear of the tapered portion having a taper that decreases in diameter as it approaches the tip of a cylindrical member having a desired length. A receiving pin 29 is inserted into an insertion hole 23 for inserting a receiving pin 29 behind the tapered portion into a guide pin 21 provided with a female screw 22 at the axial center of the rear end portion having a certain length, and the guide pin A connector 6 in which a screw bolt 26 is fitted to the rear end portion of 21 via a movable member 25;
A plate separator provided with holes through which the connector 6 guide pins 21 are inserted at both ends of a belt-like member having a rectangular cross section with a thickness of about 4 mm and a width of about 30 mm, which supports between opposing molds. 7 and
As shown in FIG. 5, a hole 44 through which the guide pin 21 is inserted into a fitting member formed in a substantially unequal side L-shape composed of a fitting side 30 and a connecting side 31 is drilled in a metal plate having a desired dimension, The fitting body 15 in which a connecting bolt 18 insertion hole for connecting to a shaft bolt 17 called a foam tie (registered trademark) is formed in the connecting side 31 is connected to the hole for inserting the connecting bolt 18 and the base of the shaft bolt 17. A horizontal butterfly material fastening tool 8 formed by matching with a female screw provided on 56 and connected by a connecting bolt 18 for connection;
As shown in FIG. 2, in the state where the plate separator 7 is sandwiched between the panel form frame 1 edge ribs 3 to be connected, the edge ribs 3 and the hole 44 for inserting the guide pin 21 provided in the plate separator 7. The connector 6 guide pin 21 is inserted. Then, the hole 32 provided in the horizontal butterfly material fastener 8 fitting body 15 is fitted to the distal end portion of the guide pin 21 at the distal end portion of the guide pin 21 that appears when the connecting pin 6 guide pin 21 is inserted. Include. Then, the receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that appears when the guide pin 21 is fitted into the distal end portion, and the rear end portion of the guide pin 21 is interposed via the movable member 25. The screw bolt 26 to be screwed is rotated and clamped. This operation is sequentially repeated up to the position for repeated use, and the opposite partner panel form 1 is connected to the opposite form of the panel form by substantially the same procedure. The horizontal butterfly material 14 that supports the back portion of 1 is disposed above and below the horizontal butterfly material fastener 8, and the nut 11 that is screwed into the horizontal butterfly material fastener 8 is rotated to press and fix the horizontal butterfly material 14. This completes the solid formwork assembly for concrete placement (see FIGS. 11 and 12).
Note that the horizontal butterfly material temporary placement tool 9 shown in FIG. 3 is temporarily placed at a position where the hand can reach in a place where the hand cannot reach, thereby improving work safety and work efficiency.

前記コンパネフォーム型枠1は、断面係数を大きくして軽くした縁リブ3をせき板2に固定したことでコンパネフォーム型枠1を軽くすることになる。詳しくは、固定辺46と連結辺47からなる概略L型状の縁リブ3の前記連結辺47の端部内側に概略ムダ折形状の突出部4を設けたことで、断面係数が大きくなり、規定の強度を保ち縁リブ3の重量を軽くする。しかし、縁リブ3同士の両外側に突出する突出部4を設けることを可能にするためには、本願のネジボルト26で押圧して挟持する前記連結具6を使用することになる。
また、前記コンパネフォーム型枠1のせき板2と縁リブ3を固定する図8に示す定着ボルト5は、せき板2に予め設けられた孔42に定着ボルト5を差込み、前記定着ボルト5を金槌等で叩き込むことでせき板2に食込み定着することで、前記定着ボルト5とナット41の供回り(空回り)がなくなる。
したがて、前記定着ボルト5とナット41の供回り(空回り)がなくなることで、図15に示すようにコンクリート固化後、片方のコンパネフォーム型枠1せき板2を残置した状態でナット41を外し、そして、縁リブ3を抜取り相手側の縁リブ3に設けられたガイドピン21挿入用の孔44に梃子用バール58の先端部を差込み抉ることでコンパネフォーム型枠1は簡単に剥離する。
また、定着ボルト5とナット41の供回り(空回り)がなくなることで、損傷の激しいせき板2の取替作業が能率的となる。
The panel foam mold 1 is lightened by fixing the edge ribs 3 with a large section modulus and lightening to the dam plate 2. Specifically, by providing the substantially waste-shaped protruding portion 4 on the inner side of the connection side 47 of the substantially L-shaped edge rib 3 composed of the fixed side 46 and the connection side 47, the section modulus increases. The specified strength is maintained and the weight of the edge rib 3 is reduced. However, in order to be able to provide the projecting portions 4 projecting on both outer sides of the edge ribs 3, the connecting tool 6 that is pressed and clamped by the screw bolt 26 of the present application is used.
Further, the fixing bolt 5 shown in FIG. 8 for fixing the board 2 and the edge rib 3 of the panel form 1 is inserted into a hole 42 provided in the board 2 in advance, and the fixing bolt 5 is inserted into the fixing bolt 5. By hitting with a hammer or the like and biting into and fixing on the dam plate 2, the fixing bolt 5 and the nut 41 are not rotated (idle).
Therefore, the rotation of the fixing bolt 5 and the nut 41 is eliminated, so that the nut 41 is left in a state in which the panel 2 of the panel 1 is left after the concrete is solidified as shown in FIG. The panel form 1 is peeled off by removing the edge rib 3 and inserting the tip of the lever bar 58 into the hole 44 for inserting the guide pin 21 provided on the edge rib 3 on the counterpart side. .
Further, since the fixing bolt 5 and the nut 41 are not rotated (idly rotated), the work of replacing the damaged dam plate 2 becomes efficient.

前記連結具6は、図7に示すように所用の長さを有する外径が13ミリ程度で内径が6ミリ程度の円筒部材の先端に近い程径が小さくなるテーパーを形成したテーパー部の後方に受止ピン29挿入用の挿通孔23を設け、前記挿通孔23から所用の長さを有する後端部の軸心に雌ネジ22を形成したガイドピン21と、
前記テーパー部の後方に設けた受止ピン29挿入用の挿通孔23に挿入する概略P型状の受止ピン29と、前記ガイドピン21の後端部に嵌着する、概略エンドキャップ状の軸心にネジボルト26が挿通する孔を穿孔してなる可動部材25と、
前記ガイドピン21の後端部に嵌着する可動部材25を介して前記ガイドピン21の軸心に設けた雌ネジ22に螺着するネジボルト26により構成される。
これによって、連結具6ガイドピン21後端部の軸心に設けた雌ネジ22に可動部材25を介して螺着するネジボルト26のドライバー等の掛止穴27にドライバー等の掛止部を掛止し、ネジボルト26を回転させて可動部材25を動かし、挟持範囲25s(挟み代)を広くしたり狭くしたりする特徴がある。
また、連結具6ネジボルト26の回転作業において、前記ガイドピン21先端部に挿入する受止ピン29が縁リブ3に当接することで前記ガイドピン21は回転しなくなり、そのため、ドライバー等のネジ回し工具により片手でネジボルト26の締付作業ができる特徴がある。
さらに、ガイドピン21に挿入する受止ピン29と前後に可動する可動部材25を介して螺着されたネジボルト26を回転させることで押圧して挟持するため、ネジボルト26の締付力を手加減により調整ができる特徴がある。
As shown in FIG. 7, the connector 6 has a taper that has a taper that decreases in diameter as it approaches the tip of a cylindrical member having a required outer diameter of about 13 mm and an inner diameter of about 6 mm. A guide pin 21 provided with an insertion hole 23 for insertion of a receiving pin 29 and a female screw 22 formed on the axial center of the rear end portion having a predetermined length from the insertion hole 23;
A substantially P-shaped receiving pin 29 inserted into the insertion hole 23 for inserting the receiving pin 29 provided at the rear of the tapered portion, and a substantially end-cap-shaped fitting fitted to the rear end portion of the guide pin 21. A movable member 25 formed by drilling a hole through which the screw bolt 26 is inserted in the shaft center;
It is constituted by a screw bolt 26 that is screwed to a female screw 22 provided at the axial center of the guide pin 21 via a movable member 25 that is fitted to the rear end portion of the guide pin 21.
As a result, a hooking portion such as a screwdriver is hooked on the hooking hole 27 of a screw bolt 26 screwed to the female screw 22 provided on the shaft center of the rear end portion of the connector 6 guide pin 21 via the movable member 25. There is a feature that the movable member 25 is moved by rotating the screw bolt 26 to widen or narrow the clamping range 25s (clamping margin).
Further, in the rotation operation of the connecting tool 6 screw bolt 26, the receiving pin 29 inserted into the tip end portion of the guide pin 21 comes into contact with the edge rib 3, so that the guide pin 21 does not rotate. There is a feature that the screw bolt 26 can be tightened with one hand by a tool.
Further, since the receiving bolt 29 inserted into the guide pin 21 and the screw bolt 26 screwed through the movable member 25 movable back and forth are rotated to be pressed and clamped, the tightening force of the screw bolt 26 can be manually adjusted. There is a feature that can be adjusted.

前記板セパ7は、対向して連結されるコンパネフォーム型枠1縁リブ3同士間の間隔を支持する支持具であり、前記板セパ7を使用することにより連結するコンパネフォーム型枠1に作用するコンクリート荷重は板セパ7に集中し、その荷重は、せん断力として連結具6ガイドピン21に集中することになる。そのため、横バタ材締付具8及び横バタ材14は、中間リブ49に作用するコンクリート荷重だけを支持すればよいため、横バタ材締付具8及び横バタ材14に作用するコンクリート荷重は低減されることになる。
したがって、横バタ材締付具8及び横バタ材14材の軽量化に役立つ。
また、連結するコンパネフォーム型枠1縁リブ3同士の挟持及び板セパ7と横バタ材締付具8の挟持作業を同じ箇所で行うため作業能率が向上する。
The plate separator 7 is a support tool that supports the spacing between the ribs 3 of the panel forming mold 1 that are connected to face each other, and acts on the panel forming mold 1 that is connected by using the plate separating 7. The concrete load to be concentrated is concentrated on the plate separator 7, and the load is concentrated on the connector 6 guide pin 21 as a shearing force. Therefore, since the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 need only support the concrete load acting on the intermediate rib 49, the concrete load acting on the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 is Will be reduced.
Therefore, it helps to reduce the weight of the horizontal butterfly material fastener 8 and the horizontal butterfly material 14.
In addition, the work efficiency is improved because the sandwiching operation between the panel form frame 1 edge ribs 3 to be connected and the plate separator 7 and the horizontal butterfly material fastener 8 are sandwiched at the same place.

以下、この実施例において、図1〜図22を参照してさらに詳しく説明する。
コンパネフォーム型枠1背部を支持する横バタ材14は単管48.6φ、中間リブ49は桟木67を使用することを前提とする。また、従来の丸セパ53は、図17に示すように丸鋼両端部に雄ネジが設けられた雄ネジに、概略円錐台形状のコーン54を丸セパ53の両端部に螺止固定したタイプを使用することを前提とする。
なお、説明に差し支えのない左右対称部分の片方図面は省略する。
Hereinafter, this embodiment will be described in more detail with reference to FIGS.
It is assumed that the horizontal butterfly material 14 that supports the back of the panel form 1 is a single tube 48.6φ and the intermediate rib 49 is a crosspiece 67. Further, as shown in FIG. 17, the conventional round separator 53 is a type in which a cone 54 having a substantially truncated cone shape is screwed and fixed to both ends of a round separator 53 on male screws provided with round threads on both ends of a round steel. It is assumed that is used.
In addition, the one-side drawing of the symmetrical part which does not interfere with description is abbreviate | omitted.

本発明による前記コンパネフォーム型枠1は、所用の大きさを有する、厚み12ミリ程度のラワン合板(以下、単にコンパネと言うことがある)または合成樹脂板のせき板2に、前記せき板2裏面に固定される縁リブ3と、前記せき板2と縁リブ3を固定する定着ボルト5により構成される。
前記、せき板2に縁リブ3を固定する定着ボルト5は、せき板2に食込み定着することで、定着ボルト5とナット41が一緒に回転する共回り(空回り)を防止し、せき板2に固定された縁リブ3の取付けまたは取外すためのナット41回転作業を容易にする。
前記縁リブ3の固定位置は、せき板2裏面連結部の端面より僅か後退した位置に縁リブ3を固定する。詳しくは、前記縁リブ3同士の間に板セパ7を挿入することと、型枠解体を容易にするため図4(4a)に示すように隣接するコンパネフォーム1縁リブ3同士の空き間隔を設ける。また、空き間隔を設けることで隣接するコンパネフォーム1せき板2の密接性がよくなる。
The panel form 1 according to the present invention has a required size, a lauan plywood having a thickness of about 12 mm (hereinafter simply referred to as a panel) or a synthetic resin plate 2 and the plate 2 An edge rib 3 fixed to the back surface and a fixing bolt 5 for fixing the dam plate 2 and the edge rib 3 are configured.
The fixing bolt 5 for fixing the edge rib 3 to the dam plate 2 bites into and fixes the dam plate 2 to prevent the fixing bolt 5 and the nut 41 from rotating together (i.e., idle rotation). This makes it easy to rotate the nut 41 for attaching or removing the edge rib 3 fixed to the head.
The edge rib 3 is fixed at a position slightly retracted from the end face of the bottom plate 2 back surface connecting portion. Specifically, as shown in FIG. 4 (4a), the space between adjacent panel panel 1 edge ribs 3 is set to allow the plate separator 7 to be inserted between the edge ribs 3 and to facilitate the formwork disassembly. Provide. Moreover, the closeness of the adjacent panel form 1 board 2 improves by providing a space | interval.

図1は、連結するコンパネフォーム型枠1縁リブ3同士間に挟み込む板セパ7と横バタ材締付具8が連結具6により挟持され、その挟持された横バタ材締付具8の上下に横バタ材14を配置固定した状態を示し、その下方に横バタ材仮置具9が連結具6により挟持された状態を示す正面図。
図2は、図1のA‐A線断平面図あり、連結具6により、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み込んだ状態で、縁リブ3同士及び板セパ7に設けられたガイドピン21挿入用の孔に連結具6ガイドピン21を挿入し、挿入したことで出現するガイドピン21の先端部に横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピン21の先端部に嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、前記ガイドピン21の後端部に嵌着する可動部材25の背部を押圧するネジボルト26を回転させることで押圧して挟持した状態を示す。
FIG. 1 shows that a panel separator 7 and a horizontal butterfly material clamp 8 sandwiched between the panel form frame 1 edge ribs 3 to be coupled are clamped by the coupling tool 6, and the horizontal butterfly material clamp 8 above and below the clamped horizontal butterfly material clamp 8. The front view which shows the state which arranged and fixed the horizontal butterfly material 14 in the figure, and shows the state by which the horizontal butterfly material temporary placement tool 9 was clamped by the connection tool 6 in the downward direction.
FIG. 2 is a cross-sectional plan view taken along the line AA of FIG. 1, with the panel separator 7 sandwiched between the panel ribs 3 of the panel form 1 to be connected by the connector 6, and the edge ribs 3 and the plate separator. The guide pin 21 is inserted into the hole for inserting the guide pin 21 provided in the guide pin 21 and is inserted into the front end portion of the guide pin 21 that appears as a result of the insertion. The receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that appears when the hole 32 is fitted into the distal end portion of the guide pin 21, and is fitted into the rear end portion of the guide pin 21. The state which pressed and clamped by rotating the screw volt | bolt 26 which presses the back part of the movable member 25 to perform is shown.

前記板セパ7は、金属材または合成樹脂材により、所用の長さを有する帯状の両端部にガイドピン21挿入用の孔を設け、その孔から壁心方に、詳しくは、前記コンパネフォーム型枠1せき板2のコンクリート面側から1ミリ程度壁心方の位置に、折り曲げて切取ることを可能にする概略Vカット状の断面欠損部12を形成する。
したがって、コンクリート打ち放し素地仕上げでは、切除部から錆が発生しない合成樹脂製のものを使用することが好まれる。しかし、コンクリート硬化後の漏水の発生を防止するため、周面部分の全体に亘って万遍なくエンボス状の凹凸加工をすることが望ましい。
前記合成樹脂製の板セパ7を使用することは、従来の冷間加工した金属製丸セパのものと概略同様の強度が得られることと、コンクリート面から切除した部分の後処理が省略できることにある。
前記板セパ7の断面寸法は、金属材の場合は厚み2.3ミリ程度x幅30ミリ程度とし、合成樹脂材の場合は厚み5ミリ程度x幅30ミリ程度が望ましい。
The plate separator 7 is formed of a metal material or a synthetic resin material with holes for inserting guide pins 21 at both ends of the belt-like shape having a desired length. A substantially V-cut cross-sectional defect portion 12 that can be bent and cut is formed at a position about 1 mm from the concrete surface side of the frame 1 siding plate 2 toward the wall center.
Therefore, it is preferable to use a synthetic resin that does not generate rust from the cut portion in the concrete-released base finish. However, in order to prevent the occurrence of water leakage after the concrete is hardened, it is desirable that the embossed unevenness be uniformly processed over the entire peripheral surface portion.
The use of the synthetic resin plate separator 7 can provide the same strength as that of a conventional cold-worked metal round separator, and the post-treatment of the portion cut from the concrete surface can be omitted. is there.
The cross-sectional dimension of the plate separator 7 is preferably about 2.3 mm thick x about 30 mm wide in the case of a metal material, and about 5 mm thick x about 30 mm wide in the case of a synthetic resin material.

図3は、図1のB‐B線断平面図であり、連結するコンパネフォーム型枠1縁リブ3同士を連結するガイドピン21挿入用の孔44に、連結具6ガイドピン21を挿入したことで出現するガイドピン21先端部に、横バタ材仮置具9に設けられたガイドピン21挿入用の孔36を前記ガイドピン21の先端部に嵌めこむことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、前記ガイドピン21の後端部軸心に設けられた雌ネジ22に、可動部材25を介して螺着するネジボルト26を回転させてコンパネフォーム型枠1縁リブ3同士及び横バタ材仮置具9を一緒に押圧して挟持した状態を示す。
これによって、長尺物である横バタ材14の配置作業において、直接手の届かない高所部では、横バタ材14を一旦仮置することで安全かつ、作業能率が向上する。また、型枠解体時の横バタ材14落下防止養生に役立つ。
FIG. 3 is a plan view taken along the line BB of FIG. 1, and the connector 6 guide pin 21 is inserted into the hole 44 for inserting the guide pin 21 that connects the panel form frame 1 edge ribs 3 to each other. The insertion of the receiving pin 29 that appears when the hole 36 for inserting the guide pin 21 provided in the horizontal butterfly temporary holder 9 is fitted into the distal end of the guide pin 21 at the distal end of the guide pin 21 that appears. A receiving pin 29 is inserted into the insertion hole 23, and a screw bolt 26 screwed through a movable member 25 is rotated on a female screw 22 provided at the rear end portion axial center of the guide pin 21. The state which pressed and clamped the panel form frame 1 edge ribs 3 and the horizontal butterfly material temporary placement tools 9 together is shown.
Accordingly, in the placement work of the horizontal butterfly material 14 which is a long object, the horizontal butterfly material 14 is temporarily placed temporarily at a high place where it cannot be directly reached, and the work efficiency is improved safely. Moreover, it is useful for the horizontal flap material 14 fall prevention curing at the time of mold form dismantling.

図4(4a)は、連結するコンパネフォーム型枠1縁リブ3同士の挟持状態を示す断平面であり、隣接する相互のコンパネフォーム型枠1縁リブ3同士に設けられた連結具6ガイドピン21挿入用の孔44にガイドピン21を挿入し、前記ガイドピン21を挿入したことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、連結具6ガイドピン21の後端部の軸心に設けられた雌ネジに可動部材25を介して羅着するネジボルト26を回転させて締付けることで、コンパネフォーム型枠1同士の面合わせ及びレベル合わせが決定的になる。なお、図に示す符号tは連結具6ガイドピン21の受止ピン29と可動部材25により連結する縁リブ3同士を挟む挟み代を示す。なお、符号cは縁リブ3同士間の空き間隔を示す。前記縁リブ3同士間の空き間隔は、図16(図16b)に示すように、型枠解体時に片方側のコンパネフォーム型枠1を梃子用バール66で抉ることで縁リブ3同士が接触して絡むことを避けるためである。
また、隣接するコンパネフォーム型枠1縁リブ3同士を連結するには、前記縁リブ3同士の両外側に突出部4があるため、本願のネジボルト26により押圧して挟持する連結具6を使用することになる。
さらに、前記連結具6ガイドピン21に板セパ7を挿着しない個所は、コンクリート荷重を殆ど受けないため、軽くて携帯に適した合成樹脂製を使用することで持運び携帯が便利となる。
FIG. 4 (4 a) is a cutting plane showing a sandwiched state between the panel form frame 1 edge ribs 3 to be connected, and a connector 6 guide pin provided between adjacent panel form frame 1 edge ribs 3. 21. Insert the guide pin 21 into the hole 44 for insertion, insert the receiving pin 29 into the insertion hole 23 for inserting the receiving pin 29 that appears when the guide pin 21 is inserted, and guide the connector 6 By rotating and tightening a screw bolt 26 that is mounted on the female screw provided at the axial center of the rear end portion of the pin 21 via the movable member 25, the surface alignment and level alignment between the panel form frames 1 are decisive. become. In addition, the code | symbol t shown in the figure shows the pinch | interval margin which pinches | interposes the edge ribs 3 connected with the receiving pin 29 of the connector 6 guide pin 21 and the movable member 25. In addition, the code | symbol c shows the space | gap space between edge ribs 3. FIG. As shown in FIG. 16 (FIG. 16 b), the gap between the edge ribs 3 is such that the edge ribs 3 come into contact with each other by rolling the panel form 1 on one side with the insulator bar 66 when the mold is disassembled. This is to avoid entanglement.
Further, in order to connect adjacent panel panel formwork 1 edge ribs 3, since there are protrusions 4 on both outer sides of the edge ribs 3, a connecting tool 6 that is pressed and clamped by the screw bolt 26 of the present application is used. Will do.
Furthermore, since the place where the plate separator 7 is not inserted into the connector 6 guide pin 21 receives almost no concrete load, it is easy to carry and carry by using a synthetic resin that is light and suitable for carrying.

図4(4b)は、コンパネフォーム型枠1縁リブ3と従来の樹脂成形型枠92縁リブ85を押圧して挟持した状態を示す断平面図であって、符号Jは連結するせき板2同士の継目位置を示し、符号tは連結具6ガイドピン21の受止ピン29と可動部材25により連結する縁リブ3と樹脂成形型枠92の縁リブ85を挟む挟み代を示す。   FIG. 4 (4b) is a cross-sectional plan view showing a state in which the panel foam frame 1 edge rib 3 and the conventional resin molding frame 92 edge rib 85 are pressed and clamped. The joint position between the edge rib 3 and the edge rib 85 of the resin molding die 92 that are connected by the receiving pin 29 of the connector 6 guide pin 21 and the movable member 25 and the edge rib 85 is shown.

図5は、本発明による横バタ材締付具8を示す正面図であり、前記横バタ材締付具8は、所用寸法の金属板を図5に示すように長辺側の嵌着辺30と短辺側の連結辺31からなる概略不等辺L型状の嵌着辺30にガイドピン21が挿通する孔32を穿孔し、前記連結辺31にフォームタイ(登録商標)と称する軸ボルト17の基部56に設けられた雌ネジと螺合するための連結ボルト18挿通用の孔16を穿孔した嵌着体15を、前記嵌着体15連結辺31に設けられた連結ボルト18挿通用の孔16心と前記軸ボルト17の基部56に設けられた雌ネジのネジ心を合致させて連結ボルト18により螺止固定した連結状態を示す。
前記フォームタイ(登録商標。)と称する軸ボルト17は、基部56とネジ部からなる軸ボルト17に座具10を介してナット11を螺合し、末端はナット11外れ防止用の圧搾突起20が形成されている。
前記嵌着体15は、ガイドピン21に嵌着した状態で、嵌着体15の垂直支持部33が縁リブ3に当接することで、ガイドピン21を軸とする前記嵌着体15の回転を止め、横バタ材締付具8の水平状態を支持することになる。
FIG. 5 is a front view showing a horizontal butterfly material fastener 8 according to the present invention. The horizontal butterfly material fastener 8 has a metal plate having a desired size as shown in FIG. A hole 32 through which the guide pin 21 is inserted is drilled in a substantially unequal side L-shaped fitting side 30 composed of a connection side 31 and a short side 30, and a shaft bolt called Foam Tie (registered trademark) is formed in the connection side 31. The fitting body 15 having a hole 16 for inserting the connecting bolt 18 for screwing into the female screw provided in the base portion 56 of the base 17 is inserted into the connecting bolt 18 provided on the connecting body 15 connecting side 31. This shows a connected state in which the hole 16 core of this shaft and the screw core of the female screw provided on the base portion 56 of the shaft bolt 17 are matched and screwed and fixed by the connecting bolt 18.
The shaft bolt 17, referred to as the foam tie (registered trademark), is screwed onto the shaft bolt 17 including the base portion 56 and the screw portion via the seat 10 and the end is a pressing projection 20 for preventing the nut 11 from coming off. Is formed.
In the state where the fitting body 15 is fitted to the guide pin 21, the vertical support portion 33 of the fitting body 15 abuts on the edge rib 3, whereby the fitting body 15 rotates around the guide pin 21. And the horizontal state of the horizontal butterfly material fastener 8 is supported.

図6は、横バタ材仮置具9を示す正面図であり、前記横バタ材仮置具9は、図6に示すように垂直支持部34と水平部35からなる概略四角形の金属板に、前記金属板の垂直部34の縁リブ3側に連結具6ガイドピン21が挿通する孔36を穿孔し、前記水平部35上端に横バタ材14落防のため概略凹状に切除した横バタ材載置部37を形成し、前記垂直部34が縁リブ3と当接することでガイドピン21を軸とする回転を止め、横バタ材仮置具9の水平状態を支持することになる。   FIG. 6 is a front view showing the horizontal butterfly material temporary placing tool 9, and the horizontal butterfly material temporary placing tool 9 is formed on a substantially rectangular metal plate comprising a vertical support portion 34 and a horizontal portion 35 as shown in FIG. A hole 36 through which the connector 6 guide pin 21 is inserted is drilled in the edge rib 3 side of the vertical portion 34 of the metal plate, and the horizontal flap 35 is cut into a substantially concave shape at the upper end of the horizontal portion 35 to prevent the horizontal flap 14 from falling. The material placing portion 37 is formed, and the vertical portion 34 comes into contact with the edge rib 3 to stop the rotation around the guide pin 21 and support the horizontal state of the horizontal butterfly material temporary placement tool 9.

図7は、本発明による連結具6の外観(上半分)及び断面(下半分)を示す説明用の拡大図であり、前記連結具6は、所用の長さを有する外径が4ミリ程度の丸鋼の上端部を概略P型状に屈曲形成し、他方先端部は、先端に近い程径が小さくなるテーパーを形成した受止ピン29と、
所用の長さを有する内径が6ミリ程度で外径が13ミリ程度の円筒部材の先端に近い程径が小さくなるテーパーを形成したテーパー部に、前記テーパー部の先端を保護する概略リベット状の緩衝部材24を挿着固定し、そして、前記テーパー部の後方に受止ピン29挿入用の挿通孔23を穿孔し、前記挿通孔23から所用の長さを有する後端部の軸心に7ミリ程度の雌ネジ22を形成してなるガイドピン21と、
前記ガイドピン21の後端部に嵌着する概略エンドキャップ状の軸心にネジボルト26が挿通する孔を穿孔した可動部材25と、前記ネジボルト26とを備え、
前記ガイドピン21に設けられた受止ピン29挿入用の挿通孔23に挿入する受止ピン29と、そして、前記ガイドピン21の後端部に設けられた雌ネジ22に可動部材25を介して螺着するネジボルト26とにより構成される。なお、可動部材25とネジボルト26の間に丸座金28を介在させることでネジボルト26の回転がスムーズになる。
FIG. 7 is an enlarged view for explanation showing the appearance (upper half) and the cross section (lower half) of the connector 6 according to the present invention, and the connector 6 has a required outer diameter of about 4 mm. The upper end of the round steel is bent into a generally P shape, and the other end is formed with a receiving pin 29 having a taper that decreases in diameter as it approaches the tip.
A tapered portion having a taper that decreases in diameter as it approaches the tip of a cylindrical member having an inner diameter of about 6 mm and an outer diameter of about 13 mm having a desired length, has a generally rivet shape that protects the tip of the taper portion. A buffer member 24 is inserted and fixed, and an insertion hole 23 for inserting a receiving pin 29 is drilled behind the tapered portion, and a shaft center of a rear end portion having a predetermined length from the insertion hole 23 is 7. A guide pin 21 formed with a female screw 22 of about millimeters;
A movable member 25 having a hole through which a screw bolt 26 is inserted in a substantially end cap-shaped shaft center fitted to the rear end portion of the guide pin 21, and the screw bolt 26;
A receiving pin 29 inserted into the insertion hole 23 for inserting the receiving pin 29 provided in the guide pin 21 and a female screw 22 provided in the rear end portion of the guide pin 21 via a movable member 25. And a screw bolt 26 to be screwed. The screw bolt 26 can be smoothly rotated by interposing the circular washer 28 between the movable member 25 and the screw bolt 26.

前記ネジボルト26は、6角ボルトの頭部に6角レンチまたはドライバー等のネジ回し工具掛止用の掛止部27に掛止穴27または6角穴を設ける。
前記緩衝部材24は、前記ガイドピン21の抜取り時にハンマー等により叩くことで、ガイドピン21の先端部に加わる衝撃を緩和させるためであり、前記先端部の内径に概略リベット状の硬質材による緩衝部材24を挿着固定する。
The threaded bolt 26 is provided with a retaining hole 27 or a hexagonal hole in a retaining part 27 for retaining a screwing tool such as a hexagonal wrench or a screwdriver at the head of the hexagonal bolt.
The buffer member 24 is for reducing the impact applied to the tip end portion of the guide pin 21 by hitting with a hammer or the like when the guide pin 21 is pulled out. The member 24 is inserted and fixed.

前記連結具6の許容力については、縁リブ3同士間に板セパ7を挟み連結する個所では、流し込むコンクリートの荷重を板セパ7が支持し、前記荷重は連結する縁リブ3同士に挿着するガイドピン21のせん断応力により支持される。
なお、流し込むコンクリート52の荷重は、せき板2に対して垂直に作用することで、ガイドピン21に作用する引張応力は殆ど受けないため、前記ガイドピン21に板セパ7を挿着しない個所は軽い合成樹脂製を使用すると持運びが便利である。
With respect to the allowable force of the connector 6, the plate separator 7 supports the load of the concrete to be poured in the place where the plate separator 7 is connected between the edge ribs 3, and the load is inserted between the edge ribs 3 to be connected. The guide pin 21 is supported by the shearing stress.
In addition, since the load of the concrete 52 to be poured acts perpendicularly to the bottom plate 2 and receives almost no tensile stress acting on the guide pin 21, the portion where the plate separator 7 is not inserted into the guide pin 21 is as follows. Use of light synthetic resin is convenient to carry.

図8は、本発明によるせき板2と縁リブ3を固定する金属製の定着ボルト5拡大図であり、前記定着ボルト5の形状は、
頭部38が概略円錐皿状で胴体部39が概略角錐台形楔状でネジ部40がナット41と螺合する雄ネジで一体に形成されている。
前記定着ボルト5は、せき板2に予め設けられた孔42に前記定着ボルト5を差込み、前記定着ボルト5の頭部38を金槌等で叩き込むことで頭部38及び胴体部39がせき板2に食込み定着され、前記定着ボルト5とナット41の供回り(空回り)を防止する。そのため、定着ボルト5の空回りを防止するドライバー等の掛止作業が不要となることから、せき板2と縁リブ3の固定作業及びせき板2の取替作業を容易にすることのみならず、型枠解体時において、図15(15a)に示すように連結するコンパネフォーム型枠1せき板2を残置した状態で片方の縁リブ3のナット41を回転させて縁リブ3を取外し、図15(15b)に示すように他方の縁リブ3に設けられた連結用の孔44に梃子用バール58の先端部を差込み、抉ることで梃子の原理によりコンパネフォーム型枠1は簡単に剥離(脱型)する。
FIG. 8 is an enlarged view of a metal fixing bolt 5 for fixing the bottom plate 2 and the edge rib 3 according to the present invention. The shape of the fixing bolt 5 is as follows.
The head portion 38 is formed in a generally conical dish shape, the body portion 39 is formed in a substantially truncated pyramid wedge shape, and the screw portion 40 is integrally formed with a male screw that is screwed into the nut 41.
The fixing bolt 5 is inserted into the hole 42 provided in advance on the dam plate 2 and the head 38 and the body portion 39 are moved to the dam plate 2 by hitting the head 38 of the fixing bolt 5 with a hammer or the like. In this way, the fixing bolt 5 and the nut 41 are prevented from being rotated (idle). Therefore, since it is not necessary to perform a latching operation such as a screwdriver for preventing the fixing bolt 5 from spinning around, not only the fixing operation of the dam plate 2 and the edge rib 3 and the replacement operation of the dam plate 2 are facilitated, At the time of disassembling the formwork, as shown in FIG. 15 (15a), the nut 41 of one edge rib 3 is rotated with the panel form 2 to be connected left as shown in FIG. As shown in (15b), the tip of the insulator bar 58 is inserted into the connecting hole 44 provided in the other edge rib 3, and the panel form 1 is easily peeled off (removed by the lever principle). Type).

図9は、コンパネフォーム型枠1を構成するせき板2と縁リブ3の固定手順を示す説明図であり、図9(9a)は、予め設けられたせき板2の孔42に定着ボルト5を差し込む状態を示す。図9(9b)は、定着ボルト5の頭部38を金槌等で叩き込むことで定着ボルト5の頭部38と胴体部39がせき板2食込み定着した状態を示す。図9(9c)は、定着ボルト5に縁リブ3に設けられた孔43を嵌めた状態である。図9(9d)は、せき板2に縁リブ3が固定された状態であり、符号Cは、連結するコンパネフォーム型枠1縁リブ3同士の空き間隔である。前記空き間隔は型枠解体を有利にすることと、前記空き間隔内に板セパ7を介在させるためである。
これによって、定着ボルト5がせき板2に食込み定着されることで、ナット41が螺合するせき板2の裏側から一方的にナット41回転作業ができるため、せき板2の表側からの作業が不要となる。
FIG. 9 is an explanatory view showing a fixing procedure of the slat plate 2 and the edge rib 3 constituting the panel form 1, and FIG. 9 (9 a) shows a fixing bolt 5 in the hole 42 of the slat plate 2 provided in advance. Indicates the state of inserting. FIG. 9 (9 b) shows a state in which the head 38 and the body portion 39 of the fixing bolt 5 are bitten and fixed by hitting the head 38 of the fixing bolt 5 with a hammer or the like. FIG. 9 (9 c) shows a state in which a hole 43 provided in the edge rib 3 is fitted to the fixing bolt 5. FIG. 9 (9 d) shows a state in which the edge rib 3 is fixed to the dam plate 2, and a symbol C is an empty space between the panel form frame 1 edge ribs 3 to be connected. This is because the gap is advantageous for formwork disassembly and the plate separator 7 is interposed in the gap.
As a result, the fixing bolt 5 is bitten and fixed on the bottom plate 2 so that the nut 41 can be rotated unilaterally from the back side of the bottom plate 2 into which the nut 41 is screwed. It becomes unnecessary.

前記、縁リブ3は、所用の長さを有する、概略L型状の固定辺46と連結辺47からなり、連結辺47の端部内角面側に概略ムダ折形状の突出部4を形成した形成材の連結辺47に外径が13ミリφ程度のガイドピン21挿入用の孔44を一定間隔に設け、固定辺46には定着ボルト5が挿通する孔43を一定間隔に設ける。
前記縁リブ3連結辺47の端部内角面側に突出部4を形成したことは、縁リブ3の断面係数を多くすることで、規定の強度を保ち、縁リブ3材を軽量化にすることにある。
The edge rib 3 is composed of a substantially L-shaped fixed side 46 and a connecting side 47 having a desired length, and a substantially waste-folded protruding portion 4 is formed on the inner corner surface side of the connecting side 47. Holes 44 for inserting guide pins 21 having an outer diameter of about 13 mmφ are provided at regular intervals in the connecting side 47 of the forming material, and holes 43 through which the fixing bolts 5 are inserted are provided at regular intervals on the fixed side 46.
The fact that the protruding portion 4 is formed on the inner corner surface side of the edge rib 3 connecting side 47 increases the section modulus of the edge rib 3 to maintain a prescribed strength and reduce the weight of the edge rib 3 material. There is.

図10は、コンパネフォーム型枠1の出スミ部、入スミ部の連結状態の断平面を示す説明図であり、図10(10a)に示すコンパネフォーム型枠1入スミ部に固定される入りスミリブ45は、所用の長さを有する、固定辺とせき板部と連結辺からなる概略コ字形状の形成材を使用し、前記固定辺に定着ボルト5が挿通する孔を一定間隔に設け、連結辺にはコンパネフォーム型枠1縁リブ3に設けられたガイドピン21挿入用の孔44と合致する位置に前記孔44と同じ孔を穿孔する。
なお、スラブ型枠にコンパネフォーム型枠1を使用する場合は、スラブ型枠の連結部に入りスミリブ45を固定する。
図10(10a)に示すコンパネフォーム型枠1出スミ部を連結する出スミ連結材48は所用の長さを有する、一方辺と他方辺からなる二等辺の概略L字形断面の形成材を使用し、前記一方辺と他方辺にはコンパネフォーム型枠1縁リブ3に設けられたガイドピン21挿入用の孔44と合致する位置に前記孔44と同じ孔を穿孔する。
FIG. 10 is an explanatory view showing a cutting plane of the connected state of the outgoing and incoming sump portions of the panel form mold 1, and the entrance fixed to the panel form mold 1 incoming sum shown in FIG. 10 (10 a). The smilib 45 uses a substantially U-shaped forming material comprising a fixed side, a ridge plate portion, and a connecting side having a required length, and provides holes through which the fixing bolts 5 are inserted at fixed intervals. On the connecting side, the same hole as the hole 44 is drilled at a position matching the hole 44 for inserting the guide pin 21 provided on the edge rib 3 of the panel form frame 1.
In addition, when using the panel form mold 1 for a slab mold, it enters the connecting portion of the slab mold and fixes the smilib 45.
The panel connecting form 48 shown in FIG. 10 (10a) for connecting the panel forming form 1 protruding part uses a forming material having a required length and having a substantially L-shaped cross section with an isosceles side composed of one side and the other side. Then, on the one side and the other side, the same hole as the hole 44 is drilled at a position that coincides with the hole 44 for inserting the guide pin 21 provided in the rib 1 on the panel form frame 1.

図11、は、本発明にかかる板セパ7と横バタ材締付具8を使用して組立てた型枠構成の一例を示す参考図であり、波線で囲む符号D1の部分は、連結するコンパネフォーム型枠1縁リブ3同士を連結具6による連結した状態を示す(図4(4a)参照。)。
また、波線で囲む符号D2の部分は、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記板セパ7を挟む縁リブ3同士と横バタ材締付具8を一緒に挟み連結具6により押圧して挟持し、前記横バタ材締付具8の上下に横バタ材14を配置固定した状態を示す(図1、図2参照。)。
また、波線で囲む符号D3の部分は、連結するコンパネフォーム型枠1の連結部において、横バタ材仮置具9を連結具6により押圧して挟持した状態を示す(図3参照。)。
FIG. 11 is a reference diagram showing an example of a mold configuration assembled by using the plate separator 7 and the horizontal butterfly material fastener 8 according to the present invention. A state in which the foam frame 1 edge ribs 3 are connected to each other by the connecting tool 6 is shown (see FIG. 4 (4a)).
In addition, the part indicated by the reference numeral D2 surrounded by the wavy line sandwiches the plate separator 7 between the panel form frame 1 edge ribs 3 to be connected, and the edge ribs 3 sandwiching the plate separator 7 and the horizontal butterfly material fastener 8 together. Fig. 2 shows a state in which the horizontal butterfly material 14 is arranged and fixed above and below the horizontal butterfly material fastening tool 8 by being pressed by the pinch connecting tool 6 (see Figs. 1 and 2).
Moreover, the part of the code | symbol D3 enclosed with a wavy line shows the state which pressed and clamped the horizontal butterfly material temporary placement tool 9 with the connection tool 6 in the connection part of the connected panel form frame 1 (refer FIG. 3).

図12は、図11のC−C線断平面図であり、符号Wは、壁型枠に作用するコンクリート52荷重の方向であり、コーナー部分のコンクリート52荷重を支持するため、外部側の横バタ材14が交差する交差部50をクランプ等で固定する。   FIG. 12 is a cross-sectional plan view taken along the line CC of FIG. 11. Reference numeral W denotes the direction of the concrete 52 load acting on the wall formwork, and in order to support the concrete 52 load at the corner portion, The intersecting portion 50 where the butterfly material 14 intersects is fixed with a clamp or the like.

図13、は、従来の丸セパ10と従来の横バタ材締付具69を使用した型枠構成の一例を示す参考図であり、波線で囲む符号D1の部分は、連結するコンパネフォーム型枠1縁リブ3同士を連結具6による連結状態を示す(図4(4a)参照。)。
また、波線で囲む符号D2の部分は、対向する両側のコンパネフォーム型枠1せき板2の間隔を支持するため、せき板2を挟み従来の丸セパ10に螺着するコーン54のネジ部55と従来の横バタ材締付具69を螺止固定し、前記横バタ材締付具69の上下に横バタ材14を配置固定した状態を示す(図17参照。)。
したがって、従来の丸セパ10を使用することで、横バタ材14及び従来の横バタ材締付具69は、縁リブ3及び中間リブ49が受けるコンクリート荷重を支持することになる。
FIG. 13 is a reference diagram showing an example of a mold configuration using a conventional round separator 10 and a conventional horizontal flap fastener 69, and a portion D1 surrounded by a wavy line is a panel form frame to be connected. One edge rib 3 is shown in a connected state by a connecting tool 6 (see FIG. 4 (4a)).
Further, a portion indicated by reference numeral D2 surrounded by a wavy line is a threaded portion 55 of a cone 54 that is screwed to a conventional round separator 10 with the sill plate 2 interposed therebetween in order to support the gap between the opposing panel form frame 1 sill plate 2. And FIG. 17 shows a state in which the horizontal butterfly material fastener 69 is screwed and fixed, and the horizontal butterfly material 14 is arranged and fixed above and below the horizontal butterfly material fastener 69 (see FIG. 17).
Therefore, by using the conventional round separator 10, the horizontal butterfly member 14 and the conventional horizontal butterfly material fastener 69 support the concrete load received by the edge rib 3 and the intermediate rib 49.

図14は、図13のD−D線断平面図であり、符号Wは、壁型枠に作用するコンクリート52荷重の方向であり、コーナー部分のコンクリート52荷重を支持するため、外部側の横バタ材14が交差する交差部50をクランプ等で固定する。   FIG. 14 is a sectional view taken along the line D-D in FIG. 13, and the symbol W indicates the direction of the concrete 52 load acting on the wall formwork. The intersecting portion 50 where the butterfly material 14 intersects is fixed with a clamp or the like.

図15は、本発明にかかる板セパ7とコンパネフォーム型枠1により構成された型枠解体手順を示す説明図であり、図15(15a)は、コンクリート52固化後、連結具6を外しコンパネフォーム型枠1せき板2を残置した状態で、片方の縁リブ3を固定するナット41を回転させて縁リブ3を取外した状態を示す。なお、符号sは板セパ7と縁リブ3との空き間隔であり、前記空き間隔は、連結するせき板2同士の連結部を密接に閉塞することと、型枠解体において板セパ7と縁リブ3の接触によるコンパネフォーム型枠1の損傷を防止するためである。
図15(15b)は、片方の縁リブ3を取外したことで他方の縁リブ3に設けられた連結具6ガイドピン21挿入用の孔44に梃子用バール58の先端を差込む状態を示す。
図15(15c)は、他方の縁リブ3の孔44に梃子用バール58の先端を差込み、残置したコンパネフォーム型枠1せき板2を反力の支点とし、矢印方向に抉ることで、コンクリート52からコンパネフォーム型枠1せき板2が剥離(脱型)する状態を示す。
FIG. 15 is an explanatory view showing a procedure for disassembling a mold formed by the plate separator 7 and the panel forming mold 1 according to the present invention. FIG. 15 (15 a) is a diagram in which the connector 6 is removed after the concrete 52 is solidified. The state which removed the edge rib 3 by rotating the nut 41 which fixes one edge rib 3 in the state which left the foam formwork 1 sill board 2 is shown. Reference numeral s denotes an empty space between the plate separator 7 and the edge rib 3. The empty space closes the connecting portion between the connecting plates 2 and connects the plate separator 7 and the edge in the mold dismantling. This is to prevent damage to the panel form 1 due to contact of the ribs 3.
FIG. 15 (15 b) shows a state in which the tip of the insulator bar 58 is inserted into the hole 44 for inserting the connector 6 guide pin 21 provided in the other edge rib 3 by removing one edge rib 3. .
FIG. 15 (15 c) shows that the tip of the insulator bar 58 is inserted into the hole 44 of the other edge rib 3, and the remaining panel panel form 1 slat 2 is used as a fulcrum for the reaction force. 52 shows a state where the panel form mold 1 and the support plate 2 are peeled off (demolded).

図16は、従来の丸セパ53と本発明のコンパネフォーム型枠1により構成された型枠解体において、型枠解体作業に使用する本発明の掛止具59の使用状況を示す説明図であり、前記掛止具59は、図16(16a)に示すように、縁リブ3に設けられたガイドピン21挿入用の孔44に挿入する、所用の長さを有する丸鋼の一方基部と他方ネジ部を有する掛止ボルト60と、前記ネジ部に螺合するナットと、
断面が4ミリX32ミリ程度で所用の長さを有する金属板の一方端部に掛止ボルト60挿着用の孔を穿孔し、他方端部に梃子用バール64差込用の孔を穿孔したボルト受板61とを備え、
前記ボルト受板61に穿孔された掛止ボルト60挿通用の孔に前記掛止ボルト60の基部を挿着して溶着固定する。
これについては、型枠解体に必要とされる位置に前記掛止具59を固定することになり、したがって、コンパネフォーム型枠1組立時において、隣接するコンパネフォーム型枠1縁リブ3同士間側から縁リブ3に設けられたガイドピン21挿入用の孔44に掛止具59掛止ボルト60を挿入してナット62で締付固定する。
そして、コンクリート52打設固化後のコンパネフォーム型枠1解体作業において、連結するコンパネフォーム型枠1縁リブ3同士間に固定された掛止具59の梃子用バール64差込用の孔に梃子用バール64の先端部を差込み、そして、掛止具59が固定されていない側のコンパネフォーム型枠1に支持台63を配備し、前記支持台63を支点に梃子用バール64の末端部を抉ることでコンパネフォーム型枠1は簡単に剥離(脱型)する。
図16(16b)は、コンクリート52固化後1枚目のコンパネフォーム型枠1を脱型後、コンクリート52面と2枚目のコンパネフォーム型枠1の間に梃子用バール66を差込み、コンクリート52面を反力の支点とし、梃子用バール66で抉る状態を示す。
これによって、コンパネフォーム型枠1せき板2に設けられた複数のセパ孔57と丸セパ53に螺着するコーン54のネジ部55が張り合うように絡むことで型枠解体を困難にする。
また、コンクリート52面とコンパネフォーム型枠1の間に梃子用バール66を差込み、無理に抉ることでせき板2に設けられたセパ孔57とコーン54のネジ部55が張り合うことでセパ孔57の側部65が削られてセパ孔57に遊びができる。そため、4〜5回程度使用すると徐々にセパ孔57が大きくなることでせき板2の取替が求められる。
FIG. 16 is an explanatory diagram showing the usage status of the latching tool 59 of the present invention used for the mold disassembly work in the mold disassembly constituted by the conventional round separator 53 and the panel form mold 1 of the present invention. As shown in FIG. 16 (16 a), the hook 59 is inserted into a hole 44 for inserting a guide pin 21 provided in the edge rib 3, and one base and the other of a round steel having a desired length. A retaining bolt 60 having a threaded portion, a nut screwed into the threaded portion,
A bolt with a hole for inserting a retaining bolt 60 at one end of a metal plate having a cross section of about 4 mm x 32 mm and a desired length, and a hole for inserting a lever bar 64 at the other end Receiving plate 61,
A base portion of the retaining bolt 60 is inserted into a hole for inserting the retaining bolt 60 perforated in the bolt receiving plate 61 and fixed by welding.
With respect to this, the hook 59 is fixed at a position required for disassembling the formwork. Therefore, when assembling the panelform formwork 1, the side between the adjacent panelform formwork 1 edge ribs 3. Then, the latch 59 is inserted into the hole 44 for inserting the guide pin 21 provided in the edge rib 3, and the nut 62 is tightened and fixed.
Then, in the disassembly work of the panel form mold 1 after the concrete 52 is cast and solidified, the insulator bar is inserted into the hole for inserting the lever bar 64 of the hook 59 fixed between the edge ribs 3 of the panel form mold 1 to be connected. The support bar 63 is provided on the panel form 1 on the side where the latch 59 is not fixed, and the end of the lever bar 64 is used as a fulcrum. The panel form 1 is easily peeled (demolded) by turning.
In FIG. 16 (16 b), after the concrete 52 is solidified, the first panel form frame 1 is removed, and then an insulator bar 66 is inserted between the concrete 52 surface and the second panel form frame 1. A state in which the surface is used as a fulcrum of reaction force and the surface is scooped with a lever bar 66 is shown.
This makes it difficult to disassemble the mold by tangling the plurality of separator holes 57 provided in the panel form mold 1 sill plate 2 and the threaded portions 55 of the cone 54 screwed into the round separator 53 so as to stick to each other.
Further, an insulator bar 66 is inserted between the concrete 52 surface and the panel form 1 and the separator hole 57 provided in the siding plate 2 and the threaded portion 55 of the cone 54 are adhered to each other by forcibly squeezing the separator hole 57. The side portion 65 is cut to allow play in the separation hole 57. For this reason, when the separator plate 57 is used about 4 to 5 times, the separation hole 57 is gradually enlarged, so that replacement of the dam plate 2 is required.

図1、図2に示すように、本発明のコンパネフォーム型枠1及び連結具6により、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記板セパ7を挟む縁リブ3同士と横バタ材締付具8嵌着体15を一緒に挟持することで型枠組立作業が合理的になる。
また、コンパネフォーム型枠1に固定する縁リブ3の連結辺47端部内角面側に突出する概略ムダ折形状の突出部4を設けて断面係数を多くしたことで縁リブ3が軽くなり、コンパネフォーム型枠1の重量が少し軽くなる特徴がある。
前記連結具6にあって、連結するコンパネフォーム型枠1縁リブ3同士の孔44に挿入するガイドピン21の先端部に受止ピン29を挿入し、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させることで可動部材25を動かし、挟持範囲25s(挟み代)を広く狭くする調整ができる特徴がある。
また、前記連結具6の可動部材25を押圧するボルト26の締付作業にあって、前記ガイドピン21先端部に挿入する受止ピン29が縁リブ3に当接することで前記ガイドピン21とネジボルト26が一緒に回る共回り(空回り)を防止することで、ドライバー等のネジ回し工具により片手でネジボルト26の締付作業ができることを特徴とする。
さらに、型枠解体作業において、隣接するコンパネフォーム型枠1縁リブ3同士間側から縁リブ3に設けられたガイドピン21挿入用の孔44に掛止具59掛止ボルト60を挿入してナット62で締付固定された、前記掛止具59に設けられた梃子用バール64差込用の孔に梃子用バール64の先端部を差込み、そして、掛止具59が固定されていない側のコンパネフォーム型枠1に支持台63を配備し、前記支持台63を支点に梃子用バール58の末端部を抉ることでコンパネフォーム型枠1は簡単に剥離(脱型)することを特徴とする。(図16参照)
As shown in FIG. 1 and FIG. 2, the panel separator 7 is sandwiched between the ribs 3 of the panel form 1 to be connected by the panel form 1 and the connector 6 of the present invention, and the edge that sandwiches the plate separator 7. By sandwiching the ribs 3 and the horizontal butterfly material fasteners 15 together, the assembling work becomes rational.
In addition, the edge rib 3 is lightened by providing a substantially waste-shaped protruding portion 4 that protrudes toward the inner corner surface side of the connecting side 47 end of the edge rib 3 that is fixed to the panel form 1, thereby increasing the section modulus. There is a feature that the weight of the panel form 1 is slightly reduced.
A receiving pin 29 is inserted into the distal end portion of the guide pin 21 to be inserted into the hole 44 between the panel form frame 1 edge ribs 3 to be coupled in the coupling tool 6, and movable to the rear end portion of the guide pin 21. There is a characteristic that the movable member 25 is moved by rotating the screw bolt 26 screwed through the member 25, and the clamping range 25s (the clamping margin) can be adjusted to be wide and narrow.
Further, in the tightening operation of the bolt 26 that presses the movable member 25 of the connector 6, the receiving pin 29 inserted into the distal end portion of the guide pin 21 comes into contact with the edge rib 3 to By preventing the screw bolts 26 from rotating together (idling), the screw bolts 26 can be tightened with one hand using a screwdriver such as a screwdriver.
Further, in the work of disassembling the formwork, the latch 59 is inserted into the hole 44 for inserting the guide pin 21 provided on the edge rib 3 from the side between the adjacent panel form mold 1 edge ribs 3. The end of the lever bar 64 is inserted into the hole for inserting the lever bar 64 provided in the latch 59 and fixed by the nut 62, and the side where the latch 59 is not fixed. The panel form 1 is easily peeled (demolded) by disposing the support base 63 on the panel form 1 and turning the end of the insulator bar 58 with the support base 63 as a fulcrum. To do. (See Figure 16)

また、従来の丸セパ53を使用することは、対向する一方側の型枠せき板2に固着された複数(5〜6箇所程度)の丸セパ53と、他方側の型枠せき板2(返し型枠)に設けられた複数(5〜6箇所程度)のセパ孔57とを一致させる作業に手間がかかる難点がある。これに対して、隣接する本願のコンパネフォーム型枠1と縁リブ3同士間に板セパ7を挟むことで、前記コンパネフォーム型枠1と板セパ7を使用することで前述記載の難点を解消させる特徴がある。
さらに、図4の(4b)に示すようにコンパネフォーム1縁リブ3と従来の樹脂成形型枠92の連結も可能であり、また、図22に示す樹脂成形型枠92同士の連結あるいは、メタルフォーム(登録商標)である鋼製型枠の連結にも使用ができる特徴がある。
Further, the use of the conventional round separator 53 means that a plurality (about 5 to 6 places) of round separators 53 fixed to the opposing one side mold base plate 2 and the other side mold base plate 2 ( There is a problem that it takes time to work with a plurality of (about 5 to 6) separator holes 57 provided in the return mold). On the other hand, the above-mentioned difficulty is solved by using the panel form 7 and the plate separator 7 by sandwiching the plate 7 between the adjacent panel form 1 and the edge rib 3 of the present application. There is a feature to let you.
Further, as shown in (4b) of FIG. 4, the panel form 1 edge rib 3 and the conventional resin mold frame 92 can be connected, and the resin mold frames 92 shown in FIG. It has the feature that it can be used to connect steel molds that are foam (registered trademark).

1 コンパネフォーム型枠
2 せき板
3 縁リブ
4 突出部
5 定着ボルト
6 連結具
7 板セパ
8 横バタ材締付具
9 横バタ材仮置具
10 座具
11 ナット
12 断面欠損部
13 溝
14 横バタ材
15 嵌着体
16 孔
17 軸ボルト
18 連結ボルト
19 ナット
20 圧搾突起
21 ガイドピン
22 雌ネジ
23 挿通孔
24 緩衝部材
25 可動部材
25s 挟持範囲
26 ネジボルト
27 掛止穴
28 丸座金
29 受止ピン
30 嵌着辺
31 連結辺
32 孔
33 垂直支持部
34 垂直支持部
35 水平部
36 孔
37 横バタ材載置部
38 頭部
39 胴体部
40 ネジ部
41 ナット
42 孔
43 孔
44 孔
45 入りスミリブ
46 固定辺
47 連結辺
48 出スミ連結材
49 中間リブ
50 交差部
51 敷きバタ
52 コンクリート
53 丸セパ
54 コーン
55 ネジ部
56 基部
57 セパ孔
58 梃子用バール
59 掛止具
60 掛止ボルト
61 ボルト受板
62 ナット
63 支持台
64 梃子用バール
65 側部
66 梃子用バール
67 桟木
68 釘
69 横バタ材締付具
70 Hジョイント
71 仕切部
72 固定部
73 釘孔
74 釘
75 クリップ金具
76 縁リブ
77 皿ボルト
78 掛止穴
79 挿入軸部
80 アーム
81 挟持部
82 挟持幅
83a 型枠連結具
83b 型枠連結具
84 せき板
85 縁リブ
86 連結孔
87 挿入軸部
88 挿入軸部
89 ナット
90 挟持部
91 アーム
92 樹脂成形型枠
DESCRIPTION OF SYMBOLS 1 Panel board form 2 Baffle plate 3 Edge rib 4 Protruding part 5 Fixing bolt 6 Connecting tool 7 Plate separator 8 Horizontal butterfly material fastener 9 Horizontal butterfly material temporary fixture 10 Seating tool 11 Nut 12 Cross-sectional defect part 13 Groove 14 Horizontal Batter 15 Insert body 16 Hole
17 Shaft bolt 18 Connecting bolt 19 Nut 20 Squeeze protrusion 21 Guide pin 22 Female screw 23 Insertion hole 24 Buffer member 25 Movable member 25s Holding range 26 Screw bolt 27 Retaining hole 28 Round washer 29 Receiving pin 30 Insertion side 31 Connection side 32 Hole 33 Vertical support portion 34 Vertical support portion 35 Horizontal portion 36 Hole 37 Horizontal butter material placement portion 38 Head 39 Body portion 40 Screw portion 41 Nut 42 Hole 43 Hole 44 Hole 45 Entering smilib 46 Fixed side 47 Connection side 48 Connecting member 49 Intermediate rib 50 Intersection 51 Spreading flap 52 Concrete 53 Round sepa 54 Cone 55 Screw part 56 Base 57 Sepa hole 58 Insulator bar 59 Suspension tool 60 Engagement bolt 61 Bolt receiving plate 62 Nut 63 Support base 64 Insulator Bar 65 Side 66 Insulator bar 67 Crosspiece 68 Nail 69 Lateral material fastener 70 H joint 71 Portion 72 fixing portion 73 nail hole 74 nail 75 clip fitting 76 edge rib 77 countersunk bolt 78 retaining hole 79 insertion shaft portion 80 arm 81 clamping portion 82 clamping width 83a mold frame coupling tool 83b mold frame coupling tool 84 cuff plate 85 edge rib 86 Connecting hole 87 Insert shaft portion 88 Insert shaft portion 89 Nut 90 Holding portion 91 Arm 92 Resin-molding mold

本発明は、コンクリート成形用型枠に関するものである。   The present invention relates to a concrete mold.

従来のコンクリート成形用の桟木固定型枠を使用する型枠の構成について図17、図19、を参照して説明する。
桟木固定型枠は、ラワン合板(コンパネと言うことがある。)あるいは合成樹脂板などのせき板2裏面縁部に骨格となる桟木67を釘68で固定し、中間部に縦バタ材が配置固定されている。前記桟木固定型枠の連結については、隣接する桟木固定型枠の縁部に固定される桟木67同士を突合せ、前記突合せた桟木67同士に釘74を打ち込み固定しながら所用位置まで連結し、前記連結した桟木固定型枠せき板2に設けられたセパ孔57に丸セパ53の両端部に螺着するコーン54のネジ部55を挿入することで、せき板2からのぞくコーン54のネジ部55に横バタ材締付具69またはフォームタイ(登録商標)を螺止固定し、前記横バタ材締付具69の上下に、桟木固定型枠の背部を支持する横バタ材14を配置し、前記横バタ材締付具69のネジ部に挿備する座具10を介して螺着するナット19を回転させて横バタ材14を締付固定する工法が一般的に用いられる。
しかし、この工法では対向する片側の桟木67固定型枠配列後、その配列した桟木67固定型枠に固定された丸セパ53に螺着するコーン54のネジ部55と、反対側の桟木固定型枠に設けられたセパ孔57とを合致させて、前記コーン54のネジ部55と反対側の桟木固定型枠せき板2を挟み、コーン54のネジ部55に横バタ材締付具69またはフォームタイ(登録商標)を螺止固定することになるが、片側に配列された桟木固定型枠に固着する前記コーン54のネジ部55は複数(5〜6箇所程度)固着されているため反対側の桟木固定型枠に設けられた複数(5〜6箇所程度)のセパ孔57と合致させることは困難を要する。
また、型枠解体において、梃子用バールの掛止できない個所は、桟木を無理に抜取り、せき板2同士の継目に梃子用バールの先端を無理に差し込むことで、型枠が損傷する難点がある。
さらに、従来の丸セパ53を使用する場合は、横バタ材締付具69ネジ部に螺合するナット19の締付力が過剰になると図17に示すようにせき板2が横バタ材14側に引寄せられて湾曲に変形する欠点がある。
The structure of the formwork using the conventional pier fixed formwork for concrete molding will be described with reference to FIGS.
The pier fixed formwork is a lavan plywood (sometimes referred to as a control panel) or a synthetic resin plate 2 or the like. It is fixed. As for the connection of the pier fixed formwork, the piers 67 fixed to the edges of the adjacent pier fixed form frames are butt-joined, and a nail 74 is driven into and fixed to the pierced crosspieces 67 and connected to a desired position. By inserting the screw portions 55 of the cones 54 to be screwed into the both ends of the round separator 53 into the separator holes 57 provided in the connected fixed board frame 2, the screw portions 55 of the cone 54 excluding the barrier plate 2 are inserted. The horizontal butterfly material fastener 69 or foam tie (registered trademark) is screwed and fixed to the upper and lower sides of the horizontal butterfly material fastener 69, and the horizontal butterfly material 14 that supports the back portion of the fixed frame frame is disposed. In general, a method of tightening and fixing the horizontal butterfly material 14 by rotating a nut 19 screwed through a seating tool 10 to be inserted into the threaded portion of the horizontal butterfly material fastener 69 is generally used.
However, in this construction method, after the fixed frame 67 fixed mold frame on the opposite side is arranged, the screw portion 55 of the cone 54 screwed to the round separator 53 fixed to the fixed frame 67 fixed mold frame and the opposite fixed frame mold Aligning with the separation hole 57 provided in the frame, and sandwiching the berth fixed mold frame board 2 on the opposite side to the screw portion 55 of the cone 54, the horizontal butterfly material fastener 69 or the screw portion 55 of the cone 54 Form tie (registered trademark) is screwed and fixed, but there are a plurality (about 5 to 6) of screw portions 55 of the cone 54 that are fixed to a piercing fixed form frame arranged on one side, and so on. It is difficult to match with a plurality of (about 5 to 6) separator holes 57 provided on the side fixing frame.
Also, in the part dismantling of the formwork, the place where the lever bar cannot be hooked has a problem that the formwork may be damaged by forcibly removing the crosspiece and forcibly inserting the tip of the lever bar into the joint between the slats 2 .
Further, when the conventional round separator 53 is used, if the tightening force of the nut 19 screwed into the thread portion of the lateral butterfly material fastener 69 becomes excessive, the swash plate 2 becomes the lateral butterfly material 14 as shown in FIG. There is a drawback that it is pulled to the side and deformed into a curved shape.

図19は、従来の桟木固定型枠の連結部を釘止めによる連結状態の一例を示す斜視図であり、桟木固定型枠の縁部に固定する桟木67同士を片方の手で掴み反対の手で、釘74を金槌で打ち込む方法が一般的である。しかし、この方法では釘74を金槌で打ち込むときの振動により、連結する相互の桟木67同士が別々の方向に微動し、せき板2の目違いあるいは段違いになりやすい。そのため、概略万力状の桟木クランプ(PAT)と称する連結具が販売されている(桟木クランプついは、非特許文献1の71ページ参照。)。
また、連結する桟木固定型枠の連結について、前記桟木固定型の枠桟木67同士のレベル及び面合わせ出入り調整を行うと同時に釘74を打ち込み固定する作業では、経験豊富な技能者が必要となり、作業員の雇用確保が困難となる難点がある。
さらに、桟木固定型枠の骨格となる桟木67が木質のため乾燥により曲がり、捩れ等の変形または節などにより強度が不安定となる欠点がある。
FIG. 19 is a perspective view showing an example of a state in which the connecting portion of the conventional pier fixed formwork is connected with a nail, and the opposite hands are obtained by holding the piers 67 fixed to the edge of the fixed pedestal frame with one hand. A method of driving the nail 74 with a hammer is common. However, in this method, due to vibration when the nail 74 is driven with a hammer, the mutually connected piers 67 are slightly moved in different directions, and the slats 2 are likely to be mistaken or stepped. For this reason, a connecting tool called a vise-like crosspiece clamp (PAT) is on the market (refer to page 71 of Non-Patent Document 1 for a crosspiece clamp).
In addition, with regard to the connection of the fixed frame frames to be connected, in the work of driving and fixing the nails 74 at the same time as performing the level and face-to-face adjustment between the fixed frame frames 67 of the fixed frame type, an experienced technician is required, There is a difficulty in securing employment of workers.
Furthermore, since the pier 67 serving as the skeleton of the pier fixed formwork is made of wood, it has a disadvantage that it is bent by drying and the strength becomes unstable due to deformation such as torsion or nodes.

以下は、図18及び20〜22図を参照して、従来のコンクリート成形用型枠及びその連結具の一例について説明する。   Hereinafter, an example of a conventional concrete forming mold and its connecting tool will be described with reference to FIGS. 18 and 20 to 22.

図18に示すHジョイント70は、1ミリ程度の鋼板により、仕切部71と固定部72が一体に形成され、固定部72に釘孔73が設けてある。
このHジョイント70は、厚みが12ミリ程度のコンパネあるいは合成樹脂板のせき板2同士の連結と面合わせが目的として使用されるが、せき板2同士が連結する継目部分の精度が劣るため美観的に適さない難点がある。
In the H joint 70 shown in FIG. 18, a partition portion 71 and a fixing portion 72 are integrally formed of a steel plate of about 1 mm, and a nail hole 73 is provided in the fixing portion 72.
This H-joint 70 is used for the purpose of connecting and mating the panels 2 of the panel or the synthetic resin plate having a thickness of about 12 mm. However, since the accuracy of the seam portion where the plates 2 are connected to each other is inferior, There are disadvantages that are not suitable.

図20、図21は、従来の縁リブ76固定型枠にクリップ金具75を使用した連結状態を示す参考図であり、前記リブ固定型枠は、コンパネ(ラワン合板)あるいは合成樹脂板などのせき板2裏面の縁部に概略L型の縁リブ76を皿ボルト77で固定し、中間部に縦バタ材が配置固定される。
前記縁リブ76固定型枠は、主に住宅建築物の型枠に使用されるが、日本の住宅建築物では壁と直上階のスラブ(床)を一体に施工するため、コンクリート打設固化後、型枠解体材を直上階に移動することになるが、直上階のスラブ(床)が障害となり、荷揚げ作業に重機が使用できない難点がある。そのため、手持ち移動により少しでも軽くすることが要求される。
前記クリップ金具75は、鉄などの剛性力の高い棒材の加工により、連結する縁リブ76同士の孔に挿入する挿入軸部79と、前記挿入軸部79から直角に延長するアーム80と、前記アーム80と一体形成された概略湾曲状の挟持部81とで構成されている。
これにより、連結する縁リブ76同士の連結孔にクリップ金具75のアーム80が水平状態で挿入軸部79を挿入し、挿入軸部79から直角に延長するアーム80に支持される挟持部81をハンマーなどで強く叩き込み、過剰な強度で縁リブ76同士を挟み込む。そのため、図21に示すように縁リブ76と縁リブ76の空き間隔を保持できず変形する難点がある。
また、挟持物の厚み寸法である挟持幅82が広過ぎると連結するせき板2とせき板2の間に隙間ができ、その隙間からコンクリートの液状部分(セメントノロ)がはみ出し、コンクリートの表面に突起状のバリができる難点がある。
さらに、せき板2と縁リブ76の固定に使用する皿ボルト77の頭部にはドライバー等の掛止穴78が設けてあり、一度使用すると掛止穴78にコンクリートが充填し、せき板2の取替時に皿ボルト77とナットが一緒に回転することで皿ボルト77の抜取り作業が困難になる欠点がある。そのため、抜取った皿ボルト77の再利用ができない難点がある。
20 and 21 are reference views showing a connection state in which a clip metal fitting 75 is used in a conventional edge rib 76 fixed mold, and the rib fixed mold is a cue such as a panel (Lawan plywood) or a synthetic resin board. A substantially L-shaped edge rib 76 is fixed to the edge of the back surface of the plate 2 with a countersunk bolt 77, and a vertical butterfly material is disposed and fixed to the middle part.
The edge rib 76 fixed formwork is mainly used for formwork of residential buildings, but in Japanese residential buildings, since the wall and the slab (floor) on the upper floor are integrally constructed, after concrete casting However, although the formwork dismantling material is moved to the upper floor, the slab (floor) on the upper floor becomes an obstacle, and there is a difficulty that heavy machinery cannot be used for unloading work. Therefore, it is required to make it lighter by hand.
The clip metal fitting 75 includes an insertion shaft portion 79 that is inserted into a hole between the edge ribs 76 to be connected by processing a bar having high rigidity such as iron, and an arm 80 that extends perpendicularly from the insertion shaft portion 79. The arm 80 is formed of a generally curved holding portion 81 formed integrally with the arm 80.
As a result, the insertion shaft portion 79 is inserted in a state where the arm 80 of the clip metal fitting 75 is horizontally inserted into the connection hole between the edge ribs 76 to be connected, and the holding portion 81 supported by the arm 80 extending at a right angle from the insertion shaft portion 79 is provided. The hammer is struck with a hammer and the edge ribs 76 are sandwiched with excessive strength. Therefore, as shown in FIG. 21, there is a difficulty that the gap between the edge rib 76 and the edge rib 76 cannot be maintained and is deformed.
In addition, if the sandwiching width 82, which is the thickness dimension of the sandwiched object, is too wide, a gap is formed between the connecting board 2 and the connecting board 2, and the liquid portion of the concrete (cement nose) protrudes from the gap and protrudes from the concrete surface. There is a difficulty that can form burr.
Further, a retaining hole 78 for a screwdriver or the like is provided on the head of the countersunk bolt 77 used for fixing the weir plate 2 and the edge rib 76, and once used, the retaining hole 78 is filled with concrete, and the weir plate 2 There is a drawback that it becomes difficult to remove the flat bolt 77 by rotating the flat bolt 77 and the nut together at the time of replacement. Therefore, there is a difficulty that the countersunk bolt 77 that has been removed cannot be reused.

図22は、樹脂成形型枠92及びその型枠連結具の連結状態を示す斜視図であり、図22(22a)に示す型枠連結具83aは、縁リブ85同士の連結孔86に挿入する挿入軸部87から直角に延長するアーム91と、前記アーム91と一体形成された挟持部90とで構成されている。
これについて、縁リブ85同士の先端部を挟持するため、連結する樹脂成形型枠同士のせき板84部分に隙間ができることがあり、そのため、図22(22b)に示すように縁リブ85同士の連結孔86に挿入する挿入軸部88の先端に雄ネジを形成し、ナット89で締付けて押圧し、せき板84間の隙間を閉塞する前記型枠連結具83bが提案されている(例えば、特許文献5の図4参照。)。
また、樹脂成形型枠92は、せき板84と縁リブ85が一体に成形されているため、損傷の激しいせき板84の取替ができない難点がある。
さらに、前記型枠連結具83bは、ナット89螺合作業に手間がかかることと、コンクリート固化後の型枠解体時において、挿入軸部88先端の雄ネジと縁リブ85同士の連結孔86とが摩擦により滑り難くいため抜取作業に手間がかかり、なお、縁リブ85同士の連結孔86と挿入軸部88先端のネジ部が摩擦によりネジ部が損傷する難点がある。
FIG. 22 is a perspective view showing a connection state of the resin mold 92 and its mold connector, and the mold connector 83a shown in FIG. 22 (22a) is inserted into the connection hole 86 between the edge ribs 85. The arm 91 extends from the insertion shaft portion 87 at a right angle, and the holding portion 90 is formed integrally with the arm 91.
About this, in order to pinch the front-end | tip part of edge ribs 85, a clearance gap may be made in the part 84 part of resin-molding molds to connect, Therefore, as shown in FIG. There has been proposed the formwork coupler 83b in which a male screw is formed at the distal end of the insertion shaft portion 88 to be inserted into the coupling hole 86, and is tightened and pressed with a nut 89 to close the gap between the baffle plates 84 (for example, (See FIG. 4 of Patent Document 5.)
In addition, since the slat plate 84 and the edge rib 85 are formed integrally with the resin molding die 92, there is a difficulty in that the severing slat plate 84 cannot be replaced.
Further, the mold connecting tool 83b takes time and labor for screwing the nut 89, and when disassembling the mold after solidifying the concrete, the male screw at the tip of the insertion shaft portion 88 and the connecting hole 86 between the edge ribs 85 are provided. However, since it is difficult to slip due to friction, it takes time for the extraction work, and there is a difficulty that the screw portion is damaged due to friction between the connecting hole 86 of the edge ribs 85 and the screw portion at the tip of the insertion shaft portion 88.

型枠背部を支持するバタ材は、鋼管、塩ビ管、アルミ管等の角パイプなどがあり、一般的には単管48.6φが主に使用されている。しかし、近年では、軽い塩ビ管、アルミ管等の角パイプが注目されている。   The butter material that supports the back of the formwork includes a square pipe such as a steel pipe, a vinyl chloride pipe, and an aluminum pipe, and generally a single pipe of 48.6φ is mainly used. However, recently, square pipes such as light PVC pipes and aluminum pipes have attracted attention.

特開2007−154504号公報JP 2007-154504 A 特開平7−229290号公報JP 7-229290 A 特開2009−57726号公報JP 2009-57726 A 特開平8−42141号公報JP-A-8-42141 特開平8−291623号公報JP-A-8-291623 特開平9−317174号公報Japanese Patent Laid-Open No. 9-317174 特開平11−117526号公報Japanese Patent Laid-Open No. 11-117526 特開2001−271491号公報JP 2001-271491 A 特開平11−2025号公報Japanese Patent Laid-Open No. 11-2025 特開2009−287291号公報JP 2009-287291 A

マルイの建設パーツ総合カタログNO.9・丸井産業株式会社発行Issued by Marui Construction Parts Catalog No.9 / Marui Sangyo Co., Ltd. 製品カタログNO.3・型枠編・岡部株式会社発行Product catalog No.3, formwork, Okabe Co., Ltd.

本発明は、前述の諸点に鑑みなされたもので、厚み12ミリ程度のラワン合板(以下、単にコンパネと言うこともある。)または合成樹脂板のせき板の裏面に縁リブが固定された従来の縁リブ固定型枠と少し異なる本願のコンパネフォーム型枠1は図2〜図4に示すように、隣接する前記コンパネフォーム型枠1縁リブ3同士の両外部に突出部があるため、従来の型枠連結具である図20、図21に示すクリップ金具75または図22に示す型枠連結具の使用が出来ない難点があった。   The present invention has been made in view of the above-described points. Conventionally, an edge rib is fixed to the back surface of a lauan plywood having a thickness of about 12 mm (hereinafter also referred to simply as a panel) or a synthetic resin board. As shown in FIG. 2 to FIG. 4, the panel form mold 1 of the present application, which is slightly different from the edge rib fixed mold form, has protrusions on both outsides of the adjacent panel form mold 1 edge ribs 3. 20 and FIG. 21, which is a formwork connecting tool of FIG. 20, or the formwork connecting tool shown in FIG. 22 cannot be used.

従来の桟木固定型枠あるいは縁リブ固定型枠等の型枠では、隣接する型枠同士を連結する連結部に空き間隔が少なく、梃子用バールの差し込みができない難点があった。   In a conventional formwork such as a pedestal fixed formwork or an edge rib fixed formwork, there is a problem that there is not enough space between connecting parts that connect adjacent formwork, so that the insulator bar cannot be inserted.

日本の住宅建築物のコンクリート構造物(躯体)は、壁と直上階のスラブ(床)を一体に施工するため、型枠解体後の型枠材を直上階に移動する場合は、直上階のスラブ(床)が障害となり重機の使用が困難なため、コンパネフォーム型枠1を手持ち移動することになり、少しでもコンパネフォーム型枠1の重量を軽くすることが要求される。
また、従来の縁リブ固定型枠では、せき板2と縁リブの固定に従来の皿頭ボルトが使用されているため、一度使用すると皿頭ボルトのドライバー等の掛止穴78にコンクリートが充填することで、皿頭ボルトの回転を止めるドライバー等の掛止ができなくなる。そのため、皿頭ボルトとナットが一緒に回る(空回り)ことで、皿頭ボルトの取り外しあるいは締付が困難となる難点があった。
Since concrete structures (frames) in Japanese residential buildings are constructed with the wall and the slab (floor) directly above the floor, when the formwork material after dismantling the formwork is moved to the floor directly above, Since the slab (floor) becomes an obstacle and it is difficult to use heavy machinery, the panel form 1 is moved by hand, and it is required to reduce the weight of the panel form 1 as much as possible.
In addition, in the conventional edge rib fixed formwork, since the conventional countersunk head bolt is used to fix the sill plate 2 and the edge rib, concrete is filled into the retaining holes 78 of the countersunk head bolt driver, etc. once used. By doing so, it becomes impossible to hook a screwdriver or the like that stops the countersunk head bolt from rotating. For this reason, there has been a difficulty that the countersunk head bolt is difficult to be removed or tightened by turning the countersunk head bolt and the nut together (idle rotation).

本発明は、前述の諸点に鑑みなされたもので、前述する課題を解消するための形態について図1〜図22を参照して説明する。なお、説明に差し支えのない左右対称部分の片方図面は省略する。
また、コンパネフォーム型枠1を構成するせき板2は、厚み12ミリ程度のラワン合板(以下、単にコンパネと言うこともある。)または合成樹脂板とし、前記せき板2に固定する縁リブ3は金属または合成樹脂による形成材を使用することを前提とする。
さらに、隣接する相互のコンパネフォーム型枠1縁リブ3同士を連結する連結具6の使用材料は、金属または合成樹脂により形成することを前提とする。
The present invention has been made in view of the above-described points, and a mode for solving the above-described problems will be described with reference to FIGS. In addition, the one-side drawing of the symmetrical part which does not interfere with description is abbreviate | omitted.
The board 2 constituting the panel form 1 is a lauan plywood (hereinafter sometimes referred to simply as a panel) having a thickness of about 12 mm or a synthetic resin board, and the edge rib 3 fixed to the board 2 is used. Presupposes the use of metal or synthetic resin.
Furthermore, it is assumed that the material used for the connector 6 that connects the adjacent panel form frame 1 edge ribs 3 to each other is made of metal or synthetic resin.

コンパネフォーム型枠1は、固定辺46と連結辺47からなる概略L型状の連結辺47端部内角面側に突出部4が設けられた形成材の固定辺46に定着ボルト5挿入用の孔43を一定間隔に設け、連結辺には連結具6ガイドピン21挿入用の孔44が一定間隔に設けられている縁リブ3をせき板2の連結部に固定する。したがって、概略L型状の連結辺47端部内角面側に突出部4が設けられたことで断面係数が多くなり軽くした縁リブ3が固定することでコンパネフォーム型枠1が軽くなる。しかし、連結する縁リブ3同士の両外側に突出する突出部4があるため従来の連結具の使用ができず、本願の連結具6を使用することになる。
また、図2に示すようにコンパネフォーム型枠1縁リブ3同士間に板セパ7を挿入するためと型枠解体を容易にするため、前記縁リブ3同士間に隙間を設ける。
The panel form frame 1 is used for inserting the fixing bolt 5 into the fixed side 46 of the forming material provided with the protruding portion 4 on the inner corner surface side of the end portion of the connection side 47 having a substantially L shape composed of the fixed side 46 and the connection side 47. The holes 43 are provided at regular intervals, and the edge ribs 3 in which the holes 44 for inserting the connector 6 guide pins 21 are provided at regular intervals on the coupling side are fixed to the coupling portion of the dam plate 2. Accordingly, the protrusion 4 is provided on the inner corner surface side of the end portion of the connection side 47 that is substantially L-shaped, so that the section modulus is increased and the lightened edge rib 3 is fixed, so that the panel form 1 is lightened. However, since there are the protrusions 4 protruding on both outer sides of the edge ribs 3 to be connected, the conventional connector cannot be used, and the connector 6 of the present application is used.
Further, as shown in FIG. 2, a gap is provided between the edge ribs 3 in order to insert the plate separator 7 between the panel form frame 1 edge ribs 3 and to facilitate disassembly of the formwork.

前記コンパネフォーム型枠1せき板2と縁リブ3を固定する前記定着ボルト5は、図8に示すように頭部38は概略円錐皿状で胴体部39は概略角錐台形楔状でネジ部40はナット41と螺合する雄ネジを一体に形成する。これによって、前記定着ボルト5をせき板2に予め設けられた孔42に、前記定着ボルト5を差込み、前記定着ボルト5の頭部38を金槌等で叩き込むことで頭部38及び胴体部39がせき板2に食込み定着するため、前記定着ボルト5とナット41が一緒に回転する回り(空回り)をなくする。
したがって、図15に示すように、コンクリート固化後連結具6を外し、コンパネフォーム型枠1せき板2を残置した状態で片方の縁リブ3を固定するナット41を回転させて縁リブ3を取外し、他方の縁リブ3に設けられた連結具6ガイドピン21挿入用の孔44に梃子用バール58の先端を差込み、残置したコンパネフォーム型枠1せき板2を反力の支点として抉ることで、梃子の原理によりコンパネフォーム型枠1せき板2は簡単に剥離(脱型)する。
As shown in FIG. 8, the fixing bolt 5 for fixing the panel form frame 1 sill plate 2 and the edge rib 3 has a head portion 38 having a substantially conical dish shape, a body portion 39 having a substantially truncated pyramid wedge shape, and a screw portion 40 having a truncated cone shape. A male screw that is screwed into the nut 41 is integrally formed. As a result, the fixing bolt 5 is inserted into the hole 42 provided in advance in the dam plate 2 and the head 38 of the fixing bolt 5 is struck with a hammer or the like so that the head 38 and the body 39 are formed. In order to bite and fix on the weir plate 2, the co- rotation (idle rotation) in which the fixing bolt 5 and the nut 41 rotate together is eliminated.
Therefore, as shown in FIG. 15, after the concrete is solidified, the connecting tool 6 is removed, and the nut 41 for fixing one edge rib 3 is rotated with the panel form frame 1 retaining plate 2 left, and the edge rib 3 is removed. The tip of the insulator bar 58 is inserted into the hole 44 for inserting the connector 6 guide pin 21 provided on the other edge rib 3, and the remaining panel form frame 1 slat plate 2 is used as a fulcrum for the reaction force. According to the principle of the insulator, the panel form frame 1 and the board 2 are easily peeled off (demolded).

前記連結具6は、図7に示すように連結する縁リブ3同士の孔44に挿入するガイドピン21と、前記ガイドピン21先端部に設けられた受止ピン29挿入用の挿通孔23に挿入する受止ピン29と、後端部に可動部材25を介して螺着するネジボルト26とで構成する。
これによって、隣接するコンパネフォーム型枠1縁リブ3同士の孔44に連結具6ガイドピン21を挿入し、挿入したことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させることで可動部材25が前進し、前記縁リブ3同士を押圧して挟持する。すなわち、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させることで押圧して挟持する特徴がある。
また、前記ネジボルト26を回転させることで可動部材25が動き、挟持範囲25s(挟み代)を広く狭くできるようにする特徴がある。
さらに、前記ガイドピン21先端部の受止ピン29挿入用の挿通孔23に挿入した受止ピン29が縁リブ3に当接することで前記ガイドピン21とネジボルト26が一緒に回る共回り(空回り)を防止することで、ドライバー等のネジ回し工具により片手でネジボルト26の締付作業ができる特徴がある。
As shown in FIG. 7, the connecting tool 6 is inserted into a guide pin 21 to be inserted into the hole 44 between the edge ribs 3 to be connected, and an insertion hole 23 for inserting a receiving pin 29 provided at the tip of the guide pin 21. A receiving pin 29 to be inserted and a screw bolt 26 screwed to the rear end portion via the movable member 25 are configured.
As a result, the connecting tool 6 guide pin 21 is inserted into the hole 44 between the adjacent panel form frame 1 edge ribs 3, and the receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that appears. The movable member 25 advances by inserting and rotating the screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25, and presses and holds the edge ribs 3 together. That is, there is a feature that the screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25 is pressed and clamped by rotating.
Further, there is a feature that the movable member 25 is moved by rotating the screw bolt 26 so that the clamping range 25s (clamping margin) can be narrowed widely.
Further, when the receiving pin 29 inserted into the insertion hole 23 for inserting the receiving pin 29 at the tip end portion of the guide pin 21 abuts against the edge rib 3, the guide pin 21 and the screw bolt 26 rotate together. ), The screw bolt 26 can be tightened with one hand using a screwdriver such as a screwdriver.

前記横バタ材締付具8は、図5に示すように所用寸法の金属板を、嵌着辺30と連結辺31からなる概略不等辺L型状に折曲形成した嵌着部材の嵌着辺30にガイドピン21が挿通する孔44を穿孔し、連結辺31にフォームタイ(登録商標)と称する軸ボルト17を連結するための連結ボルト18挿通用の孔16を穿孔した嵌着体15を、前記ボルト挿通用の孔16と前記軸ボルト17の基部56に設けられた雌ネジとを合致し、連結ボルト18により連結する。
これによって、隣接するコンパネフォーム型枠1縁リブ3同士に設けられた連結具6ガイドピン21挿通用の孔44に連結具6ガイドピン21を挿入し、挿入したことで出現する連結具6ガイドピン21先端部に嵌着して使用することを可能にする。
As shown in FIG. 5, the horizontal butterfly material fastener 8 is fitted with a fitting member formed by bending a metal plate of a desired size into a substantially unequal side L-shape consisting of a fitting side 30 and a connecting side 31. A fitting body 15 having a hole 44 through which the guide pin 21 is inserted in the side 30 and a hole 16 for inserting a connecting bolt 18 for connecting a shaft bolt 17 called a foam tie (registered trademark) to the connecting side 31 is formed. The bolt insertion hole 16 and the female screw provided in the base portion 56 of the shaft bolt 17 are matched with each other and connected by the connecting bolt 18.
As a result, the connecting tool 6 guide pin 21 is inserted into the hole 44 for inserting the connecting tool 6 guide pin 21 provided between the adjacent panel form frame 1 edge ribs 3, and the connecting tool 6 guide that appears as a result of the insertion. The pin 21 can be used by being fitted to the tip.

前記板セパ7は、金属材または合成樹脂材により、所用の長さを有する帯状のセパレート部材の両端部にガイドピン21挿入用の孔を設け、前記孔から内方(壁心方)の位置に、詳しくは、コンパネフォーム型枠1せき板2のコンクリート面側から僅か内方(壁心方)の位置に、折り曲げて切取ることを容易にする断面欠損部12の溝を概略Vカット状に形成する。
これによって、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記縁リブ3同士及び板セパ7のガイドピン21挿入用の孔44に連結具6ガイドピン21を挿入して前記板セパ7と一緒に押圧して挟持する。なお、前記連結具6ガイドピン21に、横バタ材締付具8嵌着体15に設けられたガイドピン21挿入用の孔32を嵌着すると横バタ材締付具8も一緒に挟持することができる。
したがって、コンパネフォーム型枠1縁リブ3同士と板セパ7と横バタ材締付具8が固定されることで、横バタ材締付具8及び横バタ材14は、コンパネフォーム型枠1中間リブ49に作用するコンクリート荷重を支持すればよいため、横バタ材締付具8及び横バタ材14が受ける荷重が低減されることになり、横バタ材締付具8及び横バタ材14の断面性質あるいは断面形状の変更による軽量化に役立つ。
The plate separator 7 is formed of a metal material or a synthetic resin material with holes for inserting guide pins 21 at both ends of a strip-shaped separate member having a desired length, and is positioned inwardly (wall-centered) from the hole. Specifically, the groove of the cross-sectional defect portion 12 that makes it easy to bend and cut at a position slightly inward (wall center) from the concrete surface side of the panel form frame 1 siding plate 2 is approximately V-cut. To form.
As a result, the plate separator 7 is sandwiched between the edge ribs 3 of the panel form frames 1 to be connected, and the connector 6 guide pin 21 is inserted into the edge ribs 3 and the hole 44 for inserting the guide pin 21 of the plate separator 7. And pressed together with the plate separator 7. When the guide pin 21 insertion hole 32 provided in the horizontal butterfly material fastener 15 is fitted to the connecting pin 6 guide pin 21, the horizontal butterfly material clamp 8 is also held together. be able to.
Therefore, by fixing the panel foam frame 1 edge ribs 3 to each other, the plate separator 7 and the horizontal butterfly material fastener 8, the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 are in the middle of the panelform mold frame 1. Since it is only necessary to support the concrete load acting on the rib 49, the load applied to the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 is reduced. Useful for weight reduction by changing cross-sectional properties or cross-sectional shape.

図6に示す横バタ材仮置具9は、コンパネフォーム型枠1縁リブ3同士のガイドピン21が挿通する孔44に連結具6ガイドピン21を挿入したことで出現するガイドピン21の先端部に横バタ材仮置具9に設けられたガイドピン21挿入用の孔36を嵌め込み、前記孔36に嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、ガイドピン21の後端部の軸心に設けられた雌ネジ22に、可動部材25を介して螺着するネジボルト26を回転させて締付挟持する。
これによって、長尺で重い横バタ材14の取付けまたは取外し作業において、手の届かない箇所では一旦手の届く位置に仮置きすることで作業の安全性及び作業能率が向上する。
The horizontal butterfly material temporary placement tool 9 shown in FIG. 6 is the tip of the guide pin 21 that appears when the connecting tool 6 guide pin 21 is inserted into the hole 44 through which the guide pin 21 between the panel form frame 1 edge ribs 3 is inserted. The guide pin 21 insertion hole 36 provided in the horizontal butterfly material temporary placement tool 9 is fitted into the part, and the receiving pin 29 is inserted into the insertion hole 23 for insertion of the receiving pin 29 that appears by fitting into the hole 36. The screw bolt 26 inserted and screwed through the movable member 25 is rotated and clamped to the female screw 22 provided at the axial center of the rear end portion of the guide pin 21.
As a result, in the work of attaching or removing the long and heavy horizontal butterfly material 14, work safety and work efficiency are improved by temporarily placing the work in a place where it cannot be reached.

図16は、従来の丸セパ53とコンパネフォーム型枠1により構成した型枠解体に使用する掛止具59及び型枠解体状況を示す説明図であり、図16(16a)に示す本願の掛止具59は、一方基部と他方ネジ部を有する掛止ボルト60と、前記ネジ部に螺合するナット62と、断面が4ミリX32ミリ程度で所用の長さを有する金属板の一方端部に掛止ボルト60挿着用の孔を穿孔し、他方端部に梃子用バール64先端差込用の孔を穿孔したボルト受板61とを備え、前記ボルト受板61に穿孔された掛止ボルト60挿着用の孔に掛止ボルト60の基部を挿着固定する。
これによって、連結するコンパネフォーム型枠1縁リブ3同士に設けられたガイドピン21挿入用の孔44の、型枠解体に必要とされる個所に掛止具59を固定し、コンクリート打設固化後のコンパネフォーム型枠1解体作業において、連結するコンパネフォーム型枠1縁リブ3同士間に固定された掛止具59ボルト受板61に設けられた梃子用バール64先端差込用の孔に梃子用バール64の先端を差込み、そして、図16(16b)に示すように、掛止具59が固定されていない側のコンパネフォーム型枠1に支持台63を配備し、前記支持台63を支点に梃子用バール64の末端部を抉ることでコンパネフォーム型枠1は簡単に剥離(脱型)する。
したがって、型枠解体を容易にしたことで、コンパネフォーム型枠1の破損が少なくなり、コンパネフォーム型枠1の転用回数が拡大する。
FIG. 16 is an explanatory view showing a hanging tool 59 used for disassembling a form made up of a conventional round separator 53 and a panel form mold 1 and a state of disassembling the form, and the hanging of the present application shown in FIG. The stopper 59 includes a latch bolt 60 having one base portion and the other screw portion, a nut 62 screwed into the screw portion, and one end portion of a metal plate having a cross section of about 4 mm × 32 mm and a desired length. And a bolt receiving plate 61 in which a hole for inserting the retaining bolt 60 is drilled, and a hole for inserting the tip of the insulator bar 64 at the other end is provided. The base of the retaining bolt 60 is inserted and fixed in the hole for 60 insertion.
As a result, the fasteners 59 are fixed at the positions required for disassembling the molds in the holes 44 for inserting the guide pins 21 provided between the edge ribs 3 of the panel form frames 1 to be connected to each other, and the concrete is placed and solidified. In the subsequent operation of disassembling the control panel form 1, the lever bar 64 provided on the latch 59 bolt receiving plate 61 fixed between the edge ribs 3 of the connected control panel form 1 is inserted into the hole for inserting the tip. As shown in FIG. 16 (16 b), a support base 63 is provided on the panel form frame 1 on the side to which the latch 59 is not fixed, and the support base 63 is inserted into the lever bar 64. The panel form 1 is easily peeled (demolded) by pinching the end of the insulator bar 64 to the fulcrum.
Therefore, by making mold form dismantling easy, the damage to the panel form mold 1 is reduced, and the number of times the panel form form 1 is transferred is increased.

図17に示すように従来の丸セパ53を使用する型枠では、せき板2を挟み丸セパ53に螺着するコーン54のネジ部55と横バタ材締付具69基部に設けられた雌ネジとを螺止固定し、前記横バタ材締付具69の上下に横バタ材14を配置し、横バタ材締付具69に挿着する座具10を押圧するナット19を手加減により締付けることで、ナット19の締過により、丸セパ53に過剰な引張力が加わることがあるのみならず、図17に示すように、せき板2の一部が横バタ材14側に引寄せられ湾曲状に変形する難点あったが、本願の板セパ7を使用することで、コンパネフォーム型枠1縁リブ3同士間に板セパ7を挟む縁リブ3同士と横バタ材締付具8嵌着体15を一緒に押圧して挟持し、横バタ材締付具8の上下に横バタ材14を配置し、横バタ材締付具8に挿着する座具10を介してナット19締付けて押圧することで横バタ材14が圧縮に抵抗するため、せき板2に影響を与えない特徴がある。   As shown in FIG. 17, in a mold using a conventional round separator 53, a female portion provided on a screw portion 55 of a cone 54 and a base portion of a horizontal butterfly material 69 that are screwed to the round separator 53 with the sill plate 2 interposed therebetween. Screws are fixed to the screws, the horizontal butter material 14 is arranged above and below the horizontal butter material fasteners 69, and the nuts 19 that press the seat 10 inserted into the horizontal butter material fasteners 69 are tightened by hand. As a result, tightening of the nut 19 may not only apply an excessive tensile force to the round separator 53, but also a part of the dam plate 2 is drawn toward the side of the horizontal butterfly 14 as shown in FIG. Although it was difficult to deform into a curved shape, by using the plate separator 7 of the present application, the edge ribs 3 that sandwich the plate separator 7 between the panel form frame 1 edge ribs 3 and the horizontal butterfly material fastener 8 fit The body 15 is pressed and clamped together, and the horizontal flap 14 is arranged above and below the horizontal flap fastener 8. Since the horizontal flap member 14 by pressing the tightening nut 19 through the seat member 10 which inserted in the lateral flap member fastening tool 8 to resist compression, has the characteristic that does not affect the sheathing board 2.

本発明は、コンパネフォーム型枠1にあって、図2〜図4に示すように隣接するコンパネフォーム型枠1縁リブ3同士の連結にネジボルト26で押圧して挟持する連結具6を使用することで、連結する縁リブ3同士の両外側に突出する突出部4を設けることが可能となり、そのため、固定辺46と連結辺47からなる概略L型状の前記連結辺47の端部内角面側に概略ムダ折形状の突出部4を設けて、断面係数を大きくて軽くした縁リブ3をせき板2に固定したことでコンパネフォーム型枠1を軽くした特徴がある。
また、前記コンパネフォーム型枠1のせき板2と縁リブ3を固定する定着ボルト5にあって、せき板2に接する部分を概略角錐台形楔状に形成した定着ボルト5を、せき板2に予め設けた定着ボルト5挿通用の孔42に定着ボルト5を差込み金槌等で叩き込むことで、定着ボルト5はせき板2食込み定着することになる。
したがって、定着ボルト5とナット41が一緒に回転する回り(空回り)がなくなり、せき板2と縁リブ3の固定あるいは取外し作業が容易となる。
The present invention uses the connector 6 in the panel form 1 and presses and clamps the adjacent panel form 1 border ribs 3 with screw bolts 26 as shown in FIGS. Thus, it is possible to provide the protruding portions 4 that protrude on both outer sides of the edge ribs 3 to be connected. For this reason, the inner corner surface of the end portion of the connecting side 47 having a substantially L shape including the fixed side 46 and the connecting side 47 is provided. There is a feature that the panel form frame 1 is lightened by providing a protruding portion 4 having a substantially waste-fold shape on the side and fixing the edge rib 3 having a large and small section modulus to the dam plate 2.
In addition, the fixing bolt 5 for fixing the board 2 and the edge rib 3 of the panel form 1 is fixed to the board 2 in advance with the fixing bolt 5 having a portion in contact with the board 2 formed in a substantially truncated pyramid wedge shape. When the fixing bolt 5 is inserted into the hole 42 for inserting the fixing bolt 5 and struck with a hammer or the like, the fixing bolt 5 is fixed by biting the dam plate 2.
Accordingly, there is no co- rotation (idle rotation) in which the fixing bolt 5 and the nut 41 rotate together, and the fixing or removing operation of the dam plate 2 and the edge rib 3 is facilitated.

本発明の連結具6にあって、図1、図2に示すように隣接する連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記縁リブ3及び板セパ7に設けられたガイドピン21挿入用の孔44にガイドピン21を挿入し、挿入しことで出現する前記ガイドピン21の先端部に横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピン21の先端部に嵌め込み、嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、ガイドピン21の後端部の軸心に設けられた雌ネジ22に、可動部材25を介して螺着するネジボルト26を回転させることで、板セパ7を挟むコンパネフォーム型枠1縁リブ3同士及び横バタ材締付具8嵌着体15を一緒に押圧して挟持する特徴がある。
また、コンパネフォーム型枠1縁リブ3同士の連結作業に、連結具6ガイドピン21の先端部に挿入された受止ピン29が縁リブ3に当接することで、ネジボルト26と連結具6ガイドピン21が一緒に回転する共回り(空回り)を防止することで、前記ガイドピン21後端部に可動部材25を介して螺着するネジボルト26をドライバー等のネジ回し工具により片手で回転させて前記コンパネフォーム型枠1縁リブ3同士を押圧して挟持するようにした特徴がある。
As shown in FIGS. 1 and 2, in the connector 6 of the present invention, plate separators 7 are sandwiched between adjacent ribs 3 of panel form frames 1 to be connected to each other, and provided on the edge ribs 3 and the plate separators 7. The guide pin 21 is inserted into the inserted hole 44 for inserting the guide pin 21, and the hole 32 provided in the horizontal butterfly material fastener 8 fitting body 15 is formed at the tip of the guide pin 21 that appears when the guide pin 21 is inserted. The receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that is inserted into the distal end portion of the guide pin 21 and appears by fitting, and the female provided at the axial center of the rear end portion of the guide pin 21. By rotating a screw bolt 26 to be screwed onto the screw 22 via the movable member 25, the panel form frame 1 edge ribs 3 sandwiching the plate separator 7 and the horizontal butterfly material fastener 8 fitting body 15 together. There is a feature of pressing and clamping.
In addition, the receiving pin 29 inserted at the tip of the connector 6 guide pin 21 abuts against the edge rib 3 in the operation of connecting the panel form frame 1 edge ribs 3 to each other, whereby the screw bolt 26 and the connector 6 guide. By preventing co-rotation (idle rotation) of the pins 21 rotating together, the screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25 is rotated with one hand by a screwdriver such as a screwdriver. There exists the characteristic which pressed and clamped the said panel form frame 1 edge ribs 3 mutually.

従来のクリップ金具75と本願の連結具6を比較すれば、図20、図21に示すようにクリップ金具75と称する従来の連結具は、所用の長さを有する13ミリ程度の剛性の高い丸鋼により、挿入軸部79から直角に延長するアーム80と、前記アーム80に連続する挟持部81が概略湾曲状に一体加工されているため、隣接する縁リブ76同士を連結する連結孔に、クリップ金具75のアーム80が水平状態で挿入軸部79を挿入し、そして、概略湾曲状の挟持部81をハンマー等で強く叩き込み、挿入軸部79を回転軸に回転させることでする連結する縁リブ76同士を弾力性の加圧により挟持するため、過剰な加圧により連結する縁リブ76同士が変形することがある。また、クリップ金具75を使用することで、概略湾曲状の挟持部81をハンマー等で強く叩き込むときカチャカチャと騒音がするため、住宅街では近隣に迷惑をかける難点がある。
その点、本願による連結具6は、図2、図7に示すようにガイドピン21後端部に可動部材25を介して前記ガイドピン21後端部に螺着するネジボルト26を回転させることで可動部材25が前進することで押圧して挟持することにより連結する縁リブ3同士の端部外側に突出する突出部4が邪魔になることなく押圧して挟持することができ、騒音も殆ど発生しない特徴がある。
また、本願による連結具6は、前記ガイドピン21先端部に挿入する受止ピン29が縁リブ3に当接することで前記ガイドピン21とネジボルト26が一緒に回転する共回り(空回り)を防止することで、ドライバー等のネジ回し工具により片手で締付作業ができる特徴がある。
さらに、本願による連結具6は、せき板84と縁リブ85が一体となる樹脂成形型枠(図22参照)またはメタルフォームと称する鋼製型枠(図面省略)等の連結にも使用ができる特徴がある。
When comparing the conventional clip metal fitting 75 with the connector 6 of the present application, as shown in FIG. 20 and FIG. 21, the conventional connector called the clip metal fitting 75 has a required round length of about 13 mm and a high rigidity. Since the arm 80 extending at a right angle from the insertion shaft 79 and the sandwiching portion 81 continuous to the arm 80 are integrally processed into a substantially curved shape by steel, the connecting hole for connecting adjacent edge ribs 76 to each other The connecting shaft 79 is inserted by inserting the insertion shaft portion 79 with the arm 80 of the clip metal fitting 75 in a horizontal state, and striking the substantially curved holding portion 81 with a hammer or the like, and rotating the insertion shaft portion 79 around the rotation shaft. Since the ribs 76 are clamped by elastic pressure, the edge ribs 76 that are connected by excessive pressure may be deformed. In addition, the use of the clip fitting 75 causes noise when the roughly curved holding portion 81 is strongly struck with a hammer or the like.
In that respect, the connector 6 according to the present application rotates a screw bolt 26 screwed to the rear end portion of the guide pin 21 via the movable member 25 to the rear end portion of the guide pin 21 as shown in FIGS. When the movable member 25 advances and is pressed and pinched, the protruding portion 4 protruding outside the ends of the edge ribs 3 to be connected can be pressed and pinched without getting in the way, and almost no noise is generated. There is a feature that does not.
Further, in the connector 6 according to the present application, the receiving pin 29 inserted into the distal end portion of the guide pin 21 abuts on the edge rib 3 to prevent the guide pin 21 and the screw bolt 26 from rotating together (idling). By doing so, there is a feature that can be tightened with one hand using a screwdriver such as a screwdriver.
Furthermore, the connector 6 according to the present application can be used for connecting a resin mold (refer to FIG. 22) in which the support plate 84 and the edge rib 85 are integrated, or a steel mold called metal form (not shown). There are features.

本発明にかかる板セパを使用したコンパネフォーム型枠の連結及び横バタ材締付状態及び横バタ材仮置具の固定状態を示す正面図。The front view which shows the connection state of a panel form form using the board separator concerning this invention, a horizontal butterfly material clamping | tightening state, and the fixed state of a horizontal butterfly material temporary placement tool. 図1のA‐A線断平面図。FIG. 2 is a plan view taken along line AA in FIG. 1. 図1のB‐B線断平面図。(横バタ材仮置具の平面図)The BB sectional view top view of FIG. (Top view of horizontal butterfly temporary holder) 連結するコンパネフォーム型枠縁リブ同士の挟持状態を示す断平面図。(4a)は、コンパネフォーム型枠縁リブ同士の挟持状態を示す断平面図。(4b)は、コンパネフォーム型枠縁リブと従来の樹脂成形型枠縁リブを挟持した状態を示す断平面図。The cut-out top view which shows the clamping state of the panel form frame edge rib to connect. (4a) is a sectional plan view showing a sandwiched state between the panel form frame edge ribs. (4b) is a cross-sectional plan view showing a state in which the panel form frame edge rib and the conventional resin mold edge frame are sandwiched. 本発明にかかる横バタ材締付具を示す正面図。The front view which shows the horizontal butterfly material fastener concerning this invention. 本発明にかかる横バタ材仮置具を示す正面図。The front view which shows the horizontal butterfly material temporary placement tool concerning this invention. 本発明にかかる連結具の外観(上半分)及び断面(下半分)を示す説明図(拡大図。)。Explanatory drawing (enlarged view) which shows the external appearance (upper half) and cross section (lower half) of the coupling tool concerning this invention. 本発明にかかるせき板と縁リブを固定する定着ボルトの拡大図。The enlarged view of the fixing volt | bolt which fixes the dam plate and edge rib concerning this invention. 本発明にかかるコンパネフォーム型枠を構成する、せき板と縁リブの固定状態を示す説明図(断平面図)。(9a)は、定着ボルト差込状態を示す。(9b)は、定着ボルトの食い込み定着した状態を示す。(9c)は、定着ボルトに縁リブを嵌めこんだ状態を示す。(9d)は、せき板に縁リブが固定された状態を示す。BRIEF DESCRIPTION OF THE DRAWINGS Explanatory drawing (cross-sectional plan view) which shows the fixed state of a dam plate and an edge rib which comprises the panel form frame concerning this invention. (9a) shows a fixing bolt insertion state. (9b) shows a state where the fixing bolt has been bitten and fixed. (9c) shows a state in which the edge rib is fitted into the fixing bolt. (9d) shows a state in which the edge rib is fixed to the weir plate. 本発明にかかるコンパネフォーム型枠の出スミ部、入スミ部の連結状態を示す説明図(断平面図)。(10a)は入スミ部の連結状態を示す。(10b)は出スミ部の連結状態を示す。Explanatory drawing (cut-off plan view) which shows the connection state of the outgoing summit part of the panel form form concerning this invention, and an incoming summit part. (10a) shows the connection state of the incoming smear part. (10b) shows the connected state of the outgoing sump section. 本発明にかかる板セパと横バタ材締付具を使用してコンパネフォーム型枠により構成された一例を示す参考図。The reference figure which shows an example comprised by the panel form frame using the board | plate separator concerning this invention and a horizontal butterfly material fastener. 図11のC−C線断平面図。The CC sectional view taken on the line of FIG. 従来の丸セパと従来の横バタ材締付具を使用してコンパネフォーム型枠により構成された一例を示す参考図。The reference figure which shows an example comprised by the panel form mold using the conventional round separator and the conventional horizontal butterfly material fastener. 図13のD−D線断平面図。FIG. 14 is a plan view taken along the line D-D in FIG. 13. 本発明にかかる板セパとコンパネフォーム型枠により構成された型枠解体状況を示す説明図。(15a)は、片方側の縁リブを外した状態を示す。(15b)は、相手側の縁リブに設けられたガイドピン21挿入用の孔に梃子用バールの先端を差込む状態を示す。(15c)は、梃子を利用してコンパネフォーム型枠の脱型状態を示す。Explanatory drawing which shows the formwork disassembly condition comprised by the plate separator concerning this invention, and a panel form mold. (15a) shows a state in which one edge rib is removed. (15b) shows a state in which the tip of the insulator bar is inserted into the hole for inserting the guide pin 21 provided on the other edge rib. (15c) shows the demolding state of the panel form using the insulator. 従来の丸セパ53とコンパネフォーム型枠により構成された型枠解体に使用する本発明の掛止具59使用状況を示す説明図であり(16a)は、連結するコンパネフォーム型枠解体前の状態であり、掛止具に設けられた孔に梃子用バールの先端を差込む状態を示す。を示す。(16b)は、連結するコンパネフォーム型枠の解体時における梃子用バールの使用状況を示す。It is explanatory drawing which shows the use condition of the latching tool 59 of this invention used for the formwork disassembly comprised by the conventional round separator 53 and the panel form mold (16a) is the state before the panel form formwork disassembly to connect And shows a state in which the tip of the lever bar is inserted into the hole provided in the hook. Indicates. (16b) shows the state of use of the insulator bar at the time of disassembling the connected panel form. 従来の丸セパと従来の横バタ材締付具を連結して使用する状況を示す部分平面図。The partial top view which shows the condition which connects and uses the conventional round separator and the conventional horizontal butterfly material fastener. 従来のHジョイントによる型枠せき板の連結状態を示す斜視図。The perspective view which shows the connection state of the formwork board by the conventional H joint. 従来の桟木固定型枠の連結状態の一例を示す斜視図。The perspective view which shows an example of the connection state of the conventional pier fixed formwork. 従来の縁リブ固定型枠及び従来のクリップ金具を使用した連結状態を示す正面図。The front view which shows the connection state using the conventional edge rib fixed formwork and the conventional clip metal fitting. 図19のE−E線断平面図。FIG. 20 is a plan view taken along line EE in FIG. 19. 従来の樹脂成形型枠92及びその型枠連結具の連結状態を示す斜視図。(22a)は、挿入軸部87の先端をテーパー状にした型枠連結具の使用状態を示す斜視図。(22b)は、挿入軸部88の先端部にネジ部を設けた型枠連結具の使用状態を示す斜視図。The perspective view which shows the connection state of the conventional resin molding mold 92 and its mold coupling tool. (22a) is a perspective view showing a use state of a formwork coupler in which the distal end of the insertion shaft portion 87 is tapered. (22b) is a perspective view showing a use state of a formwork coupler in which a screw portion is provided at the distal end portion of the insertion shaft portion 88. FIG.

本発明を実施するためのコンクリート成形用のコンパネフォーム型枠及びその連結具及び横バタ材締付具及び掛止具の構成にあって、図9に示すように固定辺46と連結辺47からなる概略L型材の固定辺46に、せき板2に固定するための定着ボルト5挿入用の孔43を一定間隔に設け、連結辺47端部内角面側に概略ムダ折形状の突出部4を設け、なお、連結具6ガイドピン21挿入用の孔44が一定間隔に設けられた所用の長さを有する縁リブ3をせき板2裏面連結部のほぼ端面に固定してなるコンパネフォーム型枠1と、
図7に示すように所用の長さを有する円筒部材の先端に近い程径が小さくなるテーパーを形成したテーパー部の後方に受止ピン29挿入用の挿通孔23を設け、前記挿通孔23から一定の長さを有する後端部の軸心に雌ネジ22を設けたガイドピン21に前記テーパー部の後方に受止ピン29挿入用の挿通孔23に受止ピン29挿入し、前記ガイドピン21の後端部に可動部材25を介してネジボルト26が嵌着する連結具6と、
対向する型枠間を支持する、厚み4ミリ程度で幅が30ミリ程度の矩形断面で所用の長さを有する帯状部材の両端部に連結具6ガイドピン21が挿通する孔を設けた板セパ7と、
図5に示すように所用の寸法を有する金属板に、嵌着辺30と連結辺31からなる概略不等辺L型状に形成した嵌着部材にガイドピン21が挿通する孔44を穿孔し、連結辺31にフォームタイ(登録商標)と称する軸ボルト17と連結するための連結ボルト18挿通孔を穿孔した嵌着体15を、前記連結ボルト18挿通用の孔と前記軸ボルト17の基部56に設けられた雌ネジとを合致させ、連結用の連結ボルト18により連結してなる横バタ材締付具8とを備え、
図2に示すように連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み込んだ状態で、縁リブ3同士及び板セパ7に設けられた前記ガイドピン21挿入用の孔44に連結具6ガイドピン21を挿入する。そして、前記連結具6ガイドピン21を挿入したことで出現するガイドピン21の先端部に横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピン21の先端部に嵌め込む。そして、前記ガイドピン21の先端部に嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させて挟持する。この作業を順次繰返し所用の位置まで連結してなる連結型枠に対して、ほぼ同様の手順により、対向する相手側のコンパネフォーム型枠1を連結し、そして、対向する両側のコンパネフォーム型枠1の背部を支持する横バタ材14を前記横バタ材締付具8の上下に配置し、前記横バタ材締付具8に螺合するナット11を回転させて横バタ材14を押圧固定することで強固なコンクリート打ち込み用の型枠組立が完了する(図11、図12参照。)。
なお、図3に示す横バタ材仮置具9は、手の届かない箇所では一旦手の届く位置に仮置きすることで作業の安全性及び作業能率が向上する。
In the construction of a panel forming mold for concrete forming for carrying out the present invention, its connecting tool, a horizontal butter material fastening tool and a hooking tool, as shown in FIG. On the fixed side 46 of the substantially L-shaped material, holes 43 for inserting the fixing bolts 5 for fixing to the bottom plate 2 are provided at regular intervals, and the projection 4 having a generally waste folding shape is formed on the inner corner surface side of the end of the connecting side 47. A panel form frame formed by fixing the edge rib 3 having a predetermined length in which holes 44 for inserting the connector 6 guide pins 21 are provided at regular intervals to the substantially end face of the back plate 2 back surface connecting portion. 1 and
As shown in FIG. 7, an insertion hole 23 for inserting a receiving pin 29 is provided at the rear of the tapered portion having a taper that decreases in diameter as it approaches the tip of a cylindrical member having a desired length. A receiving pin 29 is inserted into an insertion hole 23 for inserting a receiving pin 29 behind the tapered portion into a guide pin 21 provided with a female screw 22 at the axial center of the rear end portion having a certain length, and the guide pin A connector 6 in which a screw bolt 26 is fitted to the rear end portion of 21 via a movable member 25;
A plate separator provided with holes through which the connector 6 guide pins 21 are inserted at both ends of a belt-like member having a rectangular cross section with a thickness of about 4 mm and a width of about 30 mm, which supports between opposing molds. 7 and
As shown in FIG. 5, a hole 44 through which the guide pin 21 is inserted into a fitting member formed in a substantially unequal side L-shape composed of a fitting side 30 and a connecting side 31 is drilled in a metal plate having a desired dimension, The fitting body 15 in which a connecting bolt 18 insertion hole for connecting to a shaft bolt 17 called a foam tie (registered trademark) is drilled in the connecting side 31 is connected to the hole 56 for inserting the connecting bolt 18 and the base 56 of the shaft bolt 17. A horizontal butterfly material fastening tool 8 which is matched with a female screw provided on the joint and connected by a connecting bolt 18 for connection,
As shown in FIG. 2, in the state where the plate separator 7 is sandwiched between the panel form frame 1 edge ribs 3 to be connected, the edge ribs 3 and the hole 44 for inserting the guide pin 21 provided in the plate separator 7. The connector 6 guide pin 21 is inserted. Then, the hole 32 provided in the horizontal butterfly material fastener 8 fitting body 15 is fitted to the distal end portion of the guide pin 21 at the distal end portion of the guide pin 21 that appears when the connecting pin 6 guide pin 21 is inserted. Include. Then, the receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that appears when the guide pin 21 is fitted into the distal end portion, and the rear end portion of the guide pin 21 is interposed via the movable member 25. The screw bolt 26 to be screwed is rotated and clamped. This operation is sequentially repeated up to the position for repeated use, and the opposite partner panel form 1 is connected to the opposite form of the panel form by substantially the same procedure. The horizontal butterfly material 14 that supports the back portion of 1 is disposed above and below the horizontal butterfly material fastener 8, and the nut 11 that is screwed into the horizontal butterfly material fastener 8 is rotated to press and fix the horizontal butterfly material 14. This completes the solid formwork assembly for concrete placement (see FIGS. 11 and 12).
Note that the horizontal butterfly material temporary placement tool 9 shown in FIG. 3 is temporarily placed at a position where the hand can reach in a place where the hand cannot reach, thereby improving work safety and work efficiency.

前記コンパネフォーム型枠1は、断面係数を大きくして軽くした縁リブ3をせき板2に固定したことでコンパネフォーム型枠1を軽くすることになる。詳しくは、固定辺46と連結辺47からなる概略L型状の縁リブ3の前記連結辺47の端部内側に概略ムダ折形状の突出部4を設けたことで、断面係数が大きくなり、規定の強度を保ち縁リブ3の重量を軽くする。しかし、縁リブ3同士の両外側に突出する突出部4を設けることを可能にするためには、本願のネジボルト26で押圧して挟持する前記連結具6を使用することになる。
また、前記コンパネフォーム型枠1のせき板2と縁リブ3を固定する図8に示す定着ボルト5は、せき板2に予め設けられた孔42に定着ボルト5を差込み、前記定着ボルト5を金槌等で叩き込むことでせき板2に食込み定着することで、前記定着ボルト5とナット41の回り(空回り)がなくなる。
したがて、前記定着ボルト5とナット41の回り(空回り)がなくなることで、図15に示すようにコンクリート固化後、片方のコンパネフォーム型枠1せき板2を残置した状態でナット41を外し、そして、縁リブ3を抜取り相手側の縁リブ3に設けられたガイドピン21挿入用の孔44に梃子用バール58の先端部を差込み抉ることでコンパネフォーム型枠1は簡単に剥離する。
また、定着ボルト5とナット41の回り(空回り)がなくなることで、損傷の激しいせき板2の取替作業が能率的となる。
The panel foam mold 1 is lightened by fixing the edge ribs 3 with a large section modulus and lightening to the dam plate 2. Specifically, by providing the substantially waste-shaped protruding portion 4 on the inner side of the connection side 47 of the substantially L-shaped edge rib 3 composed of the fixed side 46 and the connection side 47, the section modulus increases. The specified strength is maintained and the weight of the edge rib 3 is reduced. However, in order to be able to provide the projecting portions 4 projecting on both outer sides of the edge ribs 3, the connecting tool 6 that is pressed and clamped by the screw bolt 26 of the present application is used.
Further, the fixing bolt 5 shown in FIG. 8 for fixing the board 2 and the edge rib 3 of the panel form 1 is inserted into a hole 42 provided in the board 2 in advance, and the fixing bolt 5 is inserted into the fixing bolt 5. By hitting with a hammer or the like to bite and fix on the dam 2, the fixing bolt 5 and the nut 41 do not rotate together (idle).
Accordingly, since the joint bolt 5 and the nut 41 are not co- rotated (idle), the nut 41 is left in a state in which the panel 2 of the panel 1 is left after the concrete is solidified as shown in FIG. The panel form 1 is peeled off by removing the edge rib 3 and inserting the tip of the lever bar 58 into the hole 44 for inserting the guide pin 21 provided on the edge rib 3 on the counterpart side. .
In addition, since the joint bolt 5 and the nut 41 do not co- rotate (idle), it is possible to efficiently replace the damaged damage plate 2.

前記連結具6は、図7に示すように所用の長さを有する外径が13ミリ程度で内径が6ミリ程度の円筒部材の先端に近い程径が小さくなるテーパーを形成したテーパー部の後方に受止ピン29挿入用の挿通孔23を設け、前記挿通孔23から所用の長さを有する後端部の軸心に雌ネジ22を形成したガイドピン21と、
前記テーパー部の後方に設けた受止ピン29挿入用の挿通孔23に挿入する概略P型状の受止ピン29と、前記ガイドピン21の後端部に嵌着する、概略エンドキャップ状の軸心にネジボルト26が挿通する孔を穿孔してなる可動部材25と、
前記ガイドピン21の後端部に嵌着する可動部材25を介して前記ガイドピン21の軸心に設けた雌ネジ22に螺着するネジボルト26により構成される。
これによって、連結具6ガイドピン21後端部の軸心に設けた雌ネジ22に可動部材25を介して螺着するネジボルト26のドライバー等の掛止穴27にドライバー等の掛止部を掛止し、ネジボルト26を回転させて可動部材25を動かし、挟持範囲25s(挟み代)を広くしたり狭くしたりする特徴がある。
また、連結具6ネジボルト26の回転作業において、前記ガイドピン21先端部に挿入する受止ピン29が縁リブ3に当接することで前記ガイドピン21は回転しなくなり、そのため、ドライバー等のネジ回し工具により片手でネジボルト26の締付作業ができる特徴がある。
さらに、ガイドピン21に挿入する受止ピン29と前後に可動する可動部材25を介して螺着されたネジボルト26を回転させることで押圧して挟持するため、ネジボルト26の締付力を手加減により調整ができる特徴がある。
As shown in FIG. 7, the connector 6 has a taper that has a taper that decreases in diameter as it approaches the tip of a cylindrical member having a required outer diameter of about 13 mm and an inner diameter of about 6 mm. A guide pin 21 provided with an insertion hole 23 for insertion of a receiving pin 29 and a female screw 22 formed on the axial center of the rear end portion having a predetermined length from the insertion hole 23;
A substantially P-shaped receiving pin 29 inserted into the insertion hole 23 for inserting the receiving pin 29 provided at the rear of the tapered portion, and a substantially end-cap-shaped fitting fitted to the rear end portion of the guide pin 21. A movable member 25 formed by drilling a hole through which the screw bolt 26 is inserted in the shaft center;
It is constituted by a screw bolt 26 that is screwed to a female screw 22 provided at the axial center of the guide pin 21 via a movable member 25 that is fitted to the rear end portion of the guide pin 21.
As a result, a hooking portion such as a screwdriver is hooked on the hooking hole 27 of a screw bolt 26 screwed to the female screw 22 provided on the shaft center of the rear end portion of the connector 6 guide pin 21 via the movable member 25. There is a feature that the movable member 25 is moved by rotating the screw bolt 26 to widen or narrow the clamping range 25s (clamping margin).
Further, in the rotation operation of the connecting tool 6 screw bolt 26, the receiving pin 29 inserted into the tip end portion of the guide pin 21 comes into contact with the edge rib 3, so that the guide pin 21 does not rotate. There is a feature that the screw bolt 26 can be tightened with one hand by a tool.
Further, since the receiving bolt 29 inserted into the guide pin 21 and the screw bolt 26 screwed through the movable member 25 movable back and forth are rotated to be pressed and clamped, the tightening force of the screw bolt 26 can be manually adjusted. There is a feature that can be adjusted.

前記板セパ7は、対向して連結されるコンパネフォーム型枠1縁リブ3同士間の間隔を支持する支持具であり、前記板セパ7を使用することにより連結するコンパネフォーム型枠1に作用するコンクリート荷重は板セパ7に集中し、その荷重は、せん断力として連結具6ガイドピン21に集中することになる。そのため、横バタ材締付具8及び横バタ材14は、中間リブ49に作用するコンクリート荷重だけを支持すればよいため、横バタ材締付具8及び横バタ材14に作用するコンクリート荷重は低減されることになる。
したがって、横バタ材締付具8及び横バタ材14材の軽量化に役立つ。
また、連結するコンパネフォーム型枠1縁リブ3同士の挟持及び板セパ7と横バタ材締付具8の挟持作業を同じ箇所で行うため作業能率が向上する。
The plate separator 7 is a support tool that supports the spacing between the ribs 3 of the panel forming mold 1 that are connected to face each other, and acts on the panel forming mold 1 that is connected by using the plate separating 7. The concrete load to be concentrated is concentrated on the plate separator 7, and the load is concentrated on the connector 6 guide pin 21 as a shearing force. Therefore, since the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 need only support the concrete load acting on the intermediate rib 49, the concrete load acting on the horizontal butterfly material fastener 8 and the horizontal butterfly material 14 is Will be reduced.
Therefore, it helps to reduce the weight of the horizontal butterfly material fastener 8 and the horizontal butterfly material 14.
In addition, the work efficiency is improved because the sandwiching operation between the panel form frame 1 edge ribs 3 to be connected and the plate separator 7 and the horizontal butterfly material fastener 8 are sandwiched at the same place.

以下、この実施例において、図1〜図22を参照してさらに詳しく説明する。
コンパネフォーム型枠1背部を支持する横バタ材14は単管48.6φ、中間リブ49は桟木67を使用することを前提とする。また、従来の丸セパ53は、図17に示すように丸鋼両端部に雄ネジが設けられた雄ネジに、概略円錐台形状のコーン54を丸セパ53の両端部に螺止固定したタイプを使用することを前提とする。
なお、説明に差し支えのない左右対称部分の片方図面は省略する。
Hereinafter, this embodiment will be described in more detail with reference to FIGS.
It is assumed that the horizontal butterfly material 14 that supports the back of the panel form 1 is a single tube 48.6φ and the intermediate rib 49 is a crosspiece 67. Further, as shown in FIG. 17, the conventional round separator 53 is a type in which a cone 54 having a substantially truncated cone shape is screwed and fixed to both ends of a round separator 53 on male screws provided with round threads on both ends of a round steel. It is assumed that is used.
In addition, the one-side drawing of the symmetrical part which does not interfere with description is abbreviate | omitted.

本発明による前記コンパネフォーム型枠1は、所用の大きさを有する、厚み12ミリ程度のラワン合板(以下、単にコンパネと言うことがある)または合成樹脂板のせき板2に、前記せき板2裏面に固定される縁リブ3と、前記せき板2と縁リブ3を固定する定着ボルト5により構成される。
前記、せき板2に縁リブ3を固定する定着ボルト5は、せき板2に食込み定着することで、定着ボルト5とナット41が一緒に回転する共回り(空回り)を防止し、せき板2に固定された縁リブ3の取付けまたは取外すためのナット41回転作業を容易にする。
前記縁リブ3の固定位置は、せき板2裏面連結部の端面より僅か後退した位置に縁リブ3を固定する。詳しくは、前記縁リブ3同士の間に板セパ7を挿入することと、型枠解体を容易にするため図4(4a)に示すように隣接するコンパネフォーム1縁リブ3同士の空き間隔を設ける。また、空き間隔を設けることで隣接するコンパネフォーム1せき板2の密接性がよくなる。
The panel form 1 according to the present invention has a required size, a lauan plywood having a thickness of about 12 mm (hereinafter simply referred to as a panel) or a synthetic resin plate 2 and the plate 2 An edge rib 3 fixed to the back surface and a fixing bolt 5 for fixing the dam plate 2 and the edge rib 3 are configured.
The fixing bolt 5 for fixing the edge rib 3 to the dam plate 2 bites into and fixes the dam plate 2 to prevent the fixing bolt 5 and the nut 41 from rotating together (i.e., idle rotation). This makes it easy to rotate the nut 41 for attaching or removing the edge rib 3 fixed to the head.
The edge rib 3 is fixed at a position slightly retracted from the end face of the bottom plate 2 back surface connecting portion. Specifically, as shown in FIG. 4 (4a), the space between adjacent panel panel 1 edge ribs 3 is set to allow the plate separator 7 to be inserted between the edge ribs 3 and to facilitate the formwork disassembly. Provide. Moreover, the closeness of the adjacent panel form 1 board 2 improves by providing a space | interval.

図1は、連結するコンパネフォーム型枠1縁リブ3同士間に挟み込む板セパ7と横バタ材締付具8が連結具6により挟持され、その挟持された横バタ材締付具8の上下に横バタ材14を配置固定した状態を示し、その下方に横バタ材仮置具9が連結具6により挟持された状態を示す正面図。
図2は、図1のA‐A線断平面図あり、連結具6により、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み込んだ状態で、縁リブ3同士及び板セパ7に設けられたガイドピン21挿入用の孔に連結具6ガイドピン21を挿入し、挿入したことで出現するガイドピン21の先端部に横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピン21の先端部に嵌め込むことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、前記ガイドピン21の後端部に嵌着する可動部材25の背部を押圧するネジボルト26を回転させることで押圧して挟持した状態を示す。
FIG. 1 shows that a panel separator 7 and a horizontal butterfly material clamp 8 sandwiched between the panel form frame 1 edge ribs 3 to be coupled are clamped by the coupling tool 6, and the horizontal butterfly material clamp 8 above and below the clamped horizontal butterfly material clamp 8. The front view which shows the state which arranged and fixed the horizontal butterfly material 14 in the figure, and shows the state by which the horizontal butterfly material temporary placement tool 9 was clamped by the connection tool 6 in the downward direction.
FIG. 2 is a cross-sectional plan view taken along the line AA of FIG. 1, with the panel separator 7 sandwiched between the panel ribs 3 of the panel form 1 to be connected by the connector 6, and the edge ribs 3 and the plate separator. The guide pin 21 is inserted into the hole for inserting the guide pin 21 provided in the guide pin 21 and is inserted into the front end portion of the guide pin 21 that appears as a result of the insertion. The receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 that appears when the hole 32 is fitted into the distal end portion of the guide pin 21, and is fitted into the rear end portion of the guide pin 21. The state which pressed and clamped by rotating the screw volt | bolt 26 which presses the back part of the movable member 25 to perform is shown.

前記板セパ7は、金属材または合成樹脂材により、所用の長さを有する帯状の両端部にガイドピン21挿入用の孔を設け、その孔から壁心方に、詳しくは、前記コンパネフォーム型枠1せき板2のコンクリート面側から1ミリ程度壁心方の位置に、折り曲げて切取ることを可能にする概略Vカット状の断面欠損部12を形成する。
したがって、コンクリート打ち放し素地仕上げでは、切除部から錆が発生しない合成樹脂製のものを使用することが好まれる。しかし、コンクリート硬化後の漏水の発生を防止するため、周面部分の全体に亘って万遍なくエンボス状の凹凸加工をすることが望ましい。
前記合成樹脂製の板セパ7を使用することは、従来の冷間加工した金属製丸セパのものと概略同様の強度が得られることと、コンクリート面から切除した部分の後処理が省略できることにある。
前記板セパ7の断面寸法は、金属材の場合は厚み2.3ミリ程度x幅30ミリ程度とし、合成樹脂材の場合は厚み5ミリ程度x幅30ミリ程度が望ましい。
The plate separator 7 is formed of a metal material or a synthetic resin material with holes for inserting guide pins 21 at both ends of the belt-like shape having a desired length. A substantially V-cut cross-sectional defect portion 12 that can be bent and cut is formed at a position about 1 mm from the concrete surface side of the frame 1 siding plate 2 toward the wall center.
Therefore, it is preferable to use a synthetic resin that does not generate rust from the cut portion in the concrete-released base finish. However, in order to prevent the occurrence of water leakage after the concrete is hardened, it is desirable that the embossed unevenness be uniformly processed over the entire peripheral surface portion.
The use of the synthetic resin plate separator 7 can provide the same strength as that of a conventional cold-worked metal round separator, and the post-treatment of the portion cut from the concrete surface can be omitted. is there.
The cross-sectional dimension of the plate separator 7 is preferably about 2.3 mm thick x about 30 mm wide in the case of a metal material, and about 5 mm thick x about 30 mm wide in the case of a synthetic resin material.

図3は、図1のB‐B線断平面図であり、連結するコンパネフォーム型枠1縁リブ3同士を連結するガイドピン21挿入用の孔44に、連結具6ガイドピン21を挿入したことで出現するガイドピン21先端部に、横バタ材仮置具9に設けられたガイドピン21挿入用の孔36を前記ガイドピン21の先端部に嵌めこむことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、前記ガイドピン21の後端部軸心に設けられた雌ネジ22に、可動部材25を介して螺着するネジボルト26を回転させてコンパネフォーム型枠1縁リブ3同士及び横バタ材仮置具9を一緒に押圧して挟持した状態を示す。
これによって、長尺物である横バタ材14の配置作業において、直接手の届かない高所部では、横バタ材14を一旦仮置することで安全かつ、作業能率が向上する。また、型枠解体時の横バタ材14落下防止養生に役立つ。
FIG. 3 is a plan view taken along the line BB of FIG. 1, and the connector 6 guide pin 21 is inserted into the hole 44 for inserting the guide pin 21 that connects the panel form frame 1 edge ribs 3 to each other. The insertion of the receiving pin 29 that appears when the hole 36 for inserting the guide pin 21 provided in the horizontal butterfly temporary holder 9 is fitted into the distal end of the guide pin 21 at the distal end of the guide pin 21 that appears. A receiving pin 29 is inserted into the insertion hole 23, and a screw bolt 26 screwed through a movable member 25 is rotated on a female screw 22 provided at the rear end portion axial center of the guide pin 21. The state which pressed and clamped the panel form frame 1 edge ribs 3 and the horizontal butterfly material temporary placement tools 9 together is shown.
Accordingly, in the placement work of the horizontal butterfly material 14 which is a long object, the horizontal butterfly material 14 is temporarily placed temporarily at a high place where it cannot be directly reached, and the work efficiency is improved safely. Moreover, it is useful for the horizontal flap material 14 fall prevention curing at the time of mold form dismantling.

図4(4a)は、連結するコンパネフォーム型枠1縁リブ3同士の挟持状態を示す断平面であり、隣接する相互のコンパネフォーム型枠1縁リブ3同士に設けられた連結具6ガイドピン21挿入用の孔44にガイドピン21を挿入し、前記ガイドピン21を挿入したことで出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、そして、連結具6ガイドピン21の後端部の軸心に設けられた雌ネジに可動部材25を介して羅着するネジボルト26を回転させて締付けることで、コンパネフォーム型枠1同士の面合わせ及びレベル合わせが決定的になる。なお、図に示す符号tは連結具6ガイドピン21の受止ピン29と可動部材25により連結する縁リブ3同士を挟む挟み代を示す。なお、符号cは縁リブ3同士間の空き間隔を示す。前記縁リブ3同士間の空き間隔は、図16(図16b)に示すように、型枠解体時に片方側のコンパネフォーム型枠1を梃子用バール66で抉ることで縁リブ3同士が接触して絡むことを避けるためである。
また、隣接するコンパネフォーム型枠1縁リブ3同士を連結するには、前記縁リブ3同士の両外側に突出部4があるため、本願のネジボルト26により押圧して挟持する連結具6を使用することになる。
さらに、前記連結具6ガイドピン21に板セパ7を挿着しない個所は、コンクリート荷重を殆ど受けないため、軽くて携帯に適した合成樹脂製を使用することで持運び携帯が便利となる。
FIG. 4 (4 a) is a cutting plane showing a sandwiched state between the panel form frame 1 edge ribs 3 to be connected, and a connector 6 guide pin provided between adjacent panel form frame 1 edge ribs 3. 21. Insert the guide pin 21 into the hole 44 for insertion, insert the receiving pin 29 into the insertion hole 23 for inserting the receiving pin 29 that appears when the guide pin 21 is inserted, and guide the connector 6 By rotating and tightening a screw bolt 26 that is mounted on the female screw provided at the axial center of the rear end portion of the pin 21 via the movable member 25, the surface alignment and level alignment between the panel form frames 1 are decisive. become. In addition, the code | symbol t shown in the figure shows the pinch | interval margin which pinches | interposes the edge ribs 3 connected with the receiving pin 29 of the connector 6 guide pin 21 and the movable member 25. In addition, the code | symbol c shows the space | gap space between edge ribs 3. FIG. As shown in FIG. 16 (FIG. 16 b), the gap between the edge ribs 3 is such that the edge ribs 3 come into contact with each other by rolling the panel form 1 on one side with the insulator bar 66 when the mold is disassembled. This is to avoid entanglement.
Further, in order to connect adjacent panel panel formwork 1 edge ribs 3, since there are protrusions 4 on both outer sides of the edge ribs 3, a connecting tool 6 that is pressed and clamped by the screw bolt 26 of the present application is used. Will do.
Furthermore, since the place where the plate separator 7 is not inserted into the connector 6 guide pin 21 receives almost no concrete load, it is easy to carry and carry by using a synthetic resin that is light and suitable for carrying.

図4(4b)は、コンパネフォーム型枠1縁リブ3と従来の樹脂成形型枠92縁リブ85を押圧して挟持した状態を示す断平面図であって、符号Jは連結するせき板2同士の継目位置を示し、符号tは連結具6ガイドピン21の受止ピン29と可動部材25により連結する縁リブ3と樹脂成形型枠92の縁リブ85を挟む挟み代を示す。   FIG. 4 (4b) is a cross-sectional plan view showing a state in which the panel foam frame 1 edge rib 3 and the conventional resin molding frame 92 edge rib 85 are pressed and clamped. The joint position between the edge rib 3 and the edge rib 85 of the resin molding die 92 that are connected by the receiving pin 29 of the connector 6 guide pin 21 and the movable member 25 and the edge rib 85 is shown.

図5は、本発明による横バタ材締付具8を示す正面図であり、前記横バタ材締付具8は、所用寸法の金属板を図5に示すように長辺側の嵌着辺30と短辺側の連結辺31からなる概略不等辺L型状の嵌着辺30にガイドピン21が挿通する孔32を穿孔し、前記連結辺31にフォームタイ(登録商標)と称する軸ボルト17の基部56に設けられた雌ネジと螺合するための連結ボルト18挿通用の孔16を穿孔した嵌着体15を、前記嵌着体15連結辺31に設けられた連結ボルト18挿通用の孔16心と前記軸ボルト17の基部56に設けられた雌ネジのネジ心を合致させて連結ボルト18により螺止固定した連結状態を示す。
前記フォームタイ(登録商標)と称する軸ボルト17は、基部56とネジ部からなる軸ボルト17に座具10を介してナット11を螺合し、末端はナット11外れ防止用の圧搾突起20が形成されている。
前記嵌着体15は、ガイドピン21に嵌着した状態で、嵌着体15の垂直支持部33が縁リブ3に当接することで、ガイドピン21を軸とする前記嵌着体15の回転を止め、横バタ材締付具8の水平状態を支持することになる。
FIG. 5 is a front view showing a horizontal butterfly material fastener 8 according to the present invention. The horizontal butterfly material fastener 8 has a metal plate having a desired size as shown in FIG. A hole 32 through which the guide pin 21 is inserted is drilled in a substantially unequal side L-shaped fitting side 30 composed of a connection side 31 and a short side 30, and a shaft bolt called Foam Tie (registered trademark) is formed in the connection side 31. The fitting body 15 having a hole 16 for inserting the connecting bolt 18 for screwing into the female screw provided in the base portion 56 of the base 17 is inserted into the connecting bolt 18 provided on the connecting body 15 connecting side 31. This shows a connected state in which the hole 16 core of this shaft and the screw core of the female screw provided on the base portion 56 of the shaft bolt 17 are matched and screwed and fixed by the connecting bolt 18.
The shaft bolt 17 referred to as “foam tie” (registered trademark) has a nut 11 screwed into a shaft bolt 17 including a base portion 56 and a screw portion via a seating tool 10, and a squeezing projection 20 for preventing the nut 11 from coming off at the end. Is formed.
In the state where the fitting body 15 is fitted to the guide pin 21, the vertical support portion 33 of the fitting body 15 abuts on the edge rib 3, whereby the fitting body 15 rotates around the guide pin 21. And the horizontal state of the horizontal butterfly material fastener 8 is supported.

図6は、横バタ材仮置具9を示す正面図であり、前記横バタ材仮置具9は、図6に示すように垂直支持部34と水平部35からなる概略四角形の金属板に、前記金属板の垂直部34の縁リブ3側に連結具6ガイドピン21が挿通する孔36を穿孔し、前記水平部35上端に横バタ材14落防のため概略凹状に切除した横バタ材載置部37を形成し、前記垂直部34が縁リブ3と当接することでガイドピン21を軸とする回転を止め、横バタ材仮置具9の水平状態を支持することになる。   FIG. 6 is a front view showing the horizontal butterfly material temporary placing tool 9, and the horizontal butterfly material temporary placing tool 9 is formed on a substantially rectangular metal plate comprising a vertical support portion 34 and a horizontal portion 35 as shown in FIG. A hole 36 through which the connector 6 guide pin 21 is inserted is drilled in the edge rib 3 side of the vertical portion 34 of the metal plate, and the horizontal flap 35 is cut into a substantially concave shape at the upper end of the horizontal portion 35 to prevent the horizontal flap 14 from falling. The material placing portion 37 is formed, and the vertical portion 34 comes into contact with the edge rib 3 to stop the rotation around the guide pin 21 and support the horizontal state of the horizontal butterfly material temporary placement tool 9.

図7は、本発明による連結具6の外観(上半分)及び断面(下半分)を示す説明用の拡大図であり、前記連結具6は、所用の長さを有する外径が4ミリ程度の丸鋼の上端部を概略P型状に屈曲形成し、他方先端部は、先端に近い程径が小さくなるテーパーを形成した受止ピン29と、
所用の長さを有する内径が6ミリ程度で外径が13ミリ程度の円筒部材の先端に近い程径が小さくなるテーパーを形成したテーパー部に、前記テーパー部の先端を保護する概略リベット状の緩衝部材24を挿着固定し、そして、前記テーパー部の後方に受止ピン29挿入用の挿通孔23を穿孔し、前記挿通孔23から所用の長さを有する後端部の軸心に7ミリ程度の雌ネジ22を形成してなるガイドピン21と、
前記ガイドピン21の後端部に嵌着する概略エンドキャップ状の軸心にネジボルト26が挿通する孔を穿孔した可動部材25と、前記ネジボルト26とを備え、
前記ガイドピン21に設けられた受止ピン29挿入用の挿通孔23に挿入する受止ピン29と、そして、前記ガイドピン21の後端部に設けられた雌ネジ22に可動部材25を介して螺着するネジボルト26とにより構成される。なお、可動部材25とネジボルト26の間に丸座金28を介在させることでネジボルト26の回転がスムーズになる。
FIG. 7 is an enlarged view for explanation showing the appearance (upper half) and the cross section (lower half) of the connector 6 according to the present invention, and the connector 6 has a required outer diameter of about 4 mm. The upper end of the round steel is bent into a generally P shape, and the other end is formed with a receiving pin 29 having a taper that decreases in diameter as it approaches the tip.
A tapered portion having a taper that decreases in diameter as it approaches the tip of a cylindrical member having an inner diameter of about 6 mm and an outer diameter of about 13 mm having a desired length, has a generally rivet shape that protects the tip of the taper portion. A buffer member 24 is inserted and fixed, and an insertion hole 23 for inserting a receiving pin 29 is drilled behind the tapered portion, and a shaft center of a rear end portion having a predetermined length from the insertion hole 23 is 7. A guide pin 21 formed with a female screw 22 of about millimeters;
A movable member 25 having a hole through which a screw bolt 26 is inserted in a substantially end cap-shaped shaft center fitted to the rear end portion of the guide pin 21, and the screw bolt 26;
A receiving pin 29 inserted into the insertion hole 23 for inserting the receiving pin 29 provided in the guide pin 21 and a female screw 22 provided in the rear end portion of the guide pin 21 via a movable member 25. And a screw bolt 26 to be screwed. The screw bolt 26 can be smoothly rotated by interposing the circular washer 28 between the movable member 25 and the screw bolt 26.

前記ネジボルト26は、6角ボルトの頭部に6角レンチまたはドライバー等のネジ回し工具掛止用の掛止部27に掛止穴27または6角穴を設ける。
前記緩衝部材24は、前記ガイドピン21の抜取り時にハンマー等により叩くことで、ガイドピン21の先端部に加わる衝撃を緩和させるためであり、前記先端部の内径に概略リベット状の硬質材による緩衝部材24を挿着固定する。
The threaded bolt 26 is provided with a retaining hole 27 or a hexagonal hole in a retaining part 27 for retaining a screwing tool such as a hexagonal wrench or a screwdriver at the head of the hexagonal bolt.
The buffer member 24 is for reducing the impact applied to the tip end portion of the guide pin 21 by hitting with a hammer or the like when the guide pin 21 is pulled out. The member 24 is inserted and fixed.

前記連結具6の許容力については、縁リブ3同士間に板セパ7を挟み連結する個所では、流し込むコンクリートの荷重を板セパ7が支持し、前記荷重は連結する縁リブ3同士に挿着するガイドピン21のせん断応力により支持される。
なお、流し込むコンクリート52の荷重は、せき板2に対して垂直に作用することで、ガイドピン21に作用する引張応力は殆ど受けないため、前記ガイドピン21に板セパ7を挿着しない個所は軽い合成樹脂製を使用すると持運びが便利である。
With respect to the allowable force of the connector 6, the plate separator 7 supports the load of the concrete to be poured in the place where the plate separator 7 is connected between the edge ribs 3, and the load is inserted between the edge ribs 3 to be connected. The guide pin 21 is supported by the shearing stress.
In addition, since the load of the concrete 52 to be poured acts perpendicularly to the bottom plate 2 and receives almost no tensile stress acting on the guide pin 21, the portion where the plate separator 7 is not inserted into the guide pin 21 is as follows. Use of light synthetic resin is convenient to carry.

図8は、本発明によるせき板2と縁リブ3を固定する金属製の定着ボルト5拡大図であり、前記定着ボルト5の形状は、
頭部38が概略円錐皿状で胴体部39が概略角錐台形楔状でネジ部40がナット41と螺合する雄ネジで一体に形成されている。
前記定着ボルト5は、せき板2に予め設けられた孔42に前記定着ボルト5を差込み、前記定着ボルト5の頭部38を金槌等で叩き込むことで頭部38及び胴体部39がせき板2に食込み定着され、前記定着ボルト5とナット41の回り(空回り)を防止する。そのため、定着ボルト5の空回りを防止するドライバー等の掛止作業が不要となることから、せき板2と縁リブ3の固定作業及びせき板2の取替作業を容易にすることのみならず、型枠解体時において、図15(15a)に示すように連結するコンパネフォーム型枠1せき板2を残置した状態で片方の縁リブ3のナット41を回転させて縁リブ3を取外し、図15(15b)に示すように他方の縁リブ3に設けられた連結用の孔44に梃子用バール58の先端部を差込み、抉ることで梃子の原理によりコンパネフォーム型枠1は簡単に剥離(脱型)する。
FIG. 8 is an enlarged view of a metal fixing bolt 5 for fixing the bottom plate 2 and the edge rib 3 according to the present invention. The shape of the fixing bolt 5 is as follows.
The head portion 38 is formed in a generally conical dish shape, the body portion 39 is formed in a substantially truncated pyramid wedge shape, and the screw portion 40 is integrally formed with a male screw that is screwed into the nut 41.
The fixing bolt 5 is inserted into the hole 42 provided in advance on the dam plate 2 and the head 38 and the body portion 39 are moved to the dam plate 2 by hitting the head 38 of the fixing bolt 5 with a hammer or the like. The fixing bolt 5 and the nut 41 are prevented from rotating together (idling). Therefore, since it is not necessary to perform a latching operation such as a screwdriver for preventing the fixing bolt 5 from spinning around, not only the fixing operation of the dam plate 2 and the edge rib 3 and the replacement operation of the dam plate 2 are facilitated, At the time of disassembling the formwork, as shown in FIG. 15 (15a), the nut 41 of one edge rib 3 is rotated with the panel form 2 to be connected left as shown in FIG. As shown in (15b), the tip of the insulator bar 58 is inserted into the connecting hole 44 provided in the other edge rib 3, and the panel form 1 is easily peeled off (removed by the lever principle). Type).

図9は、コンパネフォーム型枠1を構成するせき板2と縁リブ3の固定手順を示す説明図であり、図9(9a)は、予め設けられたせき板2の孔42に定着ボルト5を差し込む状態を示す。図9(9b)は、定着ボルト5の頭部38を金槌等で叩き込むことで定着ボルト5の頭部38と胴体部39がせき板2食込み定着した状態を示す。図9(9c)は、定着ボルト5に縁リブ3に設けられた孔43を嵌めた状態である。図9(9d)は、せき板2に縁リブ3が固定された状態であり、符号Cは、連結するコンパネフォーム型枠1縁リブ3同士の空き間隔である。前記空き間隔は型枠解体を有利にすることと、前記空き間隔内に板セパ7を介在させるためである。
これによって、定着ボルト5がせき板2に食込み定着されることで、ナット41が螺合するせき板2の裏側から一方的にナット41回転作業ができるため、せき板2の表側からの作業が不要となる。
FIG. 9 is an explanatory view showing a fixing procedure of the slat plate 2 and the edge rib 3 constituting the panel form 1, and FIG. 9 (9 a) shows a fixing bolt 5 in the hole 42 of the slat plate 2 provided in advance. Indicates the state of inserting. FIG. 9 (9 b) shows a state in which the head 38 and the body portion 39 of the fixing bolt 5 are bitten and fixed by hitting the head 38 of the fixing bolt 5 with a hammer or the like. FIG. 9 (9 c) shows a state in which a hole 43 provided in the edge rib 3 is fitted to the fixing bolt 5. FIG. 9 (9 d) shows a state in which the edge rib 3 is fixed to the dam plate 2, and a symbol C is an empty space between the panel form frame 1 edge ribs 3 to be connected. This is because the gap is advantageous for formwork disassembly and the plate separator 7 is interposed in the gap.
As a result, the fixing bolt 5 is bitten and fixed on the bottom plate 2 so that the nut 41 can be rotated unilaterally from the back side of the bottom plate 2 into which the nut 41 is screwed. It becomes unnecessary.

前記、縁リブ3は、所用の長さを有する、概略L型状の固定辺46と連結辺47からなり、連結辺47の端部内角面側に概略ムダ折形状の突出部4を形成した形成材の連結辺47に外径が13ミリφ程度のガイドピン21挿入用の孔44を一定間隔に設け、固定辺46には定着ボルト5が挿通する孔43を一定間隔に設ける。
前記縁リブ3連結辺47の端部内角面側に突出部4を形成したことは、縁リブ3の断面係数を多くすることで、規定の強度を保ち、縁リブ3材を軽量化にすることにある。
The edge rib 3 is composed of a substantially L-shaped fixed side 46 and a connecting side 47 having a desired length, and a substantially waste-folded protruding portion 4 is formed on the inner corner surface side of the connecting side 47. Holes 44 for inserting guide pins 21 having an outer diameter of about 13 mmφ are provided at regular intervals in the connecting side 47 of the forming material, and holes 43 through which the fixing bolts 5 are inserted are provided at regular intervals on the fixed side 46.
The fact that the protruding portion 4 is formed on the inner corner surface side of the edge rib 3 connecting side 47 increases the section modulus of the edge rib 3 to maintain a prescribed strength and reduce the weight of the edge rib 3 material. There is.

図10は、コンパネフォーム型枠1の出スミ部、入スミ部の連結状態の断平面を示す説明図であり、図10(10a)に示すコンパネフォーム型枠1入スミ部に固定される入りスミリブ45は、所用の長さを有する、固定辺とせき板部と連結辺からなる概略コ字形状の形成材を使用し、前記固定辺に定着ボルト5が挿通する孔を一定間隔に設け、連結辺にはコンパネフォーム型枠1縁リブ3に設けられたガイドピン21挿入用の孔44と合致する位置に前記孔44と同じ孔を穿孔する。
なお、スラブ型枠にコンパネフォーム型枠1を使用する場合は、スラブ型枠の連結部に入りスミリブ45を固定する。
図10(10a)に示すコンパネフォーム型枠1出スミ部を連結する出スミ連結材48は所用の長さを有する、一方辺と他方辺からなる二等辺の概略L字形断面の形成材を使用し、前記一方辺と他方辺にはコンパネフォーム型枠1縁リブ3に設けられたガイドピン21挿入用の孔44と合致する位置に前記孔44と同じ孔を穿孔する。
FIG. 10 is an explanatory view showing a cutting plane of the connected state of the outgoing and incoming sump portions of the panel form mold 1, and the entrance fixed to the panel form mold 1 incoming sum shown in FIG. 10 (10 a). The smilib 45 uses a substantially U-shaped forming material comprising a fixed side, a ridge plate portion, and a connecting side having a required length, and provides holes through which the fixing bolts 5 are inserted at fixed intervals. On the connecting side, the same hole as the hole 44 is drilled at a position matching the hole 44 for inserting the guide pin 21 provided on the edge rib 3 of the panel form frame 1.
In addition, when using the panel form mold 1 for a slab mold, it enters the connecting portion of the slab mold and fixes the smilib 45.
The panel connecting form 48 shown in FIG. 10 (10a) for connecting the panel forming form 1 protruding part uses a forming material having a required length and having a substantially L-shaped cross section with an isosceles side composed of one side and the other side. Then, on the one side and the other side, the same hole as the hole 44 is drilled at a position that coincides with the hole 44 for inserting the guide pin 21 provided in the rib 1 on the panel form frame 1.

図11、は、本発明にかかる板セパ7と横バタ材締付具8を使用して組立てた型枠構成の一例を示す参考図であり、波線で囲む符号D1の部分は、連結するコンパネフォーム型枠1縁リブ3同士を連結具6による連結した状態を示す(図4(4a)参照。)。
また、波線で囲む符号D2の部分は、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記板セパ7を挟む縁リブ3同士と横バタ材締付具8を一緒に挟み連結具6により押圧して挟持し、前記横バタ材締付具8の上下に横バタ材14を配置固定した状態を示す(図1、図2参照。)。
また、波線で囲む符号D3の部分は、連結するコンパネフォーム型枠1の連結部において、横バタ材仮置具9を連結具6により押圧して挟持した状態を示す(図3参照。)。
FIG. 11 is a reference diagram showing an example of a mold configuration assembled by using the plate separator 7 and the horizontal butterfly material fastener 8 according to the present invention. A state in which the foam frame 1 edge ribs 3 are connected to each other by the connecting tool 6 is shown (see FIG. 4 (4a)).
In addition, the part indicated by the reference numeral D2 surrounded by the wavy line sandwiches the plate separator 7 between the panel form frame 1 edge ribs 3 to be connected, and the edge ribs 3 sandwiching the plate separator 7 and the horizontal butterfly material fastener 8 together. Fig. 2 shows a state in which the horizontal butterfly material 14 is arranged and fixed above and below the horizontal butterfly material fastening tool 8 by being pressed by the pinch connecting tool 6 (see Figs. 1 and 2).
Moreover, the part of the code | symbol D3 enclosed with a wavy line shows the state which pressed and clamped the horizontal butterfly material temporary placement tool 9 with the connection tool 6 in the connection part of the connected panel form frame 1 (refer FIG. 3).

図12は、図11のC−C線断平面図であり、符号Wは、壁型枠に作用するコンクリート52荷重の方向であり、コーナー部分のコンクリート52荷重を支持するため、外部側の横バタ材14が交差する交差部50をクランプ等で固定する。   FIG. 12 is a cross-sectional plan view taken along the line CC of FIG. 11. Reference numeral W denotes the direction of the concrete 52 load acting on the wall formwork, and in order to support the concrete 52 load at the corner portion, The intersecting portion 50 where the butterfly material 14 intersects is fixed with a clamp or the like.

図13、は、従来の丸セパ10と従来の横バタ材締付具69を使用した型枠構成の一例を示す参考図であり、波線で囲む符号D1の部分は、連結するコンパネフォーム型枠1縁リブ3同士を連結具6による連結状態を示す(図4(4a)参照。)。
また、波線で囲む符号D2の部分は、対向する両側のコンパネフォーム型枠1せき板2の間隔を支持するため、せき板2を挟み従来の丸セパ10に螺着するコーン54のネジ部55と従来の横バタ材締付具69を螺止固定し、前記横バタ材締付具69の上下に横バタ材14を配置固定した状態を示す(図17参照。)。
したがって、従来の丸セパ10を使用することで、横バタ材14及び従来の横バタ材締付具69は、縁リブ3及び中間リブ49が受けるコンクリート荷重を支持することになる。
FIG. 13 is a reference diagram showing an example of a mold configuration using a conventional round separator 10 and a conventional horizontal flap fastener 69, and a portion D1 surrounded by a wavy line is a panel form frame to be connected. One edge rib 3 is shown in a connected state by a connecting tool 6 (see FIG. 4 (4a)).
Further, a portion indicated by reference numeral D2 surrounded by a wavy line is a threaded portion 55 of a cone 54 that is screwed to a conventional round separator 10 with the sill plate 2 interposed therebetween in order to support the gap between the opposing panel form frame 1 sill plate 2. And FIG. 17 shows a state in which the horizontal butterfly material fastener 69 is screwed and fixed, and the horizontal butterfly material 14 is arranged and fixed above and below the horizontal butterfly material fastener 69 (see FIG. 17).
Therefore, by using the conventional round separator 10, the horizontal butterfly member 14 and the conventional horizontal butterfly material fastener 69 support the concrete load received by the edge rib 3 and the intermediate rib 49.

図14は、図13のD−D線断平面図であり、符号Wは、壁型枠に作用するコンクリート52荷重の方向であり、コーナー部分のコンクリート52荷重を支持するため、外部側の横バタ材14が交差する交差部50をクランプ等で固定する。   FIG. 14 is a sectional view taken along the line D-D in FIG. 13, and the symbol W indicates the direction of the concrete 52 load acting on the wall formwork. The intersecting portion 50 where the butterfly material 14 intersects is fixed with a clamp or the like.

図15は、本発明にかかる板セパ7とコンパネフォーム型枠1により構成された型枠解体手順を示す説明図であり、図15(15a)は、コンクリート52固化後、連結具6を外しコンパネフォーム型枠1せき板2を残置した状態で、片方の縁リブ3を固定するナット41を回転させて縁リブ3を取外した状態を示す。なお、符号sは板セパ7と縁リブ3との空き間隔であり、前記空き間隔は、連結するせき板2同士の連結部を密接に閉塞することと、型枠解体において板セパ7と縁リブ3の接触によるコンパネフォーム型枠1の損傷を防止するためである。
図15(15b)は、片方の縁リブ3を取外したことで他方の縁リブ3に設けられた連結具6ガイドピン21挿入用の孔44に梃子用バール58の先端を差込む状態を示す。
図15(15c)は、他方の縁リブ3の孔44に梃子用バール58の先端を差込み、残置したコンパネフォーム型枠1せき板2を反力の支点とし、矢印方向に抉ることで、コンクリート52からコンパネフォーム型枠1せき板2が剥離(脱型)する状態を示す。
FIG. 15 is an explanatory view showing a procedure for disassembling a mold formed by the plate separator 7 and the panel forming mold 1 according to the present invention. FIG. 15 (15 a) is a diagram in which the connector 6 is removed after the concrete 52 is solidified. The state which removed the edge rib 3 by rotating the nut 41 which fixes one edge rib 3 in the state which left the foam formwork 1 sill board 2 is shown. Reference numeral s denotes an empty space between the plate separator 7 and the edge rib 3. The empty space closes the connecting portion between the connecting plates 2 and connects the plate separator 7 and the edge in the mold dismantling. This is to prevent damage to the panel form 1 due to contact of the ribs 3.
FIG. 15 (15 b) shows a state in which the tip of the insulator bar 58 is inserted into the hole 44 for inserting the connector 6 guide pin 21 provided in the other edge rib 3 by removing one edge rib 3. .
FIG. 15 (15 c) shows that the tip of the insulator bar 58 is inserted into the hole 44 of the other edge rib 3, and the remaining panel panel form 1 slat 2 is used as a fulcrum for the reaction force. 52 shows a state where the panel form mold 1 and the support plate 2 are peeled off (demolded).

図16は、従来の丸セパ53と本発明のコンパネフォーム型枠1により構成された型枠解体において、型枠解体作業に使用する本発明の掛止具59の使用状況を示す説明図であり、前記掛止具59は、図16(16a)に示すように、縁リブ3に設けられたガイドピン21挿入用の孔44に挿入する、所用の長さを有する丸鋼の一方基部と他方ネジ部を有する掛止ボルト60と、前記ネジ部に螺合するナットと、
断面が4ミリX32ミリ程度で所用の長さを有する金属板の一方端部に掛止ボルト60挿着用の孔を穿孔し、他方端部に梃子用バール64差込用の孔を穿孔したボルト受板61とを備え、
前記ボルト受板61に穿孔された掛止ボルト60挿通用の孔に前記掛止ボルト60の基部を挿着して溶着固定する。
これについては、型枠解体に必要とされる位置に前記掛止具59を固定することになり、したがって、コンパネフォーム型枠1組立時において、隣接するコンパネフォーム型枠1縁リブ3同士間側から縁リブ3に設けられたガイドピン21挿入用の孔44に掛止具59掛止ボルト60を挿入してナット62で締付固定する。
そして、コンクリート52打設固化後のコンパネフォーム型枠1解体作業において、連結するコンパネフォーム型枠1縁リブ3同士間に固定された掛止具59の梃子用バール64差込用の孔に梃子用バール64の先端部を差込み、そして、掛止具59が固定されていない側のコンパネフォーム型枠1に支持台63を配備し、前記支持台63を支点に梃子用バール64の末端部を抉ることでコンパネフォーム型枠1は簡単に剥離(脱型)する。
図16(16b)は、コンクリート52固化後1枚目のコンパネフォーム型枠1を脱型後、コンクリート52面と2枚目のコンパネフォーム型枠1の間に梃子用バール66を差込み、コンクリート52面を反力の支点とし、梃子用バール66で抉る状態を示す。
これによって、コンパネフォーム型枠1せき板2に設けられた複数のセパ孔57と丸セパ53に螺着するコーン54のネジ部55が張り合うように絡むことで型枠解体を困難にする。
また、コンクリート52面とコンパネフォーム型枠1の間に梃子用バール66を差込み、無理に抉ることでせき板2に設けられたセパ孔57とコーン54のネジ部55が張り合うことでセパ孔57の側部65が削られてセパ孔57に遊びができる。そため、4〜5回程度使用すると徐々にセパ孔57が大きくなることでせき板2の取替が求められる。
FIG. 16 is an explanatory diagram showing the usage status of the latching tool 59 of the present invention used for the mold disassembly work in the mold disassembly constituted by the conventional round separator 53 and the panel form mold 1 of the present invention. As shown in FIG. 16 (16 a), the hook 59 is inserted into a hole 44 for inserting a guide pin 21 provided in the edge rib 3, and one base and the other of a round steel having a desired length. A retaining bolt 60 having a threaded portion, a nut screwed into the threaded portion,
A bolt with a hole for inserting a retaining bolt 60 at one end of a metal plate having a cross section of about 4 mm x 32 mm and a desired length, and a hole for inserting a lever bar 64 at the other end Receiving plate 61,
A base portion of the retaining bolt 60 is inserted into a hole for inserting the retaining bolt 60 perforated in the bolt receiving plate 61 and fixed by welding.
With respect to this, the hook 59 is fixed at a position required for disassembling the formwork. Therefore, when assembling the panelform formwork 1, the side between the adjacent panelform formwork 1 edge ribs 3. Then, the latch 59 is inserted into the hole 44 for inserting the guide pin 21 provided in the edge rib 3, and the nut 62 is tightened and fixed.
Then, in the disassembly work of the panel form mold 1 after the concrete 52 is cast and solidified, the insulator bar is inserted into the hole for inserting the lever bar 64 of the hook 59 fixed between the edge ribs 3 of the panel form mold 1 to be connected. The support bar 63 is provided on the panel form 1 on the side where the latch 59 is not fixed, and the end of the lever bar 64 is used as a fulcrum. The panel form 1 is easily peeled (demolded) by turning.
In FIG. 16 (16 b), after the concrete 52 is solidified, the first panel form frame 1 is removed, and then an insulator bar 66 is inserted between the concrete 52 surface and the second panel form frame 1. A state in which the surface is used as a fulcrum of reaction force and the surface is scooped with a lever bar 66 is shown.
This makes it difficult to disassemble the mold by tangling the plurality of separator holes 57 provided in the panel form mold 1 sill plate 2 and the threaded portions 55 of the cone 54 screwed into the round separator 53 so as to stick to each other.
Further, an insulator bar 66 is inserted between the concrete 52 surface and the panel form 1 and the separator hole 57 provided in the siding plate 2 and the threaded portion 55 of the cone 54 are adhered to each other by forcibly squeezing the separator hole 57. The side portion 65 is cut to allow play in the separation hole 57. For this reason, when the separator plate 57 is used about 4 to 5 times, the separation hole 57 is gradually enlarged, so that replacement of the dam plate 2 is required.

図1、図2に示すように、本発明のコンパネフォーム型枠1及び連結具6により、連結するコンパネフォーム型枠1縁リブ3同士間に板セパ7を挟み、前記板セパ7を挟む縁リブ3同士と横バタ材締付具8嵌着体15を一緒に挟持することで型枠組立作業が合理的になる。
また、コンパネフォーム型枠1に固定する縁リブ3の連結辺47端部内角面側に突出する概略ムダ折形状の突出部4を設けて断面係数を多くしたことで縁リブ3が軽くなり、コンパネフォーム型枠1の重量が少し軽くなる特徴がある。
前記連結具6にあって、連結するコンパネフォーム型枠1縁リブ3同士の孔44に挿入するガイドピン21の先端部に受止ピン29を挿入し、前記ガイドピン21の後端部に可動部材25を介して螺着するネジボルト26を回転させることで可動部材25を動かし、挟持範囲25s(挟み代)を広く狭くする調整ができる特徴がある。
また、前記連結具6の可動部材25を押圧するボルト26の締付作業にあって、前記ガイドピン21先端部に挿入する受止ピン29が縁リブ3に当接することで前記ガイドピン21とネジボルト26が一緒に回る共回り(空回り)を防止することで、ドライバー等のネジ回し工具により片手でネジボルト26の締付作業ができることを特徴とする。
さらに、型枠解体作業において、隣接するコンパネフォーム型枠1縁リブ3同士間側から縁リブ3に設けられたガイドピン21挿入用の孔44に掛止具59掛止ボルト60を挿入してナット62で締付固定された、前記掛止具59に設けられた梃子用バール64差込用の孔に梃子用バール64の先端部を差込み、そして、掛止具59が固定されていない側のコンパネフォーム型枠1に支持台63を配備し、前記支持台63を支点に梃子用バール58の末端部を抉ることでコンパネフォーム型枠1は簡単に剥離(脱型)することを特徴とする。(図16参照)
As shown in FIG. 1 and FIG. 2, the panel separator 7 is sandwiched between the ribs 3 of the panel form 1 to be connected by the panel form 1 and the connector 6 of the present invention, and the edge that sandwiches the plate separator 7. By sandwiching the ribs 3 and the horizontal butterfly material fasteners 15 together, the assembling work becomes rational.
In addition, the edge rib 3 is lightened by providing a substantially waste-shaped protruding portion 4 that protrudes toward the inner corner surface side of the connecting side 47 end of the edge rib 3 that is fixed to the panel form 1, thereby increasing the section modulus. There is a feature that the weight of the panel form 1 is slightly reduced.
A receiving pin 29 is inserted into the distal end portion of the guide pin 21 to be inserted into the hole 44 between the panel form frame 1 edge ribs 3 to be coupled in the coupling tool 6, and movable to the rear end portion of the guide pin 21. There is a characteristic that the movable member 25 is moved by rotating the screw bolt 26 screwed through the member 25, and the clamping range 25s (the clamping margin) can be adjusted to be wide and narrow.
Further, in the tightening operation of the bolt 26 that presses the movable member 25 of the connector 6, the receiving pin 29 inserted into the distal end portion of the guide pin 21 comes into contact with the edge rib 3 to By preventing the screw bolts 26 from rotating together (idling), the screw bolts 26 can be tightened with one hand using a screwdriver such as a screwdriver.
Further, in the work of disassembling the formwork, the latch 59 is inserted into the hole 44 for inserting the guide pin 21 provided on the edge rib 3 from the side between the adjacent panel form mold 1 edge ribs 3. The end of the lever bar 64 is inserted into the hole for inserting the lever bar 64 provided in the latch 59 and fixed by the nut 62, and the side where the latch 59 is not fixed. The panel form 1 is easily peeled (demolded) by disposing the support base 63 on the panel form 1 and turning the end of the insulator bar 58 with the support base 63 as a fulcrum. To do. (See Figure 16)

また、従来の丸セパ53を使用することは、対向する一方側の型枠せき板2に固着された複数(5〜6箇所程度)の丸セパ53と、他方側の型枠せき板2(返し型枠)に設けられた複数(5〜6箇所程度)のセパ孔57とを一致させる作業に手間がかかる難点がある。これに対して、隣接する本願のコンパネフォーム型枠1と縁リブ3同士間に板セパ7を挟むことで、前記コンパネフォーム型枠1と板セパ7を使用することで前述記載の難点を解消させる特徴がある。
さらに、図4の(4b)に示すようにコンパネフォーム1縁リブ3と従来の樹脂成形型枠92の連結も可能であり、また、図22に示す樹脂成形型枠92同士の連結あるいは、メタルフォーム(登録商標)である鋼製型枠の連結にも使用ができる特徴がある。
Further, the use of the conventional round separator 53 means that a plurality (about 5 to 6 places) of round separators 53 fixed to the opposing one side mold base plate 2 and the other side mold base plate 2 ( There is a problem that it takes time to work with a plurality of (about 5 to 6) separator holes 57 provided in the return mold). On the other hand, the above-mentioned difficulty is solved by using the panel form 7 and the plate separator 7 by sandwiching the plate 7 between the adjacent panel form 1 and the edge rib 3 of the present application. There is a feature to let you.
Further, as shown in (4b) of FIG. 4, the panel form 1 edge rib 3 and the conventional resin mold frame 92 can be connected, and the resin mold frames 92 shown in FIG. It has the feature that it can be used to connect steel molds that are foam (registered trademark).

1 コンパネフォーム型枠
2 せき板
3 縁リブ
4 突出部
5 定着ボルト
6 連結具
7 板セパ
8 横バタ材締付具
9 横バタ材仮置具
10 座具
11 ナット
12 断面欠損部
13 溝
14 横バタ材
15 嵌着体
16 孔
17 軸ボルト
18 連結ボルト
19 ナット
20 圧搾突起
21 ガイドピン
22 雌ネジ
23 挿通孔
24 緩衝部材
25 可動部材
25s 挟持範囲
26 ネジボルト
27 掛止穴
28 丸座金
29 受止ピン
30 嵌着辺
31 連結辺
32 孔
33 垂直支持部
34 垂直支持部
35 水平部
36 孔
37 横バタ材載置部
38 頭部
39 胴体部
40 ネジ部
41 ナット
42 孔
43 孔
44 孔
45 入りスミリブ
46 固定辺
47 連結辺
48 出スミ連結材
49 中間リブ
50 交差部
51 敷きバタ
52 コンクリート
53 丸セパ
54 コーン
55 ネジ部
56 基部
57 セパ孔
58 梃子用バール
59 掛止具
60 掛止ボルト
61 ボルト受板
62 ナット
63 支持台
64 梃子用バール
65 側部
66 梃子用バール
67 桟木
68 釘
69 横バタ材締付具
70 Hジョイント
71 仕切部
72 固定部
73 釘孔
74 釘
75 クリップ金具
76 縁リブ
77 皿ボルト
78 掛止穴
79 挿入軸部
80 アーム
81 挟持部
82 挟持幅
83a 型枠連結具
83b 型枠連結具
84 せき板
85 縁リブ
86 連結孔
87 挿入軸部
88 挿入軸部
89 ナット
90 挟持部
91 アーム
92 樹脂成形型枠
DESCRIPTION OF SYMBOLS 1 Panel form frame 2 Baffle plate 3 Edge rib 4 Protruding part 5 Fixing bolt 6 Connecting tool 7 Plate separator 8 Horizontal butterfly material fastener 9 Horizontal butterfly material temporary placing tool 10 Seating tool 11 Nut 12 Cross-sectional defect part 13 Groove 14 Horizontal Flutter material 15 Insertion body 16 Hole
17 shaft bolt 18 connecting bolt 19 nut 20 pressing projection 21 guide pin 22 female screw 23 insertion hole 24 buffer member 25 movable member 25s clamping range 26 screw bolt 27 retaining hole 28 round washer 29 receiving pin 30 fitting side 31 connecting side 32 Hole 33 Vertical support portion 34 Vertical support portion 35 Horizontal portion 36 Hole 37 Horizontal butter material placement portion 38 Head 39 Body portion 40 Screw portion 41 Nut 42 Hole 43 Hole 44 Hole 45 Entered smilb 46 Fixed side 47 Connection side 48 Connecting material 49 Intermediate rib 50 Intersection 51 Batter 52 Laying 53 Concrete 53 Round separator 54 Cone 55 Screw part 56 Base 57 Sepa hole 58 Bar for insulator 59 Stopper 60 Stopper bolt 61 Bolt receiving plate 62 Nut 63 Support base 64 For insulator Bar 65 Side 66 Insulator bar 67 Crosspiece 68 Nail 69 Next Fastener 70 H joint 71 Partition portion 72 Fixing portion 73 Nail hole 74 Nail 75 Clip fitting 76 Edge rib 77 Countersunk bolt 78 Latching hole 79 Insert shaft portion 80 Arm 81 Clamping portion 82 Clamping width 83a Formwork connector 83b Formwork connector 84 Cut plate 85 Edge rib 86 Connection hole 87 Insert shaft part 88 Insert shaft part 89 Nut 90 Holding part 91 Arm 92 Resin molding formwork

Claims (10)

所用の長さを有する概略L型状の固定辺46と連結辺47からなる前記連結辺47の端部内角面側に概略ムダ折形状の突出部4を形成し、前記連結辺47に、外径が13ミリ程度のガイドピン21挿入用の孔44を一定間隔に設け、前記固定辺46に定着ボルト5が挿通する孔43を一定間隔に設けてなる金属または合成樹脂により形成された前記縁リブ3を厚みが12ミリ程度のラワン合板(コンパネ)あるいは合成樹脂板のせき板2裏面に、隣接するせき板2同士を連結する連結部に、前記縁リブ3を定着ボルト5で固定したコンパネフォーム型枠1にあって、前記縁リブ3の連結辺47の端部内角面側に突出する概略ムダ折形状の突出部4を設けて軽くし、ネジボルト26により押圧する連結具6を使用して押圧して挟持することが可能な前記縁リブ3を前記連結部に固定することを特徴とするコンパネフォーム型枠。   A projecting portion 4 having a substantially waste-fold shape is formed on the inner corner surface side of the connecting side 47 composed of a fixed side 46 having a predetermined length and a connecting side 47, and the connecting side 47 has an outer side. The edge formed by a metal or synthetic resin in which holes 44 for inserting guide pins 21 having a diameter of about 13 mm are provided at regular intervals, and holes 43 through which the fixing bolts 5 are inserted at regular intervals. A panel in which the rib 3 is fixed to the back surface of the lauan plywood (compane) having a thickness of about 12 mm or a synthetic resin plate, and the edge rib 3 is fixed to the connecting portion connecting the adjacent weir plates 2 with fixing bolts 5. In the form frame 1, a connecting tool 6 is used which is lightened by providing a roughly fold-shaped protruding portion 4 that protrudes toward the inner corner surface side of the connecting side 47 of the edge rib 3 and pressed by a screw bolt 26. Can be pressed and pinched Control panel foam mold, wherein the Do the edge rib 3 can be fixed to the connecting portion. 隣接する相互の前記コンパネフォーム型枠1縁リブ3同士間に空き間隔を設け、前記空き間に挿通する板セパ7部分を切除いた溝13を設け、なお、型枠解体を容易にするため、前記溝13から縁リブ3の間に空き間隔を設けたことを特徴とする請求項1記載のコンパネフォーム型枠。   In order to facilitate the disassembly of the mold, a gap is provided between the adjacent panel form mold 1 edge ribs 3 adjacent to each other, a groove 13 is formed by cutting away the plate separator 7 portion inserted between the gaps, The panel formwork according to claim 1, wherein a gap is provided between the groove (13) and the edge rib (3). 前記せき板2に縁リブ3を固定する定着ボルト5にあって、頭部38は概略円錐皿状で胴体部39は概略角錐台形楔状でネジ部40はナット41と螺合する雄ネジが一体形成される定着ボルト5を、ラワン合板等のせき板2に予め設けられた前記定着ボルト5挿通用の孔42に定着ボルト5を差込み、前記定着ボルト5の頭部38を金槌等で打ち込むことで、前記頭部38と4胴体部39がせき板2に食込み定着したことで、前記定着ボルト5とナット41が一緒に回転する共回り(空回り)を防止する前記定着ボルト5でせき板2と縁リブ3を固定したことを特徴とする請求項1記載のコンパネフォーム型枠。 In the fixing bolt 5 for fixing the edge rib 3 to the dam 2, the head portion 38 has a substantially conical dish shape, the body portion 39 has a substantially truncated pyramid wedge shape, and the screw portion 40 has a male screw that is screwed with a nut 41. The fixing bolt 5 to be formed is inserted into the hole 42 for inserting the fixing bolt 5 provided in advance on the claw plate 2 such as a lauan plywood, and the head 38 of the fixing bolt 5 is driven with a hammer or the like. Then, since the head 38 and the four body portions 39 are bitten and fixed on the slat plate 2, the slat plate 2 is prevented by the fixing bolt 5 that prevents the fixing bolt 5 and the nut 41 from rotating together. The panel form frame according to claim 1, wherein the edge ribs 3 are fixed. 金属材または合成樹脂材による所用の長さを有する外径が4ミリ程度の丸鋼の上端部を概略P型状に屈曲形成し、下端部は先端に近い程径が小さくなるテーパーを形成した概略P型状の受止ピン29と、
所用の長さを有する外径が13ミリ程度で内径が6ミリ程度の円筒体の先端に近い程径が小さくなるテーパーを形成したテーパー部を設け、前記テーパー部の後方に受止ピン29挿入用の挿通孔23を設け、前記挿通孔23から所用の長さを有する後端部の軸心に雌ネジ22を形成したガイドピン21と、
連結具6ガイドピン21に嵌着する概略エンドキャップ状の軸心にネジボルト26が挿通する孔を穿孔してなる可動部材25と、
6角ボルトの頭部に6角レンチまたはドライバー等のネジ回し工具を掛止する掛止穴27を設けたネジボルト26とを備え、
前記テーパー部の後方に設けられた受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、前記ガイドピン21後端部に、前進または後退する前記可動部材25を介して螺着する前記ネジボルト26を回転させることで、受止ピン29と可動部材25の間を広くしたり狭くしたりして、挟持範囲25sの調整ができるようにしたことを特徴とする連結具。
The upper end of a round steel having a desired length of metal material or synthetic resin material and having an outer diameter of about 4 mm is bent into a generally P shape, and the lower end is formed with a taper that decreases in diameter as it approaches the tip. A generally P-shaped receiving pin 29;
A tapered portion having a taper that decreases in diameter as it is closer to the tip of a cylindrical body having a required outer diameter of about 13 mm and an inner diameter of about 6 mm is provided, and a receiving pin 29 is inserted behind the tapered portion. A guide pin 21 provided with a female screw 22 at the axial center of the rear end portion having a predetermined length from the insertion hole 23;
A movable member 25 formed by drilling a hole through which a screw bolt 26 is inserted in a substantially end cap-shaped shaft center that is fitted to the connector 6 guide pin 21;
A screw bolt 26 provided with a locking hole 27 for locking a hexagon wrench or a screwdriver such as a screwdriver on the head of the hexagon bolt;
The receiving pin 29 is inserted into the insertion hole 23 for inserting the receiving pin 29 provided behind the tapered portion, and is screwed to the rear end portion of the guide pin 21 via the movable member 25 that moves forward or backward. The coupling tool characterized in that the clamping range 25s can be adjusted by rotating the screw bolt 26 to widen or narrow the space between the receiving pin 29 and the movable member 25.
隣接する相互のコンパネフォーム型枠1縁リブ3同士を連結する孔44に連結具6ガイドピン21を挿入し、前記ガイドピン21の先端部に出現する受止ピン29挿入用の挿通孔23に受止ピン29を挿入し、前記ガイドピン21後端部に設けられた雌ネジ22に可動部材25を介して螺着するネジボルト26を回転させることで、前記コンパネフォーム型枠1縁リブ3同士を押圧して挟持することを特徴とする請求項4記載の連結具。   The connecting tool 6 guide pin 21 is inserted into the hole 44 connecting the adjacent panel form frame 1 edge ribs 3 to each other, and the insertion pin 23 for inserting the receiving pin 29 appearing at the tip of the guide pin 21 is inserted. By inserting a receiving pin 29 and rotating a screw bolt 26 screwed into a female screw 22 provided at a rear end portion of the guide pin 21 via a movable member 25, the panel form frame 1 edge ribs 3 are connected to each other. The coupling tool according to claim 4, wherein the connector is clamped by pressing. 連結具6ガイドピン21とネジボルト26の回転締付作業において、前記連結具6ガイドピン21先端のテーパー部の後方に挿入された受止ピン29が縁リブ3に当接することで、前記連結具6ガイドピン21とネジボルト26が一緒に回転する供回り(空回り)を防止する特徴がある請求項4または請求項5記載の連結具。   In the rotation fastening operation of the connecting tool 6 guide pin 21 and the screw bolt 26, the receiving pin 29 inserted behind the tapered portion at the tip of the connecting tool 6 guide pin 21 comes into contact with the edge rib 3, so that the connecting tool The coupling tool according to claim 4 or 5, wherein the 6 guide pin 21 and the screw bolt 26 are prevented from rotating together (idling). 連結具6ガイドピン21の抜取り時に前記ガイドピン21の先端をハンマー等により叩くことで、ガイドピン21の先端部に加わる衝撃を緩和させるため、前記先端部の内径に概略リベット状の緩衝部材24を挿着したことを特徴とする請求項4〜請求項6記載の連結具。   In order to reduce the impact applied to the distal end portion of the guide pin 21 by hitting the distal end of the guide pin 21 with a hammer or the like when the connecting pin 6 is extracted, the buffer member 24 having a generally rivet shape is formed on the inner diameter of the distal end portion. The coupling tool according to claim 4, wherein the connector is inserted. 所用寸法の金属板を、長辺側の嵌着辺30と短辺側の連結辺31からなる概略不等辺L型状の嵌着辺30にガイドピン21が挿通する孔32を穿孔し、前記連結辺31にフォームタイ(登録商標)と称する軸ボルト17と連結するための連結ボルト18挿通用の孔16を穿孔した嵌着体15を、前記連結ボルト18挿通用の孔心と前記軸ボルト17の基部56に設けられた雌ネジのネジ心とを一致させて連結ボルト18により連結した横バタ材締付具8を、隣接する縁リブ3同士のガイドピン21挿通用の孔44と、縁リブ3同士の外側から前記横バタ材締付具8嵌着体15に設けられた孔32と前記孔44とを一致させて連結具6ガイドピン21を挿入し、前記連結具6ガイドピン21先端部の受止ピン29挿入用の挿通孔23に受止ピン29を挿着し、そして、後端部に可動部材25を介して螺着するネジボルト26を回転させることで前記縁リブ3同士と前記横バタ材締付具8嵌着体15を一緒に押圧して挟持できるようにしたことを特徴とする横バタ材締付具。 Drilling a hole 32 through which a guide pin 21 is inserted into a substantially unequal side L-shaped fitting side 30 composed of a long side fitting side 30 and a short side coupling side 31. The fitting body 15 in which the connecting bolt 18 is inserted into the connecting side 31 with the shaft bolt 17 called Foam Tie (registered trademark) is inserted into the fitting body 15. The connecting bolt 18 is inserted into the hole core and the shaft bolt. The horizontal butterfly material fastener 8 that is connected by the connecting bolt 18 with the thread core of the female screw provided at the base portion 56 of the 17 is connected to the hole 44 for inserting the guide pin 21 between the adjacent edge ribs 3; The connecting tool 6 guide pin 21 is inserted from the outside of the edge ribs 3 so that the hole 32 provided in the horizontal butterfly material fastener 8 fitting body 15 and the hole 44 are aligned with each other, and the connecting tool 6 guide pin 21 is inserted. The receiving pin is inserted into the insertion hole 23 for inserting the receiving pin 29 at the tip of 21. 9 and the screw bolt 26 screwed to the rear end portion via the movable member 25 is rotated to press the edge ribs 3 and the horizontal butterfly material fastener 8 together 15 together. A horizontal butterfly fastener, characterized in that it can be clamped. 合成樹脂材により断面形状が5ミリx30ミリ程度で所用の長さを有するセパレート部材の両端部にガイドピン21挿入用の孔を設け、前記セパレート部材のせき板2面位置から僅かコンクリート内方向側に、折り曲げて切取ることを可能にする概略Vカット状の溝を形成した断面欠損部12を設け、
なお、コンクリート52硬化後の漏水発生を防止するため、周面部分の全体に亘って万遍なく概略凹凸状を成形した合成樹脂製の板セパ7を前記コンパネフォーム型枠1縁リブ3同士間に挟み込み、前記縁リブ3同士と板セパ7に設けられたガイドピ21挿通用の孔に前記ガイドピ21を挿入し、挿入したことで出現する前記ガイドピ21の先端部に、前記横バタ材締付具8嵌着体15に設けられた孔32を前記ガイドピ21の先端部に嵌着することで、前記横バタ材締付具8と前記板セパ7が連結することを特徴とする請求項8記載の横バタ材締付具。
A hole for inserting a guide pin 21 is provided at both ends of a separate member having a required length with a cross-sectional shape of about 5 mm × 30 mm made of a synthetic resin material. And provided with a cross-sectional defect portion 12 having a substantially V-cut groove that can be bent and cut,
In order to prevent water leakage after the concrete 52 is hardened, the synthetic resin plate separator 7 having a generally uneven shape uniformly formed over the entire peripheral surface portion is formed between the panel foam frame 1 edge ribs 3. The guide pin 21 is inserted into the hole for inserting the guide pin 21 provided between the edge ribs 3 and the plate separator 7, and the horizontal butterfly material is fastened to the tip of the guide pin 21 that appears when the guide pin 21 is inserted. The said horizontal butterfly material fastener 8 and the said plate separator 7 are connected by fitting the hole 32 provided in the tool 8 fitting body 15 in the front-end | tip part of the said guide pin 21, The said board | plate separator 7 is connected. The horizontal butterfly material fastener described.
一方基部と他方ネジ部を有する掛止ボルト60と、前記ネジ部に螺合するナット62と、
断面が4ミリX32ミリ程度で所用の長さを有する金属板の一方端部に掛止ボルト60挿着用の孔を穿孔し、他方端部に梃子用バール64差込用の孔を穿孔したボルト受板61とを備え、
前記ボルト受板61に穿孔された掛止ボルト60挿着用の孔に前記掛止ボルト60の基部を挿着し溶着固定した掛止具59を、コンパネフォーム型枠1縁リブ3に設けられたガイドピン21挿入用の孔44に掛止具59掛止ボルト60を挿入してナットで62締付固定して構成されたコンパネフォーム型枠1に打設し、コンクリート52固化後の型枠解体時に前記掛止具59ボルト受板61に設けられた梃子用バール64差込用の孔に梃子用バール64の先端を差込むことでコンパネフォーム型枠1の脱型を容易にすることを特徴とする掛止具。
A retaining bolt 60 having one base portion and the other screw portion, a nut 62 screwed into the screw portion,
A bolt with a hole for inserting a retaining bolt 60 at one end of a metal plate having a cross section of about 4 mm x 32 mm and a desired length, and a hole for inserting a lever bar 64 at the other end Receiving plate 61,
A latch 59, in which the base of the latch bolt 60 is inserted and fixed in a hole for inserting the latch bolt 60 perforated in the bolt receiving plate 61, is provided on the panel form frame 1 edge rib 3. Disassembling the formwork after the concrete 52 is solidified by inserting it into the panel form 1 formed by inserting the retainer 59 and the retaining bolt 60 into the hole 44 for inserting the guide pin 21 and tightening and fixing 62 with the nut. Sometimes, it is easy to remove the panel form 1 by inserting the tip of the insulator bar 64 into the hole for inserting the insulator bar 64 provided on the latch 59 bolt receiving plate 61. And a fastener.
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CN105442832A (en) * 2015-11-04 2016-03-30 中建七局(上海)有限公司 Formwork for concrete guide wall
CN107642236A (en) * 2017-10-12 2018-01-30 天津塔尔森科技发展有限公司 Steel structure concrete building template
KR102336377B1 (en) * 2021-04-12 2021-12-08 박정희 Reusable Variable Concrete Form Assembly for Column Structure
USD990301S1 (en) 2020-08-07 2023-06-27 Peri Se Multi-head bolt
US11788571B2 (en) 2020-08-07 2023-10-17 Peri Se Multi-head bolt and fastener system
CN107642236B (en) * 2017-10-12 2024-04-30 广西万筑建材科技有限公司 Steel structure concrete building template

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Publication number Priority date Publication date Assignee Title
CN105442832A (en) * 2015-11-04 2016-03-30 中建七局(上海)有限公司 Formwork for concrete guide wall
CN107642236A (en) * 2017-10-12 2018-01-30 天津塔尔森科技发展有限公司 Steel structure concrete building template
CN107642236B (en) * 2017-10-12 2024-04-30 广西万筑建材科技有限公司 Steel structure concrete building template
USD990301S1 (en) 2020-08-07 2023-06-27 Peri Se Multi-head bolt
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KR102336377B1 (en) * 2021-04-12 2021-12-08 박정희 Reusable Variable Concrete Form Assembly for Column Structure

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