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JP4307971B2 - Crossing fixing structure - Google Patents
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JP4307971B2 - Crossing fixing structure - Google Patents

Crossing fixing structure Download PDF

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JP4307971B2
JP4307971B2 JP2003411525A JP2003411525A JP4307971B2 JP 4307971 B2 JP4307971 B2 JP 4307971B2 JP 2003411525 A JP2003411525 A JP 2003411525A JP 2003411525 A JP2003411525 A JP 2003411525A JP 4307971 B2 JP4307971 B2 JP 4307971B2
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fitting groove
reinforcing
intersection
intersecting portion
vertical
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JP2005171584A (en
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貴快 椎名
昌彦 横北
尚之 近藤
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Nishimatsu Construction Co Ltd
Ube Exsymo Co Ltd
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Nishimatsu Construction Co Ltd
Ube Nitto Kasei Co Ltd
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Description

本発明は、構造物を補強する補強材どうしを交差させた交差部を固定する交差部固定治具を用いた交差部固定構造に関する。 The present invention relates to a crossing portion fixing structure using a crossing portion fixing jig that fixes a crossing portion in which reinforcing members that reinforce a structure cross each other.

鉄筋コンクリート製の構造物は、型枠中に鉄筋を配筋したうえで、型枠中にコンクリートを打設することによって構築されている。コンクリート打設の際の衝撃や生コンクリートの圧力等によって、配筋が乱れたり、所定の位置から移動すると、設計どおりの耐力や剛性が得られないため、鉄筋どうしはその交差部に番線等の結束線を巻き付けることによよって交差部を固定し、鉄筋どうしを位置ずれや乱れが生じないように、その交差部で固定している。例えば、特許文献1には、鉄筋どうしの交差部における結束線の巻き付け方法が記載されている。   A reinforced concrete structure is constructed by placing reinforcing bars in a formwork and then placing concrete in the formwork. If the bar arrangement is disturbed by the impact of concrete placement or the pressure of ready-mixed concrete, or if it moves from a specified position, the strength and rigidity as designed cannot be obtained. The crossing portion is fixed by winding the binding wire, and the reinforcing bars are fixed at the crossing portion so as not to be displaced or disturbed. For example, Patent Document 1 describes a method of winding a binding wire at an intersection of reinforcing bars.

ところで、近年、高強度で軽量であるFRP製の補強筋(材)が、鉄筋の代わりに種々のコンクリート構造物に内蔵されている。例えば、トンネルを構築する際に採用されているNOMST(Novel Material Shield-cuttable Tunnel-wall)工法においては、シールドの発進位置と到達位置に立坑を築造し、この立坑を直接シールドで開削するが、この立坑の鏡切り部には、ケーソンにはFRP製の主筋、帯筋、せん断筋等の補強筋が内蔵されている。
このようなFRP製の補強筋(材)は、丸棒状の鉄筋と異なり、断面(横断面)が矩形状に形成された帯板状に形成する場合がある。
特開2003−13548号公報
By the way, in recent years, reinforcing bars (materials) made of FRP which are high in strength and light weight are incorporated in various concrete structures instead of reinforcing bars. For example, in the NOMST (Novel Material Shield-cuttable Tunnel-wall) method adopted when constructing a tunnel, a shaft is built at the starting position and the reaching position of the shield, and this shaft is cut directly with a shield. In the mirror cutting part of this shaft, the caisson incorporates reinforcing bars such as FRP main bars, band bars and shear bars.
Such a reinforcing bar (material) made of FRP may be formed in a strip shape in which the cross section (transverse section) is formed in a rectangular shape, unlike a round bar-shaped reinforcing bar.
JP 2003-13548 A

上記のような断面矩形状の補強材どうしを交差させた交差部に、従来の番線等の結束線を巻き付けることによって、補強材どうしをその交差部で固定するのは、手間がかかるとともに困難であった。
すなわち、補強材は断面矩形状の帯板状のものであるので、厚さと幅が異なっている。したがって、例えば、厚さが幅より小さい補強材どうしを交差させる場合に、一方の補強材の厚さ方向の細い面に他方の補強材を当接して交差させ、この交差部に結束線を巻き付ける際に、補強材が当接面を支点として倒れ易く、よって、補強材を所定の姿勢を保持しつつ位置決めして交差部で固定するのに手間がかかるとともに、困難であった。
It is difficult and time-consuming to fix the reinforcing members at the intersections by wrapping a binding wire such as a conventional number wire around the intersections where the reinforcing members having a rectangular cross section as described above are crossed. there were.
That is, since the reinforcing material is in the shape of a strip having a rectangular cross section, the thickness and width are different. Therefore, for example, when reinforcing members having a thickness smaller than the width are crossed, the other reinforcing material is brought into contact with the thin surface in the thickness direction of one reinforcing member to cross each other, and a binding wire is wound around the crossing portion. At this time, it is easy for the reinforcing material to fall with the contact surface as a fulcrum, so that it takes time and effort to position and fix the reinforcing material at the intersection while maintaining a predetermined posture.

本発明は上記事情に鑑みてなされたものであり、断面矩形状の補強材どうしを交差させた交差部を容易かつ確実に固定できる交差部固定治具および交差部固定構造を提供することを課題としている。   The present invention has been made in view of the above circumstances, and it is an object of the present invention to provide an intersecting portion fixing jig and an intersecting portion fixing structure capable of easily and reliably fixing an intersecting portion in which reinforcing members having a rectangular cross section intersect each other. It is said.

上記課題を解決するために、本発明は、例えば図1〜図5に示すように、断面矩形状の補強材(水平筋10、鉛直筋11)どうしを交差させた交差部を固定する交差部固定治具1であって、治具本体2と、この治具本体2の表面側に形成され、前記一方の補強材(水平筋10)の交差部位が嵌合される第1嵌合溝3と、前記治具本体2の裏面側に形成され、前記他方の補強材(鉛直筋11)の交差部位が嵌合される第2嵌合溝4とを備え、
前記第1嵌合溝3と第2嵌合溝4とは交差していることを特徴とする。
In order to solve the above problems, the present invention , for example, as shown in FIG. 1 to FIG. 5, an intersection that fixes an intersection that intersects reinforcing members (horizontal bars 10 and vertical bars 11) having a rectangular cross section. A fixing jig 1, which is a jig body 2 and a first fitting groove 3 formed on the surface side of the jig body 2 and into which an intersecting portion of the one reinforcing material (horizontal bar 10) is fitted. And a second fitting groove 4 that is formed on the back side of the jig body 2 and into which an intersecting portion of the other reinforcing material (vertical reinforcement 11) is fitted,
The first fitting groove 3 and the second fitting groove 4 intersect each other.

前記治具本体は、ABS樹脂や塩化ビニール等の樹脂で形成するのが望ましいが、これに限ることはない。本発明の交差部固定治具を、上述したNOMST工法によって構築される立坑の壁の補強筋(補強材)どうしの交差部に使用する場合は、シールドマシンのカッターで容易に切削できる程度の強度を持つものであればよい。
また、第1嵌合溝と第2嵌合溝との交差角度は、補強材どうしの交差部における交差角度と等しく設定すればよい。
さらに、治具本体を樹脂等のある程度の弾力性を備えた材料で形成する場合、前記第1嵌合溝および第2嵌合溝の溝幅を、補強材の幅より若干狭く設定しておき、補強材を第1および第2嵌合溝に弾性的に押し込むようにして嵌合させるのが望ましい。
また、治具本体の第1嵌合溝や第2嵌合溝につめを付けたり、蓋を付けたりすることで、番線等の結束部材を使用することなく、補強材どうしを固定することができる。
The jig body is preferably formed of a resin such as ABS resin or vinyl chloride, but is not limited thereto. When the intersection fixing jig of the present invention is used at the intersection of reinforcing bars (stiffeners) of the shaft wall constructed by the above-described NOMST method, the strength is such that it can be easily cut with a cutter of a shield machine. Anything that has
Moreover, what is necessary is just to set the crossing angle of a 1st fitting groove and a 2nd fitting groove equal to the crossing angle in the crossing part of reinforcement materials.
Furthermore, when the jig body is formed of a material having a certain degree of elasticity such as resin, the groove widths of the first fitting groove and the second fitting groove are set slightly narrower than the width of the reinforcing material. It is desirable to fit the reinforcing material by elastically pushing it into the first and second fitting grooves.
In addition, the reinforcing members can be fixed without using a binding member such as a number wire by attaching a claw or a lid to the first fitting groove or the second fitting groove of the jig body. it can.

本発明によれば、一方の補強材と他方の補強材とが交差する交差部に治具本体を配置し、この治具本体の第1嵌合溝に一方の補強材の交差部位を嵌合し、第2嵌合溝に前記他方の補強材の交差部位を嵌合することによって、両補強材を所定の姿勢を保持しつつ位置決めして交差部で容易かつ確実に固定することができる。 According to the present invention , the jig body is disposed at the intersection where one reinforcing material and the other reinforcing material intersect, and the intersecting portion of the one reinforcing material is fitted into the first fitting groove of the jig body. Then, by fitting the intersecting part of the other reinforcing material into the second fitting groove, both reinforcing materials can be positioned while maintaining a predetermined posture and can be easily and reliably fixed at the intersecting portion.

また、本発明は、請求項1に記載の交差部固定構造において、
前記第1嵌合溝3と第2嵌合溝4とは直交していることを特徴とする。
Moreover, the present invention provides the intersection fixing structure according to claim 1,
The first fitting groove 3 and the second fitting groove 4 are orthogonal to each other.

補強材を、例えばNOMST工法によって構築される立坑の壁の補強筋として使用する場合に、一方の補強材は水平筋となり、他方の補強材は鉛直筋となる。
したがって、本発明によれば、第1嵌合溝と第2嵌合溝とが直交しているので、上記のような水平筋と鉛直筋との交差部において、両補強筋を所定の姿勢を保持しつつ位置決めして容易かつ確実に固定することができる。
When the reinforcing material is used as a reinforcing bar for a wall of a shaft constructed by the NOMST method, for example, one reinforcing material becomes a horizontal reinforcing bar and the other reinforcing material becomes a vertical reinforcing bar.
Therefore, according to the present invention , since the first fitting groove and the second fitting groove are orthogonal to each other, the reinforcing bars are in a predetermined posture at the intersection between the horizontal bars and the vertical bars as described above. It can be easily and reliably fixed by positioning while holding.

また、本発明は、請求項1または2に記載の交差部固定構造において、
前記第1嵌合溝3の底面3aと、第2嵌合溝4の底面4aとは同一平面上に位置していることを特徴とする。
Moreover, the present invention provides the intersection fixing structure according to claim 1 or 2,
The bottom surface 3a of the first fitting groove 3 and the bottom surface 4a of the second fitting groove 4 are located on the same plane.

本発明によれば、第1嵌合溝の底面と第2嵌合溝の底面とが同一平面上に位置しているので、一方の補強材と他方の補強材とを、交差部において互いに当接させることができる。したがって、交差部において補強材間に隙間が生じることがないので、より確実に補強材どうしを位置決めして固定できる。
また、交差部において補強材どうしに隙間が生じていなので、補強材を所定の位置に確実に配筋でき、よって、コンクリートをそのかぶり厚が設計どおりとなるように打設できる。
According to the present invention , since the bottom surface of the first fitting groove and the bottom surface of the second fitting groove are located on the same plane, one reinforcing material and the other reinforcing material are brought into contact with each other at the intersection. Can be touched. Therefore, there is no gap between the reinforcing members at the intersection, so that the reinforcing members can be positioned and fixed more reliably.
In addition, since there is a gap between the reinforcing members at the intersection, the reinforcing member can be reliably arranged at a predetermined position, and therefore the concrete can be placed so that the cover thickness is as designed.

また、本発明は、交差部固定治具によって、断面矩形状の補強材(水平筋10、鉛直筋11)どうしを交差させた交差部を固定してなる交差部固定構造であって、
一方の補強材(水平筋10)と他方の補強材(鉛直筋11)とが交差する交差部に前記交差部固定治具1が配置され、
この交差部固定治具1の第1嵌合溝3に前記一方の補強材(水平筋10)の交差部位が嵌合され、第2嵌合溝4に前記他方の補強材(鉛直筋11)の交差部位が嵌合されていることを特徴とする。
Further, the present invention is an intersection fixing structure formed by fixing an intersecting portion in which reinforcing members (horizontal stripes 10, vertical stripes 11) having a rectangular cross section are intersected by an intersection fixing jig ,
The intersection fixing jig 1 is disposed at an intersection where one reinforcing member (horizontal reinforcement 10) and the other reinforcing member (vertical reinforcement 11) intersect,
The intersecting portion of the one reinforcing member (horizontal reinforcement 10) is fitted into the first fitting groove 3 of the intersection fixing jig 1, and the other reinforcing member (vertical reinforcement 11) is fitted into the second fitting groove 4. It is characterized in that the intersecting portions of are fitted.

本発明によれば、両補強材を前記第1および第2の嵌合溝によって所定の姿勢を保持しつつ位置決めして交差部で容易かつ確実に固定することができる。 According to the present invention , both the reinforcing members can be positioned while maintaining a predetermined posture by the first and second fitting grooves, and can be easily and reliably fixed at the intersection.

また、本発明は、上記の交差部固定構造において、
前記交差部において、前記補強材(水平筋10、鉛直筋11)どうしが結束部材(結束バンド15)によって結束されていることを特徴とする。
Further, the present invention provides the above crossing portion fixing structure,
In the intersection, the reinforcing members (horizontal bars 10 and vertical bars 11) are bound together by a binding member (binding band 15).

本発明よれば、交差部固定治具によって、互いに交差する補強材どうしがその交差部において位置決め固定されており、そのうえで、補強材どうしが結束部材によって結束されているので、補強材どうしが交差部固定治具から外れるのを防止できる。
したがって、コンクリート打設の際の衝撃や生コンクリートの圧力等によって、補強材が乱れたり、所定の位置から移動するのを確実に防止できる。
According to the present invention , the reinforcing members that cross each other are positioned and fixed at the crossing portion by the crossing portion fixing jig, and the reinforcing materials are bound by the binding member. It can prevent coming off from the fixing jig.
Therefore, it is possible to reliably prevent the reinforcing material from being disturbed or moved from a predetermined position due to an impact at the time of placing concrete, a pressure of ready-mixed concrete, or the like.

本発明によれば、治具本体に第1嵌合溝と第2嵌合溝とが交差した状態で形成されているので、第1嵌合溝に一方の補強材の交差部位を嵌合し、第2嵌合溝に前記他方の補強材の交差部位を嵌合することによって、両補強材を所定の姿勢を保持しつつ位置決めして交差部で容易かつ確実に固定することができる。そして、補強材どうしを結束部材によって結束することによって、補強材どうしが交差部固定治具から外れるのを防止でき、「よって、コンクリート打設の際の衝撃や生コンクリートの圧力等によって、補強材が乱れたり、所定の位置から移動するのを確実に防止できる。   According to the present invention, since the first fitting groove and the second fitting groove are formed in the jig body so as to intersect with each other, the intersecting portion of one reinforcing material is fitted into the first fitting groove. By fitting the intersecting portion of the other reinforcing material into the second fitting groove, both reinforcing materials can be positioned while maintaining a predetermined posture and can be easily and reliably fixed at the intersecting portion. And, by binding the reinforcing materials with the binding member, it is possible to prevent the reinforcing materials from being detached from the intersection fixing jig. Can be reliably prevented from moving out of a predetermined position.

また、第1嵌合溝と第2嵌合溝とが直交して形成することによって、NOMST工法等の壁に使用される鉛直筋と水平筋とをその交差部において姿勢を保持しつつ位置決めして容易かつ確実に固定することができる。
さらに、第1嵌合溝の底面と第2嵌合溝の底面とを同一平面上に形成することによって、一方の補強材と他方の補強材とを、交差部において互いに当接させることができ、よって、交差部において、より確実に補強材どうしを位置決めして固定できる。
In addition, by forming the first fitting groove and the second fitting groove orthogonally, the vertical and horizontal stripes used for the wall of the NOMST method or the like are positioned while maintaining the posture at the intersection. Can be fixed easily and securely.
Furthermore, by forming the bottom surface of the first fitting groove and the bottom surface of the second fitting groove on the same plane, one reinforcing material and the other reinforcing material can be brought into contact with each other at the intersection. Therefore, the reinforcing members can be positioned and fixed more reliably at the intersection.

以下、図面を参照して本発明の実施の形態について説明する。
図1〜図3は本発明に係る交差部固定治具1を示すものであり、図1はその斜視図、図2は正面図、図3は背面図である。
Embodiments of the present invention will be described below with reference to the drawings.
1 to 3 show an intersection fixing jig 1 according to the present invention. FIG. 1 is a perspective view thereof, FIG. 2 is a front view, and FIG. 3 is a rear view.

これらの図に示す交差部固定治具1は、ABS樹脂で形成されたものであり、治具本体2と、第1嵌合溝3と、第2嵌合溝4とを備えている。
治具本体1は略円柱状のものであり、その表面側に前記第1嵌合溝3が形成されている。この第1嵌合溝3は円柱状のABS樹脂の表面側を、軸方向と直交する方向に切り欠いて形成されたものであり、治具本体2の表面側と側面側とに開口している。なお、この第1嵌合溝3には、後述する水平筋が嵌合されるようになっている。
また、治具本体1の裏面側には第2嵌合溝4が形成されている。この第2嵌合溝3は円柱状のABS樹脂の裏面側を、軸方向と平行に切り欠いて形成されたものであり、治具本体2の裏面側と両端面側とに開口している。なお、この第2嵌合溝4には後述する鉛直筋が嵌合されるようになっている。
An intersection fixing jig 1 shown in these drawings is formed of ABS resin, and includes a jig body 2, a first fitting groove 3, and a second fitting groove 4.
The jig body 1 has a substantially cylindrical shape, and the first fitting groove 3 is formed on the surface side thereof. The first fitting groove 3 is formed by cutting out the surface side of the cylindrical ABS resin in a direction perpendicular to the axial direction, and is open to the surface side and the side surface side of the jig body 2. Yes. The first fitting groove 3 is adapted to be fitted with horizontal stripes described later.
A second fitting groove 4 is formed on the back side of the jig body 1. The second fitting groove 3 is formed by notching the back side of the cylindrical ABS resin in parallel with the axial direction, and is open to the back side and both end sides of the jig body 2. . The second fitting groove 4 is adapted to be fitted with vertical stripes described later.

前記第1嵌合溝3と第2嵌合溝4とは、直交しており、さらに、第1嵌合溝3および第2嵌合溝4の深さは、等しくかつ、治具本体2の半径と等しい長さに形成されている。
このように第1嵌合溝3と第2嵌合溝4との深さが等しくかつ、治具本体2の半径と等しい長さになっているので、第1嵌合溝3の底面3aと、第2嵌合溝4の底面4aとは、治具本体1の直径を通る同一平面上に位置している。また、底面3aと底面4aは同一平面上に位置しているので、これらの交差部には矩形状の開口5が形成されている。
The first fitting groove 3 and the second fitting groove 4 are orthogonal to each other, and the depths of the first fitting groove 3 and the second fitting groove 4 are equal and the jig body 2 has the same depth. The length is equal to the radius.
Since the first fitting groove 3 and the second fitting groove 4 have the same depth and the same length as the radius of the jig body 2, the bottom surface 3a of the first fitting groove 3 and The bottom surface 4 a of the second fitting groove 4 is located on the same plane passing through the diameter of the jig body 1. Further, since the bottom surface 3a and the bottom surface 4a are located on the same plane, a rectangular opening 5 is formed at the intersecting portion thereof.

図4は、本発明に係る交差部固定治具1を、NOMST工法の立坑用円形ケーソンの補強筋の交差部に使用した例を示している。
補強筋は、水平筋(一方の補強材)10と鉛直筋(他方の補強材)11とを有している。立坑用円形ケーソンは筒状に形成されるものであるので、水平筋10は円弧状に形成され、水平に配置されている。また鉛直筋11は直線状に形成され、鉛直方向に配置されている。
水平筋10および鉛直筋11等の断面矩形状の補強材の表面には、図5に示すように、幅方向に延在する凹状溝12が、エンボス加工によって複数形成されている。この凹状溝12を形成する行程は、前記「硬化工程」の後に行われる。このように凹状溝12を形成することによって、前記補強材の表面には多数の凹凸が形成されている。したがって、この多数の凹凸によって、コンクリートとの高い付着性を確保できる。
FIG. 4 shows an example in which the intersection fixing jig 1 according to the present invention is used at the intersection of reinforcing bars of a shaft caisson for a NOMST method.
The reinforcing bar has a horizontal bar (one reinforcing member) 10 and a vertical bar (the other reinforcing member) 11. Since the vertical caisson for the shaft is formed in a cylindrical shape, the horizontal stripe 10 is formed in an arc shape and is disposed horizontally. The vertical stripes 11 are formed in a straight line and are arranged in the vertical direction.
As shown in FIG. 5, a plurality of concave grooves 12 extending in the width direction are formed on the surface of the reinforcing member having a rectangular cross section such as the horizontal stripes 10 and the vertical stripes 11 by embossing. The step of forming the concave groove 12 is performed after the “curing step”. By forming the concave groove 12 in this way, a large number of irregularities are formed on the surface of the reinforcing material. Therefore, high adhesion with concrete can be secured by the large number of irregularities.

図4に示すように、水平筋10と鉛直筋11とは直交しており、これらの交差部は前記交差部固定治具1によって固定されている。この交差部の拡大図を図5に示す。図5に示すように、水平筋10(一方の補強材)と鉛直筋(他方の補強材)11との交差部には交差部固定治具1がその軸を上下に向け、かつ、第1嵌合溝3を外側(図5においては右側)に向けて配置されている。
第1嵌合溝3には、水平筋10の交差部位が嵌合されている。第1嵌合溝3の深さは水平筋10の厚さより深くなっており、よって、水平筋10は交差部において第1嵌合溝3内に完全に嵌合している。ここで、第1嵌合溝3の幅は、水平筋10の成とほぼ等しいか若干狭くなっている。したがって、第1嵌合溝3に水平筋10を押し込むことによって、該水平筋10の上下面が第1嵌合溝3の内面によって弾性的に挟み付けられることで、水平筋10が第1嵌合溝3に固定されている。また、水平筋10はその裏面が第1嵌合溝3の底面に当接するようにして、第1嵌合溝3に嵌合されている。
As shown in FIG. 4, the horizontal stripes 10 and the vertical stripes 11 are orthogonal to each other, and these intersections are fixed by the intersection fixing jig 1. An enlarged view of this intersection is shown in FIG. As shown in FIG. 5, at the intersection of the horizontal bar 10 (one reinforcing member) and the vertical bar (the other reinforcing member) 11, the cross-section fixing jig 1 has its axis turned up and down, and the first The fitting groove 3 is arranged toward the outside (right side in FIG. 5).
In the first fitting groove 3, an intersecting portion of the horizontal bars 10 is fitted. The depth of the first fitting groove 3 is deeper than the thickness of the horizontal bar 10, and thus the horizontal bar 10 is completely fitted into the first fitting groove 3 at the intersection. Here, the width of the first fitting groove 3 is substantially equal to or slightly narrower than the horizontal stripe 10. Therefore, by pushing the horizontal bar 10 into the first fitting groove 3, the upper and lower surfaces of the horizontal bar 10 are elastically sandwiched between the inner surfaces of the first fitting groove 3, so that the horizontal bar 10 has the first fitting. It is fixed to the groove 3. Further, the horizontal stripe 10 is fitted in the first fitting groove 3 so that the back surface thereof is in contact with the bottom surface of the first fitting groove 3.

一方、第2嵌合溝3には、鉛直筋11の交差部が嵌合されている。第2嵌合溝3の深さは鉛直筋11の幅より浅くなっており、よって、鉛直筋11は交差部において第2嵌合溝4より内側に突出している。ここで、第2嵌合溝4の幅は、鉛直筋11の厚さとほぼ等しいか若干狭くなっている。したがって、第2嵌合溝4に鉛直筋11を押し込むことによって、該鉛直筋11の両側面が第2嵌合溝4の内面によって弾性的に挟み付けられることで、鉛直筋11が第2嵌合溝4に固定されている。また、鉛直筋11はその側端面が第2嵌合溝4の底面に当接するようにして、第2嵌合溝4に嵌合されている。   On the other hand, the intersecting portion of the vertical stripes 11 is fitted in the second fitting groove 3. The depth of the second fitting groove 3 is shallower than the width of the vertical stripe 11, and thus the vertical stripe 11 protrudes inward from the second fitting groove 4 at the intersection. Here, the width of the second fitting groove 4 is substantially equal to or slightly narrower than the thickness of the vertical stripe 11. Therefore, by pushing the vertical stripe 11 into the second fitting groove 4, both side surfaces of the vertical stripe 11 are elastically sandwiched between the inner surfaces of the second fitting groove 4, so that the vertical stripe 11 is fitted into the second fitting groove 4. It is fixed to the groove 4. Further, the vertical stripe 11 is fitted in the second fitting groove 4 so that the side end surface thereof is in contact with the bottom surface of the second fitting groove 4.

図1に示すように、第1嵌合溝3の底面3aと第2嵌合溝4の底面4aとは、同一平面上に位置しているので、これら第1嵌合溝3と第2嵌合溝4とにそれぞれ嵌合された水平筋11の裏面と鉛直筋14の側端面とは治具本体2に形成されている開口5を介して互いに当接している。
したがって、水平筋10と鉛直筋11とを、交差部において互いに当接させることができるので、交差部において水平筋10や鉛直筋11に隙間が生じることがないので、より確実に水平筋10や鉛直筋10を位置決めして固定できる。
また、図4に示すように、水平筋10、鉛直筋11、その他の補強筋等を配筋した後、コンクリートを打設して立坑用円形ケーソンを構築するのであるが、交差部において水平筋10と鉛直筋11とに隙間が生じていなので、水平筋10や鉛直筋11等を所定の位置に確実に配筋でき、よって、コンクリートをそのかぶり厚が設計どおりとなるように打設できる。
As shown in FIG. 1, since the bottom surface 3a of the first fitting groove 3 and the bottom surface 4a of the second fitting groove 4 are located on the same plane, the first fitting groove 3 and the second fitting groove 3 The back surface of the horizontal bar 11 and the side end surface of the vertical bar 14 respectively fitted in the joint groove 4 are in contact with each other through an opening 5 formed in the jig body 2.
Therefore, since the horizontal stripes 10 and the vertical stripes 11 can be brought into contact with each other at the intersection, there is no gap between the horizontal stripes 10 and the vertical stripes 11 at the intersection, so that the horizontal stripes 10 and The vertical muscle 10 can be positioned and fixed.
Further, as shown in FIG. 4, after arranging horizontal bars 10, vertical bars 11, other reinforcing bars, etc., concrete is placed to construct a circular caisson for shafts. Since there is a gap between the vertical bars 11 and the vertical bars 11, the horizontal bars 10, the vertical bars 11 and the like can be reliably arranged at predetermined positions, so that the concrete can be placed so that the cover thickness is as designed.

図5に示すように、水平筋10と鉛直筋11との交差部を交差部固定治具1によって位置決め固定した後、交差部において、水平筋10と鉛直筋11とを結束バンド(結束部材)15によって結束する。
交差部固定治具1によって、互いに交差する水平筋10と鉛直筋11とがその交差部において位置決め固定されており、そのうえで、水平筋10と鉛直筋11とが結束バンド15によって結束されているので、水平筋10および鉛直筋11が交差部固定治具から外れるのを防止できる。したがって、コンクリート打設の際の衝撃や生コンクリートの圧力等によって、水平筋10や鉛直筋11が乱れたり、所定の位置から移動するのを確実に防止できる。
As shown in FIG. 5, after the crossing portion of the horizontal streak 10 and the vertical streak 11 is positioned and fixed by the crossing portion fixing jig 1, the horizontal streak 10 and the vertical streak 11 are bound to a binding band (binding member) at the crossing portion. Bundle with 15.
Since the crossing fixing jig 1 positions and fixes the horizontal stripes 10 and the vertical stripes 11 that intersect each other, and the horizontal stripes 10 and the vertical stripes 11 are bound by the binding band 15. The horizontal bars 10 and the vertical bars 11 can be prevented from coming off from the intersection fixing jig. Therefore, it is possible to reliably prevent the horizontal bars 10 and the vertical bars 11 from being disturbed or moved from a predetermined position due to an impact at the time of placing concrete, a pressure of ready-mixed concrete, or the like.

このように、本実施の形態によれば、水平筋(一方の補強材)10と鉛直筋(他方の補強材)11とが交差する交差部に交差部固定治具1を配置し、その第1嵌合溝3に水平筋10の交差部位を嵌合し、第2嵌合溝3に鉛直筋11の交差部位を嵌合することによって、これらを所定の姿勢を保持しつつ位置決めして交差部で容易かつ確実に固定することができる。   Thus, according to the present embodiment, the intersection fixing jig 1 is arranged at the intersection where the horizontal reinforcement (one reinforcing material) 10 and the vertical reinforcement (the other reinforcing material) 11 intersect, and the first By fitting the crossing part of the horizontal bars 10 into the first fitting groove 3 and fitting the crossing part of the vertical bars 11 into the second fitting groove 3, they are positioned while maintaining a predetermined posture and crossed. It can be easily and reliably fixed at the portion.

なお、本実施の形態では、交差部固定用治具1の第1嵌合溝3と第2嵌合溝4とを直交させたが、直交以外で交差する補強材どうしの交差部を固定する場合、例えば、図4に示すように、鉛直筋11の裏側において、この鉛直筋11と交差する円弧状の補強筋16と鉛直筋11との交差部を固定する場合等においては、第1嵌合溝と第2嵌合溝との交差角度を、鉛直筋11と補強筋16どうしの交差部における交差角度と等しく設定すればよい。
また、本実施の形態では、交差部固定治具1を、NOMST工法の立坑用円形ケーソンの補強筋の交差部に使用した場合を例にとって説明したが、本発明に交差部固定治具は、これに限ることなく、例えば地中連続壁やその他の各種コンクリート構造物、海洋構造物等の補強材の交差部に使用できる。
In the present embodiment, the first fitting groove 3 and the second fitting groove 4 of the intersecting portion fixing jig 1 are orthogonal to each other, but the intersecting portion of the reinforcing members that intersect at other than orthogonal is fixed. In the case, for example, as shown in FIG. 4, in the case where the crossing portion of the vertical reinforcing bar 11 and the arcuate reinforcing bar 16 intersecting the vertical reinforcing bar 11 is fixed on the back side of the vertical reinforcing bar 11, the first fitting is performed. The crossing angle between the joint groove and the second fitting groove may be set equal to the crossing angle at the crossing portion between the vertical bars 11 and the reinforcing bars 16.
Further, in the present embodiment, the case where the intersection fixing jig 1 is used for the intersection of the reinforcing bars of the circular caisson for shafts of the NOMST method has been described as an example. However, the present invention is not limited to this, and can be used, for example, at the intersections of reinforcing materials such as underground continuous walls, other various concrete structures, and marine structures.

本発明に係る交差部固定治具の一例を示すもので、交差部固定治具の斜視図である。An example of the intersection fixing jig according to the present invention is shown, and is a perspective view of the intersection fixing jig. 同、正面図である。FIG. 同、背面図である。FIG. 本発明に係る交差部固定治具を補強筋の交差部に使用した状態を示す斜視図である。It is a perspective view which shows the state which used the cross | intersection fixing jig concerning this invention for the cross | intersection part of a reinforcing bar. 図4における交差部の拡大図である。It is an enlarged view of the cross | intersection part in FIG.

符号の説明Explanation of symbols

1 交差部固定治具
2 治具本体
3 第1嵌合溝
3a 第1嵌合溝の底面
4 第2嵌合溝
4a 第2嵌合溝の底面
10 水平筋(一方の補強材)
11 鉛直筋(他方の補強材)
15 結束バンド(結束部材)
DESCRIPTION OF SYMBOLS 1 Intersection fixing jig 2 Jig body 3 First fitting groove 3a Bottom surface of first fitting groove 4 Second fitting groove 4a Bottom surface of second fitting groove 10 Horizontal bar (one reinforcing material)
11 Vertical reinforcement (the other reinforcement)
15 Binding band (binding member)

Claims (4)

交差部固定治具によって、断面矩形状の補強材どうしを交差させた交差部を固定してなる交差部固定構造であって、
前記交差部固定治具は、治具本体と、この治具本体の表面側に形成され、前記一方の補強材の交差部位が嵌合される第1嵌合溝と、前記治具本体の裏面側に形成され、前記他方の補強材の交差部位が嵌合される第2嵌合溝とを備え、
前記第1嵌合溝と第2嵌合溝とは交差していて、一方の補強材と他方の補強材とが交差する交差部に前記交差部固定治具が配置され、
この交差部固定治具の第1嵌合溝に前記一方の補強材の交差部位が嵌合され、第2嵌合溝に前記他方の補強材の交差部位が嵌合され、
前記交差部において、前記補強材どうしが結束部材によって結束されていることを特徴とする交差部固定構造。
An intersecting portion fixing structure formed by fixing an intersecting portion obtained by intersecting reinforcing members having a rectangular cross section with an intersecting portion fixing jig,
The intersection fixing jig is formed on the surface side of the jig body, the first fitting groove into which the intersection of the one reinforcing material is fitted, and the back surface of the jig body. A second fitting groove formed on the side and fitted with an intersecting portion of the other reinforcing material,
The first fitting groove and the second fitting groove intersect, and the intersecting portion fixing jig is disposed at an intersecting portion where one reinforcing material and the other reinforcing material intersect,
The intersecting portion of the one reinforcing member is fitted into the first fitting groove of the intersecting portion fixing jig, and the intersecting portion of the other reinforcing member is fitted into the second fitting groove,
The crossing portion fixing structure, wherein the reinforcing members are bound by a binding member at the crossing portion.
請求項1に記載の交差部固定構造において、
前記第1嵌合溝と第2嵌合溝とは直交していることを特徴とする交差部固定構造
In the intersection fixed structure according to claim 1,
The intersection fixing structure, wherein the first fitting groove and the second fitting groove are orthogonal to each other.
請求項1または2に記載の交差部固定構造において、
前記第1嵌合溝の底面と、第2嵌合溝の底面とは同一平面上に位置していることを特徴とする交差部固定構造
In the intersection fixing structure according to claim 1 or 2,
The intersection fixing structure, wherein the bottom surface of the first fitting groove and the bottom surface of the second fitting groove are located on the same plane.
前記治具本体を樹脂等のある程度の弾力性を備えた材料で形成し、前記第1嵌合溝および第2嵌合溝の溝幅を補強材の幅より若干狭く設定し、補強材を第1および第2嵌合溝に弾性的に押し込むようにして嵌合させることを特徴とする、請求項1〜3の何れかに記載の交差部固定構造。The jig body is formed of a material having a certain degree of elasticity such as resin, the groove widths of the first fitting groove and the second fitting groove are set slightly narrower than the width of the reinforcing material, and the reinforcing material is The crossing portion fixing structure according to any one of claims 1 to 3, wherein the crossing portion fixing structure is fitted so as to be elastically pushed into the first and second fitting grooves.
JP2003411525A 2003-12-10 2003-12-10 Crossing fixing structure Expired - Fee Related JP4307971B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010046794A1 (en) 2008-10-20 2010-04-29 Nxp B.V. Semiconductor device and method of manufacturing such a device

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JPS5288313U (en) * 1975-12-25 1977-07-01
JPS5455114U (en) * 1977-09-27 1979-04-17
JPS5536537A (en) * 1978-09-04 1980-03-14 Kyoei Steel Ltd Method of coupling reinforcing iron
JPS61162657A (en) * 1985-01-07 1986-07-23 住友金属工業株式会社 Steel material for concrete and its reinforcement material
JPH01168720U (en) * 1988-05-17 1989-11-28
JPH0762650A (en) * 1993-08-23 1995-03-07 Fujita Corp Reinforcement basket assembly method
JP2001011199A (en) * 1999-06-25 2001-01-16 Tokyo Seiko Co Ltd Closed reinforcing material made of fiber reinforced resin and method for producing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010046794A1 (en) 2008-10-20 2010-04-29 Nxp B.V. Semiconductor device and method of manufacturing such a device

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