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JP4029342B2 - Mechanical rebar joint - Google Patents
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JP4029342B2 - Mechanical rebar joint - Google Patents

Mechanical rebar joint Download PDF

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Publication number
JP4029342B2
JP4029342B2 JP2003096766A JP2003096766A JP4029342B2 JP 4029342 B2 JP4029342 B2 JP 4029342B2 JP 2003096766 A JP2003096766 A JP 2003096766A JP 2003096766 A JP2003096766 A JP 2003096766A JP 4029342 B2 JP4029342 B2 JP 4029342B2
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Japan
Prior art keywords
pair
screw
coupler
rebar
tension
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JP2003096766A
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Japanese (ja)
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JP2004300836A (en
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起司 佐藤
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、端部を向かい合わせて隣り合う鉄筋どうしを接続する機械式鉄筋継手に関する。
【0002】
【従来の技術】
従来より、テンション材料には、ケーブル、高張力タイロッド、もしくはPC鋼棒等の部材が用いられているが、これらは何れも高耐力性を有するとともに、高価であるため、構造的に高耐力性を不要とする基礎構造等に用いる場合には、安価な鉄筋を用いてこれに張力を導入し、テンション材料として利用することが考えられる。
【0003】
このような、基礎構造に鉄筋を用いて張力を導入する方法には様々なものが考案されている。例えば、複数の鉄筋を特許文献1に示すようなカプラよりなる継手を介して所望の長さに連結し接合鉄筋を形成した後、該接合鉄筋の一方の端部をフーチングに固定し、他端を同じくフーチングのコンクリート中に埋設されたナットに締め込む方法が用いられている。このような方法では、ナット側において何らかの方法で反力をとる必要があり、また、スリーブを備えたフーチングを先行施工して反力をとる場合には、接合鉄筋に張力導入後にスリーブ内における接合鉄筋との間隙にグラウトを注入する必要があるなど、手間とコストを有する。また、前述した接合鉄筋の両端をフーチング等のコンクリート中に固定した後、圧接もしくは溶接等により熱収縮させる等の方法では、安価ではあるものの熱収縮量を制御することが困難であり、高い精度で所望の張力導入量を得ることが困難である。
【0004】
【特許文献1】
特開平9−309105号公報
【0005】
このような中、複雑な仕掛けを用いることなく、張力導入に伴う反力機能を確保できる手段として、複数の鉄筋をカプラではなくターンバックルを介して所望の長さに連結し接合鉄筋を形成した後、該接合鉄筋の両端部をフーチングに固定した上で、前記ターンバックルを用いて張力を導入する方法が考案されている。
【0006】
【発明が解決しようとする課題】
しかしながら、上述するような鉄筋の連結にターンバックルを用いる構成は、ターンバックルが鉄筋の継手として用いられることを前提とした部品ではないことから、採用する場合には、一般に機械式鉄筋継手に適用される性能基準を満足する否かについて、性能評価を実施し確認した上で用いる必要が生じる。
【0007】
上記事情に鑑み、本発明は、ターンバックル機構を有しながら、端部を向かい合わせて隣り合う鉄筋どうしを接続することのできる機械式鉄筋継手を提供することを目的としている。
【0008】
【課題を解決するための手段】
請求項1記載の機械式鉄筋継手は、端部を向かい合わせて隣り合う鉄筋どうしを接続する機械式鉄筋継手であって、隣り合う鉄筋の向かい合う端部各々に、頭部が固定手段を介して固定される対をなすネジと、対をなす該ネジを両端部各々に嵌合するカプラと、対をなす前記ネジ各々に備えられ、前記カプラの端部に当接してカプラを締め付けるナットにより構成されており、対をなす前記ネジの一方には順ネジ、他方には逆ネジが用いられるとともに、前記カプラの内周面には、一方の端部に順ネジ、他方の端部に逆ネジに対応するネジ切り面が形成され、前記ナットが、両端部に対をなす前記ネジの一部を嵌合したカプラの端部より所定の離間距離をもって配置されて、対をなす該ナットには、両者を引き寄せあう方向に押圧力を作用する張力導入装置が備えられており、該張力導入装置は、中央部に備えられた孔に前記ネジを貫通した状態で対をなすナットの向かい合う面と対向する面各々に配される対をなす締め付け治具と、該対をなす締め付け治具の何れか一方の、向かい合う面と対向する面に備えられ、対をなす該ナットを引き寄せあう方向に押圧力を作用するジャッキと、前記対をなす締め付け治具の孔を挟んだ両側に備えられ、対をなす該締め付け治具及びジャッキの3者を連結する高張力タイロッドにより構成されることを特徴としている。
【0011】
【発明の実施の形態】
本発明の機械式鉄筋継手を、図1から図3に示す。本発明は、端部を向かい合わせて隣り合う鉄筋の向かい合う端部各々に、順ネジ及び逆ネジを固着し、該順ネジ及び逆ネジをカプラの両端部各々に嵌合することにより鉄筋の機械式鉄筋継手として機能するとともに、隣り合う鉄筋を該機械式鉄筋継手で連結することにより形成された接合鉄筋について、両端部を固定した状態で、ターンバックルと同様の仕組みをもってカプラを回転させることにより、隣り合う鉄筋が各々が機械式鉄筋継手側に引き寄せられ、接合鉄筋に張力が導入されるものである。
【0012】
図1に示すように、機械式鉄筋継手1は、順ネジ2と、逆ネジ3と、カプラ4と、対をなすナット5により構成されている。
前記順ネジ2及び逆ネジ3は、一般に建材として用いられている剛性の高い材料よりなるネジであり、ネジ切りの回転方向が順ネジ2と逆ネジ3では相反している。また、前記カプラ4は前記順ネジ2及び逆ネジ3と同様の材料よりなり、その内周面には、一方の端部側に順ネジ2、他方の端部側に逆ネジ3に対応するネジ切り面が形成されて、一方の端部に順ネジ2、他方の端部に逆ネジ3を嵌合するものである。
【0013】
また、前記対をなすナット5は、前記順ネジ2と逆ネジ3の両者各々に備えられており、前記カプラ4が順ネジ2及び逆ネジ3の所定長さ位置で嵌合された状態で、カプラ4の両端部各々に側面を当接するようにして締め付けられている。これにより、前記カプラ4は、所定位置で確実に順ネジ2及び逆ネジ3に固定されるとともに、前記カプラ4に嵌合される前記順ネジ2及び逆ネジ3の長さが短い場合でも、順ネジ2及び逆ネジ3と前記カプラ4との嵌合部に十分な剛性を確保することができるものである。
このような、前記順ネジ2と逆ネジ3を、カプラ4の両端部各々に嵌合する構成は、前記カプラ4をトルクレンチ等の手段を用いてある1方向に回転することにより、順ネジ2と逆ネジ3の両者を、カプラ4内に引き込むことができるものである。
【0014】
このような機械式鉄筋継手1は、順ネジ2及び逆ネジ3の一部がカプラ4に嵌合された状態で、端部を向かい合わせて隣り合う鉄筋6a、6bに挟まれるように配置され、一方の鉄筋6aの端部に順ネジ2の頭部が摩擦接合等の固着手段を介して固着されるとともに、他方の鉄筋6bの端部に逆ネジ3の頭部が同じく摩擦接合等の固着手段を介して固着されることにより、一方の鉄筋6a、及び他方の鉄筋6bを連結する継ぎ手として機能し、これにより一方の鉄筋6a及び他方の鉄筋6bより1体の接合鉄筋7が構成される。
【0015】
上述する機械式鉄筋継手1を用いた鉄筋の張力導入方法を以下に示す。
まず、第1の工程として、端部を向かい合わせて隣り合う鉄筋どうし6a、6bの、一方の頭部にナット5を備えた順ネジ2、他方の端部にナット3を備えた逆ネジを固定手段を介して固定した後、順ネジ2及び逆ネジ3をカプラ4の両端部に嵌合し、接合鉄筋7を形成する。なお、上述する方法にこだわらず、あらかじめカプラ4の両端部に一部を嵌合した順ネジ2及び逆ネジ3に、端部を向かい合わせて隣り合う鉄筋どうし6a、6bを固着しても良い。
【0016】
第2の工程として、該接合鉄筋7を所定位置に配筋した上で、図2に示すように、両端部を例えばフーチング等のコンクリート基礎8に埋設して固定した後、前記順ネジ2及び逆ネジ3を引き込む方向に前記カプラ4を回転する。
このような施工手順により、前記順ネジ2及び逆ネジ3がカプラ4に引き込まれると同時に、これら各々に固着された一方の鉄筋6a及び他方の鉄筋6bは、それぞれ前記機械式鉄筋継手1に向かって引き寄せられることとなり、このような動作により、接合鉄筋7全体に張力が導入されることとなる。
【0017】
第3の工程として、順ネジ2及び逆ネジ3の所望長さを前記カプラ4に引き込んだ後、つまり所望量の張力を接合鉄筋7に導入した時点で、該カプラ4の両端部に当接するように対をなす前記ナット5を締め付ける。
これにより、前記接合鉄筋7への張力を保持することができるものである。また、対をなす前記ナット5を用いたカプラ4の締め付けは、外力等により前記カプラ4が回転するような挙動を防止することもできる。
【0018】
ところで、前記機械式鉄筋継手1を用いて接合鉄筋7に張力を導入する場合の導入量は、前記順ネジ2及び逆ネジ3の部材長さを十分長く取るとともに、図1に示すように、カプラ4の部材長を長く取り、内周面に形成されるネジ切り面に、必要嵌合長さ4a及び施工誤差吸収代4bに加えて、引き込み代4cを長く取ることにより増大させることが可能である。しかし、順ネジ2及び逆ネジ3とカプラ4のネジ切り面に係る性能を鑑みると、その上限は3.0tf程度である。そこで、これ以上の張力を接合鉄筋7に導入したい場合には、図3に示すような張力導入装置9を用いればよい。
【0019】
該張力導入装置9は、対をなす締め付け治具10と、対をなす高張力タイロッド11と、ジャッキ12とにより構成されている。対をなす締め付け治具10は、中央部に前記順ネジ2及び逆ネジ3が貫通する孔10aを有しており、前記機械式鉄筋継手1を備えた接合鉄筋7に対して、一方の孔10aに順ネジ2及び他方の孔10aに逆ネジ3が貫通された状態で、順ネジ2及び逆ネジ3お一部が嵌合された状態の前記カプラ4及び対をなすナット5を挟んで向かい合うように配置されている。なお、対をなす締め付け治具10は、孔10aがナット5より断面径が小さく形成されるとともに、対をなすナット5の向かい合う面と対向する面に当接するするように配置されるため、対をなすナット5がストッパとなって、これらが向かい合う方向には移動できない構成となっている。
【0020】
また、前記ジャッキ12は、対をなす締め付け治具10の一方に備えられて、対をなす高張力タイロッド11とともに機能するものであり、対をなすナット5を引き寄せあう方向に向けて押圧力を作用するものである。これらは、前記ジャッキ12が、締め付け治具10の向かい合う面と対向する面に固定され、また対をなす高張力タイロッド11が、前記接合鉄筋7を挟んだ両側に配され、対をなす締め付け治具10及びジャッキ12の3者を連結するように設置されている。
【0021】
このような構成の張力導入装置9は、前記ジャッキ12が締め付け治具10の向かい合う面にむけて押圧力を作用すると、対をなす高張力タイロッド11を介して、前記対をなす締め付け治具10各々が、対をなすナット5により順ネジ2及び逆ネジ3との相対位置を移動することなく対をなすナット5とともに引き寄せ合い、これに伴い、一方の鉄筋6a及び他方の鉄筋6bも引き寄せあうこととなり、接合鉄筋7全体に張力が導入されることとなる。したがって、前記張力導入装置9を接合鉄筋7に装着する際には、対をなすナット5と前記カプラ4とを当接せず、所定量のクリアランスLを設けておく。
この後、所望量の張力を接合鉄筋7に導入した時点で、前記高張力タイロッド11を該ジャッキ12、及び対をなす締め付け治具10の3者に固定することにより、ジャッキ12の押圧力を開放しても、前記接合鉄筋7には所望量の張力が保持されるものである。
【0022】
上述する構成によれば、前記機械式鉄筋継手1は、順ネジ2及び逆ネジ3と、これらを両端部で嵌合するカプラ4と、順ネジ2及び逆ネジ3の各々に備えられ、カプラ4の両端部に当接するように締め付けられる対をなすナット5により構成されることから、前記順ネジ2及び逆ネジ3の頭部各々に、一方の鉄筋6a及び他方の鉄筋6bの端部を固着することにより、簡略な構成でこれら端部を向かい合わせるようにして隣り合う一方の鉄筋6a及び他方の鉄筋6bを接続することが可能になる。
【0023】
また、該機械式鉄筋継手1を介して形成された接合鉄筋7の両端部をコンクリート基礎8に固定した上で、前記カプラ4を順ネジ2及び逆ネジ3を引き込む方向に回転することにより、隣り合う一方の鉄筋6a及び他方の鉄筋6bが引き寄せあうことに伴い、接合鉄筋7に張力を導入することができ、煩雑な機材等を用いる必要が無く作業性を向上することが可能となる。
【0024】
また、前記機械式鉄筋継手1は、順ネジ2及び逆ネジ3を備えてなり、これらを端部を向かい合わせて隣り合う鉄筋6a、6bの頭部に固着手段を介して固着し、順ネジ2及び逆ネジ3をカプラ4を介して連結する構成であるため、端部を向かい合わせて隣り合う鉄筋6a、6bの外周形状は何れのものを用いても良く、汎用性が高く、施工性及び工費削減に大きく寄与することが可能となる。
【0025】
さらに、機械式鉄筋継手1を介して隣り合う鉄筋6a、6bを連結した接合鉄筋7について、両端部を固定した後にたるみが生じた場合や材長の調整が必要となった場合にも、機械式鉄筋継手1のカプラ4を用いて微調整を行うことができ、施工性をより向上することが可能となる。
【0026】
【発明の効果】
請求項1記載の機械式鉄筋継手によれば、端部を向かい合わせて隣り合う鉄筋どうしを接続する機械式鉄筋継手であって、隣り合う鉄筋の向かい合う端部各々に、頭部が固定手段を介して固定される対をなすネジと、対をなす該ネジを両端部各々に嵌合するカプラと、対をなす前記ネジ各々に備えられ、前記カプラの端部に当接してカプラを締め付けるナットにより構成されており、対をなす前記ネジの一方には順ネジ、他方には逆ネジが用いられるとともに、前記カプラの内周面には、一方の端部に順ネジ、他方の端部に逆ネジに対応するネジ切り面が形成されることから、簡略な構成でこれら端部を向かい合わせるようにして隣り合う一方の鉄筋及び他方の鉄筋を接合することが可能になる。
【0027】
さらに、機械式鉄筋継手は、端部を向かい合わせて隣り合う鉄筋の頭部に固着手段を介して順ネジ及び逆ネジを固着し、これら順ネジ及び逆ネジをカプラを介して連結する構成であるため、端部を向かい合わせて隣り合う鉄筋の外周形状は何れのものを用いても良く、汎用性が高く、施工性及び工費削減に大きく寄与することが可能となる。
【0028】
また、機械式鉄筋継手を介して連結した鉄筋について、両端部を固定した後にたるみが生じた場合や材長の調整が必要となった場合にも、機械式鉄筋継手のカプラを用いて微調整を行うことができ、施工性をより向上することが可能となる。
【0029】
また、前記ナットが、両端部に対をなす前記ネジの一部を嵌合したカプラの端部より所定の離間距離をもって配置されて、対をなす該ナットには、両者を引き寄せあう方向に押圧力を作用する張力導入装置が備えられており、該張力導入装置は、中央部に備えられた孔に前記ネジを貫通した状態で対をなすナットの向かい合う面と対向する面各々に配される対をなす締め付け治具と、該対をなす締め付け治具の何れか一方の、向かい合う面と対向する面に備えられ、対をなす該ナットを引き寄せあう方向に押圧力を作用するジャッキと、前記対をなす締め付け治具の孔を挟んだ両側に備えられ、対をなす該締め付け治具及びジャッキの3者を連結する高張力タイロッドにより構成されることから、簡略な構成で所望量の張力を機械式鉄筋継手を介して連結した鉄筋に導入することが可能となる。
【図面の簡単な説明】
【図1】 本発明に係る機械式鉄筋継ぎ手の詳細を示す図である。
【図2】 本発明に係る機械式鉄筋継ぎ手を用いた鉄筋への張力導入の様子を示す図である。
【図3】 本発明に係る機械式継ぎ手に備えられた張力導入装置を示す図である。
【符号の説明】
1 機械式鉄筋継手
2 順ネジ
3 逆ネジ
4 カプラ
4a 必要嵌合長さ
4b 施工誤差吸収代
4c 引き込み代
5 ナット
6a 一方の鉄筋
6b 他方の鉄筋
7 接合鉄筋
8 コンクリート基礎
9 張力導入装置
10 締め付け治具
11 高張力タイロッド
12 ジャッキ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a mechanical reinforcing bar joint that connects adjacent reinforcing bars with end portions facing each other.
[0002]
[Prior art]
Conventionally, members such as cables, high-tensile tie rods, or PC steel rods have been used as tension materials, but these are both high-strength and expensive, so they are structurally high-strength. When it is used for a foundation structure that does not need to be used, it is conceivable to use an inexpensive reinforcing bar to introduce tension and use it as a tension material.
[0003]
Various methods have been devised for introducing tension to the foundation structure using reinforcing bars. For example, after connecting a plurality of reinforcing bars to a desired length through a joint made of a coupler as shown in Patent Document 1 to form a bonded reinforcing bar, one end of the bonded reinforcing bar is fixed to the footing, and the other end Is also used to tighten the nuts embedded in the footing concrete. In such a method, it is necessary to take a reaction force in some way on the nut side, and when a footing equipped with a sleeve is preliminarily applied to take a reaction force, joining in the sleeve after introducing tension into the joining rebar It requires labor and cost, such as the need to inject grout into the gap between the reinforcing bars. In addition, it is difficult to control the amount of heat shrinkage, although it is inexpensive, by fixing the both ends of the joint rebar described above in concrete such as a footing and then heat shrinking by pressure welding or welding, etc. Therefore, it is difficult to obtain a desired amount of tension introduction.
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 9-309105
Under such circumstances, as a means for ensuring a reaction force function accompanying the introduction of tension without using a complicated mechanism, a plurality of reinforcing bars are connected to a desired length via a turnbuckle instead of a coupler to form a joining reinforcing bar. Then, after fixing both ends of this joining rebar to a footing, the method of introduce | transducing tension using the said turnbuckle is devised.
[0006]
[Problems to be solved by the invention]
However, since the configuration using the turnbuckle for connecting the reinforcing bars as described above is not a component on the premise that the turnbuckle is used as a joint for reinforcing bars, it is generally applied to mechanical rebar joints. It is necessary to use after confirming and evaluating performance whether or not the performance standard is satisfied.
[0007]
In view of the above circumstances, an object of the present invention is to provide a mechanical rebar joint capable of connecting adjacent reinforcing bars with end portions facing each other while having a turnbuckle mechanism.
[0008]
[Means for Solving the Problems]
The mechanical rebar joint according to claim 1 is a mechanical rebar joint for connecting adjacent reinforcing bars facing each other with their end portions facing each other, and a head portion is connected to each of the facing end portions of the adjacent reinforcing bars via fixing means. A pair of screws to be fixed, a coupler that fits the pair of screws to each of both ends, and a nut that is provided in each of the pair of screws and that abuts against the end of the coupler and tightens the coupler. One of the paired screws is a forward screw, and the other is a reverse screw. The inner peripheral surface of the coupler has a forward screw at one end and a reverse screw at the other end. And the nut is disposed at a predetermined distance from the end of the coupler fitted with a part of the screw that makes a pair at both ends. Apply a pressing force in the direction that pulls them together A tension introducing device is provided, and the tension introducing device is a pair of tightening bolts arranged on each of the opposing surfaces of the nuts that make a pair in a state where the screw is passed through the hole provided in the center portion. A jig and a jack provided on a surface opposite to the opposing surface of either of the pair of tightening jigs, and acting to exert a pressing force in a direction to pull the pair of nuts, and the pair of tightening It is provided on both sides of the hole of the jig, and is constituted by a high-tensile tie rod that couples the fastening jig and the jack that form a pair.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
The mechanical rebar joint of the present invention is shown in FIGS. According to the present invention, a forward screw and a reverse screw are fixed to opposite ends of adjacent reinforcing bars facing each other, and the forward screw and the reverse screw are fitted to both end portions of a coupler, thereby rebar machine. By rotating the coupler with the same mechanism as the turnbuckle, with both ends fixed, with respect to the jointed reinforcing bar formed by connecting adjacent reinforcing bars with the mechanical reinforcing bar joint. Adjacent reinforcing bars are attracted to the mechanical reinforcing bar joint side, and tension is introduced into the bonded reinforcing bars.
[0012]
As shown in FIG. 1, the mechanical rebar joint 1 includes a forward screw 2, a reverse screw 3, a coupler 4, and a nut 5 that makes a pair.
The forward screw 2 and the reverse screw 3 are screws made of a highly rigid material that is generally used as a building material, and the forward screw 2 and the reverse screw 3 have opposite rotation directions. The coupler 4 is made of the same material as the forward screw 2 and the reverse screw 3, and the inner peripheral surface thereof corresponds to the forward screw 2 on one end side and the reverse screw 3 on the other end side. A threaded surface is formed, and a forward screw 2 is fitted to one end and a reverse screw 3 is fitted to the other end.
[0013]
The pair of nuts 5 are provided on each of the forward screw 2 and the reverse screw 3, and the coupler 4 is fitted in a predetermined length position of the forward screw 2 and the reverse screw 3. The coupler 4 is tightened so that the side surfaces are in contact with both end portions. Thereby, the coupler 4 is securely fixed to the forward screw 2 and the reverse screw 3 at a predetermined position, and even when the length of the forward screw 2 and the reverse screw 3 fitted to the coupler 4 is short, Sufficient rigidity can be ensured in the fitting portion between the forward screw 2 and reverse screw 3 and the coupler 4.
Such a structure in which the forward screw 2 and the reverse screw 3 are fitted to both ends of the coupler 4 is obtained by rotating the coupler 4 in one direction using means such as a torque wrench. Both the screw 2 and the reverse screw 3 can be pulled into the coupler 4.
[0014]
Such a mechanical rebar joint 1 is arranged so that the end portions thereof face each other and are sandwiched between adjacent rebars 6a and 6b in a state where a part of the forward screw 2 and the reverse screw 3 is fitted to the coupler 4. The head of the forward screw 2 is fixed to the end of one reinforcing bar 6a through fixing means such as friction bonding, and the head of the reverse screw 3 is also fixed to the end of the other reinforcing bar 6b. By being fixed through the fixing means, it functions as a joint for connecting one of the reinforcing bars 6a and the other reinforcing bar 6b, and thereby, one bonded reinforcing bar 7 is constituted by the one reinforcing bar 6a and the other reinforcing bar 6b. The
[0015]
A method for introducing the tension of a reinforcing bar using the mechanical reinforcing bar joint 1 will be described below.
First, as a first step, a reversing screw 2 having a nut 5 on one head and a reverse screw having a nut 3 on the other end of the adjacent reinforcing bars 6a and 6b facing each other. After fixing through the fixing means, the forward screw 2 and the reverse screw 3 are fitted to both end portions of the coupler 4 to form the joining rebar 7. Regardless of the method described above, the adjacent reinforcing bars 6a and 6b may be fixed to the forward screw 2 and the reverse screw 3 that are partially fitted to both ends of the coupler 4 with the ends facing each other. .
[0016]
As a second step, after arranging the joining rebar 7 at a predetermined position, as shown in FIG. 2, both ends are embedded and fixed in a concrete foundation 8 such as a footing, and then the forward screw 2 and The coupler 4 is rotated in the direction in which the reverse screw 3 is pulled.
By such a construction procedure, the forward screw 2 and the reverse screw 3 are drawn into the coupler 4, and at the same time, the one reinforcing bar 6a and the other reinforcing bar 6b are respectively directed to the mechanical reinforcing bar joint 1. As a result, the tension is introduced into the entire joining rebar 7 by such an operation.
[0017]
As a third step, after the desired lengths of the forward screw 2 and the reverse screw 3 are drawn into the coupler 4, that is, when a desired amount of tension is introduced into the joining rebar 7, the coupler 4 comes into contact with both ends of the coupler 4. Then, the nuts 5 that make a pair are tightened.
Thereby, the tension | tensile_strength to the said joining reinforcement 7 can be hold | maintained. Further, tightening of the coupler 4 using the nuts 5 that make a pair can also prevent the behavior of the coupler 4 from rotating due to an external force or the like.
[0018]
By the way, the introduction amount in the case of introducing tension to the joint rebar 7 using the mechanical rebar joint 1 takes a sufficiently long member length of the forward screw 2 and the reverse screw 3, and as shown in FIG. It is possible to increase the length of the member of the coupler 4 by increasing the pulling allowance 4c in addition to the necessary fitting length 4a and the construction error absorption allowance 4b on the threaded surface formed on the inner peripheral surface. It is. However, in consideration of the performance related to the threaded surfaces of the forward screw 2 and the reverse screw 3 and the coupler 4, the upper limit is about 3.0 tf. Therefore, when it is desired to introduce a higher tension to the joining rebar 7, a tension introducing device 9 as shown in FIG. 3 may be used.
[0019]
The tension introducing device 9 includes a pair of tightening jigs 10, a pair of high tension tie rods 11, and a jack 12. A pair of tightening jigs 10 has a hole 10a through which the forward screw 2 and the reverse screw 3 penetrate at the center, and one hole is provided for the jointed reinforcing bar 7 provided with the mechanical rebar joint 1. With the forward screw 2 in 10a and the reverse screw 3 in the other hole 10a, the forward screw 2 and the reverse screw 3 partly fitted with the coupler 4 and the paired nut 5 interposed therebetween It is arranged to face each other. The pair of tightening jigs 10 are formed so that the hole 10a has a smaller cross-sectional diameter than the nut 5 and is in contact with the surface facing the opposite surface of the pair of nuts 5. The nut 5 forming the above serves as a stopper, and cannot be moved in the opposite direction.
[0020]
The jack 12 is provided on one side of the pair of tightening jigs 10 and functions together with the pair of high tension tie rods 11 and applies a pressing force in a direction in which the pair of nuts 5 are drawn together. It works. In these, the jack 12 is fixed to a surface opposite to the facing surface of the fastening jig 10, and a pair of high-strength tie rods 11 are arranged on both sides of the joining rebar 7 to form a pair of fastening treatments. It is installed so as to connect the three of the tool 10 and the jack 12.
[0021]
In the tension introducing device 9 having such a configuration, when the jack 12 exerts a pressing force on the opposing surfaces of the tightening jig 10, the pair of tightening jigs 10 are formed via the pair of high tension tie rods 11. Each of them is drawn together with the pair of nuts 5 without moving the relative positions of the forward screw 2 and the reverse screw 3 by the paired nuts 5, and accordingly, one reinforcing bar 6 a and the other reinforcing bar 6 b are also drawn together. As a result, the tension is introduced to the entire joining rebar 7. Therefore, when the tension introducing device 9 is attached to the joining rebar 7, a predetermined amount of clearance L is provided without contacting the paired nut 5 and the coupler 4.
After that, when a desired amount of tension is introduced into the joining rebar 7, the high-strength tie rod 11 is fixed to the jack 12 and the pair of fastening jigs 10, thereby reducing the pressing force of the jack 12. Even if it is opened, a desired amount of tension is maintained in the joint rebar 7.
[0022]
According to the configuration described above, the mechanical rebar joint 1 includes the forward screw 2 and the reverse screw 3, the coupler 4 that fits these at both ends, and the forward screw 2 and the reverse screw 3. 4, each of the heads of the forward screw 2 and the reverse screw 3 is provided with end portions of one rebar 6 a and the other rebar 6 b. By adhering, it is possible to connect one rebar 6a and the other rebar 6b adjacent to each other so that these end portions face each other with a simple configuration.
[0023]
In addition, by fixing both ends of the joining rebar 7 formed via the mechanical rebar joint 1 to the concrete foundation 8, the coupler 4 is rotated in a direction in which the forward screw 2 and the reverse screw 3 are drawn. As the adjacent one of the reinforcing bars 6a and the other reinforcing bar 6b are attracted to each other, it is possible to introduce a tension to the bonded reinforcing bar 7, and it is possible to improve workability without the need for complicated equipment.
[0024]
The mechanical rebar joint 1 includes a forward screw 2 and a reverse screw 3 which are fixed to the heads of the adjacent reinforcing bars 6a and 6b with the end portions facing each other through fixing means. 2 and the reverse screw 3 are connected via a coupler 4, so that the outer peripheral shape of the adjacent reinforcing bars 6a and 6b with the end portions facing each other may be any, high versatility, and workability In addition, it is possible to greatly contribute to the reduction of construction costs.
[0025]
Further, regarding the joint rebar 7 that connects the adjacent rebars 6a and 6b via the mechanical rebar joint 1, when the slack occurs after both ends are fixed or the length of the material needs to be adjusted, the machine Fine adjustment can be performed using the coupler 4 of the type reinforcing bar joint 1, and the workability can be further improved.
[0026]
【The invention's effect】
According to the mechanical rebar joint according to claim 1, the mechanical rebar joint connects adjacent rebars with the end portions facing each other, and the head has a fixing means at each of the facing end portions of the adjacent rebars. A pair of screws fixed to each other, a coupler that fits the pair of screws to each of both ends, and a nut that is provided on each of the pair of screws and that abuts against the end of the coupler and tightens the coupler One of the paired screws is a forward screw, the other is a reverse screw, and the inner peripheral surface of the coupler has a forward screw at one end and an end at the other end. Since the threaded surface corresponding to the reverse screw is formed, it is possible to join the adjacent one reinforcing bar and the other reinforcing bar so that these end portions face each other with a simple configuration.
[0027]
Further, the mechanical rebar joint has a configuration in which the forward screw and the reverse screw are fixed to the head of an adjacent reinforcing bar with an end portion facing each other through fixing means, and the forward screw and the reverse screw are connected via a coupler. For this reason, the outer peripheral shape of the reinforcing bars adjacent to each other with the end portions facing each other may be any, and is highly versatile, which can greatly contribute to the workability and the cost reduction.
[0028]
In addition, for rebars connected via mechanical rebar joints, if slack occurs after both ends are fixed, or if adjustment of the material length is required, fine adjustment using the mechanical rebar joint coupler It is possible to improve the workability.
[0029]
Further, the nut is arranged at a predetermined distance from the end of the coupler fitted with a part of the screw that makes a pair at both ends, and the nut that makes a pair is pushed in a direction that draws them together. There is provided a tension introducing device that acts on the pressure, and the tension introducing device is disposed on each of the opposing surfaces of the opposing nuts in a state where the screw is passed through the hole provided in the central portion. A pair of tightening jigs, and a jack that is provided on a surface opposite to the facing surface of any one of the pair of tightening jigs and that exerts a pressing force in a direction in which the nuts that form the pair are drawn together; It is provided on both sides of the pair of clamping jig holes, and is composed of high tension tie rods that connect the pair of clamping jig and jack, so that a desired amount of tension can be achieved with a simple configuration. Mechanical rebar joint Can be introduced into rebar linked via become.
[Brief description of the drawings]
FIG. 1 is a view showing details of a mechanical reinforcing bar joint according to the present invention.
FIG. 2 is a diagram showing a state of tension introduction to a reinforcing bar using a mechanical reinforcing bar joint according to the present invention.
FIG. 3 is a view showing a tension introducing device provided in a mechanical joint according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Mechanical rebar joint 2 Forward screw 3 Reverse screw 4 Coupler 4a Required fitting length 4b Construction error absorption allowance 4c Retraction allowance 5 Nut 6a One rebar 6b The other rebar 7 Joint rebar 8 Concrete foundation 9 Tension introduction device 10 Tightening treatment Tool 11 High tension tie rod 12 Jack

Claims (1)

端部を向かい合わせて隣り合う鉄筋どうしを接続する機械式鉄筋継手であって、
隣り合う鉄筋の向かい合う端部各々に、頭部が固定手段を介して固定される対をなすネジと、
対をなす該ネジを両端部各々に嵌合するカプラと、
対をなす前記ネジ各々に備えられ、前記カプラの端部に当接してカプラを締め付けるナットにより構成されており、
対をなす前記ネジの一方には順ネジ、他方には逆ネジが用いられるとともに、前記カプラの内周面には、一方の端部に順ネジ、他方の端部に逆ネジに対応するネジ切り面が形成され、
前記ナットが、両端部に対をなす前記ネジの一部を嵌合したカプラの端部より所定の離間距離をもって配置されて、対をなす該ナットには、両者を引き寄せあう方向に押圧力を作用する張力導入装置が備えられており、
該張力導入装置は、中央部に備えられた孔に前記ネジを貫通した状態で対をなすナットの向かい合う面と対向する面各々に配される対をなす締め付け治具と、
該対をなす締め付け治具の何れか一方の、向かい合う面と対向する面に備えられ、対をなす該ナットを引き寄せあう方向に押圧力を作用するジャッキと、
前記対をなす締め付け治具の孔を挟んだ両側に備えられ、対をなす該締め付け治具及びジャッキの3者を連結する高張力タイロッドにより構成されることを特徴とする機械式鉄筋継手。
A mechanical rebar joint that connects adjacent rebars with the ends facing each other,
A pair of screws whose heads are fixed via fixing means to each of the opposite ends of adjacent reinforcing bars;
A coupler for fitting the pair of screws to both ends,
Each of the screws forming a pair is configured by a nut that abuts on the end of the coupler and tightens the coupler.
One of the paired screws is a forward screw and the other is a reverse screw. The inner peripheral surface of the coupler has a forward screw at one end and a screw corresponding to the reverse screw at the other end. A cut surface is formed ,
The nut is arranged with a predetermined separation distance from the end of the coupler fitted with a part of the screw that makes a pair at both ends, and the nut that makes a pair is pressed in a direction that draws them together. Equipped with a working tension introducing device,
The tension introducing device includes a pair of tightening jigs arranged on each of the opposing surfaces of the nuts that make a pair in a state where the screw is passed through the hole provided in the center portion,
A jack that is provided on a surface opposite to a facing surface of any one of the pair of tightening jigs, and that exerts a pressing force in a direction that pulls the pair of nuts;
A mechanical rebar joint comprising a high-strength tie rod that is provided on both sides of the pair of clamping jig holes and connects the pair of clamping jig and jack.
JP2003096766A 2003-03-31 2003-03-31 Mechanical rebar joint Expired - Fee Related JP4029342B2 (en)

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CA2815113C (en) * 2010-11-04 2015-01-06 Roc Co., Ltd. Reinforcement bar coupler
CN103321431B (en) * 2013-06-24 2015-09-16 中交四航工程研究院有限公司 Rebar tensioner
RU202352U1 (en) * 2020-11-16 2021-02-12 Общество с ограниченной ответственностью "Завод спецоборудования и механизации строительства "ГРАД" BUTT CONNECTION OF REINFORCEMENT RODS

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