JP4111214B2 - How to mount the gate block reinforcing bar to the formwork for manufacturing the coupler assembling jig and the reinforcing bar with the coupler - Google Patents

How to mount the gate block reinforcing bar to the formwork for manufacturing the coupler assembling jig and the reinforcing bar with the coupler Download PDF

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JP4111214B2
JP4111214B2 JP2005246917A JP2005246917A JP4111214B2 JP 4111214 B2 JP4111214 B2 JP 4111214B2 JP 2005246917 A JP2005246917 A JP 2005246917A JP 2005246917 A JP2005246917 A JP 2005246917A JP 4111214 B2 JP4111214 B2 JP 4111214B2
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coupler
reinforcing bar
side wall
connector
assembly jig
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JP2007063748A (en
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春光 中山
隆 岩佐
賢治 武富
隆博 村上
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共和コンクリート工業株式会社
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Description

本発明は、門形ブロック鉄筋の側壁部の鉄筋の先端部に連結器を組付けるための連結器組付治具と、連結器を側壁部鉄筋に組付けた門形ブロックの連結器付鉄筋と、門形ブロックの連結器付鉄筋の製造用型枠への装着方法に関する。   The present invention relates to a coupler assembling jig for assembling a coupler to the tip of a reinforcing bar on a side wall of a gate-shaped block reinforcing bar, and a reinforcing bar with a coupler for a gate-shaped block in which the coupler is assembled to the side wall of the reinforcing bar. Further, the present invention relates to a method for mounting a reinforcing bar with a connector of a gate-shaped block to a manufacturing form.

門形ブロックの側壁の先端には、この門形ブロックを基盤に取り付ける場合や、門形ブロック相互を対向させて連結するために、上記側壁部内に配置される鉄筋に組付けた連結器が設けられている。   At the tip of the side wall of the portal block, there is a connector assembled to the reinforcing bars arranged in the side wall to connect the portal block to the base or to connect the portal blocks facing each other. It has been.

そして従来のこの種の連結器は、例えば特許文献1に示されているように、側壁用鉄筋の先端にねじを設け、対向する両側壁用配筋の相互と、各配筋のねじに螺合する袋ナット形式のカプラーとからなっており、このカプラーの締め込みにより上記鉄筋を連結するようになっている。   In this conventional connector, for example, as shown in Patent Document 1, a screw is provided at the tip of the side wall reinforcing bars, and the opposite side wall reinforcing bars are screwed to each other and to the screws of the reinforcing bars. It consists of a cap nut type coupler to be joined, and the rebar is connected by tightening this coupler.

特開2001−32388号公報JP 2001-32388 A

上記した従来技術にあっては、側壁用鉄筋の先端部にねじを設けなければならず、また、この個々の鉄筋の相互にねじ込んでこれを連結する連結器も機械加工にて作らなければならないため多くの機械加工を必要として連結器のためのコストが高くなるという問題がある。   In the above-described prior art, a screw must be provided at the tip of the side wall reinforcing bar, and a coupler for screwing and connecting the individual reinforcing bars to each other must also be made by machining. Therefore, there is a problem in that a lot of machining is required and the cost for the coupler is increased.

また、上記従来技術では、各鉄筋に対する連結器の組付けが、門形の鉄筋を型枠に装着してから、すなわち、コンクリートの打設の前に、あるいはコンクリート打設後に行われるため、この連結器の組付けが上記門形の鉄筋とは別工程にて行われることになり、しかもこの連結器が、各鉄筋ごとになってその数が多くなることにより、門形ブロックの成形のための工程が多くなってしまうという問題があった。   Further, in the above-described prior art, since the connector is assembled to each reinforcing bar after the gate-shaped reinforcing bar is attached to the formwork, that is, before the concrete is placed or after the concrete is placed. Assembling of the coupler is performed in a separate process from the above-mentioned gate-shaped reinforcing bars, and the number of the couplers is increased for each reinforcing bar. There is a problem that the number of processes increases.

また、この種の門形ブロックにおいて、側壁の姿勢が両側壁の間隔方向、すなわち梁部に対して傾斜させた斜角門形ブロックを成形する場合があるが、この斜角門形ブロックにより斜角暗渠ブロックを構成するときに、両ブロックの側壁の端部における連結器の位置が、相互に正確であることが必要である。そのため、この側壁の内部鉄筋端部の所定の位置に1個以上の連結器を設ける際に、斜角度により異なる側壁部の寸法変化、側壁用鉄筋の間隔の寸法誤差に対応して、側壁部の所定位置の凹穴内に連結器が正確に露出するように斜角門形ブロックの側壁用鉄筋の連結器を異なる斜角に応じて正確に装着できるようにした連結器組付治具が要望されていた。   In addition, in this type of portal block, there is a case where an oblique portal block is formed in which the posture of the side wall is inclined with respect to the interval between both side walls, that is, with respect to the beam portion. When constructing the blocks, it is necessary that the position of the coupler at the end of the side walls of both blocks be mutually accurate. Therefore, when one or more couplers are provided at predetermined positions of the end portion of the internal reinforcing bar of the side wall, the side wall portion corresponds to the dimensional change of the side wall portion depending on the oblique angle and the dimensional error of the interval between the side wall reinforcing bars. There is a need for a coupler assembly jig that can accurately mount the connector of the reinforcing bar for the side wall of the bevel gate block according to different bevel angles so that the connector is accurately exposed in the recessed hole at a predetermined position. It was.

本発明は上記のことにかんがみなされたもので、梁部分の鉄筋と共に行われる側壁用の鉄筋の配筋時に、この側壁用鉄筋に機械加工を特に必要としないで連結器を組付けることができ、また斜角門形ブロックの成形時において、側壁の所定の斜角範囲においての上記連結器の組付けを正確に行うことができるようにした門形ブロック鉄筋の連結器組付治具と連結器組付鉄筋及びこれの製造用型枠への装着方法を提供することを目的とするものである。   The present invention has been considered in view of the above, and when a reinforcing bar for a side wall is arranged together with the reinforcing bar of the beam portion, a coupler can be assembled to the side reinforcing bar without particularly requiring machining. In addition, a gate block reinforcing bar connector assembling jig and a connector capable of accurately assembling the connector in a predetermined oblique angle range of the side wall at the time of forming the oblique gate block. An object of the present invention is to provide an assembly reinforcing bar and a method for mounting the same on a formwork for manufacturing the same.

上記目的を達成するために、本発明に係る門形ブロック鉄筋の連結器組付治具は連結器本体に棒状の接合部材を立設してなる連結器を側壁用鉄筋に上記接合部材を連接して組付けた門形ブロック鉄筋の連結器組付治具において、所定の長さの基礎に設けた基盤と、基盤上に水平方向に旋回可能に、かつ任意の角度で固定可能に設けた旋回台と、旋回台上に着脱可能に固着され、かつ連結器の連結器本体を着脱可能に取付ける連結器取付手段を有する連結器取付部材と、基礎上に、これの長手方向に移動可能に取付けられ、かつ高さ調節可能にして門形ブロックの梁部の鉄筋を支承する少なくとも1台の鉄筋支持台と
を備えた構成になっている。
In order to achieve the above-described object, the gate block reinforcing bar coupler assembly jig according to the present invention connects a coupler formed by standing a rod-shaped bonding member on the coupler body to the reinforcing bar for the side wall. In the gate block rebar coupler assembly jig assembled, the base provided on the base of a predetermined length, and the base can be turned horizontally on the base and fixed at an arbitrary angle. A swivel base, a coupler mounting member that is detachably fixed on the swivel base and has a coupler mounting means for detachably mounting the coupler main body of the coupler, and movable on the foundation in the longitudinal direction thereof The structure is provided with at least one reinforcing bar support that is attached and can be adjusted in height and supports the reinforcing bar of the beam portion of the portal block.

そして上記構成において、基盤を基礎の長手方向両側部に、少なくとも一方を長手方向に移動可能にして設け、また、基礎の長さを可変にし、さらに、基盤の上面に旋回台の旋回角度を示す角度目盛を設けた構成になっている。   In the above configuration, the base is provided on both sides in the longitudinal direction of the foundation, at least one of which is movable in the longitudinal direction, the length of the foundation is variable, and the swivel angle of the swivel is shown on the upper surface of the base. An angle scale is provided.

また、上記各構成の門形ブロック鉄筋の連結器組付治具において、旋回台の旋回中心に対する両側端部に支柱を立設し、この支柱間に、門形ブロックの側壁用鉄筋をこれに接合する連結器の接合部材と共に保持する保持部材を、側壁用鉄筋と連結器の接合部材を保持する姿勢から保持を外す姿勢に可動にして設けた構成になっている。   Further, in the gate block reinforcing bar connector assembling jig of each configuration described above, support pillars are erected on both side ends with respect to the turning center of the swivel base, and the reinforcing bars for the side walls of the gate block are provided between the pillars. The holding member that is held together with the joining member of the coupler to be joined is configured to be movable from the posture of holding the side wall reinforcing bar and the joining member of the coupler to the posture of removing the holding.

そして本発明に係る門形ブロックの連結器付鉄筋は、側壁用鉄筋に連結器を組付けてある。   And the reinforcing bar with a connector of the gate-shaped block which concerns on this invention has assembled | attached the connector to the reinforcing bar for side walls.

そしてさらに、本発明に係る門形ブロックの連結器付鉄筋の製造用型枠への装着方法は、隣接する相互の鉄筋を連結してなる側壁用鉄筋に、連結器組付治具の連結器取付部材に所定の間隔で固定された複数の連結器を組付けて複数の連結器を有する連結器付鉄筋とし、その後、各連結器を連結器組付治具から外して、この連結器付鉄筋を型開き状態の製造用型枠の底面部材上に設置し、この底面部材に各連結器を着脱可能に固着するようにした。 Further, according to the present invention, there is provided a method for mounting a portal block rebar with a connecting form to a formwork for manufacturing, wherein a rebar for a side wall formed by connecting adjacent rebars to a rebar for a connector assembly jig. A plurality of couplers fixed at predetermined intervals on the mounting member are assembled into a rebar with a coupler having a plurality of couplers, and then each coupler is removed from the coupler assembly jig, and this coupler is attached. Reinforcing bars were placed on the bottom member of the mold for production in the mold open state, and each coupler was detachably fixed to the bottom member.

本発明によれば、L字状の分割門形ブロックを含む門形ブロックの側壁用鉄筋に、予め製造してある連結器の棒状の接合部材を組付けるようにしたことにより、側壁を他の部材に連結するための連結器としての機械加工を必要とせず、連結器のためのコストを低くすることができる。   According to the present invention, since the bar-shaped joining member of the connector manufactured in advance is assembled to the reinforcing bar for the side wall of the gate-shaped block including the L-shaped divided gate-shaped block, Machining as a coupler for coupling to the member is not required, and the cost for the coupler can be reduced.

そして特に請求項1から5に係る発明では、L字状をした分割門形ブロックを含む門形ブロックの製品設計に基づいてこれの側壁用鉄筋の正確な位置に連結器を組付けることができる。このときの門形ブロックの側壁が梁の長手方向に対して任意の角度に傾斜する場合においても、この側壁の梁部の長さ方向に対して直角を含む任意の傾斜角度に対応して連結器を側壁用鉄筋に接合することができる。   In particular, in the invention according to claims 1 to 5, the coupler can be assembled at the exact position of the reinforcing bar for the side wall based on the product design of the portal block including the L-shaped divided portal block. . Even when the side wall of the portal block at this time is inclined at an arbitrary angle with respect to the longitudinal direction of the beam, it is connected corresponding to an arbitrary inclination angle including a right angle with respect to the length direction of the beam portion of the side wall. The vessel can be joined to the side wall rebar.

また、特に請求項5に係る発明では、側壁用鉄筋と連結器の接合部材との接合位置を、側壁の厚み方向に正確に位置させることができ、いわゆるかぶり寸法を適正に維持することができる。   In particular, in the invention according to claim 5, the joining position between the reinforcing bar for side wall and the joining member of the coupler can be accurately positioned in the thickness direction of the side wall, and the so-called fogging dimension can be properly maintained. .

また本発明の請求項6の門型ブロックの連結器付鉄筋の製造用型枠への装着方法によれば、鉄筋を製造用型枠に装着する前に、これの側壁用鉄筋に連結器が組付けられることにより、従来のように、この連結器をコンクリートの打設時や打設後にこの連結器を装着する工程を行う必要がなくなり、門形ブロックを成形するための工程を少なくすることができる。 Further, according to the method of mounting the reinforcing bar with the connector of the gate block according to the sixth aspect of the present invention on the manufacturing formwork, before the reinforcing bar is mounted on the manufacturing formwork, the connector is attached to the sidebar reinforcing bar. By being assembled, it is not necessary to perform the process of attaching the coupler when placing the concrete, or after placing, as in the past, and the number of steps for molding the gate block is reduced. Can do.

図1から図3は本発明を適用しようとする門形ブロックのいくつかの例を示すもので、図1は梁部aに対して左右の側壁部a,aが、梁部aの長さ方向に対して直角状になっている通常の門形ブロックAを、また、図2は梁部bに対して左右の側壁部b,bが、梁部bの長さ方向に対して同一方向(平行)に傾斜した斜角門形ブロックBを、図3は、上記斜角門形ブロックBを梁部bで左右方向に分割した形状の梁部cと1つの側壁部cからなる分割斜角門形ブロックCをそれぞれ示す。なお図示してないが、梁部に対して側壁部をハの字状(対称状)に傾斜させたものもある。 FIGS. 1 to 3 show some examples of portal blocks to which the present invention is to be applied. FIG. 1 shows that the left and right side wall portions a 1 and a 2 of the beam portion a are A normal portal block A having a right angle with respect to the length direction is shown, and in FIG. 2, the left and right side wall portions b 1 and b 2 are in the length direction of the beam portion b. beveled gantry block B which is inclined in the same direction (parallel) for, FIG. 3, the beam portion c and one side wall portion c 1 having a shape divided in the lateral direction of the oblique gantry block B in the beam portion b Each of the divided bevel gate blocks C is shown. Although not shown in the drawings, there is a case in which the side wall portion is inclined in a C shape (symmetrical shape) with respect to the beam portion.

そして上記各門形ブロックA,B,Cのうち、それぞれの側壁部の端面相互を、この部分に組付けた連結器Jの相互を結合することにより第1、第2の門形ブロックA,Bは、例えば図1に示すように天地を逆にして上下に組合せることにより暗渠を構成されるようになっている。   Of the gate-shaped blocks A, B, C, the first and second gate-shaped blocks A, A, B are joined by connecting the end faces of the side walls to each other of the couplers J assembled to this portion. For example, as shown in FIG. 1, B is configured as a culvert by combining upside down with the top and bottom reversed.

そして図3に示した分割斜角門形ブロックCの場合には種々の使い方があるが、例えば、これの側壁cの端面に屏風状ブロックDを結合して用いる。 And there are various usage in the case of split beveled gantry block C shown in FIG. 3, for example, used to combine the folding screen-like block D on the end surface of the side wall c 1 of this.

各門型ブロックA,B,Cのそれぞれには図2にて例示した斜角門型ブロックBのように、梁部bに配置した梁用鉄筋eと各側壁部b,bに配置した側壁用鉄筋e,eからなる鉄筋MDが内装してあり、上記両側壁用鉄筋e,eの先端に後述する連結器Jが組付けられている。このときの連結器Jは、各図示ではブロックの外側に設けた例を示したが、これは内側に設ける場合もあり、さらに両側に設ける場合もある。 Each of the portal blocks A, B, and C is disposed on the beam reinforcing bar e disposed on the beam portion b and each of the side wall portions b 1 and b 2 , as in the oblique gate block B illustrated in FIG. Reinforcing bars MD composed of side wall reinforcing bars e 1 and e 2 are internally provided, and a connector J, which will be described later, is assembled to the ends of both side wall reinforcing bars e 1 and e 2 . In this case, the connector J at this time is provided on the outside of the block in each figure, but this may be provided on the inside or may be provided on both sides.

本発明は上記側壁用鉄筋e,eに連結器Jを組付ける治具に係るものであり、以下に図4から図11を用いてその実施例1を説明する。 The present invention relates to a jig for assembling the connector J to the side wall reinforcing bars e 1 and e 2, and the first embodiment will be described below with reference to FIGS. 4 to 11.

図4は上記連結器組付治具の概略構成を示す斜視図、図5はその正面図である。図4、図5において、1は2本のフレーム1a,1bを前後に離隔して平行に結合してなる基礎、2a,2bはこの基礎1の左右(長手)方向両側部に配置した基盤であり、少なくとも一方の基盤2bが左右方向に移動可能に、かつ任意の位置に固定可能にさらに着脱可能になっている。   FIG. 4 is a perspective view showing a schematic configuration of the coupler assembling jig, and FIG. 5 is a front view thereof. 4 and 5, reference numeral 1 denotes a foundation formed by connecting two frames 1a and 1b apart in the front-rear direction and connected in parallel, and 2a and 2b are foundations disposed on both sides of the foundation 1 in the left and right (longitudinal) direction. In addition, at least one base 2b is further detachable so as to be movable in the left-right direction and fixed at an arbitrary position.

上記基礎1を構成する一対のフレーム1a,1bはH形鋼、溝鋼、角パイプ等の形材が用いられている。そして各フレーム1a,1bは長手方向に分割されていると共に、分割端部に互いに摺動可能に嵌め合わされていて、基礎1の長さが変えられるようになっている。   The pair of frames 1a and 1b constituting the foundation 1 are made of a shape material such as H-shaped steel, groove steel, and square pipe. Each of the frames 1a and 1b is divided in the longitudinal direction and slidably fitted to the divided end portion so that the length of the foundation 1 can be changed.

また、図4、図5において、3は上記した鉄筋MDを支持するための鉄筋支持台であり、この各鉄筋支持台3は基礎1の前後のフレーム1a,1bに対して左右方向に移動可能に係合した前後一対の支承部4a,4bと、この各支承部4a,4bに上下方向に摺動可能で、かつ任意の高さで固定可能にした横架部材5とからなっている。そしてこの鉄筋支持台3は左右方向に複数台、その数を増減可能にして配設されている。横架部材5は上記鉄筋MDの梁部分を支持するように門形に形成されている。   4 and 5, reference numeral 3 denotes a reinforcing bar support for supporting the above-described reinforcing bar MD. Each reinforcing bar support 3 is movable in the left-right direction with respect to the frames 1 a and 1 b on the front and rear of the foundation 1. A pair of front and rear support parts 4a and 4b engaged with each other, and a horizontal member 5 that can be slid in the vertical direction on each of the support parts 4a and 4b and can be fixed at an arbitrary height. A plurality of the reinforcing bar support tables 3 are arranged in the left-right direction so that the number thereof can be increased or decreased. The horizontal member 5 is formed in a gate shape so as to support the beam portion of the reinforcing bar MD.

図6は図4、図5で示した連結器組付治具の右側の基盤2b部を示す斜視図である。左右の基盤2a,2b上の構成は同じなので、以下にこの構成をこの図6で示した右側の部分で説明する。   FIG. 6 is a perspective view showing a base 2b portion on the right side of the coupler assembling jig shown in FIGS. Since the structures on the left and right bases 2a and 2b are the same, this structure will be described below in the right part shown in FIG.

上記基盤2b上には旋回台6が垂直軸心を中心にして水平方向に旋回可能にかつ任意の回転角位置にて固定可能にして支持されている。この支持部の構成は、例えば図7(a)に示すように、基盤2bに設けた軸受部材7に旋回台6の下面に突設した軸8が回転自在に嵌合されている。そして上記軸受部材7の先端部の外周は先端から徐々に大径になるテーパ状になっていると共に先端部にスリ割溝7aが設けてあり、さらにこの支持部材7の先端部外周にねじが設けてあり、このねじにナット9を螺合することにより支持部材7の先端部が縮径されて軸8を固定できるようになっている。なお、上記ナット9の回転は外部からこの部分に挿入したスパナ10にて行われる。   A turntable 6 is supported on the base 2b so as to be turnable in the horizontal direction about the vertical axis and fixed at an arbitrary rotational angle position. As shown in FIG. 7A, for example, the support portion is configured such that a shaft 8 protruding from the lower surface of the swivel base 6 is rotatably fitted to a bearing member 7 provided on the base 2b. The outer periphery of the front end portion of the bearing member 7 is tapered with a diameter gradually increasing from the front end, and a slit groove 7a is provided at the front end portion. Further, a screw is provided on the outer periphery of the front end portion of the support member 7. A nut 9 is screwed into this screw so that the tip of the support member 7 is reduced in diameter so that the shaft 8 can be fixed. The nut 9 is rotated by a spanner 10 inserted into this portion from the outside.

またこの部分の構成は図7(b)に示すように支持部材7′のスリ割部の外側に軸直角方向に対向する一対の舌片11a,11bをスリ割溝の両側に設け、これの一方にねじ穴を、他方にねじ穴より大径の遊挿穴を同心状に設け、このねじ穴に遊挿穴から挿入したハンドル12aにて回転するねじ棒12にて両舌片11a,11bを締めることにより、支持部材7′に嵌合した軸8を固定するようにしてもよい。   7B, a pair of tongue pieces 11a and 11b that are opposed to each other in the direction perpendicular to the axis are provided on both sides of the slit groove on the outside of the slit portion of the support member 7 '. A screw hole is provided concentrically on one side and a loose insertion hole having a diameter larger than that of the screw hole on the other side, and both tongue pieces 11a and 11b are attached to a screw rod 12 rotated by a handle 12a inserted into the screw hole from the loose insertion hole. The shaft 8 fitted to the support member 7 ′ may be fixed by tightening.

なお上記した左右一対の旋回台6,6を、この実施例では個々に旋回するようにした例を示したが、この両旋回台6,6をリンク等で連結して、一方の旋回台の旋回により、他方の旋回台をこれに連動して旋回するようにしてもよい。   In this embodiment, the pair of left and right swivels 6 and 6 are individually swung. However, both swivels 6 and 6 are connected by a link or the like, By turning, the other turntable may turn in conjunction with this.

図6において、基盤2bの表面で、かつ旋回台6の長手方向端面の旋回軌跡部分に、角度目盛13が設けてあり、旋回台6の端面に、これに対応する指針14が刻設してある。上記角度目盛13は、旋回台6が基礎1に対して直角になったときの指針14に対応する位置が「0」となっており、この位置から両側へ例えばプラス、マイナス50度の範囲に目盛が刻設されている。   In FIG. 6, an angle scale 13 is provided on the surface of the base 2 b and on the turning locus portion of the longitudinal end surface of the swivel base 6, and the corresponding pointer 14 is engraved on the end face of the swivel base 6. is there. The position of the angle scale 13 corresponding to the pointer 14 when the swivel base 6 is perpendicular to the foundation 1 is “0”. From this position to both sides, for example, within a range of plus or minus 50 degrees. The scale is engraved.

図6において、旋回台6の上面には後述する連結器Jを取付ける連結器取付部材15が着脱可能に装着されている。例えば、この連結器取付部材15の両端部に締付け穴16,16が設けてあり、この各締付け穴16に対応する位置の旋回台6にねじ穴があり、締付け穴16にボルトを挿入して締付けることにより連結器取付部材15が旋回台6に着脱可能に固定されるようになっている。なお、このときのボルトの頭部が連結器取付部材15の上面に突出しないようにするために締付け穴16の開口部にボルトの頭部が沈降する凹部が設けてある。   In FIG. 6, a coupler mounting member 15 for mounting a coupler J described later is detachably mounted on the upper surface of the swivel base 6. For example, tightening holes 16, 16 are provided at both ends of the connector mounting member 15, and there are screw holes in the swivel 6 at positions corresponding to the respective tightening holes 16, and bolts are inserted into the tightening holes 16. By tightening, the coupler mounting member 15 is detachably fixed to the swivel base 6. In order to prevent the head of the bolt at this time from protruding from the upper surface of the coupler mounting member 15, a recess in which the head of the bolt sinks is provided in the opening of the tightening hole 16.

連結器取付部材15は長さL、幅W、高さtの直方体形状となっており、これの長さLは、前述した門形ブロックの側壁部の梁部に対する斜角度が直角から任意角度時における側壁部の側壁長に対応する長さとなっている。また幅Wは側壁の厚さ等に応じた任意の幅にしてある。   The coupler mounting member 15 has a rectangular parallelepiped shape having a length L, a width W, and a height t. The length L of the connector mounting member 15 is an angle from a right angle to the beam portion of the side wall portion of the portal block. It is the length corresponding to the side wall length of the side wall portion at the time. The width W is an arbitrary width according to the thickness of the side wall.

そしてこの連結器取付部材15には、これの長手方向の複数個所に、連結器Jを取付けるためのねじ孔17が設けてある。このねじ穴17の数及びその間隔は連結器取付部材15上に取付ける連結器Jの形態及び取付け数に対応するようになっている。またこの各ねじ孔17は旋回台6の旋回中心を通る線上に設けられている。   The connector mounting member 15 is provided with screw holes 17 for mounting the connector J at a plurality of locations in the longitudinal direction. The number of screw holes 17 and the interval between them correspond to the form and the number of attachments of the connector J to be mounted on the connector mounting member 15. Each screw hole 17 is provided on a line passing through the turning center of the turntable 6.

図8の各図(a)〜(d)は、本発明の連結器組付治具にて使用する連結器Jの各種異なる形態の連結器J1,J2,J3,J4を示す斜視図である。   FIGS. 8A to 8D are perspective views showing couplers J1, J2, J3, and J4 of various types of couplers J used in the coupler assembly jig of the present invention. .

図8の(a)に示す連結器J1は、直方体形状の連結器本体JBの上面の長手方向中央部に上記連結器取付部材15のねじ孔17にねじ込むボルトを挿入するボルト孔18が穿設してあり、これの両側に棒状の接合部材19,19が立設してある。   The connector J1 shown in FIG. 8 (a) has a bolt hole 18 into which a bolt to be screwed into the screw hole 17 of the connector mounting member 15 is formed at the longitudinal center of the upper surface of the rectangular parallelepiped connector body JB. The rod-shaped joining members 19, 19 are erected on both sides thereof.

図8の(b)に示す連結器J2は、上記した連結器J1と同様に直方体形状の連結器本体JBの長手方向中央に棒状の接合部材19が立設してあり、これの両側にボルト孔18,18が穿設してある。   In the connector J2 shown in FIG. 8 (b), a rod-like joining member 19 is erected at the center in the longitudinal direction of the rectangular parallelepiped connector body JB in the same manner as the connector J1 described above, and bolts are provided on both sides thereof. Holes 18 and 18 are formed.

図8の(c)に示す連結器J3は、連結器本体BJが正面側に開口を有する枠状になっており、これの上面の両側部に棒状の接合部材19,19が立設してあり、またこの連結器本体JBの枠を構成する下辺に1個または2個のボルト孔18,18が穿設してある。   The connector J3 shown in FIG. 8C has a frame shape in which the connector main body BJ has an opening on the front side, and rod-shaped joining members 19 and 19 are erected on both sides of the upper surface thereof. In addition, one or two bolt holes 18 are formed in the lower side constituting the frame of the connector main body JB.

図8の(d)に示す連結器J4は、連結器本体JBが上記した連結器J3と同様に正面側に開口を有する枠状になっており、これの上面の中央に1本の接合部材19が立設してあり、またこの連結器本体JBの枠を構成する下辺に1個のボルト孔18が穿設してある。   The connector J4 shown in FIG. 8 (d) has a frame shape in which the connector main body JB has an opening on the front side in the same manner as the connector J3 described above, and has one joining member at the center of the upper surface thereof. 19 is erected, and one bolt hole 18 is formed in the lower side constituting the frame of the connector main body JB.

これらの連結器J1〜J4の連結器本体JBは鋼または鋳鉄等硬質材料にて構成されていて、それぞれ下面は平坦な取付け面となっている。また接合部材19は、これの先端部に鉄筋MDの左右の側壁用鉄筋e,eと溶接または鉄線による結束等により接合するものであり、所定の長さを有すると共に、異形棒鋼が用いられている。そしてこれらにて構成される連結器J1〜J4は好ましくは亜鉛メッキあるいは塗装等の防蝕、防錆処理が施されている。上記接合部材19は連結器本体JBに対して摩擦圧接により、あるいは通常の溶接により結合されている。なお機械加工を必要とするのであまり好ましくはないが、ねじ結合もあり得る。 The coupler main body JB of these couplers J1-J4 is comprised with hard materials, such as steel or cast iron, and the lower surface is a flat attachment surface, respectively. Further, the joining member 19 is joined to the front end portion of the reinforcing member MD with the left and right side wall reinforcing bars e 1 and e 2 by welding or bundling with a steel wire, etc., and has a predetermined length and uses a deformed steel bar. It has been. The couplers J1 to J4 constituted by these are preferably subjected to corrosion prevention and rust prevention treatment such as galvanization or painting. The joining member 19 is coupled to the connector main body JB by friction welding or by ordinary welding. Although it is not preferable because it requires machining, there may be a screw connection.

この各連結器J1〜J4は、上記したように連結器本体JBと棒状の接合部材19にて他の工程にて予め製造されているもので、これを製造するのに特別な機械加工を必要としない。   Each of the couplers J1 to J4 is pre-manufactured in another process by the coupler main body JB and the rod-shaped joining member 19 as described above, and special machining is required to produce this. And not.

上記構成の連結器組付治具の使用状態を、図2に示した斜角門形ブロックBの鉄筋MDの両側の壁部用鉄筋e,eの先端に連結器J3を連結する場合について説明する。 When the coupler assembly jig having the above-described configuration is used, the coupler J3 is coupled to the tips of the wall reinforcing bars e 1 and e 2 on both sides of the reinforcing bar MD of the oblique gate block B shown in FIG. explain.

図4、図5において、左右の旋回台6,6を、上記斜角門形ブロックBの両側壁b,bの斜角θに合わせた角度に旋回して固定する。ついで図9に示すように、この旋回台6,6上に固着してある連結器取付部材15上に所定個数の連結器J3を、これのボルト孔18を貫通して連結器取付部材15に設けたねじ穴17にねじ込まれるボルト20にて固定する。 4 and 5, the left and right swivel bases 6 and 6 are pivoted and fixed at an angle corresponding to the oblique angle θ of the both side walls b 1 and b 2 of the oblique portal block B. Next, as shown in FIG. 9, a predetermined number of couplers J3 are passed through the coupler mounting member 15 fixed on the swivel bases 6 and 6, and the coupler mounting member 15 passes through the bolt holes 18 thereof. It fixes with the volt | bolt 20 screwed in the provided screw hole 17. As shown in FIG.

ついで図5に示すように、別の作業場で作られた鉄筋MDをクレーンで移動して連結器組付治具の鉄筋支持台3上に吊り降ろす。このときの鉄筋支持台3の高さは、この鉄筋MDの梁部bの高さが上記連結器取付部材15から所定の高さになるように予め設定しておく。   Next, as shown in FIG. 5, the rebar MD made in another work place is moved by a crane and hung on the rebar support base 3 of the coupler assembly jig. The height of the reinforcing bar support 3 at this time is set in advance so that the height of the beam portion b of the reinforcing bar MD is a predetermined height from the coupler mounting member 15.

この状態で図9に示すように、鉄筋MDの側壁用鉄筋e,eのそれぞれの先端部が、連結器取付部材15上の連結器J3に立設した各接合部材19と重複して隣接される。そしてこの状態で隣接する各鉄筋と接合部材19を溶接にて接合、あるいは針金にて結束して一体に接合する。 In this state, as shown in FIG. 9, the respective front end portions of the side wall reinforcing bars e 1 and e 2 of the reinforcing bar MD overlap with the respective joining members 19 erected on the coupler J3 on the coupler mounting member 15. Adjacent. In this state, the adjacent reinforcing bars and the joining member 19 are joined together by welding or bundled together with a wire to be joined together.

上記のようにして鉄筋MDの側壁用鉄筋e,eの先端部の所定位置に連結器Jが組付けられた連結器付鉄筋が構成される。このときの側壁用鉄筋e,eの梁部に対する斜角に合わせて旋回台6の角度を設定することにより、任意の斜角に合わせて連結器Jを組付けることができる。 As described above, a rebar with a coupler in which a coupler J is assembled at a predetermined position of the tip of the reinforcing bars for side walls e 1 and e 2 of the reinforcing bar MD is configured. By setting the angle of the swivel base 6 according to the oblique angle with respect to the beam portions of the side wall reinforcing bars e 1 and e 2 at this time, the coupler J can be assembled according to an arbitrary oblique angle.

このときにおいて、図9に示した例では、各連結器J3に立設した接合部材19に側壁用鉄筋e,eを直接接合した例を示したが、図10に示すように、連結器取付部材15上に取付けた複数の連結器Jの接合部材19に、隣接するもの相互に橋絡した補助筋22を溶接等により接合し、これに上記側壁用鉄筋e,eを接合するようにしてもよい。また、図中鎖線で示すように付着強度を満たす長いアンカー筋23を用いることにより側壁用鉄筋e,eと接合することなく連結器Jとして無論使用できる。このように構成することにより連結器Jに作用する外力が側壁鉄筋に対して分散して伝えられ、局所的な応力の発生を防止することができる。 At this time, in the example shown in FIG. 9, an example in which the side bars e 1 and e 2 are directly joined to the joining member 19 erected on each coupler J3 is shown. However, as shown in FIG. The adjacent reinforcing bars 22 that are bridged to each other are joined to the joining members 19 of the plurality of couplers J attached on the fixture attaching member 15 by welding or the like, and the side-wall reinforcing bars e 1 and e 2 are joined thereto. You may make it do. Also, as shown by the chain line in the figure, by using the long anchor bars 23 satisfying the adhesion strength, it can of course be used as the coupler J without being joined to the side wall reinforcing bars e 1 and e 2 . By comprising in this way, the external force which acts on the coupler J is distributed and transmitted with respect to a side wall reinforcing bar, and generation | occurrence | production of a local stress can be prevented.

この実施例1にて連結器Jが組付けられた側壁用鉄筋e,eは、連結器Jの接合部材19に沿わされることにより、この側壁用鉄筋e,eは、側壁b,bの厚さ方向の位置が適正になり、この鉄筋e,eのいわゆるかぶり寸法が適正に維持される。 The side-bar rebars e 1 and e 2 to which the coupler J is assembled in the first embodiment are placed along the joint member 19 of the coupler J, so that the side-bar rebars e 1 and e 2 are The positions in the thickness direction of b 1 and b 2 are appropriate, and the so-called cover dimensions of the reinforcing bars e 1 and e 2 are properly maintained.

またこのときにおいて、連結器Jは側壁部の内側あるいは外側の任意の位置に組付けられる。また、内側と外側の両側に連結器Jを組付ける場合は、連結器取付部材15の幅Wを広くしてこれに内外2列状に連結器を取付ける。   At this time, the coupler J is assembled at an arbitrary position inside or outside the side wall. Moreover, when assembling the coupler J on both the inner and outer sides, the width W of the coupler mounting member 15 is widened, and the couplers are attached to the inner and outer two rows.

なお、上記した構成では、連結器Jを連結器取付部材15へ取付けるのに、ボルト20を用いた例を示したが、連結器Jの連結器取付部材15に対する着脱の利便性を考慮して、図11(a)に示すように、上記ボルト20の代りに、連結器取付部材15に位置決めピン24を突設し、これに連結器本体JBに設けた穴25を嵌合し、(b)に示すように、両者をロングノーズタイプのグリッププライヤー26またはクランプにて拘持するようにしてもよい。この場合連結器取付部材15の下面に上記グリッププライヤー26等が挿入できる拘持用溝15aを設ける。   In the above-described configuration, the example in which the bolt 20 is used to attach the coupler J to the coupler attachment member 15 has been shown. However, in consideration of the convenience of attaching and detaching the coupler J to the coupler attachment member 15. As shown in FIG. 11 (a), instead of the bolt 20, a positioning pin 24 protrudes from the coupler mounting member 15, and a hole 25 provided in the coupler main body JB is fitted into the positioning pin 24. As shown in (2), both may be held by the long nose type grip pliers 26 or clamps. In this case, a holding groove 15a into which the grip pliers 26 and the like can be inserted is provided on the lower surface of the connector mounting member 15.

図12は、本発明に係る連結器取付治具の実施例2の要部を示す斜視図、図13(a)(b)は、連結器Jの接合部材19と側壁用鉄筋e,eの接合位置関係を示す説明図である。 FIG. 12 is a perspective view showing an essential part of the second embodiment of the coupler mounting jig according to the present invention, and FIGS. 13A and 13B are a joining member 19 of the coupler J and the side bars e 1 and e. It is explanatory drawing which shows 2 joining positional relationship.

この実施例2では、旋回台6aの両端部に支柱27,27が立設されており、これの間に位置されて旋回台6aに上記実施例1で示した連結器取付部材15が取付けられている。各支柱27,27にブラケット部材28,28が上下方向に摺動可能に、かつ任意の高さ位置に固定可能に嵌合されている。そしてこの両ブラケット部材28,28に、両支柱27,27の間に橋絡する板状の保持部材29が、水平状態から上方へ起立する姿勢にわたって回動可能に支持されている。   In the second embodiment, support columns 27 and 27 are erected on both ends of the swivel base 6a, and the coupler mounting member 15 shown in the first embodiment is mounted on the swivel base 6a. ing. Bracket members 28, 28 are fitted to the columns 27, 27 so as to be slidable in the vertical direction and to be fixed at arbitrary height positions. A plate-like holding member 29 that bridges between the support columns 27 and 27 is supported by the bracket members 28 and 28 so as to be rotatable from a horizontal state to an upward standing posture.

なお、上記両支柱27,27には、両支柱27,27を跨ぐ門形の支持部材の脚30,30が摺動自在に、かつ任意の高さに固定可能に支持することにより、この門形の支持部材にて門形ブロックの鉄筋MDの端部を支持することができる。また、この支持部材にて図3にて示した屏風状のブロックDの鉄筋を垂直に支持することができる。   It should be noted that the gates 30 and 30 of the gate-shaped support member straddling both the columns 27 and 27 are slidably supported on the columns 27 and 27 so as to be fixed at an arbitrary height. The end of the reinforcing bar MD of the portal block can be supported by the shaped support member. Further, the reinforcing member of the screen-like block D shown in FIG. 3 can be vertically supported by this supporting member.

この保持部材29には、これを水平状態にした姿勢において、上記連結器取付部材15に取付けた各連結器Jの接合部材19及び側壁用鉄筋e,eの接合部に対応する位置に、これらが入り込むようにした多数の切込み溝31が設けてある。このときの切込み溝31の幅は、図16(a)に示すように、側壁用鉄筋e,eと連結器Jの接合部材19を深さ方向に重ねて入れるようにするか、(b)に示すように並べて入るようにするか、適宜選択できる。そしてこのように上記鉄筋e,eと接合部材19とを切込み溝31で拘束した状態で両者を溶接あるいは結束にて接合する。 The holding member 29 is in a position corresponding to the joint portion of the joint member 19 of each coupler J and the side wall reinforcing bars e 1 and e 2 attached to the coupler attachment member 15 in the horizontal orientation. A large number of slits 31 are provided so that they can enter. The width of the cut groove 31 at this time, as shown in FIG. 16 (a), or to put on top in the depth direction the joining member 19 on the side wall reinforcing bar e 1, e 2 and coupler J, ( As shown in b), they can be arranged side by side or appropriately selected. In this manner, the rebars e 1 and e 2 and the joining member 19 are joined together by welding or bundling while being constrained by the cut groove 31.

図14は、上記保持部材29と側壁用鉄筋e,e及び連結器Jの接合部材19の接合時の位置関係を示す断面図(図12のX−X断面図)で、図14(a)に保持部材29の切込み溝31に鉄筋e,eと接合部材19とを深さ方向に重ねて入れた場合を、(b)にそれぞれ並べて入れた場合を示す。そして図中鎖線は成形後の門形ブロックの側壁の外面位置を示す。 14 is a cross-sectional view (XX cross-sectional view of FIG. 12) showing the positional relationship of the holding member 29, the side wall reinforcing bars e 1 and e 2, and the connecting member 19 of the coupler J. FIG. A case where the reinforcing bars e 1 and e 2 and the joining member 19 are overlapped in the depth direction in the cut groove 31 of the holding member 29 is shown in FIG. The chain line in the figure indicates the outer surface position of the side wall of the portal block after molding.

この実施例2では上記図14の(a),(b)のいずれの場合においても、互いに接合される側壁用鉄筋e,eと連結器Jの接合部材19の側壁の厚さ方向の位置決めが正確に行われることになり、側壁の外面から鉄筋e,eまでの距離、いわゆるかぶり寸法kを適正に設定できる。保持部材29は、これを起立方向へ回動することにより、接合状態の鉄筋e,eと接合部材19から離隔される。 In the second embodiment, in either case of FIGS. 14A and 14B, the side wall reinforcing bars e 1 and e 2 to be joined to each other and the side wall of the joining member 19 of the coupler J in the thickness direction. Positioning is performed accurately, and the distance from the outer surface of the side wall to the reinforcing bars e 1 and e 2 , the so-called cover dimension k can be set appropriately. The holding member 29 is separated from the bonded reinforcing bars e 1 and e 2 and the bonding member 19 by rotating the holding member 29 in the standing direction.

次に、上記実施例1及び実施例2にて側壁用鉄筋e,eの先端に連結器Jを組付けた連結器付鉄筋を門形ブロック製造用型枠へ装着する方法を説明する。 Next, a description will be given of a method of mounting the connector-attached reinforcing bar in which the connector J is assembled to the tip of the side wall reinforcing bars e 1 and e 2 in the above-described first and second embodiments to the formwork for manufacturing the portal block. .

鉄筋MDの左右両側の側壁用鉄筋の先端への連結器Jの組付けが終了した状態で、上記実施例1の場合はそのまま、実施例2の場合は保持部材29を起立させて、これが邪魔にならないようにしてから各連結器Jを連結器取付部材15から外して、この連結器付鉄筋をクレーンにて吊り出し、製造用型枠(図示せず)の底版部上の所定の位置に吊り降ろし、各連結器Jをこの底版部上にボルトにて固定する。その後、製造用型枠を閉じて緊締してコンクリートを打設することにより、所定位置に連結器Jの付いた門形ブロックが成形される。   In the state where the attachment of the coupler J to the ends of the side wall reinforcing bars on both the left and right sides of the reinforcing bar MD is completed, the holding member 29 is raised in the case of the above-described first embodiment, and in the case of the second embodiment, which is an obstacle. After that, each coupler J is removed from the coupler mounting member 15 and the rebar with the coupler is hung by a crane and hung at a predetermined position on the bottom plate portion of a manufacturing formwork (not shown). Lower and fix each connector J on the bottom plate with bolts. Thereafter, the manufacturing form is closed and tightened to place concrete, whereby a portal block with a connector J is formed at a predetermined position.

なお、図3で示した分割斜角門形ブロックCの場合は左右の一方の旋回台を用いて分割状の梁部分に対する一方の側壁用鉄筋の先端に連結器Jを組付ける。   In the case of the divided bevel gate block C shown in FIG. 3, the coupler J is assembled to the tip of one side wall reinforcing bar with respect to the divided beam portion by using one of the left and right swivels.

また、図3で示した屏風状ブロックDの場合も同様に一方側の旋回台を用いて、この屏風状ブロックDの鉄筋の先端に連結器Jを組付ける。なお、この屏風状ブロックDの鉄筋には水平状の梁部分がないので鉄筋支持台3では支持できないが、図12で示した実施例2における連結器組付治具での脚30,30に設けた支持部材にてこの鉄筋を垂直状に支持することができる。   Similarly, in the case of the folding screen-shaped block D shown in FIG. 3, the coupler J is assembled to the tip of the reinforcing bar of the folding screen-shaped block D using the turntable on one side. In addition, since the reinforcing bar of this folding screen block D has no horizontal beam portion, it cannot be supported by the reinforcing bar support 3, but the legs 30 and 30 in the coupler assembly jig in the second embodiment shown in FIG. This reinforcing bar can be supported vertically by the provided support member.

この連結器付鉄筋の製造用型枠への装着時において、連結器付鉄筋の完成後、連結器Jを取付けたまま連結器取付部材15を旋回台6,6より外して、この連結器取付部材15の付いた状態で吊り出し、製造用型枠の底版部上の所定位置に吊り降ろして連結器取付部材15を底版部上にボルトにて固定するようにしてもよい。   At the time of mounting the reinforcing bar with the coupler on the manufacturing form, after the reinforcing bar with the coupler is completed, the coupler mounting member 15 is removed from the swivel bases 6 and 6 while the coupler J is mounted. It may be hung with the member 15 attached, and hung at a predetermined position on the bottom plate portion of the manufacturing formwork to fix the connector mounting member 15 on the bottom plate portion with a bolt.

上記各鉄筋を設置してコンクリートを打設する製造用型枠は底版部に対して枠板を回動あるいは摺動して形枠を構成する従来公知のものを用いる。   As the manufacturing form for placing concrete by placing the reinforcing bars, a conventionally known one is used in which the form plate is formed by rotating or sliding the frame plate with respect to the bottom plate portion.

上記各実施例により構成される連結器付鉄筋は、これの側壁用鉄筋e,eへの連結器Jの組付けが、製造用型枠への移動の前に行われることにより、この連結器付鉄筋の連結器を型枠の底版部に固定することにより、この連結器付鉄筋の前後、左右、上下の位置と上記かぶり寸法等を適正に維持することができ、従来必要としていた側壁部の要所にスペーサーを装着する必要がなくなり、これのための経費を節減することができる。 The rebar with connector constructed according to each of the above embodiments is assembled by attaching the coupler J to the side wall rebars e 1 and e 2 before moving to the manufacturing formwork. By fixing the rebar with connector to the bottom plate part of the formwork, the front / rear, left / right, top / bottom position of the rebar with connector and the above-mentioned cover dimensions, etc. can be properly maintained. It is not necessary to attach a spacer to the important part of the side wall, and the cost for this can be reduced.

連結器組付治具の具体的な構成は以上述べた実施形態に限らず、発明の要旨を逸脱しない範囲において変化することに自由である。例えば、両側壁の間隔が一定の場合には基盤2a,2bの双方を所定の間隔で基礎に対して固定してもよい。また、図3に示した分割門形ブロックCの場合には基盤及びこれに設けてなる旋回台等は左右の一方だけでよい。   The specific configuration of the coupler assembling jig is not limited to the embodiment described above, and can be freely changed without departing from the scope of the invention. For example, when the distance between the side walls is constant, both the bases 2a and 2b may be fixed to the base at a predetermined distance. In the case of the divided portal block C shown in FIG. 3, only one of the left and right sides is required for the base and the swivel provided on the base.

梁部に対して側壁部を直角にした門形ブロックで、両門形ブロックを対向させて連結した状態を示す斜視図である。It is a perspective view which shows the state which made the gate-shaped block which made the side wall part the right angle with respect to the beam part, and opposed and connected both portal blocks. 梁部に対して側壁部を傾斜させた斜角門形ブロックを示すもので、(a)はその平面図、(b)は正面図、(c)は側面図である。1 shows a beveled gate block with a side wall portion inclined with respect to a beam portion, wherein (a) is a plan view, (b) is a front view, and (c) is a side view. 梁部で分割した斜角門形ブロックで、かつこれの側壁部に屏風状ブロックを取付けた状態を示すもので、(a)はその平面図、(b)は正面図、(c)は側面図である。It is a bevel gate block divided by a beam portion, and shows a state where a folding screen block is attached to the side wall portion thereof, (a) is a plan view, (b) is a front view, and (c) is a side view. It is. 実施例1における連結器組付治具の概略構成を示す斜視図である。It is a perspective view which shows schematic structure of the coupler assembly | attachment jig | tool in Example 1. FIG. 実施例1における連結器組付治具の概略構成を示す正面図である。It is a front view which shows schematic structure of the coupler assembly | attachment jig | tool in Example 1. FIG. 実施例1における連結器組付治具の要部を示す斜視図である。It is a perspective view which shows the principal part of the coupler assembly | attachment jig | tool in Example 1. FIG. (a),(b)は旋回台の固定手段のそれぞれ異なる構成を示す断面図と斜視図である。(A), (b) is sectional drawing and a perspective view which show each different structure of the fixing means of a turntable. (a),(b),(c),(d)は連結器のそれぞれ異なる実施形態を示す斜視図である。(A), (b), (c), (d) is a perspective view which shows each different embodiment of a coupler. 実施例1においての連結器取付部材へ連結器を取付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the coupler to the coupler attachment member in Example 1. FIG. 連結器の接合部材間を補助筋にて接合した状態を示す説明図である。It is explanatory drawing which shows the state which joined between the joining members of the coupler with the auxiliary muscle. 連結器の連結器取付部材への取付手段の他例を示すもので、(a)はその分解斜視図、(b)は断面図である。The other example of the attachment means to the connector attachment member of a connector is shown, (a) is the disassembled perspective view, (b) is sectional drawing. 実施例2における連結器組付治具の要部を示す斜視図である。It is a perspective view which shows the principal part of the coupler assembly | attachment jig | tool in Example 2. FIG. (a),(b)は図12における保持部材の切込み溝の部分のそれぞれ異なる例を示す説明図である。(A), (b) is explanatory drawing which shows the example from which each differs in the part of the notch groove of the holding member in FIG. (a),(b)は図12のX−X断面図であり、図12で示した連結器組付治具の異なる保持部材における説明図である。(A), (b) is XX sectional drawing of FIG. 12, and is explanatory drawing in the holding member from which the coupler assembly | attachment jig | tool shown in FIG. 12 differs.

符号の説明Explanation of symbols

A…門形ブロック、B…斜角門形ブロック、C…分割斜角門形ブロック、D…屏風状ブロック、a,b…梁部、a,a,b,b,c…側壁部、MD…鉄筋、e…梁用鉄筋、e,e…側壁用鉄筋、J,J1,J2,J3,J4…連結器、JB…連結器本体、1…基礎、2a,2b…基盤、3…鉄筋支持台、4a,4b…支承部、5a,5b…横架部材、6,6a…旋回台、7,7′…軸受部材、7a…スリ割溝、8…軸、9…ナット、10…スパナ、11a,11b…舌片、12…ねじ棒、12a…ハンドル、13…角度目盛、14…指針、15…連結器取付部材、15a…拘持用溝、16…締付け穴、17…ねじ穴、18…ボルト孔、19…接合部材、20…ボルト、22…補助筋、23…アンカー筋、24…位置決めピン、25…穴、26…グリッププライヤー、27…支柱、28…ブラケット部材、29…保持部材、30…脚、31…切込み溝。 A ... Gate-shaped block, B ... Bevel block-shaped block, C ... Divided bevel-shaped gate block, D ... Vertical block, a, b ... Beam part, a 1 , a 2 , b 1 , b 2 , c 1 ... Side wall parts, MD ... rebar, e ... beams for reinforcing bars, e 1, e 2 ... sidewall reinforcing bar, J, J1, J2, J3, J4 ... coupler, JB ... connector body, 1 ... foundation, 2a, 2b ... foundation 3 ... Reinforcing bar support base, 4a, 4b ... Bearing part, 5a, 5b ... Horizontal member, 6, 6a ... Swivel base, 7, 7 '... Bearing member, 7a ... Slot groove, 8 ... Shaft, 9 ... Nut DESCRIPTION OF SYMBOLS 10 ... Spanner, 11a, 11b ... Tongue piece, 12 ... Screw rod, 12a ... Handle, 13 ... Angle scale, 14 ... Pointer, 15 ... Coupler attachment member, 15a ... Gripping groove, 16 ... Tightening hole, 17 ... Screw holes, 18 ... Bolt holes, 19 ... Joint members, 20 ... Bolts, 22 ... Auxiliary bars, 23 ... Anchor bars, 24 ... Positions Because pin 25 ... hole, 26 ... grip pliers, 27 ... post, 28 ... bracket member, 29 ... holding member, 30 ... leg, 31 ... notches.

Claims (6)

連結器本体に棒状の接合部材を立設してなる連結器を、側壁用鉄筋にこれの接合部材を連接して組付ける門形ブロック鉄筋の連結器組付治具において、
所定の長さの基礎に設けた基盤と、
基盤上に水平方向に旋回可能に、かつ任意の角度で固定可能に設けた旋回台と、
旋回台上に着脱可能に固着され、かつ連結器の連結器本体を着脱可能に取付ける連結器取付手段を有する連結器取付部材と、
基礎上に、これらの長手方向に移動可能に取付けられ、かつ高さ調節可能にして門形ブロックの梁部の鉄筋を支承する少なくとも1台の鉄筋支持台と、
を備えたことを特徴とする門形ブロック鉄筋の連結器組付治具。
In a connector assembly jig for a gate-shaped block reinforcing bar, in which a connecting member in which a rod-shaped connecting member is erected on the connecting body is assembled by connecting the connecting member to a side wall reinforcing bar,
A foundation provided on a foundation of a predetermined length;
A swivel provided on the base so as to be turnable in a horizontal direction and fixed at an arbitrary angle;
A coupler mounting member that is detachably fixed on the swivel base and has a coupler mounting means for detachably mounting the coupler main body of the coupler;
At least one reinforcing bar support which is mounted on the foundation so as to be movable in the longitudinal direction and which supports the reinforcing bars of the beam part of the gate-shaped block in a height-adjustable manner;
A fixture for assembling a gate-shaped block reinforcing bar.
基盤を基礎の長手方向両側部に、少なくとも一方を長手方向に移動可能にして設けたことを特徴とする請求項1記載の連結器組付治具。   2. The coupler assembly jig according to claim 1, wherein the base is provided on both sides of the base in the longitudinal direction and at least one of the bases is movable in the longitudinal direction. 基礎の長さを可変にしたことを特徴とする請求項2記載の連結器組付治具。   The connector assembly jig according to claim 2, wherein the length of the foundation is variable. 基盤の上面に旋回台の旋回角度を示す角度目盛を設けたことを特徴とする請求項1〜3のいずれか記載の連結器組付治具。   The coupler assembly jig according to any one of claims 1 to 3, wherein an angle scale indicating a turning angle of the swivel base is provided on an upper surface of the base. 旋回台の旋回中心に対する両側端部に支柱を立設し、この支柱間に、門形ブロックの側壁用鉄筋をこれに接合する連結器の接合部材と共に保持する保持部材を、側壁用鉄筋と連結器の接合部材を保持する姿勢から保持を外す姿勢に可動にして設けたことを特徴とする請求項1〜4のいずれか1項記載の連結器組付治具。   Struts are erected on both ends of the swivel center with respect to the swivel center, and a holding member that holds the reinforcing bar for the side wall of the portal block together with the joining member of the coupler that joins it is connected to the reinforcing bar for the side wall. The coupler assembly jig according to any one of claims 1 to 4, wherein the connector assembly jig is provided so as to be movable from a posture for holding the joining member of the fitting to a posture for removing the holding member. 隣接する相互の鉄筋を連結してなる側壁用鉄筋に、連結器組付治具の連結器取付部材に所定の間隔で固定された複数の連結器を組付けて複数の連結器を有する連結器付鉄筋とし、その後、各連結器を連結器組付治具から外して、この連結器付鉄筋を型開き状態の製造用型枠の底面部材上に設置し、この底面部材に各連結器を着脱可能に固着することを特徴とする門形ブロックの連結器付鉄筋の製造用型枠への装着方法。A coupler having a plurality of couplers by assembling a plurality of couplers fixed at predetermined intervals to a coupler mounting member of a coupler assembly jig on a side wall reinforcing bar formed by coupling adjacent reinforcing bars. After that, each coupler is removed from the coupler assembly jig, and this reinforcing bar with coupler is placed on the bottom member of the mold for production in the mold open state, and each coupler is attached to this bottom member. A method for mounting a reinforcing bar with a connector of a gate-shaped block to a formwork for manufacturing, characterized in that it is detachably fixed.
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