JP2010053546A - Reinforcement connecting device - Google Patents

Reinforcement connecting device Download PDF

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JP2010053546A
JP2010053546A JP2008217533A JP2008217533A JP2010053546A JP 2010053546 A JP2010053546 A JP 2010053546A JP 2008217533 A JP2008217533 A JP 2008217533A JP 2008217533 A JP2008217533 A JP 2008217533A JP 2010053546 A JP2010053546 A JP 2010053546A
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reinforcing bar
bar
cylindrical member
straight
shaped
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Akihiko Takeda
彰彦 武田
Toshiro Ogawa
俊郎 小川
Haruo Ikejima
治男 池島
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcement connecting device capable of surely holding and connecting a straight bar reinforcement and an L-reinforcement in a predetermined orthogonal state and enabling easy and smooth connecting operation. <P>SOLUTION: This reinforcement connection device 10 connects the straight bar reinforcement 104, which is installed horizontally and the L-reinforcement 106 having a vertical bar part 106a, which is an L-shape and vertically extending and a horizontal bar part 106b horizontally extending from the bottom end of the vertical bar part, while the straight bar reinforcement 104 is disposed at the L-corner 106c of the L-reinforcement, in such a manner that both the vertical bar part 106a and the horizontal bar part 106b of the L-reinforcement are orthogonal to the straight bar reinforcement 104. The reinforcement connecting device comprises a first hooking part 12, hooked to the straight bar reinforcement 104 and a second hooking part 14 which is connected to the first hooking part 12 and hooked to the vertical bar part 106a of the L-reinforcement and which holds the orthogonal state of the L-reinforcement 106 and the straight bar reinforcement 104, while preventing toppling of the L-reinforcement. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、例えば、鉄筋コンクリート構造物に用いられる鉄筋を配筋する際に直棒鉄筋とL型鉄筋とを連結するのに用いられる鉄筋連結具に関する。   The present invention relates to a reinforcing bar connector used to connect a straight bar reinforcing bar and an L-type reinforcing bar, for example, when reinforcing bars used in a reinforced concrete structure are arranged.

土木・建築物等の構造物を構築する際に強度を確保するために鉄筋コンクリート構造を用いる場合がある。図20、図21に示すように、例えば、ブロック塀Fや土留め等の比較的小規模な外構において、基礎部100は、所定位置の地盤Gを掘削した後に砕石102等を敷設し、次いで直線状の直棒鉄筋104及びL字状に屈曲されたL型鉄筋106を配置し、型枠を組んでコンクリートを打設し、コンクリートが固化した後に型枠を取り外して形成される。そして、基礎部100の上にコンクリートブロック108の開口部にL型鉄筋106の縦棒部106a等を挿通させつつ積み上げていき、該コンクリートブロック108を互いにコンクリートやモルタルにより固定して、ブロック塀等が形成される(例えば、特許文献1参照)。図22にも示すように、上記基礎部100の施工時において直棒鉄筋及びL型鉄筋を配置する作業では、直棒鉄筋104を水平方向に平行に配置し、鉛直に立ち上がった縦棒部106aと該縦棒部106aの下端から水平に配置される横棒部106bとを含むL型鉄筋106が直棒鉄筋104の長手方向に沿って所定間隔で複数配置される。L型鉄筋106は、そのL字隅部位置106c内側に直棒鉄筋104を配置しつつ該縦棒部106a及び横棒部106bは直棒鉄筋104に対して直交するように交差された状態で配置される。従来では、直棒鉄筋104及びL型鉄筋106が所定の交差配置位置からずれないように例えば、直交状態で交差している2つの鉄筋104、106どうしをL字隅部106c近傍で鉄線により互いに結束して連結していた。   In some cases, a reinforced concrete structure is used to ensure strength when constructing structures such as civil engineering and buildings. As shown in FIGS. 20 and 21, for example, in a relatively small-scale exterior such as a block fence F or a retaining wall, the foundation 100 lays the crushed stone 102 or the like after excavating the ground G at a predetermined position, Next, the straight straight bar 104 and the L-shaped rebar 106 bent in an L-shape are arranged, and the formwork is put into the concrete. After the concrete is solidified, the formwork is removed and formed. Then, the vertical bars 106a and the like of the L-type reinforcing bars 106 are inserted into the openings of the concrete block 108 on the foundation 100 and stacked, and the concrete blocks 108 are fixed to each other with concrete or mortar, so that (For example, refer to Patent Document 1). As shown in FIG. 22, in the work of arranging the straight bar reinforcing bar and the L-type reinforcing bar at the time of constructing the foundation part 100, the vertical bar part 106 a that stands up vertically by arranging the straight bar reinforcing bars 104 in parallel in the horizontal direction. And a plurality of L-type reinforcing bars 106 including horizontal bar portions 106b horizontally disposed from the lower ends of the vertical bar portions 106a are arranged at predetermined intervals along the longitudinal direction of the straight bar reinforcing bars 104. In the L-type reinforcing bar 106, the vertical bar part 106 a and the horizontal bar part 106 b are crossed so as to be orthogonal to the straight bar reinforcing bar 104 while the straight bar reinforcing bar 104 is disposed inside the L-shaped corner position 106 c. Be placed. Conventionally, for example, two reinforcing bars 104 and 106 that intersect in a perpendicular state are connected to each other by an iron wire in the vicinity of the L-shaped corner 106c so that the straight bar reinforcing bar 104 and the L-shaped reinforcing bar 106 do not deviate from a predetermined crossing position. They were united and connected.

特開平10−266223号公報(明細書「従来の技術」、図7、図8)Japanese Patent Laid-Open No. 10-266223 (specifications “conventional technology”, FIGS. 7 and 8)

しかしながら、例えば、上記のように直棒鉄筋とL型鉄筋との直交部位を鉄線で結束するだけでは、直棒鉄筋とL型鉄筋との所定の直交状態を十分に保持することが困難であるから、鉛直に立ち上がったL型鉄筋の縦棒部106aが比較的長いので、図22の仮想線で示すようにL型鉄筋の縦棒部106a自身の重量で横に倒れたり、コンクリートを流し込む際に流し込むコンクリートやその作業機器等に当たることで横に倒れたりしやすい問題があった。例えば、補助的にL型鉄筋を支持するために他の鉄筋や板材等を配して仮設の鉄筋支持構造を構築する方法も考えられるが、該仮設用の鉄筋等の配置やコンクリート固化後の仮設鉄筋等の撤去作業等が必要となり、基礎部全体の施工に係る労力も大きく、時間かかり高コストとなっていた。さらに、直棒鉄筋とL型鉄筋とを鉄線を結束する作業の際にL型鉄筋がぐらつきやすいので、L型鉄筋の支持と鉄線の巻き付け作業を1人だけで行うのは困難であり、人手を要し煩雑で手間がかかるうえ、中腰の姿勢で行われる為労力も大きく、時間もかかる問題があった。   However, for example, it is difficult to sufficiently maintain the predetermined orthogonal state between the straight bar reinforcing bar and the L-type reinforcing bar only by binding the orthogonal part of the straight bar reinforcing bar and the L-type reinforcing bar with the iron wire as described above. Since the vertical bar portion 106a of the L-type reinforcing bar standing up vertically is relatively long, as shown by the phantom line in FIG. 22, the vertical bar portion 106a of the L-type reinforcing bar 106a falls down sideways or poured concrete. There was a problem that it was easy to fall sideways by hitting the concrete poured into it or its work equipment. For example, a method of constructing a temporary reinforcing bar support structure by arranging other reinforcing bars and plate materials to support the L-type reinforcing bar in an auxiliary manner is also conceivable. It was necessary to remove temporary reinforcing bars, etc., and the labor involved in the construction of the entire foundation was large, which was time consuming and expensive. Furthermore, since the L-type rebar is likely to wobble during the work of binding the straight bar and L-type rebars, it is difficult for one person to support the L-type rebar and wind the wire. In addition, it is cumbersome and time-consuming, and it takes a lot of labor and time because it is performed in a middle and lower back posture.

本発明は上記従来の課題に鑑みてなされたものであり、その一つの目的は、直棒鉄筋とL型鉄筋とを所定の直交状態を確実に保持しながら連結できるとともに、簡単かつスムーズに連結作業を行える鉄筋連結具を提供することにある。   The present invention has been made in view of the above-described conventional problems, and one object of the present invention is to connect a straight bar rebar and an L-type rebar while maintaining a predetermined orthogonal state reliably and easily and smoothly. An object of the present invention is to provide a reinforcing bar connector capable of performing work.

上記課題を解決するために本発明は、水平に設置される直線状の直棒鉄筋104と、L字状に屈曲され鉛直に立ち上がった縦棒部106aと該縦棒部の下端から水平に配置される横棒部106bとを含むL型鉄筋106と、をL型鉄筋のL字隅部位置106cに直棒鉄筋104を配しつつL型鉄筋の縦棒部106aと横棒部106bとのいずれもが直棒鉄筋104に対して直交する状態で連結する鉄筋連結具であり、直棒鉄筋104に係着する第1係着部12と、第1係着部12に接続され、L型鉄筋の縦棒部106aに係着しL型鉄筋の倒れ込みを防止しつつL型鉄筋106と直棒鉄筋104との直交状態を保持する第2係着部14と、を備えたことを特徴とする鉄筋連結具10から構成される。   In order to solve the above-described problems, the present invention is arranged horizontally from a straight rectilinear reinforcing bar 104 installed horizontally, a vertical bar portion 106a bent in an L shape and rising vertically, and a lower end of the vertical bar portion. The L-type reinforcing bar 106 including the horizontal bar part 106b, and the vertical bar part 106a of the L-type reinforcing bar 106b and the horizontal bar part 106b while arranging the straight bar reinforcing bar 104 at the L-shaped corner position 106c of the L-type reinforcing bar. Both are reinforcing bar couplers that are connected in a state of being orthogonal to the straight bar reinforcing bar 104, and are connected to the first engaging part 12 and the first engaging part 12 that are engaged with the straight bar reinforcing bar 104, and are L-shaped. And a second engaging portion 14 that is engaged with the vertical bar portion 106a of the reinforcing bar and holds the L-shaped reinforcing bar 106 and the straight reinforcing bar 104 in an orthogonal state while preventing the L-type reinforcing bar from falling down. It is comprised from the reinforcing bar connector 10 which does.

また、第2係着部14は、L型鉄筋の縦棒部106aの長手方向に沿ってあてがわれる円弧状筒部材26と、円弧状筒部材18に一体的に設けられてL型鉄筋106へのあてがい状態を保持する保持部28と、を含むこととしてもよい。   Further, the second engaging portion 14 is provided integrally with the arcuate cylindrical member 26 applied along the longitudinal direction of the vertical bar portion 106a of the L-shaped reinforcing bar 106a and the arc-shaped cylindrical member 18 so as to be integrated with the L-shaped reinforcing bar 106. It is good also as including the holding | maintenance part 28 holding the state applied to.

また、第1係着部12は、直棒鉄筋104の長手方向に沿ってあてがわれる円弧状筒部材16と、円弧状筒部材16に一体的に設けられて直棒鉄筋104へのあてがい状態を保持する保持部18と、を含み、第1係着部12の円弧状筒部材16の中間位置に第2係着部14の円弧状筒部材16の下端部側を接続して正面視逆T字状に構成されたこととしてもよい。すなわち、第1係着部12の円弧状筒部材16に対して第2係着部14の円弧状筒部材26は垂直に固定されており、L型鉄筋の所定の直交状態を保持できる。また、例えば、第1係着部12の下方に他の構成要素や部材等を存在させないように構成すると、L型鉄筋の横棒部に沿わせて他の鉄筋を配置する必要があるときにも該他の鉄筋の障害とならず、種々の配筋構成でも実用的に利用できる。   In addition, the first engaging portion 12 is provided in an arcuate cylindrical member 16 that is applied along the longitudinal direction of the straight bar rebar 104, and is provided integrally with the arcuate cylindrical member 16 and is attached to the straight bar rebar 104. And holding the lower end side of the arcuate cylindrical member 16 of the second engaging part 14 to the middle position of the arcuate cylindrical member 16 of the first engaging part 12, It may be configured in a T shape. That is, the arcuate cylindrical member 26 of the second engaging part 14 is fixed perpendicularly to the arcuate cylindrical member 16 of the first engaging part 12 and can maintain a predetermined orthogonal state of the L-shaped reinforcing bars. Further, for example, when it is configured so that other components and members do not exist below the first engaging portion 12, it is necessary to arrange other reinforcing bars along the horizontal bar portion of the L-shaped reinforcing bars. However, it does not become an obstacle to the other reinforcing bars, and can be practically used in various arrangements of reinforcing bars.

また、保持部18、28は、略C字状に形成され、かつC字開口部22a、32、を拡大縮小して各鉄筋104、106に嵌着状に係着するクリップ片部22、32を含むこととしてもよい。   The holding portions 18 and 28 are formed in a substantially C shape, and the clip piece portions 22 and 32 that are engaged with the reinforcing bars 104 and 106 in a fitting manner by expanding and reducing the C-shaped openings 22 a and 32. It is good also as including.

また、直棒鉄筋104及びL型鉄筋106は長手方向に所定間隔で節110が設けられる異形鉄筋であり、第1係着部12及び/又は第2係着部14は、円弧状筒部材16、26の異形鉄筋への当接面側に異形鉄筋の節110に噛み合い状に係合して該円弧状筒部材16、26の異形鉄筋の長手方向へのずれ移動を規制する凹凸部36が設けられたこととしてもよい。基本的には凹凸部36は設けなくても良いが、凹凸部36を設けるとずれ止め機能を向上できる。凹凸部36は、例えば円弧状筒部材16,26の長手方向或いは円弧長さ方向の一部のみに設けてもよく、全体にわたって形成してもよい。凹凸部36は、例えば、円弧状筒部材の円弧内面に凹溝38を形成したり、逆に円弧内面から凸部を突設したり、一部を切欠いたり等その他任意の構成でよい。凹凸部の間隔は、例えば、異形鉄筋の節110の間隔に対応した間隔でもよく、また該節の間隔よりも密に(短い間隔で)凹凸を形成した構成でもよい。   The straight bar 104 and the L-type reinforcing bar 106 are deformed bars in which nodes 110 are provided at predetermined intervals in the longitudinal direction, and the first engaging portion 12 and / or the second engaging portion 14 are arcuate cylindrical members 16. , 26 is provided on the contact surface side of the deformed reinforcing bar 26 and engages with the deformed reinforcing bar node 110 to engage with the deformed reinforcing bar 110 so as to restrict the displacement of the deformed reinforcing bar in the longitudinal direction of the arc-shaped cylindrical members 16, 26. It may be provided. Basically, the uneven portion 36 does not need to be provided, but if the uneven portion 36 is provided, the function of preventing misalignment can be improved. The concavo-convex portion 36 may be provided, for example, only in a part of the arcuate cylindrical members 16, 26 in the longitudinal direction or the arcuate length direction, or may be formed throughout. The concave-convex portion 36 may have any other configuration such as forming a concave groove 38 on the arc inner surface of the arc-shaped cylindrical member, conversely projecting a convex portion from the arc inner surface, or cutting a part thereof. The interval between the concavo-convex portions may be, for example, an interval corresponding to the interval between the nodes 110 of the deformed reinforcing bar, or a configuration in which the concavo-convex portions are formed more densely (with shorter intervals) than the interval between the nodes.

また、第1係着部12から下方に垂設状に接続され、L型鉄筋の横棒部106bに孔貫通状に係着して該横棒部を支持する第3係着部46を含むこととしてもよい。L型鉄筋の横棒部106bの側方及び下方側に係着する形態であると好適である。   In addition, it includes a third engagement portion 46 that is connected downward from the first engagement portion 12 and is engaged with the horizontal bar portion 106b of the L-type reinforcing bar so as to penetrate the hole so as to support the horizontal bar portion. It is good as well. It is preferable that the side bar portion 106b of the L-type reinforcing bar is engaged with the side and the lower side.

また、第3係着部46は、L型鉄筋の横棒部106bに巻き付き状に係着する1個又は1対の帯状把持片48を含むこととしてもよい。   Moreover, the 3rd engaging part 46 is good also as including the 1 or 1 pair of strip | belt-shaped holding | grip piece 48 engaged with the horizontal bar part 106b of an L-type reinforcing bar in a winding form.

また、第3係着部46は、第1係着部の円弧状筒部材16を一体的に形成した金属薄板であって、L型鉄筋の横棒部106bを貫通させる貫通孔52と、貫通孔52内と外側とを連通する横棒部の径より小幅の切欠き部54と、を有する金属薄板51からなることとしてもよい。   The third engaging portion 46 is a thin metal plate integrally formed with the arcuate cylindrical member 16 of the first engaging portion, and includes a through hole 52 that penetrates the horizontal bar portion 106b of the L-type reinforcing bar, and a through hole. It is good also as consisting of the metal thin plate 51 which has the notch part 54 smaller than the diameter of the horizontal bar part which connects the inside of the hole 52, and the outer side.

本発明の鉄筋連結具によれば、水平に設置される直線状の直棒鉄筋と、L字状に屈曲され鉛直に立ち上がった縦棒部と該縦棒部の下端から水平に配置される横棒部とを含むL型鉄筋と、をL型鉄筋のL字隅部位置に直棒鉄筋を配しつつL型鉄筋の縦棒部と横棒部とのいずれもが直棒鉄筋に対して直交する状態で連結する鉄筋連結具であり、直棒鉄筋に係着する第1係着部と、第1係着部に接続され、L型鉄筋の縦棒部に係着しL型鉄筋の倒れ込みを防止しつつL型鉄筋と直棒鉄筋との直交状態を保持する第2係着部と、を備えたことから、第1係着部を直棒鉄筋に第2係着部をL型鉄筋にそれぞれ係着させた際に第2係着部によりL型鉄筋を支持するので、直棒鉄筋とL型鉄筋とを所定の直交状態を確実に保持しながら連結することができる。同時に、従来の鉄線の巻き付け作業に比較して1人でも簡単に連結作業を行える。したがって、施工全体の作業を円滑に行え、作業の省力化、施工期間の短縮及び施工コストの低減を実現できる。   According to the reinforcing bar connector of the present invention, a straight straight bar reinforcing bar that is horizontally installed, a vertical bar portion that is bent in an L shape and rises vertically, and a horizontal bar that is horizontally disposed from the lower end of the vertical bar portion. An L-type reinforcing bar including a bar part, and a vertical bar part and a horizontal bar part of the L-type reinforcing bar are both arranged with respect to the straight bar reinforcing bar while arranging the straight reinforcing bar at the L-shaped corner position of the L-type reinforcing bar. Reinforcing bar connecting tool that is connected in a state of being orthogonal to each other, a first engaging part that is engaged with a straight bar reinforcing bar, a first engaging part that is connected to the first engaging part, and is engaged with a vertical bar part of the L-type reinforcing bar. And a second engaging part that maintains the orthogonal state between the L-type reinforcing bar and the straight bar reinforcing bar while preventing collapse, so that the first engaging part is a straight bar reinforcing element and the second engaging part is an L-type. Since the L-type reinforcing bar is supported by the second engaging part when being engaged with the reinforcing bar, the straight bar reinforcing bar and the L-type reinforcing bar can be connected while maintaining a predetermined orthogonal state.At the same time, one person can easily perform the connecting operation as compared with the conventional wire winding operation. Therefore, the work of the whole construction can be performed smoothly, and labor saving, shortening of the construction period, and reduction of construction cost can be realized.

また、第2係着部は、L型鉄筋の縦棒部の長手方向に沿ってあてがわれる円弧状筒部材と、円弧状筒部材に一体的に設けられてL型鉄筋へのあてがい状態を保持する保持部と、を含む構成とすることにより、簡単な構造であり、L型鉄筋の縦棒部に簡単に装着させて該縦棒部を良好に支持でき、L型鉄筋の倒れ込み等を有効に防止しながら所定の直交状態を確実に保持できる。   In addition, the second engaging portion has an arcuate cylindrical member that is applied along the longitudinal direction of the vertical bar portion of the L-shaped reinforcing bar, and a state in which the second engaging portion is integrally provided with the arc-shaped cylindrical member and is attached to the L-shaped reinforcing bar. The structure includes a holding portion that holds, and has a simple structure, can be easily attached to the vertical bar portion of the L-type reinforcing bar, and can support the vertical bar portion well, and the L-type reinforcing bar can be collapsed. A predetermined orthogonal state can be reliably maintained while being effectively prevented.

また、第1係着部は、直棒鉄筋の長手方向に沿ってあてがわれる円弧状筒部材と、円弧状筒部材に一体的に設けられて直棒鉄筋へのあてがい状態を保持する保持部と、を含み、第1係着部の円弧状筒部材の中間位置に第2係着部の円弧状筒部材の下端部側を接続して正面視逆T字状に構成されることにより、第1係着部と第2係着部とを垂直状態で強固に連結した構造を簡単に具現でき、確実に所定の直交状態を保持できる。また、簡単に製造を行え、低コストで生産できる。   In addition, the first engaging portion includes an arcuate cylindrical member that is applied along the longitudinal direction of the straight bar reinforcing bar, and a holding unit that is provided integrally with the arcuate cylindrical member and holds a state of being applied to the straight bar reinforcing bar. And by connecting the lower end side of the arcuate cylindrical member of the second engagement part to the middle position of the arcuate cylindrical member of the first engagement part, A structure in which the first engaging portion and the second engaging portion are firmly connected in a vertical state can be easily realized, and a predetermined orthogonal state can be reliably maintained. Moreover, it can be manufactured easily and can be produced at low cost.

また、保持部は、略C字状に形成され、かつC字開口部を拡大縮小して各鉄筋に嵌着状に係着するクリップ片部を含む構成とすることにより、第1、第2係着部の各鉄筋への取り付け操作を簡単に行なえると同時に、クリップ片部により鉄筋を締め付けて第1、第2係着部の鉄筋への装着状態を保持でき、直棒鉄筋とL型鉄筋との所定の直交状態を保持できる。   In addition, the holding portion is formed in a substantially C shape, and includes a clip piece portion that is enlarged and reduced in size to reduce the C-shaped opening and is engaged with each reinforcing bar. The attachment operation to each reinforcing bar of the engaging part can be easily performed, and at the same time, the reinforcing part can be tightened by the clip piece to maintain the mounting state of the first and second engaging parts to the reinforcing bar. A predetermined orthogonal state with the reinforcing bar can be maintained.

また、直棒鉄筋及びL型鉄筋は長手方向に所定間隔で節が設けられる異形鉄筋であり、第1係着部及び/又は第2係着部は、円弧状筒部材の異形鉄筋への当接面側に異形鉄筋の節に噛み合い状に係合して該円弧状筒部材の異形鉄筋の長手方向へのずれ移動を規制する凹凸部が設けられた構成とすることにより、円弧状筒部材に設けた凹凸部を異形鉄筋の節に係合させて第1、第2係着部の鉄筋への係着位置が鉄筋の長手方向に沿ってずれるのを有効に防止でき、各鉄筋の所定の配置位置を保持できる。   Further, the straight bar reinforcing bar and the L-shaped reinforcing bar are deformed reinforcing bars in which nodes are provided at predetermined intervals in the longitudinal direction, and the first engaging part and / or the second engaging part are applied to the deformed reinforcing bars of the arcuate cylindrical member. An arcuate cylindrical member having a configuration in which a concave and convex portion is provided on the contact surface side so as to mesh with a node of the deformed reinforcing bar and restrict the shift of the arcuate reinforcing bar in the longitudinal direction of the deformed reinforcing bar. It is possible to effectively prevent the engaging positions of the first and second engaging portions from being moved along the longitudinal direction of the reinforcing bars by engaging the irregular portions provided on the reinforcing bars with the deformed reinforcing bars. Can be maintained.

また、第1係着部から下方に垂設状に接続され、L型鉄筋の横棒部に孔貫通状に係着して該横棒部を支持する第3係着部を含む構成とすることにより、第3係着部を介してL型鉄筋の横棒部を吊り上げ状に支持して該L型鉄筋の下方へのずれを確実に防止できるとともに、横棒部の側方へのずれやぶれを防止でき、直棒鉄筋とL型鉄筋との所定の直交状態をより確実なものとし、直交保持機能の確実性をより向上できる。   In addition, it is configured to include a third engaging portion that is connected downwardly from the first engaging portion and is engaged with the horizontal bar portion of the L-type reinforcing bar in a hole penetrating manner to support the horizontal bar portion. Accordingly, the horizontal bar portion of the L-type reinforcing bar can be supported in a lifted manner via the third engaging portion, and the downward displacement of the L-type reinforcing bar can be surely prevented, and the horizontal bar portion can be displaced laterally. Shaking can be prevented, the predetermined orthogonal state between the straight bar reinforcing bar and the L-type reinforcing bar is made more reliable, and the reliability of the orthogonal holding function can be further improved.

また、第3係着部は、L型鉄筋の横棒部に巻き付き状に係着する1個又は1対の帯状把持片を含む構成とすることにより、構成を複雑化させたりコストアップさせたりすることなく簡単な構成で第3係着部を具体的に実現できる。さらに、第3係着部をL型鉄筋の横棒部に交差方向から装着させることができ、第3係着部の係着操作を簡単に行なえる。また、例えば、L型鉄筋の横棒部に沿わせて他の鉄筋を配置する必要があるときも帯状把持片が比較的邪魔になりにくい。   In addition, the third engaging portion may be configured to include one or a pair of strip-shaped gripping pieces that are wound around the horizontal bar portion of the L-shaped reinforcing bar, thereby complicating the configuration or increasing the cost. The third engaging portion can be specifically realized with a simple configuration without the need to do so. Further, the third engaging portion can be attached to the horizontal bar portion of the L-type reinforcing bar from the crossing direction, and the engaging operation of the third engaging portion can be easily performed. Further, for example, when it is necessary to arrange another reinforcing bar along the horizontal bar portion of the L-shaped reinforcing bar, the strip-shaped gripping piece is relatively difficult to get in the way.

また、第3係着部は、第1係着部の円弧状筒部材を一体的に形成した金属薄板であって、L型鉄筋の横棒部を貫通させる貫通孔と、貫通孔内と外側とを連通する横棒部の径より小幅の切欠き部と、を有する金属薄板からなる構成とすることにより、簡単な構成で第3係着部を具体的に実現できる。また、金属薄板の切欠き部近傍を変形して小幅の切欠き部を開くことで横棒部に交差方向から装着させることができ、第3係着部の係着操作を簡単に行なえる。   The third engaging portion is a thin metal plate integrally formed with the arcuate cylindrical member of the first engaging portion, and includes a through hole that penetrates the horizontal bar portion of the L-type reinforcing bar, and an inside and an outside of the through hole. The third engagement portion can be specifically realized with a simple configuration by using a metal thin plate having a notch portion having a width smaller than the diameter of the horizontal bar portion communicating with the horizontal bar portion. Further, by deforming the vicinity of the notch portion of the thin metal plate and opening the notch portion having a small width, it can be attached to the horizontal bar portion from the crossing direction, and the engaging operation of the third engaging portion can be easily performed.

以下添付図面を参照しつつ本発明の鉄筋連結具の実施形態について説明する。本実施形態に係る鉄筋連結具は、例えば、図20、図21に示すようなブロック塀F等の基礎部100等の鉄筋コンクリート構造物等に用いられる鉄筋、特に図22に示すような所定の直交状態で交差される直棒鉄筋104とL型鉄筋106とを連結するのに有効な鉄筋連結具である。図2にも示すように、鉄筋連結具は、水平に設置される直線状の直棒鉄筋104と、L字状に屈曲され鉛直に立ち上がった縦棒部106aと該縦棒部106aの下端から水平に配置される横棒部106bとを含むL型鉄筋106と、をL型鉄筋106のL字隅部位置106cに直棒鉄筋104を配しつつL型鉄筋の縦棒部106aと横棒部106bとのいずれもが直棒鉄筋104に対して直交する状態で連結する鉄筋連結具である。すなわち、直角L字状に屈曲されたL型鉄筋106のL字隅部位置106c内側に、直棒鉄筋104がL型鉄筋の縦棒部106a及び横棒部106bに対して直交して配置され、直棒鉄筋104がL型鉄筋の縦棒部106aと横棒部106bとが略3次元直交状となる直交状態(垂直交差状態)で、それらの直棒鉄筋104とL型鉄筋106とを該直交状態を保持しながら連結する直交保持手段付きの鉄筋連結具である。なお、本実施形態では、直棒鉄筋104及びL型鉄筋106は、図2、図5に示すように、例えば、断面円形の鉄製棒材でありそれぞれ長手方向に所定間隔で突出した節(リブ)110が設けられる異形鉄筋からなる。図20、図21、図22等の一部の図面では節を省略して各鉄筋を示している。   Embodiments of a reinforcing bar connector according to the present invention will be described below with reference to the accompanying drawings. The reinforcing bar connector according to the present embodiment is, for example, a reinforcing bar used for a reinforced concrete structure such as a base portion 100 such as a block fence F as shown in FIGS. 20 and 21, particularly a predetermined orthogonal as shown in FIG. 22. This is a reinforcing bar connecting tool effective for connecting the straight bar reinforcing bar 104 and the L-shaped reinforcing bar 106 which are crossed in a state. As shown also in FIG. 2, the reinforcing bar coupler is composed of a straight straight bar reinforcing bar 104 installed horizontally, a vertical bar portion 106 a bent in an L shape and rising vertically, and a lower end of the vertical bar portion 106 a. An L-shaped rebar 106 including a horizontal bar portion 106b arranged horizontally, and a vertical bar portion 106a and a horizontal bar of the L-type rebar while arranging the straight bar rebar 104 at the L-shaped corner position 106c of the L-type rebar 106 Each of the portions 106 b is a reinforcing bar coupler that is connected in a state of being orthogonal to the straight bar reinforcing bar 104. That is, the straight bar reinforcing bar 104 is disposed orthogonally to the vertical bar portion 106a and the horizontal bar portion 106b of the L-shaped reinforcing bar inside the L-shaped corner portion 106c of the L-shaped reinforcing bar 106 bent into a right-angled L-shape. In the orthogonal state (vertical crossing state) where the vertical bar portion 106a and the horizontal bar portion 106b of the L-type reinforcing bar are substantially three-dimensionally orthogonal, the straight bar reinforcing bar 104 and the L-type reinforcing bar 106 are connected to each other. It is a reinforcing bar connector with orthogonal holding means for connecting while maintaining the orthogonal state. In this embodiment, as shown in FIGS. 2 and 5, the straight bar reinforcing bar 104 and the L-type reinforcing bar 106 are, for example, iron bars having a circular cross section, and are nodes (ribs) protruding at predetermined intervals in the longitudinal direction. ) 110 is formed of a deformed reinforcing bar. In some drawings such as FIG. 20, FIG. 21, FIG. 22 and the like, each reinforcing bar is shown without a node.

図1ないし図7は、本発明の鉄筋連結具の第1の実施形態を示している。図1、図2に示すように、この実施形態では、鉄筋連結具10は、直棒鉄筋104に係着する第1係着部12と、L型鉄筋106に係着する第2係着部14と、を備えている。   1 to 7 show a first embodiment of a reinforcing bar connector according to the present invention. As shown in FIGS. 1 and 2, in this embodiment, the reinforcing bar connector 10 includes a first engaging portion 12 that engages with the straight bar reinforcing rod 104 and a second engaging portion that engages with the L-shaped reinforcing bar 106. 14.

図1、図2に示すように、第1係着部12は、例えば直棒鉄筋104のL型鉄筋106との交差位置周辺に係着する直棒鉄筋係着手段である。本実施形態では、第1係着部12は、例えば直棒鉄筋104を把持して固定状に係着する第1把持手段を有する。図3、図4、図5にも示すように、第1係着部12は、例えば、薄肉厚の鉄板を曲成して形成されており、第1円弧状筒部材16と、第1円弧状筒部材16に一体的に設けられる第1保持部18と、を含む。   As shown in FIGS. 1 and 2, the first engaging portion 12 is a straight bar reinforcing means for engaging the vicinity of the intersection position of the straight reinforcing bar 104 with the L-type reinforcing bar 106, for example. In this embodiment, the 1st latching | locking part 12 has a 1st holding means to hold | grip the straight bar reinforcement 104, for example, and to fix it in a fixed form. As shown in FIGS. 3, 4, and 5, the first engaging portion 12 is formed by bending a thin steel plate, for example, and includes a first arcuate cylindrical member 16 and a first circle. And a first holding part 18 provided integrally with the arcuate tube member 16.

第1円弧状筒部材16は、直棒鉄筋104の長手方向に沿ってあてがわれる係着部材であり、例えば、直棒鉄筋の外径と略同じ程度の内径となる断面略半円形状で横長に設けられている。図6にも示すように、第1円弧状筒部材16の円弧内側は裏面側が開口20しており、円弧状筒部材16内側空間と外部とが連通している。   The first arcuate cylindrical member 16 is an engaging member applied along the longitudinal direction of the straight bar reinforcing bar 104, and has, for example, a substantially semicircular cross section having an inner diameter substantially equal to the outer diameter of the straight bar reinforcing bar. It is provided horizontally. As shown also in FIG. 6, the back side of the arcuate inner side of the first arcuate cylindrical member 16 has an opening 20, and the arcuate cylindrical member 16 inner space communicates with the outside.

第1保持部18は、第1円弧状筒部材16を直棒鉄筋104にあてがった状態を保持する部位であり、該円弧状筒部材の該鉄筋104への取り付け手段ともいえる。第1保持部18は、直棒鉄筋104に直交するL型鉄筋106の邪魔にならないように後述の第2係着部14の接続位置を避けた位置、本実施形態では、第1円弧状筒部材16の左右両端部側に設けられている。第1保持部18は、例えば、略C字状に形成され直棒鉄筋104に嵌着状に係合するクリップ片部22を含む。クリップ片部22は、そのC字形状の中間部を円弧状筒部材16の一部と共通させた構造により該第1円弧状筒部材16に一体的に設けられており、クリップ片部22により直棒鉄筋を締め付け状に把持して係着する。さらにクリップ片部22のC字開口部側の端部には外側に向けて次第に開口を広げるように略ハ字状に延長された耳片24が形成されている。図7に示すように、クリップ片部22は、例えば、C字開口部22aを拡大縮小するように変形できる。よって、例えば、耳片24を介してC字開口側から直棒鉄筋にあてがって第1円弧状筒部材16全体を押し込み状に操作させるだけで、C字開口側からC字内側に直棒鉄筋104を挿入させて嵌着させることができる。これにより、取り付け操作が簡単に行なえる。なお、必要に応じて耳片24を指で摘んでクリップ片部22を直棒鉄筋に締め付けてより強固に嵌着させうる。なお、第1円弧状筒部材16及びクリップ片部22を含めて全体的に薄肉厚の鉄板からなるので直棒鉄筋104の径の大きさが多少異なる場合にもその径に対応して容易に変形し取り付けることができる。   The 1st holding | maintenance part 18 is a site | part which hold | maintains the state which applied the 1st circular arc-shaped cylinder member 16 to the straight bar reinforcing bar 104, and can also be said to be a means for attaching the circular arc-shaped cylindrical member to the reinforcing bar 104. The first holding portion 18 is located at a position avoiding a connection position of a second engaging portion 14 described later so as not to obstruct the L-type reinforcing bar 106 orthogonal to the straight bar reinforcing rod 104, in the present embodiment, the first arcuate cylindrical tube. It is provided on the left and right ends of the member 16. The first holding portion 18 includes, for example, a clip piece portion 22 that is formed in a substantially C shape and engages with the straight bar reinforcing bar 104 in a fitting manner. The clip piece portion 22 is provided integrally with the first arcuate cylindrical member 16 by a structure in which the C-shaped intermediate portion is shared with a part of the arcuate cylindrical member 16. Grab and fix the straight bar reinforcing bar. Further, an ear piece 24 extended in a substantially C shape is formed at the end of the clip piece 22 on the C-shaped opening side so as to gradually widen the opening toward the outside. As shown in FIG. 7, the clip piece 22 can be deformed so as to enlarge or reduce the C-shaped opening 22a, for example. Therefore, for example, the straight bar reinforcing bar is moved from the C-shaped opening side to the C-shaped inner side only by operating the entire first arcuate cylindrical member 16 by pushing the entire first arc-shaped cylindrical member 16 through the ear piece 24 from the C-shaped opening side. 104 can be inserted and fitted. Thereby, attachment operation can be performed easily. If necessary, the ear piece 24 can be pinched with a finger and the clip piece portion 22 can be tightened to a straight bar reinforcing bar so as to be fitted more firmly. Since the first arc-shaped cylindrical member 16 and the clip piece portion 22 are made of a thin steel plate as a whole, even when the diameter of the straight bar rebar 104 is slightly different, it can be easily accommodated to the diameter. Can be transformed and attached.

第2係着部14は、図1、図2に示すように、第1係着部12に接続されつつL型鉄筋の縦棒部106aに係着するL型鉄筋縦棒部係着手段であり、第1係着部12と協働して(すなわち第1係着部を直棒鉄筋に係着させた状態で)直棒鉄筋とL型鉄筋とを連結し、かつその連結状態ではL型鉄筋の縦棒部の倒れ込みを防止しつつ直棒鉄筋とL型鉄筋との所定の直交状態を保持する直交保持手段25を実現する。第2係着部14のL型鉄筋の縦棒部への係着位置は、L型鉄筋のL字隅部位置104cすなわち直棒鉄筋104の配置位置よりも上方にある程度離隔した部分に係着するように構成されており、該縦棒部を良好に支持しうる。本実施形態では、第2係着部14は、例えばL型鉄筋の縦棒部106aを把持して固定状に係着する第2把持手段を有する。図3、図4、図5にも示すように、第2係着部14は、例えば、第1係着部と略同じように厚さ0.5mm程度の薄肉厚の鉄板を曲成して形成されており、第2円弧状筒部材26と、該第2円弧状筒部材26に一体的に設けられる第2第2保持部28と、を含む。   As shown in FIGS. 1 and 2, the second engaging portion 14 is an L-type reinforcing bar vertical portion engaging means which is connected to the first engaging portion 12 and is engaged with the vertical rod portion 106 a of the L-type reinforcing bar. Yes, in cooperation with the first engaging portion 12 (that is, in a state where the first engaging portion is engaged with the straight bar rebar), the straight bar rebar and the L-type rebar are connected, and in the connected state, L The orthogonal holding means 25 that holds the predetermined orthogonal state between the straight bar reinforcing bar and the L-type reinforcing bar is realized while preventing the vertical bar portion of the type reinforcing bar from falling down. The engaging position of the second engaging portion 14 to the vertical bar portion of the L-type reinforcing bar is fixed to the L-shaped corner portion 104c of the L-type reinforcing bar, that is, a portion separated to some extent above the position where the straight reinforcing bar 104 is disposed. The vertical bar portion can be favorably supported. In this embodiment, the 2nd engaging part 14 has the 2nd holding | grip means which hold | grips the vertical bar part 106a of an L-type reinforcing bar, for example, and engages it fixedly. As shown in FIGS. 3, 4, and 5, the second engaging portion 14 is formed by bending a thin steel plate having a thickness of about 0.5 mm, for example, in substantially the same manner as the first engaging portion. It is formed, and includes a second arcuate cylindrical member 26 and a second second holding portion 28 provided integrally with the second arcuate cylindrical member 26.

第2円弧状筒部材26は、L型鉄筋の縦棒部106aの長手方向に沿ってあてがわれる係着部材であり、例えば、該縦棒部106aの外径と略同じ程度の内径となる断面半円形状で縦長に設けられている。図6にも示すように、第2円弧状筒部材26の円弧内側は裏面側が開口30しており、円弧状筒部材26内側空間と外部とが連通している。第2円弧状筒部材26は、鉛直方向に立てられた状態でその下端部側に接続部31が一体的に設けられており、該接続部31を介して第1円弧状筒部材16の左右中間位置の上部側に接続されている。すなわち、図3に示すように、第2円弧状筒部材26と第1円弧状筒部材16とは正面視で略逆T字状に構成され、第2円弧状筒部材26は第1円弧状筒部材16に対して垂直な状態で強固に保持された構造となっている。第2円弧状筒部材26の開口30の向きは第1円弧状筒部材16の開口20と同じ向きに設定されている。さらに、図4に示すように、上記のような所定の直交状態で配置される直棒鉄筋104とL型鉄筋の縦棒部106aとの位置関係に対応して、側面視で第2円弧状筒部材26の位置は第1円弧状筒部材16に対して開口20側の開放方向にずれた位置で設定されている。   The second arcuate cylindrical member 26 is an engaging member applied along the longitudinal direction of the vertical bar portion 106a of the L-type reinforcing bar, and has an inner diameter that is substantially the same as the outer diameter of the vertical bar portion 106a, for example. It has a semicircular cross section and is vertically long. As shown in FIG. 6, the inner surface of the arc of the second arcuate cylindrical member 26 has an opening 30 on the back side, and the inner space of the arcuate cylindrical member 26 communicates with the outside. The second arcuate cylindrical member 26 is provided with a connecting portion 31 integrally on its lower end side in a state where it is erected in the vertical direction, and the left and right sides of the first arcuate cylindrical member 16 are connected via the connecting portion 31. It is connected to the upper side of the middle position. That is, as shown in FIG. 3, the second arcuate cylinder member 26 and the first arcuate cylinder member 16 are configured in a substantially inverted T shape in front view, and the second arcuate cylinder member 26 is a first arcuate shape. The structure is firmly held in a state perpendicular to the cylindrical member 16. The direction of the opening 30 of the second arcuate cylindrical member 26 is set to the same direction as the opening 20 of the first arcuate cylindrical member 16. Further, as shown in FIG. 4, the second circular arc shape in a side view corresponding to the positional relationship between the straight bar 104 arranged in the predetermined orthogonal state as described above and the vertical bar portion 106 a of the L-type reinforcing bar. The position of the cylindrical member 26 is set at a position shifted from the first arcuate cylindrical member 16 in the opening direction on the opening 20 side.

第2保持部28は、第2円弧状筒部材26をL型鉄筋の縦棒部106aにあてがった状態を保持する部位であり、該円弧状筒部材の取り付け手段ともいえる。第2保持部28は、例えば、第2円弧状筒部材26の上端部と長手方向中間位置とにそれぞれ縦に離隔して設けられ、縦棒部106aの離隔2箇所位置を把持している。第2保持部28は、上記第1保持部18と略同じ構成であり、例えば略C字状に形成されL型鉄筋の縦棒部106aに嵌着状に係合するクリップ片部32を含む。クリップ片部32はそのC字形状の中間部を円弧状筒部材26の一部と共通させた構造により該第2円弧状筒部材26に一体的に設けられ、クリップ片部32によりL型鉄筋の縦棒部106aを締め付け状に把持して係着する。さらにクリップ片部32のC字開口部側の端部には外側に向けて次第に開口を広げるように略ハ字状に延長された耳片34が形成されている。図7に示すように、クリップ片部32は、例えば、C字開口部34aを拡大縮小するように弾発状に変形できる。よって、例えば、耳片24を介してC字開口側から縦棒部106aにあてがって第2円弧状筒部材26全体を押し込み状に操作させるだけで、C字開口側からC字内側に縦棒部106aを挿入させて嵌着させることができる。これにより、第2係着部の取り付け操作を簡単に行なえるとともに、第1係着部12を直棒鉄筋に係着させた状態でもL型鉄筋への取り付け操作を円滑かつ確実に行える。なお、必要に応じて耳片34を指で摘んでクリップ片部32を縦棒部に締め付けてより強固に嵌着させうる。なお、第2円弧状筒部材26及びクリップ片部32を含めて全体的に薄肉厚の鉄板からなるので縦棒部106bの径の大きさが多少異なる場合にもその径に対応して容易に変形し取り付けることができる。   The 2nd holding | maintenance part 28 is a site | part which hold | maintains the state which applied the 2nd circular arc-shaped cylinder member 26 to the vertical bar part 106a of an L-type reinforcing bar, and can also be said to be an attachment means of this circular arc-shaped cylinder member. The second holding portion 28 is provided, for example, vertically separated at the upper end portion of the second arcuate cylindrical member 26 and the intermediate position in the longitudinal direction, and holds the two spaced apart positions of the vertical rod portion 106a. The second holding portion 28 has substantially the same configuration as the first holding portion 18 and includes a clip piece portion 32 that is formed in, for example, a substantially C shape and engages with a vertical bar portion 106a of an L-type reinforcing bar. . The clip piece portion 32 is provided integrally with the second arcuate cylindrical member 26 by a structure in which the C-shaped intermediate portion is shared with a part of the arcuate cylindrical member 26, and the clip piece portion 32 provides an L-shaped reinforcing bar. The vertical bar portion 106a is clamped and engaged. Further, an end piece 34 extending in a substantially C shape is formed at the end of the clip piece 32 on the C-shaped opening side so as to gradually widen the opening toward the outside. As shown in FIG. 7, the clip piece 32 can be deformed in a bullet shape so as to enlarge or reduce the C-shaped opening 34a, for example. Therefore, for example, the vertical bar is formed from the C-shaped opening side to the C-shaped inner side only by pushing the entire second arcuate cylindrical member 26 into the vertical bar portion 106a from the C-shaped opening side via the ear piece 24. The portion 106a can be inserted and fitted. Thereby, the attaching operation of the second engaging portion can be easily performed, and the attaching operation to the L-type reinforcing bar can be performed smoothly and reliably even in a state where the first engaging portion 12 is attached to the straight bar reinforcing bar. If necessary, the ear piece 34 may be picked with a finger and the clip piece portion 32 may be fastened to the vertical bar portion so as to be fitted more firmly. In addition, since the second arc-shaped cylindrical member 26 and the clip piece portion 32 are made of a thin steel plate as a whole, even when the diameter of the vertical bar portion 106b is slightly different, it can be easily accommodated to the diameter. Can be transformed and attached.

本実施形態では、接続部31を含め第1係着部12と第2係着部14とは(すなわち第1円弧状筒部材16と第1保持部18と第2円弧状筒部材18と第2保持部28と接続部31とは)、例えば、一枚の薄肉厚の鉄板を所定形状に切断又は打ち抜きした後、図に示す形状に曲成加工して一体的に形成されている。よって、第1係着部12と第2係着具とを一体的で強固な構造を実現でき、直棒鉄筋とL型鉄筋との連結状態での所定の直交状態の保持構成を具現できるとともに、鉄筋連結具10を低コストで製造できる。なお、鉄筋連結具は、例えば型に溶融金属を流して成型してもよい。   In the present embodiment, the first engaging portion 12 and the second engaging portion 14 including the connecting portion 31 (that is, the first arcuate cylindrical member 16, the first holding portion 18, the second arcuate cylindrical member 18, 2 holding part 28 and connecting part 31), for example, a single thin steel plate is cut or punched into a predetermined shape, and then bent into the shape shown in the figure and formed integrally. Therefore, the first engaging portion 12 and the second engaging device can be integrated and strong, and a predetermined orthogonal state holding structure can be realized when the straight bar reinforcing bar and the L-type reinforcing bar are connected. The reinforcing bar connector 10 can be manufactured at low cost. Note that the reinforcing bar coupler may be molded by pouring molten metal into a mold, for example.

図5、図6に示すように、第1円弧状筒部材16及び第2円弧状筒部材26の各鉄筋104、106に当接する円弧内面側には、直棒鉄筋及びL型鉄筋の節110と噛み合い状に係合する凹凸部36が形成されている。凹凸部36は、所定間隔で凹凸を繰り返して形成されており、該円弧状筒部材の異形鉄筋の長手方向へのずれ移動を規制する位置ずれ防止機能を具現する。これにより、凹凸部36は第1、第2保持部18、28と協働して例えば、L型鉄筋がその重さで下方に移動することによりL型鉄筋の縦方向位置がずれたり、L型鉄筋が直棒鉄筋の長手方向に沿って移動して所定の配筋位置からずれたりしにくくなり、所定の直交状態での配筋位置を良好に保持できる。本実施形態では、凹凸部36は、例えば、第1、第2円弧状筒部材16、26の円弧内面側に鉄筋104、106aの節110を嵌合状に受け入れる複数の円弧状の凹溝38からなる。凹溝38の形成は、例えば、薄肉厚の鉄板からなる円弧状筒部材16、26の一部を鉄筋の節110の形状に対応して凹み形成させており、該円弧状筒部材16、26の外側には凹溝38の形成に対応した凸状変形部40が形成されている。なお、図上では、凹溝38は、鉄筋の節の間隔に対応した間隔で数個も受けられた構成であるが、これに限らず、例えば、多数の凹溝38を形成してもよい。また、例えば、比較的近接した位置に複数の凹凸部を形成しておくと、鉄筋の節110の位置を微調整することができる。また、凹凸部は凹溝とは逆に円弧状筒部材16、26の円弧内側に鉄筋の節110に噛み合い状に係止するように凸部を1個又は複数個突設した構造でもよい。なお、凹凸部は必ずしも設けなくてもよい。第1、第2係着部及び第1、第2保持部による各鉄筋への係着でずれ止めを行わせる構造としてもよい。   As shown in FIGS. 5 and 6, on the inner surface side of the arc that contacts the reinforcing bars 104 and 106 of the first arcuate cylindrical member 16 and the second arcuate cylindrical member 26, a straight bar reinforcing bar and an L-shaped reinforcing bar node 110 are provided. And a concavo-convex portion 36 that engages with each other. The concavo-convex portion 36 is formed by repeatedly concavo-convex at a predetermined interval, and realizes a position shift prevention function that restricts the shift movement of the deformed reinforcing bar of the arcuate cylindrical member in the longitudinal direction. Thereby, the uneven | corrugated | grooved part 36 cooperates with the 1st, 2nd holding | maintenance parts 18 and 28, for example, when a L-type rebar moves below with the weight, a vertical position of a L-type rebar shifts, or L It is difficult for the type reinforcing bars to move along the longitudinal direction of the straight bar reinforcing bars and shift from the predetermined reinforcing bar position, and the reinforcing bar position in the predetermined orthogonal state can be favorably maintained. In the present embodiment, the concavo-convex portion 36 is, for example, a plurality of arc-shaped concave grooves 38 that receive the nodes 110 of the reinforcing bars 104, 106a in a fitting manner on the arc inner surfaces of the first and second arc-shaped cylindrical members 16, 26. Consists of. The concave groove 38 is formed by, for example, forming a part of the arcuate cylindrical members 16 and 26 made of a thin steel plate corresponding to the shape of the node 110 of the reinforcing bar, and the arcuate cylindrical members 16 and 26. A convex deformation portion 40 corresponding to the formation of the concave groove 38 is formed on the outer side of the groove. In the drawing, the concave grooves 38 are configured to receive several pieces at intervals corresponding to the intervals of the reinforcing bar nodes. However, the present invention is not limited to this, and for example, a large number of concave grooves 38 may be formed. . Further, for example, if a plurality of concave and convex portions are formed at relatively close positions, the position of the reinforcing bar node 110 can be finely adjusted. The concave and convex portions may have a structure in which one or a plurality of convex portions are provided so as to be engaged with the reinforcing bar nodes 110 inside the circular arcs of the arc-shaped cylindrical members 16 and 26 opposite to the concave grooves. Note that the uneven portion is not necessarily provided. The first and second engaging portions and the first and second holding portions may be engaged with each reinforcing bar to prevent the displacement.

上記のような構造により、鉄筋連結具10は、水平に設置した直棒鉄筋104に第1係着部12を係着させた後、直棒鉄筋104に対してL型鉄筋のL字隅部104cを近接しつつ、縦棒部106a及び横棒部106bを直交させた所定の直交状態で第2係着部14に係着させて鉄筋104、106どうしを連結する(図2参照)。この連結状態では、第1、第2係着部14によりL型鉄筋の縦棒部106aの倒れ込みを防止して所定の直交状態を保持できるので、例えば配筋後のコンクリート打設作業等を円滑に行える。また、従来の鉄線の結束に比較して極めて簡単に連結作業を行うことができ、例えば、1人の作業者だけでもスムーズに連結することができる。なお基本的には、鉄筋連結具10により直棒鉄筋とL型鉄筋との直交状態を保持して連結されるが、必要に応じて(例えば、L型鉄筋の縦棒部が長い場合などには)、鉄筋連結具10に併用して補助的に鉄線等を用い、鉄筋連結具10とL型鉄筋又は直棒鉄筋とを鉄線で結束してより強固な連結構造とすることもできる。この際でも、先に鉄筋連結10により鉄筋を連結させておくので、補助的な鉄線結束作業も比較的スムーズに行える。なお、本実施形態に係る鉄筋連結具10を例えば、直線状の鉄筋どうしの十字交差部分を連結するのに利用することもできる。   With the above-described structure, the reinforcing bar connector 10 has the L-shaped corner portion of the L-type reinforcing bar with respect to the straight bar reinforcing bar 104 after the first engaging part 12 is fixed to the horizontal reinforcing bar 104 installed horizontally. The reinforcing bars 104 and 106 are connected to each other by engaging with the second engaging part 14 in a predetermined orthogonal state in which the vertical bar part 106a and the horizontal bar part 106b are orthogonal to each other with the 104c approaching (see FIG. 2). In this connected state, the first and second engaging portions 14 can prevent the vertical bar portion 106a of the L-type reinforcing bar from falling down and can maintain a predetermined orthogonal state. It can be done. In addition, the connecting operation can be performed very easily as compared with the conventional bundling of iron wires. For example, only one operator can connect smoothly. Basically, the rebar connector 10 is connected while maintaining the orthogonal state of the straight bar rebar and the L-type rebar, but if necessary (for example, when the vertical bar portion of the L-type rebar is long, etc.) It is also possible to use a steel wire or the like in combination with the reinforcing bar connector 10, and bind the reinforcing bar connector 10 and the L-type reinforcing bar or the straight bar reinforcing bar with a steel wire to form a stronger connection structure. Even in this case, since the reinforcing bars are previously connected by the reinforcing bar connection 10, the auxiliary iron wire binding work can be performed relatively smoothly. In addition, the reinforcing bar connector 10 according to the present embodiment can be used, for example, to connect the cross-intersection portions of linear reinforcing bars.

なお、第1、第2係着部12、14の構成は上記実施形態のものに限らない。例えば、第1、第2円弧状筒部材16、26は、例えば、比較的軸方向に短いものでもよく、断面円弧形状の弧の長さ等は任意でよい。また、2つ以上の複数個の円弧状筒部材を併設した構成としても良い。また円弧状筒部材に限らず、例えば、コ字形状部材やフレーム構造に鉄筋を把持する保持部等を形成した構成等その他鉄筋の所定の直交状態を保持できる構成であれば任意でよい。また、例えば、上記構成で第1円弧状筒部材16の下方側の一部を凹状に切欠いて、L型鉄筋の横棒部106bが直棒鉄筋104に当接するように構成してもよい。また、保持部18、28は、クリップ片部22、32の構成に限らない。例えば、第1、第2円弧状筒部材16、26を形成する鉄板の一部を弾性変形、又は折り曲げ等による塑性変形させることにより鉄筋に把持状に係合する構成等、その他任意の保持構造でもよい。また、第1係着部12と第2係着部14とをそれぞれ別々に形成した後に連結して製造することとしてもよい。   In addition, the structure of the 1st, 2nd engaging part 12 and 14 is not restricted to the thing of the said embodiment. For example, the first and second arcuate cylindrical members 16 and 26 may be relatively short in the axial direction, for example, and the length of the arc having a cross-sectional arc shape may be arbitrary. Moreover, it is good also as a structure which provided two or more several arc-shaped cylinder members side by side. The configuration is not limited to the arcuate cylindrical member, and may be any configuration as long as a predetermined orthogonal state of the reinforcing bars can be held, such as a U-shaped member or a structure in which a holding portion for gripping the reinforcing bars is formed on the frame structure. Further, for example, a part of the first arcuate cylindrical member 16 on the lower side may be cut out in a concave shape so that the horizontal bar portion 106b of the L-type reinforcing bar comes into contact with the straight bar reinforcing bar 104. Further, the holding portions 18 and 28 are not limited to the configuration of the clip piece portions 22 and 32. For example, any other holding structure, such as a structure in which a part of the iron plate forming the first and second arcuate cylindrical members 16 and 26 is elastically deformed or plastically deformed by bending or the like to engage with the reinforcing bar in a gripping manner. But you can. Alternatively, the first engaging portion 12 and the second engaging portion 14 may be separately formed and then connected and manufactured.

次に、図8、図9、図10を参照しつつ、本発明の鉄筋連結具の第2の実施形態について説明する。第1実施形態と同一部材には同一符号を付し、その詳細な説明は省略する。図8、図9、図10に示すように、第2実施形態に係る鉄筋連結具10Aは、第1の実施形態の構成と略同じ構成であり、第1係着部12と、第2係着部14と、を備えるが、第1、第2保持部18、28の構成が第1実施形態と異なっている。本実施形態では、第1、第2保持部18、28は、例えば、鉄筋104、106の周面に巻き付け状に折り返し湾曲変形して該鉄筋を把持する折り返し片部42、44からなる。折り返し片部42、44は、例えば、第1、第2円弧状筒部材16、26から略J字状に突設された突出板片からなる把持片部であり、第1、第2円弧状筒部材とともに薄肉厚の鉄板で一体的に形成されている。図10に示すように、第1、第2円弧状筒部材16、26を鉄筋104、106に係着した状態で折り返し片部42、44を鉄筋の周面に沿わせて略C字状に折り返し状に湾曲変形することより、鉄筋を把持して円弧状筒部材の取り付け状態を保持する。第1保持部18となる折り返し片部42は、例えば、第1円弧状筒部材16の左右両端の上部側に形成されている。第2保持部28となる折り返し片部44は、例えば、第2円弧状筒部材28の上部側に上下に離隔して形成されており、互い違い状に突設されている。本実施形態でも、第1実施形態同様の作用効果を奏することができ、直棒鉄筋104とL型鉄筋106とを所定の直交状態を保持しながら簡単に連結することができる。   Next, a second embodiment of the reinforcing bar connector according to the present invention will be described with reference to FIGS. The same members as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in FIGS. 8, 9, and 10, the reinforcing bar connector 10 </ b> A according to the second embodiment has substantially the same configuration as that of the first embodiment, and includes a first engaging portion 12 and a second engaging portion. The first and second holding portions 18 and 28 are different from those in the first embodiment. In this embodiment, the 1st, 2nd holding | maintenance parts 18 and 28 consist of the folding | returning piece parts 42 and 44 which carry out the bending | flexion bending deformation | transformation in the winding shape around the surrounding surface of the reinforcing bars 104 and 106, for example, and hold | grip the reinforcing bars. The folded piece portions 42 and 44 are, for example, gripping piece portions each formed of a protruding plate piece protruding in a substantially J shape from the first and second arcuate cylindrical members 16 and 26, and the first and second arcuate shapes. It is integrally formed with a thin steel plate together with the cylindrical member. As shown in FIG. 10, in a state where the first and second arcuate cylindrical members 16 and 26 are engaged with the reinforcing bars 104 and 106, the folded pieces 42 and 44 are formed in a substantially C shape along the peripheral surface of the reinforcing bars. By bending and deforming in a folded shape, the reinforcing bar is gripped and the attached state of the arcuate cylindrical member is maintained. For example, the folded piece portion 42 to be the first holding portion 18 is formed on the upper side of the left and right ends of the first arcuate cylindrical member 16. For example, the folded piece portions 44 that serve as the second holding portions 28 are formed on the upper side of the second arcuate cylindrical member 28 so as to be spaced apart from each other in an up-down direction, and project in a staggered manner. In this embodiment, the same operational effects as those of the first embodiment can be obtained, and the straight bar reinforcing bar 104 and the L-type reinforcing bar 106 can be easily connected while maintaining a predetermined orthogonal state.

次に、図11、図12、図13を参照しつつ、本発明の鉄筋連結具の第3の実施形態について説明する。第1、第2実施形態と同一部材には同一符号を付し、その詳細な説明は省略する。図11、図12、図13に示すように、第3の実施形態に係る鉄筋連結具10Bは、第1の実施形態の構成と略同じ構成であり、第1係着部12と、第2係着部14と、を備えているが、本実施形態ではさらに、L型鉄筋の横棒部106bに係着する第3係着部46を備えている。なお、本実施形態では、第2円弧状筒部材26は、第1実施形態のものより比較的短く形成されており、第2係着部28を構成するクリップ片部32は上端に1つだけ設けられている。   Next, a third embodiment of the reinforcing bar connector according to the present invention will be described with reference to FIGS. 11, 12, and 13. The same members as those in the first and second embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in FIGS. 11, 12, and 13, the reinforcing bar connector 10 </ b> B according to the third embodiment has substantially the same configuration as that of the first embodiment, and includes the first engaging portion 12 and the second engagement portion 12. In this embodiment, a third engaging portion 46 that is engaged with the horizontal bar portion 106b of the L-type reinforcing bar is further provided. In the present embodiment, the second arcuate cylindrical member 26 is formed to be relatively shorter than that of the first embodiment, and the clip piece portion 32 constituting the second engaging portion 28 is only one at the upper end. Is provided.

第3係着部46は、第1係着部12に接続されており、L型鉄筋の横棒部106bを貫通させた状態で該横棒部の周面に係着して該横棒部を支持するL型鉄筋横棒部係着手段であり、横棒部106bに孔貫通状に係着して支持することにより、例えばL型鉄筋の重量等による下方側へのずれ移動や横棒部の縦棒部周りに回転して直棒部材に対するずれ等を防止して、所定の直交状態をより確実に保持しうる。本実施形態では、第3係着部46は、例えば、L型鉄筋の横棒部に把持状に係合する第3把持手段を有する。第3係着部46は、例えば、第1円弧状筒部材16の左右中間位置に下方に垂設状に接続された1対の帯状把持片48を含む。帯状把持片48は、例えば、鉄板片からなり、L型鉄筋の横棒部106bへの係着前は鉄筋の直径と略同じ間隔をあけて互いに平行に設けられている。そして、帯状把持片48は、その対向間隙内に下方側からL型鉄筋の横棒部106bを挿入させた後、下部側を横棒部106bの周面に沿うように略J字状に湾曲形成して該横棒部に巻き付け状に係着させる。帯状把持片48は横棒部106bの側方と下方に当接して該横棒部に孔貫通状に係着し、横棒部を抱き上げ状に支持してL型鉄筋全体を下方から支持するとともに、該横棒部106bの左右方向へのずれを良好に規制できる。これにより、この実施形態でも、第1実施形態同様に、直棒鉄筋104とL型鉄筋106とを所定の直交状態を良好に保持しながら確実に連結できるとともに、該鉄筋どうしの連結作業を簡単かつ短時間で行える。特に、第3係着部46を設けたことにより、直棒鉄筋とL型鉄筋とを所定の直交状態をより確実に保持し、該直交保持機能を向上できる。なお、帯状把持片48は、例えば、比較的長いものを1個第1円弧状筒部材に取り付けた構成としてもよい。また、第3係着部46は、例えば、横棒部を係止するクリップ構造や第1円弧状筒部材16から垂設した平板に横棒部を貫通させる孔を穿孔した構成等その他任意の構成でもよい。   The third engaging portion 46 is connected to the first engaging portion 12 and is engaged with the peripheral surface of the horizontal bar portion in a state where the horizontal bar portion 106b of the L-type reinforcing bar is penetrated. L-type reinforcing bar horizontal bar engaging means that supports the horizontal bar portion 106b in a hole-penetrating manner, for example, downward movement due to the weight of the L-type reinforcing bar or horizontal bar By rotating around the vertical bar part of the part, it is possible to prevent the straight bar member from being displaced and the like so that the predetermined orthogonal state can be more reliably maintained. In the present embodiment, the third engaging portion 46 includes, for example, third gripping means that engages with the horizontal bar portion of the L-type reinforcing bar in a gripping manner. The third engaging portion 46 includes, for example, a pair of band-shaped gripping pieces 48 that are vertically connected to the left and right intermediate positions of the first arcuate cylindrical member 16. The band-shaped gripping piece 48 is made of, for example, an iron plate piece, and is provided in parallel to each other at substantially the same interval as the diameter of the reinforcing bar before the L-type reinforcing bar is attached to the horizontal bar portion 106b. The band-shaped gripping piece 48 is inserted into the facing gap from the lower side, and the L-shaped reinforcing bar 106b is inserted from the lower side, and then the lower side is curved in a substantially J shape so as to follow the peripheral surface of the horizontal bar 106b. Form and wrap around the horizontal bar portion. The strip-shaped gripping piece 48 abuts the side and bottom of the horizontal bar portion 106b and is engaged with the horizontal bar portion so as to penetrate the hole. The horizontal bar portion is lifted up and supported from the lower side. At the same time, the lateral displacement of the horizontal bar portion 106b can be well regulated. As a result, in this embodiment as well as the first embodiment, the straight bar reinforcing bar 104 and the L-type reinforcing bar 106 can be reliably connected while maintaining a predetermined orthogonal state well, and the connecting work between the reinforcing bars can be simplified. And it can be done in a short time. In particular, by providing the third engaging portion 46, it is possible to more reliably hold the straight bar reinforcing bar and the L-type reinforcing bar in a predetermined orthogonal state and improve the orthogonal holding function. In addition, the strip | belt-shaped holding | grip piece 48 is good also as a structure which attached the comparatively long thing to the 1st circular arc-shaped cylinder member, for example. In addition, the third engaging portion 46 is, for example, a clip structure for locking the horizontal bar portion or a structure in which a hole penetrating the horizontal bar portion is drilled in a flat plate suspended from the first arcuate cylindrical member 16. It may be configured.

次に、図14、図15、図16、図17を参照しつつ、本発明の鉄筋連結具の第4の実施形態について説明する。第1、第2、第3実施形態と同一部材には同一符号を付し、その詳細な説明は省略する。図14、図15、図16に示すように、第4の実施形態に係る鉄筋連結具10Cは、第3の実施形態の構成と略同じ構成であり、第1係着部12と、第2係着部14と、第3係着部46と、を備えているが、本実施形態では第1係着部12及び第3係着部46の構成が異なっている。   Next, a fourth embodiment of the reinforcing bar coupler of the present invention will be described with reference to FIGS. 14, 15, 16, and 17. FIG. The same members as those in the first, second, and third embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in FIGS. 14, 15, and 16, the reinforcing bar connector 10 </ b> C according to the fourth embodiment has substantially the same configuration as that of the third embodiment, and includes the first engaging portion 12 and the second engagement portion 12. Although the engaging part 14 and the 3rd engaging part 46 are provided, the structure of the 1st engaging part 12 and the 3rd engaging part 46 differs in this embodiment.

本実施形態では、第1円弧状筒部材16と第3係着部46とは、例えば薄肉厚の鉄板51で一体的に形成されている。第1円弧状筒部材16は、例えば上記実施形態のものより断面円弧長さが短く略1/4円弧状に形成されており、直棒鉄筋104の略上部側に長手方向に沿って係合する。なお第1保持部18は、例えば、折り返し片部42を含むが、第1実施形態のようにクリップ片22で構成してもよい。第3係着部46は、例えば、第1円弧状筒部材16の前面側から略真下に垂設され正面視略台形状に形成された垂下平板部50からなる。そして、垂下平板部50には、L型鉄筋の横棒部106bを貫通させる貫通孔52と、貫通孔52内と外側とを連通する切欠き部54と、を有している。貫通孔52は、L型鉄筋106の径と略同じか若干大きい程度に設定されているとともに、切欠き部54は横棒部106bの径より小幅に設定されており、貫通孔52に挿通したL型鉄筋の横棒部106bが切欠き部54から離脱することなく確実に保持される。図17に示すように、垂下平板部50に横棒部106bを係着させる際には、例えば、垂下平板部50の切欠き部54左右両側の縁部分50a、50bを前後互い違いに湾曲変形し、切欠き部54の開口幅を横棒部106bの径より大きく広げる。そして、広げた切欠き部54を介して貫通孔位置にL型鉄筋の横棒部を挿入した後に、垂下平板部の両側縁部分50a、50bを元に戻して、該貫通孔52に横棒部を孔貫通させた状態で垂下平板部に係着される。これにより、この実施形態でも、第3実施形態同様に、直棒鉄筋104とL型鉄筋106とを所定の直交状態を良好に保持しながら確実に連結できるとともに、該鉄筋どうしの連結作業を簡単かつ短時間で行え、第3係着部46により直棒鉄筋とL型鉄筋との所定の直交状態をより確実に保持できる。なお、垂下平板部の形状は、例えば、矩形状や円弧板状等その他任意形状でもよい。   In the present embodiment, the first arcuate cylindrical member 16 and the third engaging portion 46 are integrally formed of, for example, a thin-walled iron plate 51. For example, the first arcuate cylindrical member 16 is formed in a substantially arc shape whose section arc length is shorter than that of the above-described embodiment, and is engaged with the substantially upper part of the straight bar 104 along the longitudinal direction. To do. The first holding portion 18 includes, for example, the folded piece portion 42, but may be constituted by the clip piece 22 as in the first embodiment. The third engaging portion 46 includes, for example, a hanging flat plate portion 50 that is suspended substantially directly from the front surface side of the first arcuate cylindrical member 16 and has a substantially trapezoidal shape when viewed from the front. The hanging flat plate portion 50 has a through hole 52 that penetrates the horizontal bar portion 106b of the L-type reinforcing bar and a notch portion 54 that communicates the inside and the outside of the through hole 52. The through hole 52 is set to be approximately the same as or slightly larger than the diameter of the L-shaped reinforcing bar 106, and the notch portion 54 is set to be smaller than the diameter of the horizontal bar portion 106 b and is inserted into the through hole 52. The horizontal bar portion 106b of the L-type reinforcing bar is securely held without detaching from the notch portion 54. As shown in FIG. 17, when the horizontal bar portion 106b is engaged with the hanging flat plate portion 50, for example, the left and right edge portions 50a and 50b of the hanging flat plate portion 50 are bent and deformed alternately in the front and rear direction. The opening width of the notch 54 is made larger than the diameter of the horizontal bar 106b. Then, after inserting the horizontal bar portion of the L-type reinforcing bar into the through hole position through the widened notch portion 54, the both side edge portions 50a, 50b of the hanging flat plate portion are returned to the original position, and the horizontal bar is inserted into the through hole 52. It is attached to the hanging flat plate portion with the portion penetrating the hole. As a result, in this embodiment as well as the third embodiment, the straight bar reinforcing bar 104 and the L-type reinforcing bar 106 can be reliably connected while maintaining a predetermined orthogonal state well, and the connecting work of the reinforcing bars can be simplified. In addition, it can be performed in a short time, and the third engaging portion 46 can more reliably maintain a predetermined orthogonal state between the straight bar reinforcing bar and the L-type reinforcing bar. The shape of the hanging flat plate portion may be any other shape such as a rectangular shape or a circular arc plate shape, for example.

次に、図18を参照しつつ、本発明の鉄筋連結具の第5の実施形態について説明する。第1〜第4実施形態と同一部材には同一符号を付し、その詳細な説明は省略する。第5の実施形態に係る鉄筋連結具10Dは、第4実施形態と略同じ構成とした第4実施形態の変形例であり、例えば、垂下平板部50に貫通孔52に隣接して第2貫通孔56が設けられている。例えば、ブロック塀等の基礎部をT形で形成する場合等、L型鉄筋の横棒部106bの長手方向に沿って他の鉄筋112を配置する必要がある際に、該他の鉄筋112を第2貫通孔56に挿通させることができる。従って、第3係着部46が他の鉄筋112の配置に邪魔になることがなく、他の鉄筋112の配置を実現できる。なお、この際、垂下平板部50に比較的大きな荷重がかかる場合には例えば補助的に鉄線等で結束することとしてもよい。   Next, a fifth embodiment of the reinforcing bar connector of the present invention will be described with reference to FIG. The same members as those in the first to fourth embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. The reinforcing bar connector 10D according to the fifth embodiment is a modification of the fourth embodiment having substantially the same configuration as that of the fourth embodiment. For example, the second through-hole is adjacent to the through hole 52 in the hanging flat plate portion 50. A hole 56 is provided. For example, when it is necessary to arrange another reinforcing bar 112 along the longitudinal direction of the horizontal bar portion 106b of the L-type reinforcing bar, such as when a base part such as a block cage is formed in a T shape, the other reinforcing bar 112 is The second through hole 56 can be inserted. Accordingly, the third engaging portion 46 does not interfere with the arrangement of the other reinforcing bars 112, and the arrangement of the other reinforcing bars 112 can be realized. At this time, when a relatively large load is applied to the hanging flat plate portion 50, for example, it may be bound with an iron wire or the like.

次に、図19を参照しつつ、本発明の鉄筋連結具の第6の実施形態について説明する。第1〜第5実施形態と同一部材には同一符号を付し、その詳細な説明は省略する。図19示すように、第6の実施形態に係る鉄筋連結具10Eは、第2の実施形態の構成と略同じ構成であり、第1係着部12と、第2係着部14と、を備えているが、本実施形態では凹凸部36(凹溝38及び凸状変形部40)を備えていない点が異なっている。第1保持部18は、折り曲げ変形して直棒鉄筋104に係着する折り曲げ片部58を含み、第1円弧状筒部材16の左右両端の円弧下部側に一体的に接続されている。第2保持部28は、折り曲げ変形してL型鉄筋106に係着する折り曲げ片部60を含み、第2円弧状部材26の上端側に一体的に設けられている。第1、第2円弧状筒部材16、26を鉄筋104、106に係着した状態で折り返し片部58、60を湾曲変形することより、鉄筋を把持して円弧状筒部材の取り付け状態を保持する。本実施形態でも、上記実施形態同様の作用効果を奏する。さらに凹凸部38を設けない構成であるので、上記実施形態のものに比較して構造が簡単で、製造工程も少なく、低コストで製造できる。   Next, a sixth embodiment of the reinforcing bar coupler of the present invention will be described with reference to FIG. The same members as those in the first to fifth embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in FIG. 19, the reinforcing bar connector 10E according to the sixth embodiment has substantially the same configuration as that of the second embodiment, and includes a first engaging portion 12 and a second engaging portion 14. However, the present embodiment is different in that the concave and convex portion 36 (the concave groove 38 and the convex deformed portion 40) is not provided. The first holding portion 18 includes a bent piece portion 58 that is bent and deformed and is engaged with the straight bar reinforcing rod 104, and is integrally connected to the lower arc sides of the left and right ends of the first arcuate cylindrical member 16. The second holding portion 28 includes a bent piece portion 60 that is bent and deformed to be engaged with the L-shaped reinforcing bar 106, and is integrally provided on the upper end side of the second arcuate member 26. The bent pieces 58 and 60 are bent and deformed in a state where the first and second arcuate cylindrical members 16 and 26 are engaged with the reinforcing bars 104 and 106, thereby holding the reinforcing bar and holding the attached state of the arcuate cylindrical member. To do. Also in this embodiment, there exists an effect similar to the said embodiment. Furthermore, since it is the structure which does not provide the uneven | corrugated | grooved part 38, compared with the thing of the said embodiment, a structure is simple, there are few manufacturing processes, and it can manufacture at low cost.

以上説明した本発明の鉄筋連結具は、上記した実施形態のみの構成に限定されるものではなく、特許請求の範囲に記載した本発明の本質を逸脱しない範囲において、任意の改変を行ってもよい。   The reinforcing bar coupler of the present invention described above is not limited to the configuration of the above-described embodiment alone, and may be modified arbitrarily without departing from the essence of the present invention described in the claims. Good.

本発明の鉄筋連結具は、例えば、土木、建築物等を鉄筋コンクリート構造で構築する際等において直棒鉄筋とL型鉄筋とを直交状態で連結するのに好適に利用できる。   The reinforcing bar connector of the present invention can be suitably used to connect a straight bar reinforcing bar and an L-shaped reinforcing bar in an orthogonal state when, for example, a civil engineering or building is constructed with a reinforced concrete structure.

本発明の鉄筋連結具の第1実施形態の概略斜視図である。It is a schematic perspective view of 1st Embodiment of the reinforcing bar connector of this invention. 図1の鉄筋連結具を鉄筋の所定の位置に取り付けて鉄筋を連結した状態の説明図である。It is explanatory drawing of the state which attached the reinforcing bar connector of FIG. 1 to the predetermined position of a reinforcing bar, and connected the reinforcing bar. 図1の鉄筋連結具の正面図である。It is a front view of the reinforcing bar connector of FIG. 図3の鉄筋連結具の側面図である。It is a side view of the reinforcing bar connector of FIG. 図3のA−A線断面図であり鉄筋を同時に示した説明図である。It is AA sectional view taken on the line of FIG. 3, and is explanatory drawing which showed the reinforcing bar simultaneously. 図4のB−B線断面図である。It is the BB sectional view taken on the line of FIG. 保持部の作用説明図である。It is operation | movement explanatory drawing of a holding | maintenance part. 鉄筋連結具の第2の実施形態の概略斜視説明図である。It is a schematic perspective explanatory drawing of 2nd Embodiment of a reinforcing bar connector. 図8の鉄筋連結具の側面図である。It is a side view of the reinforcing bar connector of FIG. 図17の鉄筋連結具の作用説明図である。It is operation | movement explanatory drawing of the reinforcing bar connector of FIG. 鉄筋連結具の第3の実施形態の概略斜視説明図であり、鉄筋の所定の位置に取り付けて連結した説明図である。It is an outline perspective explanatory view of a 3rd embodiment of a reinforcing bar connector, and is an explanatory view attached and connected to a predetermined position of a reinforcing bar. 図11の鉄筋連結具の正面図である。It is a front view of the reinforcing bar connector of FIG. 図11の鉄筋連結具の側面図である。It is a side view of the reinforcing bar connector of FIG. 鉄筋連結具の第4の実施形態の概略斜視説明図である。It is a schematic perspective explanatory drawing of 4th Embodiment of a reinforcing bar connector. 図14の鉄筋連結具の正面図である。It is a front view of the reinforcing bar connector of FIG. 図14の鉄筋連結具の側面図である。It is a side view of the reinforcing bar connector of FIG. 図14の鉄筋連結具の第3係着部の作用説明図である。It is action | operation explanatory drawing of the 3rd engaging part of the reinforcing bar connector of FIG. 鉄筋連結具の第5の実施形態の概略斜視説明図である。It is a schematic perspective explanatory drawing of 5th Embodiment of a reinforcing bar connector. 鉄筋連結具の第6の実施形態の概略斜視説明図である。It is a schematic perspective view of a sixth embodiment of the reinforcing bar connector. ブロック塀の基礎部側の断面説明図である。It is sectional explanatory drawing by the side of the base part of a block rod. ブロック塀の基礎部側の断面斜視説明図である。It is a cross-sectional perspective explanatory view of the base side of the block rod. 直棒鉄筋とL型鉄筋との所定の直交状態での配筋の説明図であり要部を拡大した図である。It is explanatory drawing of the bar arrangement in the predetermined orthogonal state of a straight bar reinforcing bar and an L-type reinforcing bar, and is the figure which expanded the principal part.

符号の説明Explanation of symbols

10、10A、10B、10C、10D 鉄筋連結具
12 第1係着部
14 第2係着部
16 第1円弧状筒部材
18 第1保持部
22 クリップ片部
26 第1円弧状筒部材
28 第2保持部
32 クリップ片部
36 凹凸部
46 第3係着部
104 直棒鉄筋
106 L型鉄筋
110 節
10, 10A, 10B, 10C, 10D Reinforcing bar connector 12 First engaging portion 14 Second engaging portion 16 First arc-shaped cylindrical member 18 First holding portion 22 Clip piece portion 26 First arc-shaped cylindrical member 28 Second Holding part 32 Clip piece part 36 Uneven part 46 Third engaging part 104 Straight bar reinforcing bar 106 L-type reinforcing bar 110

Claims (8)

水平に設置される直線状の直棒鉄筋と、L字状に屈曲され鉛直に立ち上がった縦棒部と該縦棒部の下端から水平に配置される横棒部とを含むL型鉄筋と、をL型鉄筋のL字隅部位置に直棒鉄筋を配しつつL型鉄筋の縦棒部と横棒部とのいずれもが直棒鉄筋に対して直交する状態で連結する鉄筋連結具であり、
直棒鉄筋に係着する第1係着部と、
第1係着部に接続され、L型鉄筋の縦棒部に係着しL型鉄筋の倒れ込みを防止しつつL型鉄筋と直棒鉄筋との直交状態を保持する第2係着部と、を備えたことを特徴とする鉄筋連結具。
An L-shaped reinforcing bar including a straight straight bar that is installed horizontally; a vertical bar that is bent in an L shape and rises vertically; and a horizontal bar that is horizontally disposed from the lower end of the vertical bar; This is a reinforcing bar connector that connects the vertical bar and the horizontal bar of the L-type reinforcing bar in a state where both the vertical bar and the horizontal bar are orthogonal to the L-type reinforcing bar while arranging the vertical reinforcing bar at the L-shaped corner of the L-type reinforcing bar. Yes,
A first engaging portion that is attached to the straight bar,
A second engagement portion connected to the first engagement portion, engaged with the vertical bar portion of the L-type reinforcing bar and holding the L-type reinforcing bar and the straight bar reinforcing member in an orthogonal state while preventing the L-type reinforcing bar from falling down; A reinforcing bar connector characterized by comprising:
第2係着部は、L型鉄筋の縦棒部の長手方向に沿ってあてがわれる円弧状筒部材と、
円弧状筒部材に一体的に設けられてL型鉄筋へのあてがい状態を保持する保持部と、を含む請求項1記載の鉄筋連結具。
The second engaging portion is an arcuate cylindrical member applied along the longitudinal direction of the vertical bar portion of the L-shaped reinforcing bar,
The reinforcing bar connector according to claim 1, further comprising: a holding portion that is provided integrally with the arc-shaped cylindrical member and holds a state of being applied to the L-type reinforcing bar.
第1係着部は、直棒鉄筋の長手方向に沿ってあてがわれる円弧状筒部材と、
円弧状筒部材に一体的に設けられて直棒鉄筋へのあてがい状態を保持する保持部と、を含み、
第1係着部の円弧状筒部材の中間位置に第2係着部の円弧状筒部材の下端部側を接続して正面視逆T字状に構成された請求項2記載の鉄筋連結具。
The first engaging portion is an arcuate cylindrical member applied along the longitudinal direction of the straight bar,
A holding portion that is provided integrally with the arc-shaped cylindrical member and holds a state of application to the straight bar reinforcing bar,
The reinforcing bar connector according to claim 2, wherein the lower end side of the arcuate cylindrical member of the second engaging part is connected to an intermediate position of the arcuate cylindrical member of the first engaging part, and is configured in an inverted T shape when viewed from the front. .
保持部は、略C字状に形成され、かつC字開口部を拡大縮小して各鉄筋に嵌着状に係着するクリップ片部を含む請求項2又は3記載の鉄筋連結具。   The reinforcing bar connector according to claim 2 or 3, wherein the holding part includes a clip piece part that is formed in a substantially C shape and that is engaged with each reinforcing bar by enlarging and reducing the C-shaped opening. 直棒鉄筋及びL型鉄筋は長手方向に所定間隔で節が設けられる異形鉄筋であり、
第1係着部及び/又は第2係着部は、円弧状筒部材の異形鉄筋への当接面側に異形鉄筋の節に噛み合い状に係合して該円弧状筒部材の異形鉄筋の長手方向へのずれ移動を規制する凹凸部が設けられた請求項2ないし4のいずれかに記載の鉄筋連結具。
Straight bars and L-type reinforcing bars are deformed reinforcing bars with nodes provided at predetermined intervals in the longitudinal direction.
The first engaging portion and / or the second engaging portion are engaged with the nodes of the deformed reinforcing bar on the contact surface side of the arc-shaped cylindrical member with the deformed reinforcing bar to engage with the deformed reinforcing bar of the arc-shaped cylindrical member. The reinforcing bar connector according to any one of claims 2 to 4, wherein an uneven portion for restricting displacement movement in the longitudinal direction is provided.
第1係着部から下方に垂設状に接続され、L型鉄筋の横棒部に孔貫通状に係着して該横棒部を支持する第3係着部を含む請求項1ないし5のいずれかに記載の鉄筋連結具。   6. A third engaging portion that is connected downward from the first engaging portion and is engaged with the horizontal bar portion of the L-type reinforcing bar in a hole-penetrating manner to support the horizontal bar portion. A reinforcing bar coupler according to any one of the above. 第3係着部は、L型鉄筋の横棒部に巻き付き状に係着する1個又は1対の帯状把持片を含む請求項6記載の鉄筋連結具。   The reinforcing bar connector according to claim 6, wherein the third engaging part includes one or a pair of band-shaped gripping pieces that are attached to the horizontal bar part of the L-shaped reinforcing bar in a wrapping manner. 第3係着部は、第1係着部の円弧状筒部材を一体的に形成した金属薄板であって、L型鉄筋の横棒部を貫通させる貫通孔と、貫通孔内と外側とを連通する横棒部の径より小幅の切欠き部と、を有する金属薄板からなる請求項6記載の鉄筋連結具。
The third engaging portion is a thin metal plate integrally formed with the arcuate cylindrical member of the first engaging portion, and includes a through hole that penetrates the horizontal bar portion of the L-type reinforcing bar, and an inside and an outside of the through hole. The reinforcing bar connector according to claim 6, comprising a thin metal plate having a notch portion having a width smaller than a diameter of the communicating horizontal bar portion.
JP2008217533A 2008-08-27 2008-08-27 Reinforcement connecting device Pending JP2010053546A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101155829B1 (en) 2010-03-12 2012-06-12 박수부 A wall spacer
KR20200112383A (en) * 2019-03-22 2020-10-05 주식회사 미성 Fixing braket for reclamation box

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101155829B1 (en) 2010-03-12 2012-06-12 박수부 A wall spacer
KR20200112383A (en) * 2019-03-22 2020-10-05 주식회사 미성 Fixing braket for reclamation box
KR102163109B1 (en) 2019-03-22 2020-10-07 주식회사 미성 Fixing braket for reclamation box

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