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JP7852918B2 - Formwork alignment jig - Google Patents
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JP7852918B2 - Formwork alignment jig - Google Patents

Formwork alignment jig

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JP7852918B2
JP7852918B2 JP2022103178A JP2022103178A JP7852918B2 JP 7852918 B2 JP7852918 B2 JP 7852918B2 JP 2022103178 A JP2022103178 A JP 2022103178A JP 2022103178 A JP2022103178 A JP 2022103178A JP 7852918 B2 JP7852918 B2 JP 7852918B2
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formwork
base
alignment jig
engaging member
engaging
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JP2024003864A (en
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哲也 福田
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株式会社東海建商
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Description

本発明は、コンクリート基礎工事に用いる型枠通り治具に関する。 This invention relates to a formwork alignment jig used in concrete foundation construction.

従来、住宅等のコンクリート基礎工事において、型枠の外側への傾倒を防止するために振止めサポートと称される治具(単にサポート或いはサポータとも称される)が用いられている(例えば、特許文献1等参照。)。 Conventionally, in concrete foundation construction for houses and other buildings, a jig called a "sway-preventing support" (also simply called a "support" or "supporter") has been used to prevent the formwork from tilting outwards (see, for example, Patent Document 1).

この振止めサポートは、金属等からなる棒状部材であって、一端側を型枠の外側上部に取付けると共に、他端側を杭状部材の打ち込みを介して地面に固定することで、型枠を外側から内側(鉄筋が配置される側)に向かって押圧して傾倒を防止する。 This anti-sway support is a rod-shaped member made of metal or the like. One end is attached to the upper outside of the formwork, and the other end is fixed to the ground via a stake-like member. This presses the formwork from the outside inward (towards the side where the reinforcing bars are placed), preventing it from tilting.

一方、型枠を用いて基礎コンクリートを施工する際、型枠の内側面と基礎鉄筋との間に所定間隔(「被り」と称される)を保持するために、ドーナツ形に樹脂成形された鉄筋ペーサと称される器具が広く用いられている(例えば、特許文献2等参照。)。この鉄筋スペーサは、基礎鉄筋の要所に装着されて、その外周枠が型枠の内側面に当接することで、型枠の内側面と基礎鉄筋との間に所定間隔を保持できるものである。 On the other hand, when constructing foundation concrete using formwork, a device called a donut-shaped resin-molded rebar spacer is widely used to maintain a predetermined distance (referred to as "cover") between the inner surface of the formwork and the foundation reinforcement (see, for example, Patent Document 2). This rebar spacer is attached to key points on the foundation reinforcement, and its outer frame abuts against the inner surface of the formwork, thereby maintaining the predetermined distance between the inner surface of the formwork and the foundation reinforcement.

ところが、鉄筋スペーサは、その一部が基礎コンクリートからはみ出す等、埋設状態が正常でない場合には、基礎コンクリートの強度に影響を及ぼす恐れがあるという問題がある。かかる問題を解決するものとして、基礎コンクリートの強度に影響を及ぼすことなく型枠の内側面と基礎鉄筋との間に所定間隔を保持することができる鉄筋用間隔保持具が提案されている( 例えば、特許文献3等参照。) However, if the rebar spacers are not properly embedded, such as if a portion of them protrudes from the foundation concrete, there is a problem in that they may affect the strength of the foundation concrete. To solve this problem, a rebar spacing retainer has been proposed that can maintain a predetermined distance between the inner surface of the formwork and the foundation rebar without affecting the strength of the foundation concrete (see, for example, Patent Document 3).

特開2014-173349号公報Japanese Patent Publication No. 2014-173349 特開平10-238018号公報Japanese Patent Application Publication No. 10-238018 実用新案登録第3232252号公報Utility Model Registration No. 3232252 Gazette

特許文献1に開示される従来技術における振止めサポートによる型枠の支持では、型枠がもっぱら外側からの押圧で支持されるため、連結された型枠同士が左右に捩れた場合、複数の型枠を直線的に整列させること(型枠の通り出し)が困難となる。 In the conventional formwork support method disclosed in Patent Document 1, the formwork is supported solely by external pressure. Therefore, if the connected formworks twist from side to side, it becomes difficult to align multiple formworks in a straight line (formwork alignment).

一方、特許文献2,3に開示される従来技術における鉄筋用間隔保持具では、個々の型枠において内側面と鉄筋との間隔保持はできるものの、間隔が一定であって微調整が不可能であり、型枠の捩れを修正することはできない。 On the other hand, while the conventional rebar spacing holders disclosed in Patent Documents 2 and 3 can maintain the spacing between the inner surface and the rebar in individual formwork, the spacing is constant and fine adjustment is impossible, and it is not possible to correct the twisting of the formwork.

本発明は、上述した課題に鑑みてなされたものであり、型枠を直線的に整列させつつ、型枠と鉄筋との間に所定間隔を保持することが可能な型枠通り治具を提供することを目的とする。 This invention has been made in view of the above-mentioned problems, and aims to provide a formwork alignment jig that can linearly align formwork while maintaining a predetermined distance between the formwork and the reinforcing bars.

本発明に係る型枠通り治具は、コンクリート基礎を形成する際に型枠と鉄筋との間で前記型枠の前記鉄筋に対向する内側面を押圧するように取付けられて前記型枠を整列させるために使用される治具であって、長手方向に所定長さを有する基部、及び前記基部の一端に交差して設けられて前記型枠の前記内側面を押圧するための平板部を有する治具本体と、前記鉄筋に係合される係合穴を有し且つ前記基部に対して長手方向に相対位置を調整可能に設けられる係合部材、及び前記係合部材を前記鉄筋に対して取り外し可能に固定する固定部材を有する可動固定具と、を備える。 The formwork alignment jig according to the present invention is a jig used to align formwork when forming a concrete foundation, by being attached between formwork and reinforcing bars so as to press the inner surface of the formwork that faces the reinforcing bars , and comprises a jig body having a base having a predetermined length in the longitudinal direction and a flat plate portion provided intersecting one end of the base for pressing the inner surface of the formwork , and a movable fixing device having an engagement hole for engaging with the reinforcing bars and provided so as to be able to adjust its relative position in the longitudinal direction with respect to the base, and a fixing member for detachably fixing the engagement member to the reinforcing bars.

この構成によれば、可動固定具の係合部材は、係合穴に鉄筋を係合させると共に、治具本体の基部に対して長手方向に相対位置を調整した状態で鉄筋に固定される。この状態で、基部の一端に設けられる平板部は型枠の内側面を押圧する。つまり、鉄筋に係合される係合部材との相対位置が適切に調整された基部の一端に設けられた平板部によって、鉄筋側から型枠の内側面に押圧されることで、幅方向に複数配列される型枠の捩れが修正されると共に、型枠と鉄筋との間隔が適切に保持される。よって、型枠を直線的に整列させつつ、型枠と鉄筋との間に所定間隔を保持することができるという効果を奏する。 In this configuration, the engaging member of the movable fixing device engages with the reinforcing bar in the engaging hole and is fixed to the reinforcing bar while adjusting its relative position in the longitudinal direction with respect to the base of the jig body. In this state, the flat plate portion provided at one end of the base presses against the inner surface of the formwork. In other words, the flat plate portion provided at one end of the base, whose relative position to the engaging member that engages with the reinforcing bar is appropriately adjusted, presses against the inner surface of the formwork from the reinforcing bar side. This corrects the twisting of the formwork arranged in multiple rows in the width direction and maintains the appropriate spacing between the formwork and the reinforcing bar. Therefore, it has the effect of aligning the formwork in a straight line while maintaining a predetermined spacing between the formwork and the reinforcing bar.

また、前記基部は、前記長手方向に延びる長穴を有し、前記係合部材は、前記長穴に挿入される凸部を有し、前記凸部が前記長穴の前記長手方向における任意の位置に挿入された状態で前記固定部材を介して前記基部と固定される。 Furthermore, the base portion has an elongated hole extending in the longitudinal direction, and the engaging member has a protrusion that is inserted into the elongated hole. The engaging member is fixed to the base portion via the fixing member when the protrusion is inserted at any position in the elongated hole in the longitudinal direction.

この構成によれば、係合部材に設けられた凸部が、基部に設けられた長穴の長手方向における任意の位置に挿入された状態で、係合部材が固定部材を介して基部と固定される。よって、係合部材と基部とを長手方向の相対位置を簡単且つ適切に調整した状態で確実に固定することができる。 In this configuration, the protrusion on the engaging member is inserted into any position along the longitudinal direction of the elongated hole in the base, and the engaging member is fixed to the base via the fixing member. Therefore, the engaging member and the base can be securely fixed while easily and appropriately adjusting their relative positions in the longitudinal direction.

また、前記基部は、断面コの字形状の金具であり、前記係合部材は、前記基部の内側に重ねて配置される断面コの字形状の金具であって、前記係合部材は、前記基部の前記長穴形成面に対向する対向面に前記凸部としてのボルトが設けられて前記長穴に挿入され、前記ボルトの前記長穴から突出する部分に前記固定部材としてのナットを螺合して締結することで前記基部及び前記鉄筋と固定される。 Furthermore, the base is a metal fitting with a U-shaped cross-section, and the engaging member is a metal fitting with a U-shaped cross-section that is placed on top of the inside of the base. The engaging member is fixed to the base and the reinforcing bar by having a bolt, which acts as a protrusion, provided on the opposing surface of the base facing the elongated hole-forming surface, inserted into the elongated hole, and fastening by screwing a nut, which acts as a fixing member, onto the portion of the bolt protruding from the elongated hole.

この構成によれば、基部の内側に係合部材を重ねて配置し、係合部材に設けられるボルトの基部の長穴から突出する部分にナットを螺合し、長手方向の任意の位置で締結することで、係合部材を簡単な構成で基部及び鉄筋と確実に固定することができる。 According to this configuration, the engaging members are stacked on the inside of the base, and nuts are screwed onto the protruding portion of the bolt provided in the engaging member through the elongated hole in the base. By fastening at any position in the longitudinal direction, the engaging members can be securely fixed to the base and reinforcing bars with a simple structure.

また、前記平板部は、前記基部とは反対側の表面に弾性体が設けられている。 Furthermore, the flat plate portion has an elastic body provided on the surface opposite to the base portion.

この構成によれば、平板部は型枠に対して面的に押圧力を作用させつつ、弾性体の弾性力の作用で型枠の内側面に対して確実に密着させることができる。 With this configuration, the flat plate section can apply a surface-level pressing force to the formwork while the elastic force of the elastic material ensures that it adheres securely to the inner surface of the formwork.

また、前記係合部材は、前記係合穴における内周の輪郭の一部に三角形状部が形成されている。 Furthermore, the engaging member has a triangular portion formed on a part of the inner circumference contour of the engaging hole.

この構成によれば、係合穴における内周の輪郭の一部に三角形状部が形成されているので、外径の異なる複数種類の鉄筋に安定して係合させることができる。 This configuration allows for stable engagement with multiple types of reinforcing bars of different outer diameters, as a triangular portion is formed on a part of the inner contour of the engagement hole.

また、前記係合部材は、前記係合穴の周方向の一部が開口するC字形状に形成されている。 Furthermore, the engaging member is formed in a C-shape, with a portion of the circumferential direction of the engaging hole being open.

この構成によれば、係合穴の周方向の一部に形成された開口から鉄筋の側面を差し込むことができるので、垂直方向に配置される鉄筋である縦筋のみならず、水平方向に配置される横筋に対しても、任意の位置で係合穴に係合させて、型枠と鉄筋との間に型枠通り治具を取付けることができる。 With this configuration, the side of the reinforcing bar can be inserted through an opening formed in a part of the circumferential direction of the engagement hole. Therefore, not only vertical reinforcing bars but also horizontal reinforcing bars can be engaged with the engagement hole at any desired position, allowing the formwork fitting jig to be attached between the formwork and the reinforcing bars.

本発明の実施形態に係る型枠通り治具の全体構成を示す斜視図である。This is a perspective view showing the overall configuration of a formwork alignment jig according to an embodiment of the present invention. 実施形態に係る型枠通り治具の全体構成を示す別の斜視図である。This is another perspective view showing the overall configuration of the formwork alignment jig according to the embodiment. 実施形態に係る型枠通り治具を示す正面図である。This is a front view showing a formwork alignment jig according to an embodiment. 実施形態に係る型枠通り治具を示す背面図である。This is a rear view showing a formwork alignment jig according to an embodiment. 実施形態に係る型枠通り治具を示す右側面図である。This is a right side view showing a formwork alignment jig according to an embodiment. 実施形態に係る型枠通り治具を示す左側面図である。This is a left side view showing a formwork alignment jig according to an embodiment. 実施形態に係る型枠通り治具を示す平面図である。This is a plan view showing a formwork alignment jig according to an embodiment. 実施形態に係る型枠通り治具を示す底面図である。This is a bottom view showing a formwork alignment jig according to an embodiment. 実施形態に係る係合部材を示す正面図である。This is a front view showing an engaging member according to an embodiment. 実施形態に係る係合部材を示す背面図である。This is a rear view showing the engaging member according to the embodiment. 実施形態に係る係合部材を示す右側面図である。This is a right side view showing an engaging member according to an embodiment. 実施形態に係る係合部材を示す平面図である。This is a plan view showing an engaging member according to an embodiment. 捨てコンクリート打設工程~外側型枠設置工程を示す施工現場の断面図である。This is a cross-sectional view of a construction site showing the process from pouring lean concrete to installing the outer formwork. 型枠通り治具取付け工程を示す施工現場の断面図である。This is a cross-sectional view of a construction site showing the process of installing jigs according to the formwork. 図14におけるXV線矢視部分の拡大図である。This is an enlarged view of the area indicated by the XV arrow in Figure 14. 型枠通り治具取付け工程を示す施工現場の平面図である。This is a plan view of a construction site showing the process of installing jigs according to the formwork. 図16におけるXVII線矢視部分の拡大図である。This is an enlarged view of the area indicated by line XVII in Figure 16. ベース打設工程を示す施工現場の断面図である。This is a cross-sectional view of the construction site showing the base concrete pouring process. 内側型枠設置工程を示す施工現場の断面図である。This is a cross-sectional view of a construction site showing the process of installing the inner formwork. 布基礎打設工程を示す施工現場の断面図である。This is a cross-sectional view of a construction site showing the process of pouring the strip foundation. 型枠解体工程後を示す施工現場の断面図である。This is a cross-sectional view of the construction site after the formwork removal process. 型枠通り治具を横筋に取付けた様子を正面視にて示す説明図である。This is an explanatory diagram showing a front view of the formwork jig attached to the horizontal reinforcement bars. 型枠通り治具を横筋に取付けた様子を平面視にて示す説明図である。This is a diagram illustrating, in plan view, how the formwork jig is attached to the horizontal reinforcement bars. 第1変形例に係る型枠通り治具の全体構成を示す斜視図である。This is a perspective view showing the overall configuration of the formwork alignment jig according to the first modified example. 第2変形例に係る型枠通り治具取付け工程を示す施工現場の断面図である。This is a cross-sectional view of a construction site showing the process of installing a formwork alignment jig related to the second modified example.

以下、本発明に係る型枠通り治具を具体化した一実施形態について図面を参照しつつ説明する。 The following describes one embodiment of the formwork alignment jig according to the present invention, with reference to the drawings.

<型枠通り治具の構成>
最初に、本発明の実施形態に係る型枠通り治具1の構成について、図1乃至図12を参照しつつ説明する。図1は型枠通り治具1の全体構成を示す斜視図、図2は別の斜視図、図3は正面図、図4は背面図、図5は右側面図、図6は左側面図、図7は平面図、図8は底面図である。図9は可動固定具20を示す正面図、図10は背面図、図11は右側面図、図12は平面図である。
<Configuration of the formwork alignment jig>
First, the configuration of the formwork alignment jig 1 according to an embodiment of the present invention will be described with reference to Figures 1 to 12. Figure 1 is a perspective view showing the overall configuration of the formwork alignment jig 1, Figure 2 is another perspective view, Figure 3 is a front view, Figure 4 is a rear view, Figure 5 is a right side view, Figure 6 is a left side view, Figure 7 is a top view, and Figure 8 is a bottom view. Figure 9 is a front view showing the movable fixing device 20, Figure 10 is a rear view, Figure 11 is a right side view, and Figure 12 is a top view.

型枠通り治具1は、例えば、住宅等のコンクリート基礎工事におけるコンクリートの打設をベース部と布基礎部とで2回に分けて行うベタ基礎2回打ち工法において、敷地の外周に沿って配置される複数の型枠を直線的に整列させる(型枠の通り出し)ために使用される治具である。型枠通り治具1は、さらに、型枠と鉄筋との間の間隔保持の機能をも有している。 The formwork alignment jig 1 is used, for example, in the two-stage concrete pouring method for raft foundations in residential and other concrete foundation construction, where concrete is poured in two stages: the base section and the strip foundation section. It is used to align multiple formwork pieces arranged along the perimeter of the site in a straight line (formwork alignment). The formwork alignment jig 1 also has the function of maintaining the spacing between the formwork and the reinforcing bars.

型枠通り治具1は、図1乃至図8に示すように、治具本体10と、可動固定具20と、を備えて構成される。 As shown in Figures 1 to 8, the formwork alignment jig 1 comprises a jig body 10 and a movable fixing device 20.

治具本体10は、基部12と、基部12の長手方向の一端面に直交配置されて接合された平板部13とを備えて構成される。基部12は、金属板を折曲げ加工してなり、平面視において水平方向へ所定長さに延びる細長い長方形状を呈すると共に、正面側が開口する断面コの字状を呈している。基部12は、例えば、板厚が2~3mm程度の溶融亜鉛メッキ鋼板からなり、型枠の内側面と鉄筋とに必要な間隔(例えば40mm)以上である所定長さ(例えば、60mm~100mm程度)に設定される。基部12は、断面コの字状とされることで、必要な剛性を確保しつつ重量の軽減化を図ることができる。基部12の背面には長手方向に延びる長穴12aが開口している(つまり、基部12の背面が、本発明の長穴形成面に相当する)。また、基部12の上面及び下面には、長手方向の縁部に沿って複数の目盛り12bが等間隔に刻設されている。目盛り12bは、型枠通り治具1を型枠と鉄筋との間に取付ける際に、型枠の内側面と鉄筋との間隔L(後述する図15及び図17参照)を視認するための目印として使用される。 The jig body 10 is composed of a base portion 12 and a flat plate portion 13 that is arranged perpendicularly to one end face in the longitudinal direction of the base portion 12 and joined to it. The base portion 12 is made by bending a metal plate and has an elongated rectangular shape that extends to a predetermined length in the horizontal direction when viewed from above, and has a U-shaped cross-section with an opening on the front side. The base portion 12 is made of, for example, a hot-dip galvanized steel plate with a thickness of about 2 to 3 mm and is set to a predetermined length (for example, about 60 mm to 100 mm) that is greater than or equal to the required distance (for example, 40 mm) between the inner surface of the formwork and the reinforcing bars. By making the base portion 12 have a U-shaped cross-section, the weight can be reduced while ensuring the necessary rigidity. An elongated hole 12a extending in the longitudinal direction is opened on the back surface of the base portion 12 (that is, the back surface of the base portion 12 corresponds to the elongated hole forming surface of the present invention). Furthermore, multiple scales 12b are engraved at equal intervals along the longitudinal edge of the upper and lower surfaces of the base 12. These scales 12b are used as markers to visually confirm the distance L (see Figures 15 and 17 described later) between the inner surface of the formwork and the reinforcing bars when installing the formwork alignment jig 1 between the formwork and the reinforcing bars.

平板部13は、型枠の内側面を押圧する部分であり、長方形状の金属板からなる。平板部13は、例えば、板厚が2~3mm程度の電気亜鉛メッキ鋼板からなり、60mm×60mm~60mm×80mm程度の長方形板状を呈している。平板部13は、一方の面が基部12の長手方向の一端面(図3、図7における左端面)に溶接により接合され、基部12と一体化されている。 The flat plate portion 13 is the part that presses against the inner surface of the formwork and is made of a rectangular metal plate. For example, the flat plate portion 13 is made of an electro-galvanized steel plate with a thickness of about 2 to 3 mm and has a rectangular shape of about 60 mm x 60 mm to 60 mm x 80 mm. One side of the flat plate portion 13 is joined to one end face in the longitudinal direction of the base portion 12 (the left end face in Figures 3 and 7) by welding, and is integrated with the base portion 12.

平板部13における基部12とは反対側の面には、ゴム板14が接着剤によって接着されている。ゴム板14は、弾性を有するゴム製の板状体であって、平板部13と整合する形状及び大きさの長方形板状に形成されている。ゴム板14は、例えば、天然ゴムによって構成される。平板部13は、型枠に対して面的に押圧力を作用させつつ、ゴム板14の弾性力の作用で型枠の内側面に対して確実に密着させることができる。 A rubber sheet 14 is attached to the side of the flat plate portion 13 opposite to the base portion 12 using adhesive. The rubber sheet 14 is an elastic rubber plate, formed in a rectangular shape and size that matches the flat plate portion 13. The rubber sheet 14 is made of, for example, natural rubber. The flat plate portion 13 can be securely attached to the inner surface of the formwork by applying a surface-level pressing force to the formwork while utilizing the elastic force of the rubber sheet 14.

可動固定具20は、係合部材21と、蝶ナット23とを備えて構成される。 The movable fixing device 20 is comprised of an engaging member 21 and a wing nut 23.

係合部材21は、鉄筋に係合される係合穴21cを有し且つ基部12に対して長手方向に相対位置を調整可能に設けられる金具部材である。係合部材21は、図9乃至図12に示すように、平面視C字状であり且つ断面コの字状に形成され、上下の平行面21a,21aとこれらを背面側で接続する直交端面21bとを有し、直交端面21bに固定されるボルト22を備えている。係合部材21は、外側面の上下高さが基部12の内側面の上下高さよりも小さく設定されており、基部12におけるコの字形状の内側へ挿入して重ね合わせて配置されるようになっている。 The engaging member 21 is a metal fitting having an engaging hole 21c for engaging with the reinforcing bar and being provided so as to be adjustable relative to the base 12 in the longitudinal direction. As shown in Figures 9 to 12, the engaging member 21 is C-shaped in plan view and U-shaped in cross-section, having upper and lower parallel surfaces 21a, 21a and a right-angle end surface 21b connecting them on the back side, and is equipped with a bolt 22 fixed to the right-angle end surface 21b. The vertical height of the outer surface of the engaging member 21 is set to be smaller than the vertical height of the inner surface of the base 12, and is positioned to be inserted into the U-shape of the base 12 and overlapped.

係合部材21において、上下の平行面21a,21aには、それぞれ鉄筋が挿入されて係合される係合穴21c,21cが形成されている。係合部材21は、各係合穴21cの周方向の一部が開口してC字形状に形成されている。係合穴21cの輪郭は、平面視にて長方形と二等辺三角形とを組み合わせた五角形状であって、三角形状部21dの頂点が正面側に形成されている。係合穴21cの内径は、外径の異なる複数種類の鉄筋に係合可能な大きさに設定されている。例えば、鉄筋の外径を、10mm、13mm及び16mmの3種類とした場合、係合穴21cの内径は16mm以上に設定される。鉄筋は、係合穴21cにおける三角形状部21dの2本の等辺に当接するので、いずれの外径であっても、係合穴21cの左右方向(基部12長手方向)中央で係合することになる。直交端面21bには貫通孔が形成され、ボルト22の足部が挿通されている。 In the engaging member 21, engaging holes 21c, 21c are formed on the upper and lower parallel surfaces 21a, 21a, respectively, into which reinforcing bars are inserted and engaged. The engaging member 21 is formed in a C-shape with a part of the circumferential direction of each engaging hole 21c being open. The contour of the engaging hole 21c is a pentagonal shape in plan view, combining a rectangle and an isosceles triangle, with the vertex of the triangular portion 21d formed on the front side. The inner diameter of the engaging hole 21c is set to a size that can engage with multiple types of reinforcing bars with different outer diameters. For example, if the outer diameters of the reinforcing bars are 10 mm, 13 mm, and 16 mm, the inner diameter of the engaging hole 21c is set to 16 mm or larger. Since the reinforcing bar abuts against the two equal sides of the triangular portion 21d in the engaging hole 21c, regardless of the outer diameter, engagement will occur at the center of the engaging hole 21c in the left-right direction (longitudinal direction of the base 12). A through-hole is formed in the orthogonal end face 21b, through which the leg of the bolt 22 is inserted.

ボルト22は、公知の平頭ボルトが好適に用いられる。ボルト22は、直交端面21bの貫通孔に、係合部材21の内側から外側(正面側から背面側)に向かって足部が挿通され、頭部の裏面が溶接により直交端面21bの内側面に接合されている。ボルト22の足部は、係合部材21が基部12の内側に挿入配置された状態で、長穴12aを通して背面側に突出する。ボルト22の足部は、長穴12a内を長手方向(図3,図7における左右方向)に相対移動可能である。このため、ボルト22の足部と長穴12aとが互いに相対的に案内されつつ、係合部材21と基部12とを相対的に長手方向へスライド移動させることにより、両部材の相対位置を調整することができる。よって、係合部材21を鉄筋に取付けた状態で、鉄筋と型枠との間隔を調整することができる。 A known flat-head bolt is preferably used for the bolt 22. The bolt 22 has its foot inserted through a through-hole in the orthogonal end face 21b, from the inside to the outside (from the front to the back) of the engaging member 21, and the back surface of the head is joined to the inner surface of the orthogonal end face 21b by welding. The foot of the bolt 22 protrudes to the back side through the elongated hole 12a when the engaging member 21 is inserted inside the base 12. The foot of the bolt 22 is relatively movable in the longitudinal direction (left-right direction in Figures 3 and 7) within the elongated hole 12a. Therefore, by sliding the engaging member 21 and the base 12 relatively in the longitudinal direction while the foot of the bolt 22 and the elongated hole 12a are guided relative to each other, the relative positions of the two members can be adjusted. Thus, the gap between the reinforcing bar and the formwork can be adjusted while the engaging member 21 is attached to the reinforcing bar.

蝶ナット23は、工具を使うことなく指で掴んで締付けたり緩めたりすることができる公知のナットであって、本発明の固定部材を構成する。蝶ナット23は、係合部材21が基部12の内側に重ねて配置された状態で、長穴12aを通して背面側に突出したボルト22の足部に螺合される。係合部材21を基部12に対して長手方向に相対位置を調整した後、基部12と係合部材21とを蝶ナット23によって共締めすることで、係合部材21が基部12に固定されると同時に、係合穴21c,21cに挿入された鉄筋に対して固定される。 The wing nut 23 is a known nut that can be tightened or loosened by gripping it with the fingers without using tools, and constitutes the fixing member of the present invention. The wing nut 23 is screwed onto the leg of the bolt 22 protruding to the rear side through the elongated hole 12a, with the engaging member 21 positioned overlapping the base 12. After adjusting the longitudinal relative position of the engaging member 21 with respect to the base 12, the base 12 and the engaging member 21 are fastened together with the wing nut 23, thereby fixing the engaging member 21 to the base 12 and simultaneously fixing it to the reinforcing bars inserted into the engaging holes 21c, 21c.

<型枠通り治具の使用方法>
次に、本実施形態に係る型枠通り治具1の使用方法について、ベタ基礎2回打ち工法を例にして、図13乃至図17を参照しつつ説明する。図13は捨てコンクリート打設工程~外側型枠設置工程を示す施工現場の断面図である。図14は型枠通り治具取付け工程を示す施工現場の断面図、図15は図14におけるXV線矢視部分の拡大図である。図16は型枠通り治具取付け工程を示す施工現場の平面図、図17は図16におけるXVII線矢視部分の拡大図である。図18はベース打設工程を示す施工現場の断面図、図19は内側型枠設置工程を示す施工現場の断面図、図20は布基礎打設工程を示す施工現場の断面図、図21は型枠解体工程後を示す施工現場の断面図である。尚、各図では、型枠通り治具1における基部12の長手方向である水平方向をX方向、X方向と直交する水平方向である型枠整列方向をY方向、垂直方向をX方向とする。
<How to use the formwork alignment jig>
Next, the method of using the formwork alignment jig 1 according to this embodiment will be explained using the two-pass concrete slab foundation construction method as an example, with reference to Figures 13 to 17. Figure 13 is a cross-sectional view of the construction site showing the lean concrete pouring process to the outer formwork installation process. Figure 14 is a cross-sectional view of the construction site showing the formwork alignment jig installation process, and Figure 15 is an enlarged view of the area in Figure 14 as seen by the XV arrow. Figure 16 is a plan view of the construction site showing the formwork alignment jig installation process, and Figure 17 is an enlarged view of the area in Figure 16 as seen by the XVII arrow. Figure 18 is a cross-sectional view of the construction site showing the base pouring process, Figure 19 is a cross-sectional view of the construction site showing the inner formwork installation process, Figure 20 is a cross-sectional view of the construction site showing the strip foundation pouring process, and Figure 21 is a cross-sectional view of the construction site after the formwork dismantling process. In each figure, the horizontal direction, which is the longitudinal direction of the base 12 of the formwork alignment jig 1, is the X direction, the formwork alignment direction, which is the horizontal direction perpendicular to the X direction, is the Y direction, and the vertical direction is the X direction.

ベタ基礎2回打ち工法では、最初に建物を建てる敷地の地盤を所定の大きさ及び深さに掘って整地した後、捨てコンクリート打設工程を行う(図13参照)。捨てコンクリート打設工程では、砕石50を敷き込んで転圧し、その上に捨てコンクリート52を打設する。捨てコンクリート52の養生後、鉄筋と型枠の位置を墨出しする。 In the two-stage raft foundation construction method, the ground on the building site is first excavated to the specified size and depth and leveled, after which the lean concrete pouring process is carried out (see Figure 13). In the lean concrete pouring process, crushed stone 50 is laid and compacted, and then lean concrete 52 is poured on top. After the lean concrete 52 has cured, the positions of the reinforcing bars and formwork are marked out.

次に、配筋工程を行う。配筋工程では、スペーサブロック54を介して捨てコンクリート52に対して水平方向と垂直方向とに鉄筋3を配筋する(図13参照)。ここで、鉄筋3のうち、水平方向(X方向及びY方向)に配置されるものを横筋3Yと称し、垂直方向(Z方向)に配置されるものを縦筋3Tと称することとする。 Next, the reinforcement bar placement process is carried out. In this process, reinforcing bars 3 are placed horizontally and vertically in the lean concrete 52 via spacer blocks 54 (see Figure 13). Here, the reinforcing bars 3 placed horizontally (X and Y directions) are referred to as horizontal bars 3Y, and those placed vertically (Z direction) are referred to as vertical bars 3T.

次に、外側型枠設置工程を行う。外側型枠設置工程では、敷地の外周に沿って型枠(以下、外側型枠SKと称する)を立設させる(図13参照)。具体的には、地盤上に型枠支持具58を介して長手方向に複数の外側型枠SKが直線的且つ連続的に立設保持される。また、外側型枠SKの外周には、棒状のサポート治具59が取付けられる。具体的には、サポート治具59は、外側型枠SKの外側面上部に上端が固定されると共に、下方に向かうに従って外側へ傾斜して配置され、下端が地面に固定される。 Next, the outer formwork installation process is carried out. In this process, formwork (hereinafter referred to as outer formwork SK) is erected along the outer perimeter of the site (see Figure 13). Specifically, multiple outer formwork SK are erected linearly and continuously in the longitudinal direction on the ground via formwork support members 58. Furthermore, rod-shaped support jigs 59 are attached to the outer perimeter of the outer formwork SK. Specifically, the upper end of the support jig 59 is fixed to the upper outer surface of the outer formwork SK, and it is positioned with an outward inclination as it extends downwards, with its lower end fixed to the ground.

次に、型枠通り治具取付け工程を行う。型枠通り治具取付け工程では、ベース部天端予定高さBLよりも上方位置で、型枠通り治具1を鉄筋3に取付ける(図14参照)。図14~図17では、外側型枠SKに対向する縦筋3Tに型枠通り治具1の可動固定具20を固定した様子を示している。型枠通り治具1を縦筋3Tへ取付ける際は、蝶ナット23を緩めて係合穴21c,21cを基部12から露出させた状態で、縦筋3Tの上端から係合部材21の係合穴21c,21cへ挿入、或いは、係合穴21c,21cの周方向の開口部から縦筋3Tの側面に嵌め込む。Y方向に配置される横筋3Yと交差して配置される縦筋3Tは、撓みにくく、縦筋3Tに型枠通り治具1に取付けることで、外側型枠SKの内側面を確実にすることが可能となる。 Next, the formwork alignment jig installation process is performed. In this process, the formwork alignment jig 1 is attached to the reinforcing bar 3 at a position above the planned height BL of the base (see Figure 14). Figures 14 to 17 show the movable fixing device 20 of the formwork alignment jig 1 fixed to the vertical reinforcing bar 3T facing the outer formwork SK. When attaching the formwork alignment jig 1 to the vertical reinforcing bar 3T, the wing nuts 23 are loosened to expose the engagement holes 21c, 21c from the base 12. The jig is then inserted from the upper end of the vertical reinforcing bar 3T into the engagement holes 21c, 21c of the engagement member 21, or fitted into the side surface of the vertical reinforcing bar 3T through the circumferential openings of the engagement holes 21c, 21c. The vertical reinforcing bar 3T, which is positioned intersecting the horizontal reinforcing bar 3Y arranged in the Y direction, is less prone to bending. By attaching the formwork alignment jig 1 to the vertical reinforcing bar 3T, it becomes possible to securely fasten the inner surface of the outer formwork SK.

続いて、図15、図17で破線にて示すように、治具本体10をX方向にスライド移動させて、外側型枠SKが直線的に整列され且つ外側型枠SKと縦筋3Tとの間隔Lが所定間隔(例えば40mm以上)となる位置に調整し、ボルト22に螺合する蝶ナット23を締付けて固定することで、治具本体10と可動固定具20との固定並びに縦筋3Tへの固定が完了する。これにより、外側型枠SKは、サポート治具59によって外側から押圧されると共に、要所に取付けられた型枠通り治具1によって内側から押圧されることによって隣接する外側型枠SK同士の捩れが修正される。型枠通り治具1は、鉄筋3に係合される係合部材21と平板部13が一端に設けられる基部12との長手方向の相対位置を自在に調整できるので、外側型枠SKにおける数mm程度の僅かな捩れも修正可能であり、外側型枠SKを直線状に正確に整列させることができる。 Next, as shown by the dashed lines in Figures 15 and 17, the jig body 10 is slid in the X direction to adjust it to a position where the outer formwork SK is aligned linearly and the distance L between the outer formwork SK and the vertical reinforcement bars 3T is a predetermined distance (for example, 40 mm or more). The wing nuts 23 that are screwed onto the bolts 22 are then tightened to secure it, thereby completing the fixing of the jig body 10 to the movable fixing device 20 and to the vertical reinforcement bars 3T. As a result, the outer formwork SK is pressed from the outside by the support jig 59 and from the inside by the formwork alignment jigs 1 attached at key points, thereby correcting any twisting between adjacent outer formwork SK. The formwork alignment jig 1 allows for free adjustment of the longitudinal relative position between the engaging member 21, which engages with the reinforcing bar 3, and the base 12, which has a flat plate portion 13 at one end. Therefore, even slight twists of a few millimeters in the outer formwork SK can be corrected, and the outer formwork SK can be precisely aligned in a straight line.

型枠通り治具取付け工程の後、ベース部Bを形成するためのベースコンクリートを打設するベース打設工程を行う(図18参照)。ベース打設工程では、外側型枠SKで囲まれた領域内にベース部天端予定高さBLまで生コンクリートの打設を行う。 After the formwork and jig installation process, a base concrete pouring process is performed to form base section B (see Figure 18). In the base concrete pouring process, ready-mix concrete is poured up to the planned top height BL of the base section within the area enclosed by the outer formwork SK.

ベース打設工程の後、ベースコンクリートの養生期間が経過してベースコンクリート硬化後に、外側型枠SKの内周側のベース部B上に複数の型枠(以下、内側型枠UKと称する)を対向して立設させる内側型枠設置工程を行う(図19参照)。内側型枠設置工程では、型枠通り治具1の取り外しも行う。型枠通り治具1は、蝶ナット23を指で掴んで緩めることにより鉄筋3(縦筋3T)から取り外すことができる。続いて、内側型枠設置工程の後、外側型枠SKと内側型枠UKとの間に布基礎部Nを形成するための布基礎コンクリートを打設する布基礎打設工程を行う(図20参照)。 After the base concrete pouring process, and once the base concrete has hardened after the curing period, an inner formwork installation process is performed in which multiple formworks (hereinafter referred to as inner formwork UK) are erected opposite each other on the base portion B on the inner circumference side of the outer formwork SK (see Figure 19). During the inner formwork installation process, the formwork alignment jig 1 is also removed. The formwork alignment jig 1 can be removed from the reinforcing bars 3 (vertical reinforcement 3T) by grasping and loosening the wing nuts 23 with your fingers. Subsequently, after the inner formwork installation process, a strip foundation pouring process is performed in which strip foundation concrete is poured to form the strip foundation section N between the outer formwork SK and the inner formwork UK (see Figure 20).

布基礎コンクリートの養生期間が経過して、布基礎打設工程で打設された布基礎コンクリートが硬化した後、最後に、外側型枠SK及び内側型枠UKを解体する型枠解体工程を行う。型枠解体工程では、全ての外側型枠SK、内側型枠UK及びサポート治具59を解体し、整地を行ってベタ基礎の施工が完了する(図21参照)。 After the curing period for the strip foundation concrete has elapsed and the concrete poured during the strip foundation pouring process has hardened, the final step is the formwork dismantling process, in which the outer formwork SK and inner formwork UK are removed. In the formwork dismantling process, all outer formwork SK, inner formwork UK, and support jigs 59 are removed, the ground is leveled, and the construction of the raft foundation is completed (see Figure 21).

<実施形態のまとめ>
以上詳述したことから明らかなように、本実施形態に係る型枠通り治具1は、コンクリート基礎を形成する際に外側型枠SKと鉄筋3との間で外側型枠SKの鉄筋3に対向する内側面を押圧するように取付けられて型枠を整列させるために使用される治具であって、長手方向に所定長さを有する基部12、及び基部12の一端に交差して設けられて外側型枠SKの内側面を押圧するための平板部13を有する治具本体10と、鉄筋3に係合される係合穴21cを有し且つ基部12に対して長手方向に相対位置を調整可能に設けられる係合部材21、及び係合部材21を鉄筋3に対して取り外し可能に固定する固定部材としての蝶ナット23を有する可動固定具20と、を備える。
<Summary of Embodiments>
As is clear from the above detailed description, the formwork alignment jig 1 according to this embodiment is a jig used to align formwork when forming a concrete foundation, by being attached between the outer formwork SK and the reinforcing bars 3 so as to press the inner surface of the outer formwork SK facing the reinforcing bars 3 , and comprises a jig body 10 having a base portion 12 having a predetermined length in the longitudinal direction and a flat plate portion 13 provided intersecting one end of the base portion 12 for pressing the inner surface of the outer formwork SK , and a movable fixing device 20 having an engagement hole 21c that engages with the reinforcing bars 3 and is provided so as to be able to adjust its relative position in the longitudinal direction with respect to the base portion 12, and a wing nut 23 as a fixing member that detachably fixes the engagement member 21 to the reinforcing bars 3.

この構成によれば、可動固定具20の係合部材21は、係合穴21cに鉄筋3を係合させると共に、治具本体10の基部12に対して長手方向に相対位置を調整した状態で鉄筋3に固定される。この状態で、基部12の一端に設けられる平板部13は型枠としての外側型枠SKの内側面を押圧する。つまり、鉄筋3に係合される係合部材21との相対位置が適切に調整された基部12の一端に設けられた平板部13によって、鉄筋3側から外側型枠SKの内側面に押圧されることで、幅方向に複数配列される外側型枠SKの捩れが修正されると共に、外側型枠SKと鉄筋3との間隔Lが適切に保持される。よって、外側型枠SKを直線的に整列させつつ、外側型枠SKと鉄筋3との間に所定間隔を保持することができるという効果を奏する。 In this configuration, the engaging member 21 of the movable fixing device 20 engages with the reinforcing bar 3 in the engaging hole 21c and is fixed to the reinforcing bar 3 while adjusting its relative position in the longitudinal direction with respect to the base 12 of the jig body 10. In this state, the flat plate portion 13 provided at one end of the base 12 presses against the inner surface of the outer formwork SK, which serves as the formwork. In other words, the flat plate portion 13 provided at one end of the base 12, whose relative position with respect to the engaging member 21 that engages with the reinforcing bar 3 is appropriately adjusted, presses against the inner surface of the outer formwork SK from the reinforcing bar 3 side. This corrects the twisting of the multiple outer formwork SK arranged in the width direction and appropriately maintains the distance L between the outer formwork SK and the reinforcing bar 3. Therefore, it is possible to linearly align the outer formwork SK while maintaining a predetermined distance between the outer formwork SK and the reinforcing bar 3.

また、基部12は、長手方向に延びる長穴12aを有し、係合部材21は、長穴12aに挿入される凸部としてのボルト22を有し、ボルト22が長穴12aの長手方向における任意の位置に挿入された状態で固定部材としての蝶ナット23を介して基部12と固定される。 Furthermore, the base portion 12 has an elongated hole 12a extending in the longitudinal direction, and the engaging member 21 has a bolt 22 as a protrusion that is inserted into the elongated hole 12a. The bolt 22 is inserted at any position in the longitudinal direction of the elongated hole 12a and fixed to the base portion 12 via a wing nut 23, which acts as a fixing member.

この構成によれば、係合部材21に設けられた凸部としてのボルト22が、基部12に設けられた長穴12aの長手方向における任意の位置に挿入された状態で、係合部材21が蝶ナット23を介して基部12と固定される。よって、係合部材21と基部12とを長手方向の相対位置を簡単且つ適切に調整した状態で確実に固定することができる。 In this configuration, the bolt 22, which acts as a protrusion on the engaging member 21, is inserted into any position along the longitudinal direction of the elongated hole 12a provided in the base 12, and the engaging member 21 is fixed to the base 12 via the wing nut 23. Therefore, the engaging member 21 and the base 12 can be securely fixed while easily and appropriately adjusting their relative positions in the longitudinal direction.

また、基部12は、断面コの字形状の金具であり、係合部材21は、基部12の内側に重ねて配置される断面コの字形状の金具であって、係合部材21は、基部12の長穴12a形成面に対向する対向面に凸部としてのボルト22が設けられて長穴12aに挿入され、ボルト22の長穴12aから突出する部分に固定部材としての蝶ナット23を螺合して締結することで基部12及び鉄筋3と固定される。 Furthermore, the base portion 12 is a metal fitting with a U-shaped cross-section, and the engaging member 21 is a metal fitting with a U-shaped cross-section that is placed on top of the inside of the base portion 12. The engaging member 21 has a bolt 22 as a protrusion on the opposing surface of the base portion 12 that faces the surface forming the elongated hole 12a, and is inserted into the elongated hole 12a. A wing nut 23, acting as a fixing member, is screwed onto the portion of the bolt 22 protruding from the elongated hole 12a, thereby securing it to the base portion 12 and the reinforcing bar 3.

この構成によれば、基部12の内側に係合部材21を重ねて配置し、係合部材21に設けられるボルト22の基部12の長穴12aから突出する部分に蝶ナット23を螺合し、長手方向の任意の位置で締結することで、係合部材21を簡単な構成で基部12及び鉄筋3と確実に固定することができる。 According to this configuration, the engaging member 21 is placed on top of the base 12, and a wing nut 23 is screwed onto the portion of the bolt 22 provided on the engaging member 21 that protrudes from the elongated hole 12a of the base 12. By fastening it at any position in the longitudinal direction, the engaging member 21 can be securely fixed to the base 12 and the reinforcing bar 3 with a simple configuration.

また、平板部13は、基部12とは反対側の表面に弾性体としてのゴム板14が設けられている。 Furthermore, the flat plate portion 13 has a rubber sheet 14, which acts as an elastic material, provided on the surface opposite to the base portion 12.

この構成によれば、平板部13は型枠としての外側型枠SKに対して面的に押圧力を作用させつつ、ゴム板14の弾性力の作用で外側型枠SKの内側面に対して確実に密着させることができる。 With this configuration, the flat plate portion 13 can apply a surface-level pressing force to the outer formwork SK, while the elastic force of the rubber plate 14 ensures that it adheres securely to the inner surface of the outer formwork SK.

また、係合部材21は、係合穴21cにおける内周の輪郭の一部に三角形状部21dが形成されている。 Furthermore, the engaging member 21 has a triangular portion 21d formed on a part of the inner circumference contour of the engaging hole 21c.

この構成によれば、係合穴21cにおける内周の輪郭の一部に三角形状部21dが形成されているので、外径の異なる複数種類の鉄筋3を係合穴21cに安定して係合させることができる。 With this configuration, a triangular portion 21d is formed on a part of the inner contour of the engagement hole 21c, allowing multiple types of reinforcing bars 3 with different outer diameters to be stably engaged in the engagement hole 21c.

また、係合部材21は、係合穴21cの周方向の一部が開口するC字形状に形成されている。 Furthermore, the engaging member 21 is formed in a C-shape, with a portion of the circumferential direction of the engaging hole 21c being open.

この構成によれば、係合穴21cの周方向の一部に形成された開口から鉄筋3の側面を差し込むことができるので、垂直方向に配置される鉄筋3である縦筋3Tのみならず、水平方向に配置される横筋3Yに対しても、任意の位置で係合穴21cに係合させて、外側型枠SKと鉄筋3との間に型枠通り治具1を取付けることができる。 With this configuration, the side of the reinforcing bar 3 can be inserted through the opening formed in a part of the circumferential direction of the engagement hole 21c. Therefore, not only the vertically arranged reinforcing bars 3T, but also the horizontally arranged reinforcing bars 3Y, can be engaged with the engagement hole 21c at any desired position, allowing the formwork alignment jig 1 to be attached between the outer formwork SK and the reinforcing bars 3.

ここで、型枠通り治具1を横筋3Yに取付ける例について、図22及び図23を参照しつつ説明する。図22は型枠通り治具1を横筋3Yに取付けた様子を正面視にて示す説明図であり、図23は同じく平面視にて示す説明図である。図22、図23に示すように、型枠通り治具1は、蝶ナット23が基部12に対して上方に位置する姿勢で、横筋3Yに取付けられている。Y方向に配置され且つ外側型枠SKに対向する横筋3Yへの型枠通り治具1の取り付け位置は、撓みにくい箇所が好適であり、例えば、X方向に配置される横筋3Yとの交差部近傍とすることが好ましい。横筋3Yにおける撓みにくい箇所に型枠通り治具1を取付けることで、外側型枠SKの内側面を確実に押圧することが可能となる。尚、型枠通り治具1は、横筋3Yに対して蝶ナット23が基部12の下側となる向きで取付けてもよい。 Here, an example of attaching the formwork alignment jig 1 to the horizontal reinforcement bar 3Y will be explained with reference to Figures 22 and 23. Figure 22 is an explanatory diagram showing the formwork alignment jig 1 attached to the horizontal reinforcement bar 3Y in a front view, and Figure 23 is an explanatory diagram showing the same in a plan view. As shown in Figures 22 and 23, the formwork alignment jig 1 is attached to the horizontal reinforcement bar 3Y with the wing nut 23 positioned above the base 12. The attachment position of the formwork alignment jig 1 to the horizontal reinforcement bar 3Y, which is arranged in the Y direction and facing the outer formwork SK, is preferably a location that is less prone to bending. For example, it is preferable to attach it near the intersection with the horizontal reinforcement bar 3Y arranged in the X direction. By attaching the formwork alignment jig 1 to a location on the horizontal reinforcement bar 3Y that is less prone to bending, it becomes possible to reliably press the inner surface of the outer formwork SK. Note that the formwork alignment jig 1 may also be attached to the horizontal reinforcement bar 3Y with the wing nut 23 facing below the base 12.

<第1変形例>
上記実施形態では、基部12と平板部13とをそれぞれ別体の金属板により形成し、基部12の長手方向の一端面に平板部13を溶接により接合して両部材を一体化する構成としたが、これには限られない。予め一体の金属板を用いて、折曲げ加工により基部12と平板部13とそれぞれ形成するようにしてもより。例えば、図24に示す第1変形例は、基部12と平板部13とを一枚の金属板によって構成したものであり、基部12における断面コの字状に成形された部分の一端側が長方形状に延設され、上下一対の長方形部分をそれぞれ上向きと下向きとにそれぞれ直角に折曲げ加工を施して平板部13,13を形成したものである。本変形例では、上下一対の平板部13,13に一対のゴム板14,14がそれぞれ接着剤により接着される。
<First variation>
In the above embodiment, the base portion 12 and the flat plate portion 13 are formed from separate metal plates, and the flat plate portion 13 is welded to one end face in the longitudinal direction of the base portion 12 to integrate the two members. However, the embodiment is not limited to this. It is also possible to use a single metal plate beforehand and form the base portion 12 and the flat plate portion 13 by bending. For example, in the first modified example shown in Figure 24, the base portion 12 and the flat plate portion 13 are made from a single metal plate, and one end of the portion of the base portion 12 that is formed in a U-shape in cross-section is extended in a rectangular shape, and the upper and lower rectangular portions are bent at right angles upward and downward, respectively, to form the flat plate portions 13, 13. In this modified example, a pair of rubber plates 14, 14 are bonded to the upper and lower flat plate portions 13, 13 with adhesive.

<第2変形例>
上記実施形態では、型枠通り治具取付け工程を示す図14において、縦筋3Tの上端付近に型枠通り治具1を固定した様子を示したが、これには限られない。型枠通り治具1の鉄筋3への取り付け位置は、ベース部天端予定高さBLよりも上方位置であればよく、例えば、図25に示す第二変形例では、縦筋3Tにおいて上から1番目の横筋3Yと上から2番目の横筋3Yとの間の位置に型枠通り治具1を固定した様子を示している、
<Second variation>
In the above embodiment, Figure 14, which shows the formwork alignment jig installation process, illustrates how the formwork alignment jig 1 is fixed near the upper end of the vertical reinforcement bar 3T, but this is not the only possible configuration. The attachment position of the formwork alignment jig 1 to the reinforcement bar 3 can be any position above the planned height BL of the top of the base section. For example, in the second modified example shown in Figure 25, the formwork alignment jig 1 is fixed to the vertical reinforcement bar 3T at a position between the first horizontal reinforcement bar 3Y from the top and the second horizontal reinforcement bar 3Y from the top.

<その他の変形例>
本発明は、上述した実施の形態に限定されるものではなく、本発明の主旨を逸脱しない範囲で種々に変更を施すことが可能である。例えば、上記実施形態では係合部材21を係合穴21cの周方向の一部が開口するC字形状に形成される構成を示したが、これには限られない。例えば、係合部材21を係合穴21cの全周が閉塞されたリング形状に形成される構成としてもよい。
<Other variations>
The present invention is not limited to the embodiments described above, and various modifications can be made without departing from the spirit of the invention. For example, in the above embodiment, the engaging member 21 is shown to be formed in a C-shape with a part of the circumferential direction of the engaging hole 21c being open, but the invention is not limited to this. For example, the engaging member 21 may be formed in a ring shape with the entire circumference of the engaging hole 21c closed.

また、上記実施形態において、型枠の内側面と鉄筋との間隔Lを確認し易くするため、基部12の上面又は下面に刻設された各目盛り12bの近傍に、40[mm]、45[mm]、50[mm]・・・のように、治具本体10の長手方向一端(型枠の内側面に当接するゴム板14の表面)からの距離を表す数値を表示するようにしてもよい。 Furthermore, in the above embodiment, to make it easier to confirm the distance L between the inner surface of the formwork and the reinforcing bars, numerical values representing the distance from one end of the jig body 10 in the longitudinal direction (the surface of the rubber plate 14 that contacts the inner surface of the formwork) may be displayed near each scale 12b engraved on the upper or lower surface of the base 12, such as 40 [mm], 45 [mm], 50 [mm], etc.

また、上記実施形態では、平板部13において、基部12とは反対側の表面にゴム板14を設ける構成としたが、必要な弾性を有する弾性体であれば、ゴム板以外の弾性体を用いる構成としてもよい。例えば、本発明の弾性体として、合成樹脂を発泡させて形成したスポンジ板を平板部13に設ける構成としてもよい。 Furthermore, in the above embodiment, the rubber plate 14 is provided on the surface of the flat plate portion 13 opposite to the base portion 12. However, any elastic material with the necessary elasticity may be used instead of a rubber plate. For example, as the elastic material of the present invention, a sponge plate formed by foaming synthetic resin may be provided on the flat plate portion 13.

また、上記実施形態では、それぞれ別体の金属板により形成した基部12と平板部13とを溶接により接合して一体化する例を示したが、溶接以外の方法で両部材を一体化した構成としてもよい。例えば、予め基部12及び平板部13の一方又は両方の部材に固定代を延設しておき、固定代にプレス成形加工を施すことで両部材を一体化するようにしてもよい。 Furthermore, while the above embodiment shows an example where the base portion 12 and the flat plate portion 13, each formed from separate metal plates, are joined and integrated by welding, the two members may be integrated by methods other than welding. For example, a fixing allowance may be pre-extended on one or both of the base portion 12 and the flat plate portion 13, and the two members may be integrated by press forming on the fixing allowance.

1 型枠通り治具
10 治具本体
12 基部
12a 長穴
13 平板部
14 ゴム板(弾性体)
20 可動固定具
21 係合部材
21c 係合穴
21d 三角形状部
22 ボルト(凸部)
23 蝶ナット(固定部材、ナット)
B ベース部
BL ベース部天端予定高さ
N 布基礎部
SK 外側型枠
UK 内側型枠
1 Formwork alignment jig 10 Jig body 12 Base 12a Slotted hole 13 Flat plate 14 Rubber plate (elastic material)
20 Movable fixing device 21 Engaging member 21c Engaging hole 21d Triangular part 22 Bolt (protruding part)
23. Wing nut (fixing component, nut)
B Base section BL Planned height of the top of the base section N Strip foundation section SK Outer formwork UK Inner formwork

Claims (6)

コンクリート基礎を形成する際に型枠と鉄筋との間で前記型枠の前記鉄筋に対向する内側面を押圧するように取付けられて前記型枠を整列させるために使用される治具であって、
長手方向に所定長さを有する基部、及び前記基部の一端に交差して設けられて前記型枠の前記内側面を押圧するための平板部を有する治具本体と、
前記鉄筋に係合される係合穴を有し且つ前記基部に対して長手方向に相対位置を調整可能に設けられる係合部材、及び前記係合部材を前記鉄筋に対して取り外し可能に固定する固定部材を有する可動固定具と、
を備える、型枠通り治具。
A jig used to align formwork when forming a concrete foundation, which is attached between the formwork and the reinforcing bars so as to press against the inner surface of the formwork that faces the reinforcing bars ,
A jig body having a base having a predetermined length in the longitudinal direction, and a flat plate portion provided intersecting one end of the base for pressing the inner surface of the formwork ,
A movable fixing device having an engagement member having an engagement hole for engaging with the reinforcing bar and being provided so as to be able to adjust its relative position in the longitudinal direction with respect to the base, and a fixing member for removably fixing the engagement member to the reinforcing bar,
A formwork alignment jig equipped with the following features.
前記基部は、前記長手方向に延びる長穴を有し、
前記係合部材は、前記長穴に挿入される凸部を有し、前記凸部が前記長穴の前記長手方向における任意の位置に挿入された状態で前記固定部材を介して前記基部と固定される、請求項1に記載の型枠通り治具。
The base portion has an elongated hole extending in the longitudinal direction,
The formwork alignment jig according to claim 1, wherein the engaging member has a projection that is inserted into the elongated hole, and the projection is fixed to the base via the fixing member when inserted into any position in the longitudinal direction of the elongated hole.
前記基部は、断面コの字形状の金具であり、
前記係合部材は、前記基部の内側に重ねて配置される断面コの字形状の金具であって、
前記係合部材は、前記基部の前記長穴形成面に対向する対向面に前記凸部としてのボルトが設けられて前記長穴に挿入され、前記ボルトの前記長穴から突出する部分に前記固定部材としてのナットを螺合して締結することで前記基部及び前記鉄筋と固定される、請求項2に記載の型枠通り治具。
The base is a metal fitting with a U-shaped cross-section.
The engaging member is a metal fitting with a U-shaped cross-section that is placed on top of the inside of the base,
The formwork alignment jig according to claim 2, wherein the engaging member is fixed to the base and the reinforcing bar by screwing a nut, which serves as the fixing member, onto the portion of the bolt that protrudes from the elongated hole and fastening it to the opposing surface of the base that faces the surface forming the elongated hole.
前記平板部は、前記基部とは反対側の表面に弾性体が設けられている、請求項1乃至3の何れか一項に記載の型枠通り治具。 The formwork alignment jig according to any one of claims 1 to 3, wherein the flat plate portion has an elastic body provided on the surface opposite to the base portion. 前記係合部材は、前記係合穴における内周の輪郭の一部に三角形状部が形成されている、請求項1乃至3の何れか一項に記載の型枠通り治具。 The formwork alignment jig according to any one of claims 1 to 3, wherein the engaging member has a triangular portion formed on a part of the inner circumference contour of the engaging hole. 前記係合部材は、前記係合穴の周方向の一部が開口するC字形状に形成されている、請求項1乃至3の何れか一項に記載の型枠通り治具。 The formwork alignment jig according to any one of claims 1 to 3, wherein the engaging member is formed in a C-shape with a portion of the circumferential direction of the engaging hole being open.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242429A (en) 2001-02-15 2002-08-28 Kyoei Seisakusho:Kk Root fixture for concrete formwork
JP2020002556A (en) 2018-06-26 2020-01-09 岡部株式会社 Support for floating form

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6097948U (en) * 1983-12-13 1985-07-04 丸井産業株式会社 Construction separator mounting bracket

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242429A (en) 2001-02-15 2002-08-28 Kyoei Seisakusho:Kk Root fixture for concrete formwork
JP2020002556A (en) 2018-06-26 2020-01-09 岡部株式会社 Support for floating form

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