JP2007255031A - Form structure - Google Patents

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JP2007255031A
JP2007255031A JP2006079869A JP2006079869A JP2007255031A JP 2007255031 A JP2007255031 A JP 2007255031A JP 2006079869 A JP2006079869 A JP 2006079869A JP 2006079869 A JP2006079869 A JP 2006079869A JP 2007255031 A JP2007255031 A JP 2007255031A
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horizontal
formwork
connecting member
pier
plate
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JP2006079869A
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Japanese (ja)
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Taichi Shirahase
太一 白波瀬
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Kunimoto Shokai Co Ltd
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Kunimoto Shokai Co Ltd
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Priority to JP2006079869A priority Critical patent/JP2007255031A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a form structure which facilitates assembly of a form necessary for construction of a beam etc. of a building by placing concrete. <P>SOLUTION: The form structure is formed of: a horizontal form 8 consisting of a horizontal form plate 10 and a crosspiece 11 arranged on a lower side of a side surface of the horizontal form plate 10; a horizontal batter member 14 supporting the horizontal form 8 via the crosspiece 11; and a connection member 1 connecting between the horizontal batter 14 and the horizontal form 8. The connection member 1 has a horizontal portion 2 supporting the horizontal batter member 14; a pair of right and left vertical portions 5b, 5a rising from both edges of the horizontal member 2 to pinch the horizontal batter 14; and a horizontal insertion portion 3 extended from at least one upper edge of the vertical portions 5b, 5a and inserted into a gap between the horizontal form plate 10 and the crosspiece 11. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建物の梁やベランダをコンクリートの打設により構築する際に必要な型枠構造に関するものである。   The present invention relates to a formwork structure required when building beams and verandas of a building are constructed by placing concrete.

梁やベランダを構築する場合、梁の底面又はベランダの床部分を形成する水平型枠が使用される。この水平型枠は、水平型枠板とこの水平型枠板の側辺下側に取り付けられた桟木とから構成されるもので、水平バタ材を介して支持用支柱で所定高さに水平に支持される。この場合、前記水平バタ材の位置を決めるために当該水平バタ材と前記水平型枠とを連結する連結部材が併用されている。この連結部材としては、特許文献1に記載のように、水平バタ材に対し上向きに外嵌するもので、その上端には前記水平型枠の桟木の側面に釘止めする上向き延出部が設けられ、下部には前記支持用支柱の上端に内嵌する軸部が構成されたものであった。
意匠登録第1101557号公報
When building a beam or a veranda, a horizontal form forming the bottom of the beam or the floor of the veranda is used. This horizontal formwork is composed of a horizontal formwork plate and a pier attached to the lower side of the horizontal formwork plate. Supported. In this case, in order to determine the position of the horizontal butter material, a connecting member for connecting the horizontal butter material and the horizontal formwork is used in combination. As this connecting member, as described in Patent Document 1, it is fitted upward with respect to the horizontal butterfly material, and an upper extending portion that is nailed to the side surface of the horizontal frame is provided at the upper end of the connecting member. In the lower part, a shaft part fitted into the upper end of the supporting column is formed.
Design Registration No. 1101557

上記のような従来の連結部材を併用する型枠構造では、水平型枠の桟木に対する連結部材の釘止め作業が必要不可欠のもので、組み立てに際して手間がかかるという問題点があった。   In the formwork structure using the conventional connecting member as described above, it is indispensable to nail the connecting member with respect to the pier of the horizontal formwork, and there is a problem that it takes time to assemble.

本発明は上記のような従来の問題点を解消し得る型枠構造を提供することを目的とするものであって、その手段を後述する実施形態の参照符号を付して示すと、水平型枠板10,20とこの水平型枠板10,20の側辺下側に取り付けられた桟木11,21とから成る水平型枠8,19と、前記桟木11,21を介して当該水平型枠8,19を支持する水平バタ材14,22と、この水平バタ材14,22と前記水平型枠8,19とを連結する連結部材1とを備えた型枠構造であって、前記連結部材1は、前記水平バタ材14,22を支持する水平部分2と、この水平部分2の両端から立ち上がって前記水平バタ材14,22を挟む左右一対の垂直部分5a,5bと、当該垂直部分5a,5bの少なくとも一方の上端から連設されて前記水平型枠板10,20と桟木11,21との間に差し込まれる水平差し込み部分3とを有する構成となっている。   An object of the present invention is to provide a formwork structure that can solve the conventional problems as described above, and its means is indicated by reference numerals of embodiments to be described later. Horizontal molds 8 and 19 comprising frame plates 10 and 20 and piers 11 and 21 attached to the lower sides of the horizontal form plates 10 and 20, and the horizontal molds via the piers 11 and 21. 8. A formwork structure comprising horizontal buttering members 14 and 22 for supporting 8, 19 and a connecting member 1 for connecting the horizontal buttering members 14 and 22 to the horizontal formwork 8 and 19, wherein the connecting member 1 includes a horizontal portion 2 that supports the horizontal butter material 14, 22, a pair of left and right vertical portions 5a, 5b that rise from both ends of the horizontal portion 2 and sandwich the horizontal butter material 14, 22, and the vertical portion 5a. , 5b are connected from the upper end of at least one of the horizontal Is configured to have a horizontal insertion portion 3 to be inserted between the frame plate 10, 20 and 桟木 11 and 21.

上記構成の本発明を実施するについて、具体的には請求項2に記載のように、前記連結部材1の水平部分2は、左右一対の垂直部分5a,5bの下端から前記水平差し込み部分3の突出方向とは反対方向へ水平に連設することができる。この請求項2に記載の型枠構造を梁構築用に使用する場合、請求項3に記載のように、前記連結部材1の前記桟木11に隣接する部分は、この桟木11と当該桟木11の外側に取り付けられた垂直型枠板12との間に挟まれるようにし、前記水平バタ材14は、支持用支柱15の上端に嵌装されて前記桟木11の下側位置で当該水平バタ材14に外嵌するバタ材支持金具17によって支持し、前記連結部材1の水平部分2は、前記支持用支柱15の上端に設けられた鍔部15aと前記水平バタ材14との間に挟まれるように構成することができる。   In carrying out the present invention having the above-described configuration, specifically, as described in claim 2, the horizontal portion 2 of the connecting member 1 is formed from the lower ends of the pair of left and right vertical portions 5a and 5b. It can be connected horizontally in the direction opposite to the protruding direction. When the formwork structure according to the second aspect is used for beam construction, as described in the third aspect, a portion of the connecting member 1 adjacent to the pier 11 is formed between the pier 11 and the pier 11. The horizontal butterfly material 14 is fitted to the upper end of the support column 15 so as to be sandwiched between the vertical frame plate 12 attached to the outside, and the horizontal butterfly material 14 is placed at the lower position of the pier 11. The horizontal portion 2 of the connecting member 1 is sandwiched between the flange portion 15 a provided at the upper end of the support column 15 and the horizontal butter material 14. Can be configured.

又、請求項4に記載のように、前記連結部材1の左右一対の垂直部分5a,5bは、その上端側でも連結部分6により互いに一体化し、当該連結部分6と前記水平部分2との間で水平バタ材14,22が貫通する矩形孔4を形成させることができる。この場合、請求項5に記載のように、前記連結部材1は、1枚の矩形板の上側辺を折曲して前記水平差し込み部分3を形成すると共に、当該矩形板の下側辺を折曲して前記水平部分2を形成し、この水平部分2の上側に水平バタ材14,22が貫通する前記矩形孔4を形成することができる。   According to a fourth aspect of the present invention, the pair of left and right vertical portions 5 a and 5 b of the connecting member 1 are integrated with each other by the connecting portion 6 on the upper end side, and between the connecting portion 6 and the horizontal portion 2. Thus, the rectangular hole 4 through which the horizontal butterfly members 14 and 22 pass can be formed. In this case, as described in claim 5, the connecting member 1 bends the upper side of one rectangular plate to form the horizontal insertion portion 3 and folds the lower side of the rectangular plate. The horizontal portion 2 can be formed by bending, and the rectangular hole 4 through which the horizontal flap members 14 and 22 pass can be formed above the horizontal portion 2.

又、請求項6に記載のように、前記連結部材1の少なくとも前記桟木11,21に隣接する部分には、前記水平差し込み部分3の突出方向と同一側に突出する補強用リブ7a〜7cを形成することができる。   In addition, as described in claim 6, at least a portion of the connecting member 1 adjacent to the crosspieces 11, 21 has reinforcing ribs 7 a to 7 c that protrude on the same side as the protruding direction of the horizontal insertion portion 3. Can be formed.

尚、本発明の型枠構造をベランダ構築用に使用するときは、請求項7に記載のように、前記連結部材1の前記桟木21に隣接する部分は、この桟木21に釘止めすることができる。   In addition, when using the formwork structure of this invention for a veranda construction, the part adjacent to the said pier 21 of the said connection member 1 can be nailed to this pier 21 as described in Claim 7. it can.

上記構成の本発明に係る型枠構造によれば、水平型枠における水平型枠板と桟木との間に連結部材上端の水平差し込み部分をハンマーでの打ち叩きなどにより差し込むことにより当該連結部材を水平型枠に取り付け、前記桟木から下方に突出している連結部材の左右一対の垂直部分間に水平型枠を支持させる水平バタ材を挿通させることにより、当該水平バタ材を連結部材下端の水平部分で支持する状態で水平型枠に連結することができる。梁構築用の型枠の場合には、前記水平型枠の左右両側辺に、梁の左右両側面を形成するための垂直型枠板の下端部が前記桟木の外側面に取り付けられるが、このように構成された梁型枠を地上で組み上げるとき、上記のように水平型枠の左右両側辺下側に連結部材を介して支持用の水平バタ材を一体に組み込み、これを吊り上げて所定位置にセットし、前記水平バタ材を支持用支柱で従来周知のように支持させることができるのであるが、本発明の構成では、前記水平バタ材を支持する連結部材を水平型枠の桟木に釘止めする必要がなくなり、水平バタ材を水平型枠下側に組み込む作業を簡単容易に行うことができる。   According to the formwork structure according to the present invention having the above-described configuration, the connecting member is inserted by inserting the horizontal insertion portion at the upper end of the connecting member between the horizontal formwork plate and the pier in the horizontal formwork by hitting with a hammer or the like. By attaching a horizontal butterfly material that supports the horizontal mold frame between a pair of left and right vertical parts of the connecting member that is attached to the horizontal formwork and protrudes downward from the crosspiece, the horizontal butterfly material is inserted into the horizontal part at the bottom of the connecting member. It can be connected to a horizontal formwork in a state where it is supported by. In the case of a formwork for beam construction, the lower end of the vertical formwork plate for forming the left and right side faces of the beam is attached to the left and right sides of the horizontal formwork. When assembling the beam formwork constructed in this way on the ground, as described above, the horizontal formwork material for support is integrated into the lower side of the left and right sides of the horizontal formwork via the connecting members, and this is lifted up to a predetermined position. In the configuration of the present invention, the connecting member that supports the horizontal butterfly is nailed to the pier of the horizontal formwork. There is no need to stop, and the work of assembling the horizontal butterfly material under the horizontal mold can be easily performed.

尚、請求項2に記載の構成によれば、連結部材の水平部分が水平バタ材から下方に大きく突出しないで、当該水平バタ材の下側に近接することになるので、当該水平バタ材を支持用支柱で支持するときに前記連結部材の水平部分が邪魔になることが少ない。特に本発明によって水平バタ材を備えた梁型枠を地上で組み上げるとき、組み上げた梁型枠を水平バタ材が下になる正規の向きで地面上に載置しても、連結部材の下端、即ち、接地する水平部分が荷重で屈曲したり破損するような恐れが無くなる。   In addition, according to the structure of Claim 2, since the horizontal part of a connection member does not protrude largely below from a horizontal butter material, it will adjoin to the lower side of the said horizontal butter material, Therefore The horizontal portion of the connecting member is less likely to get in the way when supported by support columns. In particular, when assembling the beam formwork with the horizontal butter material according to the present invention on the ground, even if the assembled beam formwork is placed on the ground in a normal orientation with the horizontal butter material down, the lower end of the connecting member, That is, there is no possibility that the horizontal part to be grounded will be bent or damaged by the load.

又、本発明によって水平バタ材を備えた梁型枠を構成するとき、請求項3に記載の構成によれば、最終的に連結部材は水平型枠の桟木と垂直型枠板との間で挟持されるので、水平差し込み部分を桟木と水平型枠板との間に差し込んで連結部材を取り付ける構造でありながら、当該連結部材が不測に外れる恐れが皆無となり、安全に使用できる。又、桟木の側面に隣接する連結部材を併用する構造でありながら、当該桟木の真下位置で水平型枠(梁型枠)を支持用支柱で支持させることができ、安全性の高い梁型枠を構成できる。   According to the present invention, when the beam form frame provided with the horizontal flap material is configured according to the present invention, the connecting member is finally connected between the horizontal form frame and the vertical form plate. Since it is sandwiched, the connecting member is attached by inserting the horizontal insertion portion between the crosspiece and the horizontal frame plate, but there is no possibility that the connecting member will come off unexpectedly, and it can be used safely. In addition, it is a structure that uses a connecting member adjacent to the side of the pier, but the horizontal formwork (beam formwork) can be supported by the supporting struts at a position directly below the pier. Can be configured.

又、請求項4に記載の構成によれば、連結部材の左右一対の垂直部分が下端側のみで水平部分でつながっている構造と比較して、連結部材の強度、延いては水平バタ材の支持強度を高めることができる。この場合、請求項5に記載の構成によれば、連結部材を1枚の矩形板の折り曲げと孔空け加工とで容易且つ安価に構成することができる。   Further, according to the configuration of the fourth aspect, compared to the structure in which the pair of left and right vertical portions of the connecting member are connected by the horizontal portion only at the lower end side, the strength of the connecting member, and thus the horizontal butter material Support strength can be increased. In this case, according to the configuration described in claim 5, the connecting member can be configured easily and inexpensively by bending and punching one rectangular plate.

更に、請求項6に記載の構成によれば、連結部材を薄板で構成する場合でも補強用リブにより必要な曲げ強度を持たせることができるのであるが、その補強用リブが水平差し込み部分の突出方向と同一側に突出しているので、水平差し込み部分を水平型枠の桟木と水平型枠板との間に差し込んでこの連結部材を取り付けたとき、補強用リブが桟木の側面に当接して、当該桟木の側面と連結部材との間に補強用リブの高さに相当する隙間が形成される。従って、型枠解体時に連結部材を取り外すとき、前記隙間にマイナスドライバーなど適当な工具を差し込んで連結部材を桟木から引き剥がすように操作することができ、連結部材の取り外し作業を容易に行える。   Further, according to the configuration of claim 6, even when the connecting member is formed of a thin plate, the reinforcing rib can provide the necessary bending strength. However, the reinforcing rib protrudes from the horizontal insertion portion. Since it protrudes on the same side as the direction, when this connecting member is attached by inserting the horizontal insertion part between the horizontal formwork and the horizontal formwork plate, the reinforcing rib comes into contact with the side face of the formwork, A gap corresponding to the height of the reinforcing rib is formed between the side surface of the pier and the connecting member. Therefore, when the connecting member is removed at the time of disassembling the formwork, an operation can be performed by inserting an appropriate tool such as a flathead screwdriver into the gap so that the connecting member is peeled off from the crosspiece, and the connecting member can be easily removed.

又、本発明はベランダ型枠を組み立てる場合にも活用できるが、この場合は、水平型枠における水平型枠板の上に垂直型枠板が配設されるので、梁型枠を組み立てる場合のように連結部材を桟木と垂直型枠板との間で挟む付けることができないが、請求項7に記載の構成によれば、連結部材が桟木に釘止めされるので、連結部材が不測に外れるのを防止して安全に使用することができる。   The present invention can also be used when assembling the veranda formwork. In this case, the vertical form plate is disposed on the horizontal form plate in the horizontal form form. In this way, the connecting member cannot be sandwiched between the crosspiece and the vertical form plate, but according to the configuration of claim 7, the connecting member is nailed to the crosspiece, so that the connecting member comes off unexpectedly. Can be used safely.

以下に本発明の具体的実施例を添付図に基づいて説明すると、図1A及び図2に示すように、連結部材1は1枚の金属製矩形板から成るもので、当該矩形板の下辺を一側方へ直角に折曲して形成された水平部分2と、当該矩形板の上辺を他側方(水平部分2とは反対側)へ直角に折曲して形成された水平差し込み部分3と、水平部分2と水平差し込み部分3との間の中間高さ位置と水平部分2との間に設けられた矩形孔4とを有し、この矩形孔4の形成により、当該矩形孔4を挟む左右一対の垂直部分5a,5bと両垂直部分5a,5bを矩形孔4の上側で連結一体化する連結部分6とが形成されている。又、連結部分6には左右巾方向3箇所に上下方向の補強用リブ7a〜7cが設けられている。これら補強用リブ7a〜7cは、水平差し込み部分3が突出する側と同一側へ突出する平坦な頂面を有するもので、その突出高さは連結部材1を構成する矩形板の板厚程度であり、左右両端の補強用リブ7a,7cは、垂直部分5a,5bの下端近傍位置まで延びている。   Hereinafter, a specific embodiment of the present invention will be described with reference to the accompanying drawings. As shown in FIGS. 1A and 2, the connecting member 1 is composed of a single metal rectangular plate. A horizontal portion 2 formed by bending at right angles to one side, and a horizontal insertion portion 3 formed by bending the upper side of the rectangular plate at right angles to the other side (the side opposite to the horizontal portion 2). And a rectangular hole 4 provided between the horizontal portion 2 and the intermediate height position between the horizontal portion 2 and the horizontal insertion portion 3, and the rectangular hole 4 is formed by forming the rectangular hole 4. A pair of left and right vertical parts 5a and 5b sandwiched and a connecting part 6 that connects and integrates the vertical parts 5a and 5b above the rectangular hole 4 are formed. The connecting portion 6 is provided with vertical reinforcing ribs 7a to 7c at three positions in the left-right width direction. These reinforcing ribs 7 a to 7 c have a flat top surface that projects to the same side as the side from which the horizontal insertion portion 3 projects, and the projecting height is about the thickness of the rectangular plate that constitutes the connecting member 1. Yes, the reinforcing ribs 7a and 7c at the left and right ends extend to positions near the lower ends of the vertical portions 5a and 5b.

図1B及び図3は、上記構成の連結部材1を使用して構成された梁型枠の一側辺部分を示しており、梁型枠は梁底面を形成する水平型枠8と梁側面を形成する左右一対の垂直型枠9とから構成されるもので、水平型枠8は、水平型枠板10の少なくとも左右両側辺の下側に規定サイズ(例えば30mm×60mm)の桟木11を釘止めなどにより固着して構成され、垂直型枠9は、前記桟木11の外側に釘止めなどにより固着される垂直型枠板12の少なくとも上下両側辺の外側に規定サイズ(例えば30mm×60mm)の桟木13を釘止めなどにより固着して構成されている。そしてこの梁型枠は、水平型枠8の下側に左右横方向に配置されて当該水平型枠8を支持する水平バタ材(例えば60mm角の鋼管バタ材)14を介して、床面上に垂直に配置された支持用支柱15によって所定高さに支持される。このとき、必要に応じて水平バタ材14と水平型枠板10との間に桟木11と同一高さの水平バタ材(例えば60mm角の鋼管バタ材)16が桟木11と平行に配置される。支持用支柱15による水平バタ材14の支持には、従来周知の通り、バタ材支持金具17が併用される。   FIG. 1B and FIG. 3 show one side portion of a beam mold configured using the connecting member 1 having the above-described configuration. The beam mold includes a horizontal mold 8 that forms a beam bottom surface and a beam side surface. The horizontal mold 8 is composed of a pair of left and right vertical molds 9 to be formed. The horizontal mold 8 nails a sill 11 having a prescribed size (for example, 30 mm × 60 mm) below at least the left and right sides of the horizontal mold plate 10. The vertical frame 9 is fixed by a stopper or the like, and the vertical frame 9 has a prescribed size (for example, 30 mm × 60 mm) outside at least the upper and lower sides of the vertical frame plate 12 fixed to the outside of the pier 11 by a nail clamp or the like. The pier 13 is fixed by nail fastening or the like. And this beam formwork is arranged on the floor surface via a horizontal butterfly material 14 (for example, a 60 mm square steel pipe butterfly material) 14 that is arranged in the horizontal direction on the lower side of the horizontal formwork 8 and supports the horizontal formwork 8. It is supported at a predetermined height by a supporting column 15 arranged perpendicularly. At this time, a horizontal butter material (for example, a 60 mm square steel pipe butter material) 16 having the same height as the pier 11 is disposed in parallel with the pier 11 between the horizontal butterfly 14 and the horizontal form plate 10 as necessary. . As is well known in the art, a butterfly material support fitting 17 is used together to support the horizontal butterfly material 14 by the support columns 15.

上記構成の梁型枠に連結部材1を組み込む手順について説明すると、先ず図4に示すように、水平型枠8に垂直型枠9を組み付ける前に、水平型枠8の長さ方向の複数箇所(水平バタ材14を配置する複数箇所)において、水平型枠8における水平型枠板10の左右両側辺下側の桟木11と当該水平型枠板10との間に連結部材1の水平差し込み部分3を外側からハンマーで打ち叩くなど適当な方法で差し込み、連結部分6(補強用リブ7a〜7cの突出頂面)が桟木11の外側面に当接する状態に連結部材1を水平型枠8の左右両側辺に取り付ける。このとき、連結部材1の矩形孔4は、当該矩形孔4の上側辺が桟木11の下側面より僅か上に位置すると共に、当該桟木11の下側で矩形孔4に前記水平バタ材(例えば60mm角の鋼管バタ材)14を無理なく挿通できるサイズに構成されている。又、矩形孔4に挿通された水平バタ材14が完全に水平部分2の上面に載ることができるように、矩形孔4の下辺は水平部分2に若干入り込むように形成されている。   The procedure for assembling the connecting member 1 into the beam form having the above configuration will be described. First, as shown in FIG. 4, before assembling the vertical form 9 to the horizontal form 8, a plurality of locations in the length direction of the horizontal form 8 are provided. In (a plurality of places where the horizontal flap material 14 is arranged), the horizontal insertion portion of the connecting member 1 between the horizontal frame plate 10 on the left side of the left and right sides of the horizontal mold plate 10 in the horizontal mold frame 8 and the horizontal mold plate 10. 3 is inserted by an appropriate method such as tapping with a hammer from the outside, and the connecting member 1 is attached to the horizontal frame 8 so that the connecting portion 6 (the protruding top surface of the reinforcing ribs 7a to 7c) abuts the outer surface of the pier 11. Install on the left and right sides. At this time, the rectangular hole 4 of the connecting member 1 is positioned so that the upper side of the rectangular hole 4 is slightly above the lower surface of the pier 11 and the horizontal butter material (for example, (60 mm square steel pipe butter material) 14 can be inserted without difficulty. Further, the lower side of the rectangular hole 4 is formed so as to slightly enter the horizontal portion 2 so that the horizontal butter material 14 inserted through the rectangular hole 4 can be completely placed on the upper surface of the horizontal portion 2.

水平型枠8の水平バタ材14を配置する箇所に左右一対の連結部材1を取り付けたならば、図5に示すように、連結部材1の連結部分6を水平型枠8の桟木11と垂直型枠9の垂直型枠板12との間で挟む状態に、水平型枠8の左右両側辺に垂直型枠9を組み付け、梁型枠を完成させる。而して連結部材1は、水平型枠8の桟木11と垂直型枠9の垂直型枠板12との間から左右一対の垂直部分5a,5bと水平部分2とが突出する状態(矩形孔4が突出する状態)に取り付けられたことになる。   If the pair of left and right connecting members 1 is attached to the horizontal formwork 8 where the horizontal flap material 14 is disposed, the connecting portion 6 of the connecting member 1 is perpendicular to the pier 11 of the horizontal formwork 8 as shown in FIG. The vertical mold 9 is assembled to the left and right sides of the horizontal mold 8 while being sandwiched between the vertical mold plate 12 of the mold 9 and the beam mold is completed. Thus, the connecting member 1 is in a state in which the pair of left and right vertical portions 5a, 5b and the horizontal portion 2 protrude from between the crosspiece 11 of the horizontal formwork 8 and the vertical formwork plate 12 of the vertical formwork 9 (rectangular holes). 4 is projected).

上記のように連結部材1を組み込んで梁型枠を組み立てたならば、図6に示すように、水平型枠8の左右巾よりも適当に長い複数本の水平バタ材14を、各水平バタ材配置箇所における左右一対の連結部材1の矩形孔4に挿通し、更に必要に応じて当該複数本の水平バタ材14と水平型枠8の水平型枠板10との間に当該水平型枠8の長さ方向に沿って水平バタ材16を挿通した状態で、梁型枠を吊り上げて所定位置に搬送し、当該梁型枠に隣接する壁型枠やスラブ型枠に結合する。この梁型枠の吊り上げ搬送時には、各水平バタ材14は左右一対の連結部材1によって支持され、水平型枠8の桟木11や垂直型枠9の垂直型枠板12及び桟木13から僅かに下がった状態で、梁型枠と一体に吊り上げ搬送される。水平バタ材16は複数本の水平バタ材14で支持されて梁型枠と一体に吊り上げ搬送される。   When the beam formwork is assembled by incorporating the connecting member 1 as described above, as shown in FIG. 6, a plurality of horizontal flaps 14 that are appropriately longer than the left and right widths of the horizontal formwork 8 are provided. The horizontal formwork is inserted between the rectangular holes 4 of the pair of left and right connecting members 1 at the material arrangement location, and between the horizontal butterfly material 14 and the horizontal formwork plate 10 of the horizontal formwork 8 as necessary. In a state where the horizontal butter material 16 is inserted along the length direction 8, the beam form frame is lifted and conveyed to a predetermined position, and coupled to a wall form frame or a slab form frame adjacent to the beam form frame. When the beam form is lifted and transported, each horizontal butterfly 14 is supported by the pair of left and right connecting members 1 and is slightly lowered from the crosspiece 11 of the horizontal formwork 8, the vertical formplate 12 and the crosspiece 13 of the vertical formwork 9. In this state, it is lifted and conveyed integrally with the beam formwork. The horizontal butter material 16 is supported by a plurality of horizontal butter materials 14 and is lifted and conveyed integrally with the beam formwork.

この後、各水平バタ材14の左右両端近傍2箇所ずつを支持用支柱15で支持させるのであるが、支持用支柱15は、図示していないが、従来周知のように長さを複数段に調整可能で且つ長さを微調整するねじジャッキ部を中間に備えており、上端には、中央に支柱内と連通する開口部を有する角形鍔部15aを備えている。而して、全体の長さを上記梁型枠における水平バタ材14の下側面高さより若干短く調整されている支持用支柱15の上端に、角形鍔部15aの中央開口部を利用してバタ材支持金具17の下端軸部17aを嵌装し、当該バタ材支持金具17の左右一対のバタ材挟持片17b,17cを上記梁型枠における水平バタ材14に下から上向きに外嵌させ、支持用支柱15を床面上に垂直に起立させる。そして当該支持用支柱15の長さを伸長させるようにねじジャッキ部を操作し、図1B及び図3に示すように、バタ材支持金具17(左右一対のバタ材挟持片17b,17c)で水平バタ材14を押し上げ、当該水平バタ材14が水平型枠8の左右一対の桟木11の下側面に当接して、梁型枠全体の重量が支持用支柱15にかかる状態で梁型枠を所定高さに支持させる。このとき連結部材1の矩形孔4の下側辺、即ち、水平部分2に対して水平バタ材14は若干浮き上がった状態になっている。   Thereafter, two portions near each of the left and right ends of each horizontal buttering material 14 are supported by the supporting columns 15, but the supporting columns 15 are not shown in the figure, but the lengths are divided into a plurality of stages as is conventionally known. A screw jack portion that can be adjusted and finely adjusted in length is provided in the middle, and a rectangular flange portion 15a having an opening communicating with the inside of the support column at the center is provided at the upper end. Thus, the upper end of the support column 15 whose overall length is adjusted to be slightly shorter than the lower side surface height of the horizontal butterfly member 14 in the beam form frame, using the central opening of the square flange 15a, The lower end shaft portion 17a of the material support bracket 17 is fitted, and the pair of left and right butter material sandwiching pieces 17b and 17c of the butter material support bracket 17 are externally fitted downward to the horizontal butter material 14 in the beam form frame from below. The supporting column 15 is erected vertically on the floor surface. Then, the screw jack portion is operated so as to extend the length of the support column 15, and as shown in FIGS. 1B and 3, a horizontal support member 17 (a pair of left and right butter material sandwiching pieces 17 b and 17 c) The butter material 14 is pushed up, the horizontal butter material 14 comes into contact with the lower surfaces of the pair of left and right piers 11 of the horizontal form frame 8, and the beam form frame is set in a state where the entire weight of the beam form frame is applied to the support column 15. Support at height. At this time, the horizontal butterfly 14 is slightly lifted with respect to the lower side of the rectangular hole 4 of the connecting member 1, that is, the horizontal portion 2.

以上のようにして各水平バタ材14の左右両端近傍2箇所ずつを支持する支持用支柱15で梁型枠を支持させるのであるが、図1B及び図3に示すように、バタ材支持金具17が水平型枠8の左右両側辺下側の桟木11の真下に位置するように各支持用支柱15を位置決めするのが望ましい。このように支持用支柱15を配置することにより、梁型枠は安定的に支持用支柱15で支持され、コンクリート打設時に水平バタ材14に無理な曲げ力が作用することも防げるが、このように支持用支柱15を配置することができるのは、連結部材1の水平部分2が水平差し込み部分3とは反対側に折曲されていて、水平バタ材14の下側面に近接する状態となるためである。即ち、バタ材支持金具17を水平型枠8の左右両側辺下側の桟木11の真下に位置させて左右一対のバタ材挟持片17b,17cを連結部材1の内側に隣接させても、当該連結部材1の水平部分2とバタ材支持金具17とが干渉し合うことがなく、そしてこのとき当該連結部材1の水平部分2が、支持用支柱15の上端角型鍔部15aと水平バタ材14との間の隙間内、換言すれば、バタ材挟持片17b,17cの水平バタ材14を支持する水平部分の厚さ領域内に位置することになって、支持用支柱15の上端角型鍔部15aと連結部材1の水平部分2とが干渉し合うことがないからである。   As described above, the beam form frame is supported by the supporting columns 15 that support the two positions in the vicinity of the left and right ends of each horizontal butterfly member 14, but as shown in FIGS. 1B and 3, the butterfly material support bracket 17 is supported. It is desirable to position each supporting column 15 so that is positioned directly below the crosspiece 11 below the left and right sides of the horizontal mold 8. By arranging the supporting columns 15 in this way, the beam form frame is stably supported by the supporting columns 15 and it is possible to prevent an excessive bending force from acting on the horizontal buttering material 14 when placing concrete. The supporting column 15 can be arranged in such a manner that the horizontal portion 2 of the connecting member 1 is bent on the opposite side of the horizontal insertion portion 3 and is close to the lower side surface of the horizontal butterfly member 14. It is to become. That is, even if the butterfly material support bracket 17 is positioned directly below the crosspiece 11 on the left and right sides of the horizontal mold 8 and the pair of left and right butterfly material sandwiching pieces 17b and 17c are adjacent to the inside of the connecting member 1, The horizontal portion 2 of the connecting member 1 and the butterfly material support metal fitting 17 do not interfere with each other, and at this time, the horizontal portion 2 of the connecting member 1 is connected to the upper end square flange portion 15a of the support column 15 and the horizontal butterfly material. 14, in other words, in the thickness region of the horizontal portion that supports the horizontal butterfly material 14 of the butterfly material sandwiching pieces 17 b and 17 c, the upper end square shape of the support column 15 This is because the flange portion 15a and the horizontal portion 2 of the connecting member 1 do not interfere with each other.

上記構成の連結部材1は、図7に示すように、ベランダ型枠の組み立てにも活用できる。即ち、ベランダスラブの基部を支える壁の外側面を形成するための壁型枠18の上端にベランダスラブを形成するための水平型枠19が連設されるが、この水平型枠19の水平型枠板20と当該水平型枠板20の外側辺下側に取り付けられている桟木21との間に、連結部材1の水平差し込み部分3を差し込んで当該連結部材1を取り付ける。而して、前記水平型枠板20を支持する水平バタ材22は、前記壁型枠18に取り付けられたバタ受け23に内端部が支持され、上端にバタ材持金具17を備えた支持用支柱15によって外端側が支持されるが、当該水平バタ材22の外端側を前記連結部材1に挿通させておくことにより、当該水平バタ材22の向きを前記バタ受け23と連結部材1とで決めることができるのである。   As shown in FIG. 7, the connecting member 1 having the above configuration can be used for assembling a veranda formwork. That is, a horizontal mold 19 for forming the veranda slab is connected to the upper end of the wall mold 18 for forming the outer surface of the wall that supports the base of the veranda slab. The connecting member 1 is attached by inserting the horizontal insertion portion 3 of the connecting member 1 between the frame plate 20 and the crosspiece 21 attached to the lower side of the horizontal frame plate 20. Thus, the horizontal butterfly member 22 that supports the horizontal mold plate 20 is supported at the inner end by the butter receptacle 23 attached to the wall mold 18 and provided with the butterfly metal fitting 17 at the upper end. Although the outer end side is supported by the support column 15, the horizontal end member 22 is inserted into the connecting member 1 by inserting the outer end side of the horizontal end member 22, so that the direction of the horizontal butter member 22 and the connecting member 1 are changed. It can be decided by.

尚、水平型枠19の水平型枠板20には、その外側辺近傍位置に、ベランダ手摺り壁の外側面を形成するための垂直型枠24が立設される。この垂直型枠24は、垂直型枠板25の下端外側に取り付けられた桟木26において前記水平型枠19に釘止めなどにより取り付けられる。バタ受け23は従来周知のもので、水平バタ材22の内端部を上から嵌め込むことができる溝形部材27の内端近傍位置から垂直上向きに取付板28が連設されたもので、当該取付板28を壁型枠18の上端の桟木29の垂直外側面に釘止めなどにより取り付けることにより、溝形部材27が所定高さに水平に配置される。水平バタ材22の内端部は、取付板28より外側の溝形部材27に内嵌支持される。   The horizontal mold plate 20 of the horizontal mold frame 19 is provided with a vertical mold frame 24 for forming the outer surface of the veranda handrail wall in the vicinity of the outer side thereof. The vertical form 24 is attached to the horizontal form 19 by nailing or the like at a crosspiece 26 attached to the outside of the lower end of the vertical form plate 25. The butter receptacle 23 is a conventionally known one, and a mounting plate 28 is continuously provided vertically upward from a position in the vicinity of the inner end of the groove-shaped member 27 into which the inner end of the horizontal butter member 22 can be fitted from above. By attaching the attachment plate 28 to the vertical outer surface of the crosspiece 29 at the upper end of the wall mold 18 by nail or the like, the groove member 27 is horizontally arranged at a predetermined height. The inner end portion of the horizontal butterfly material 22 is fitted and supported by a groove-shaped member 27 outside the mounting plate 28.

上記のように連結部材1は、ベランダ型枠の組み立てにも活用できるのであるが、この使用状態においては、連結部材1を桟木21と垂直型枠24の垂直型枠板25との間で挟み付けることができないので、安全を期するために、連結部材1の桟木21に当接する部分を釘30により桟木21に止着することができる。従って連結部材1には、桟木21に当接する部分に釘孔を設けておくのが望ましい。   As described above, the connecting member 1 can be used for assembling the veranda formwork. In this state of use, the connecting member 1 is sandwiched between the crosspiece 21 and the vertical formwork plate 25 of the vertical formwork 24. Since it cannot attach, the part which contact | abuts the crosspiece 21 of the connection member 1 can be fixed to the crosspiece 21 by the nail 30 in order to ensure safety. Therefore, the connecting member 1 is desirably provided with a nail hole in a portion that contacts the crosspiece 21.

尚、連結部材1に設けた補強用リブ7a〜7cは本発明に必須のものではなく、連結部材1を構成する矩形板の板厚を適当に厚くすることにより補強用リブ7a〜7cを無くすことができる。又、水平差し込み部分3は、連結部分6の上側辺の中央部にのみ折曲連設することができる。更に図8に示すように、連結部材1に設けた連結部分6を無くし、上端にそれぞれ水平差し込み部分3を備えた左右一対の垂直部分5a,5bを水平部分2から独立的に立設することもできる。この構成によれば、水平差し込み部分3の差し込み作業が、水平型枠板10,20と桟木11,21とを止着する釘に比較的邪魔されずに容易に行うことができる。勿論、この図8に示すような構成を採用する場合は、全体を板材ではなく1本の線材の曲げ加工により構成することも可能である。   The reinforcing ribs 7a to 7c provided on the connecting member 1 are not essential to the present invention, and the reinforcing ribs 7a to 7c are eliminated by appropriately increasing the thickness of the rectangular plate constituting the connecting member 1. be able to. Further, the horizontal insertion portion 3 can be bent and connected only at the center of the upper side of the connecting portion 6. Further, as shown in FIG. 8, the connecting portion 6 provided on the connecting member 1 is eliminated, and a pair of left and right vertical portions 5 a and 5 b each having a horizontal insertion portion 3 at the upper end are erected independently from the horizontal portion 2. You can also. According to this configuration, the insertion work of the horizontal insertion portion 3 can be easily performed without being obstructed by the nail that fastens the horizontal frame plates 10 and 20 and the piers 11 and 21. Of course, when the configuration shown in FIG. 8 is adopted, the entire configuration can be configured by bending a single wire instead of a plate material.

A図は連結部材の斜視図、B図は当該連結部材を使用して組み立てられた梁型枠の要部を示す縦断正面図である。Fig. A is a perspective view of a connecting member, and Fig. B is a longitudinal front view showing a main part of a beam form frame assembled using the connecting member. A図は連結部材の中央縦断側面図、B図は連結部材の横断平面図である。FIG. 4A is a longitudinal sectional side view of the connecting member, and FIG. B is a transverse plan view of the connecting member. 図1Bの左側面図である。It is a left view of FIG. 1B. A図は連結部材を取り付けた水平型枠を示す縦断正面図、B図は同左側面図である。Fig. A is a longitudinal front view showing a horizontal mold frame to which a connecting member is attached, and Fig. B is a left side view thereof. 図4Aの水平型枠に垂直型枠を取り付けた状態を示す縦断正面図である。It is a vertical front view which shows the state which attached the vertical formwork to the horizontal formwork of FIG. 4A. A図は支持用支柱の上端部と当該支持用支柱で支持する直前の梁型枠の要部とを示す縦断正面図、B図は同左側面図である。Fig. A is a longitudinal front view showing the upper end portion of the supporting column and the main part of the beam form frame immediately before being supported by the supporting column, and Fig. B is a left side view of the same. 連結部材を使用して組み立てられたベランダ型枠の要部を示す一部切欠き縦断正面図である。It is a partially notched longitudinal front view which shows the principal part of the veranda formwork assembled using the connection member. 連結部材の変形例を示す斜視図である。It is a perspective view which shows the modification of a connection member.

符号の説明Explanation of symbols

1 連結部材
2 水平部分
3 水平差し込み部分
4 矩形孔
5a,5b 左右一対の垂直部分
6 連結部分
7a〜7c 補強用リブ
8,19 水平型枠
9,24 垂直型枠
10,20 水平型枠板
11,13,21,26,29 桟木
12,25 垂直型枠板
14,16,22 水平バタ材
15 支持用支柱
15a 支持用支柱上端の鍔部
17 バタ材支持金具
18 壁型枠
23 バタ材受け
DESCRIPTION OF SYMBOLS 1 Connecting member 2 Horizontal part 3 Horizontal insertion part 4 Rectangular hole 5a, 5b A pair of right and left vertical parts 6 Connecting part 7a-7c Reinforcing ribs 8, 19 Horizontal formwork 9, 24 Vertical formwork 10,20 Horizontal formwork 11 , 13, 21, 26, 29 Crossing 12, 25 Vertical form plate 14, 16, 22 Horizontal butter 15 Support strut 15a Supporting support top end flange 17 Batter support bracket 18 Wall form 23 Batter material receptacle

Claims (7)

水平型枠板とこの水平型枠板の側辺下側に取り付けられた桟木とから成る水平型枠と、前記桟木を介して当該水平型枠を支持する水平バタ材と、この水平バタ材と前記水平型枠とを連結する連結部材とを備えた型枠構造であって、前記連結部材は、前記水平バタ材を支持する水平部分と、この水平部分の両端から立ち上がって前記水平バタ材を挟む左右一対の垂直部分と、当該垂直部分の少なくとも一方の上端から連設されて前記水平型枠板と桟木との間に差し込まれる水平差し込み部分とを有する、型枠構造。   A horizontal formwork composed of a horizontal formwork plate and a crosspiece attached to the lower side of the horizontal formwork board, a horizontal butter material for supporting the horizontal formwork via the crosspiece, and A formwork structure comprising a connecting member for connecting the horizontal formwork, the connecting member comprising a horizontal portion for supporting the horizontal butter material, and rising from both ends of the horizontal portion to A formwork structure having a pair of left and right vertical parts to be sandwiched and a horizontal insertion part that is connected from the upper end of at least one of the vertical parts and is inserted between the horizontal formwork plate and the pier. 前記連結部材の水平部分は、左右一対の垂直部分の下端から前記水平差し込み部分の突出方向とは反対方向へ水平に連設されている、請求項1に記載の型枠構造。   2. The formwork structure according to claim 1, wherein the horizontal portion of the connecting member is connected horizontally from the lower ends of the pair of left and right vertical portions in a direction opposite to a protruding direction of the horizontal insertion portion. 前記連結部材の前記桟木に隣接する部分は、この桟木と当該桟木の外側に取り付けられた垂直型枠板との間に挟まれ、前記水平バタ材は、支持用支柱の上端に嵌装されて前記桟木の下側位置で当該水平バタ材に外嵌するバタ材支持金具によって支持され、前記連結部材の水平部分は、前記支持用支柱の上端に設けられた鍔部と前記水平バタ材との間に挟まれている、請求項2に記載の型枠構造。   A portion of the connecting member adjacent to the pier is sandwiched between the pier and a vertical form plate attached to the outer side of the pier, and the horizontal butter material is fitted to the upper end of the support column. The horizontal portion of the connecting member is supported between the horizontal butterfly material provided at the upper end of the support column and is supported by a butterfly material support fitting that is externally fitted to the horizontal butterfly material at the lower position of the pier. The formwork structure according to claim 2, sandwiched between the two. 前記連結部材の左右一対の垂直部分は、その上端側でも連結部分により互いに一体化され、当該連結部分と前記水平部分との間で水平バタ材が貫通する矩形孔が形成されている、請求項1〜3の何れか1項に記載の型枠構造。   The pair of left and right vertical portions of the connecting member are integrated with each other by a connecting portion on the upper end side, and a rectangular hole through which a horizontal butter material passes is formed between the connecting portion and the horizontal portion. The formwork structure of any one of 1-3. 前記連結部材は、1枚の矩形板の上側辺を折曲して前記水平差し込み部分が形成されると共に、当該矩形板の下側辺を折曲して前記水平部分が形成されたもので、この水平部分の上側に水平バタ材が貫通する前記矩形孔が形成されている、請求項4に記載の型枠構造。   The connecting member is formed by bending the upper side of one rectangular plate to form the horizontal insertion portion, and bending the lower side of the rectangular plate to form the horizontal portion. The formwork structure according to claim 4, wherein the rectangular hole through which a horizontal butter material passes is formed above the horizontal portion. 前記連結部材の少なくとも前記桟木に隣接する部分に、前記水平差し込み部分の突出方向と同一側に突出する補強用リブが形成されている、請求項1〜5の何れか1項に記載の型枠構造。   The formwork according to any one of claims 1 to 5, wherein a reinforcing rib that protrudes on the same side as a protruding direction of the horizontal insertion portion is formed on at least a portion of the connecting member adjacent to the crosspiece. Construction. 前記連結部材の前記桟木に隣接する部分は、この桟木に釘止めされている、請求項1〜6の何れか1項に記載の型枠構造。
The formwork structure according to any one of claims 1 to 6, wherein a portion of the connecting member adjacent to the pier is nailed to the pier.
JP2006079869A 2006-03-23 2006-03-23 Form structure Pending JP2007255031A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006079869A JP2007255031A (en) 2006-03-23 2006-03-23 Form structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006079869A JP2007255031A (en) 2006-03-23 2006-03-23 Form structure

Publications (1)

Publication Number Publication Date
JP2007255031A true JP2007255031A (en) 2007-10-04

Family

ID=38629543

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006079869A Pending JP2007255031A (en) 2006-03-23 2006-03-23 Form structure

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168859A (en) * 2009-01-26 2010-08-05 For Build Co Ltd Metal fitting for installing support

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168859A (en) * 2009-01-26 2010-08-05 For Build Co Ltd Metal fitting for installing support

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