JP2012255310A - Steel bar clip. closed type steel bar using the same and manufacturing method of closed type steel bar - Google Patents

Steel bar clip. closed type steel bar using the same and manufacturing method of closed type steel bar Download PDF

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JP2012255310A
JP2012255310A JP2011129674A JP2011129674A JP2012255310A JP 2012255310 A JP2012255310 A JP 2012255310A JP 2011129674 A JP2011129674 A JP 2011129674A JP 2011129674 A JP2011129674 A JP 2011129674A JP 2012255310 A JP2012255310 A JP 2012255310A
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reinforcing bar
main
stirrup
bending
closed
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JP5715503B2 (en
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Masaaki Moriyama
雅明 森山
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MEEKUSU KK
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Abstract

PROBLEM TO BE SOLVED: To provide a steel bar clip, a closed type steel bar using the same and a manufacturing method of the closed type steel bar using the same in which a work burden on the job site can be reduced and a steel bar strength or the like can be maintained.SOLUTION: Stirrups 11 are disposed in one line at predetermined intervals while being bent in a rectangular shape or U shape. A main bar 12 is inserted inside each corner of each stirrup 11, and the main bar 12 is fixed (connected) to the stirrup 11 by a steel bar clip 13. In the steel bar clip 13, an expansion part 134 is provided at least on one side and no protruding part is included on the other side. Therefore, even if bending is applied to the stirrup 11, the steel bar clip 13 is neither deformed nor damaged.

Description

本発明は、鉄筋クリップとそれを使用した閉鎖型鉄筋及びその閉鎖型鉄筋の製造方法に関し、さらに詳しくは、主筋の強度低下を防止しつつ製造及び管理を容易にし、労力の低減、工数及び取り付け時間の短縮が図れる鉄筋クリップとそれを使用した閉鎖型鉄筋及びその閉鎖型鉄筋の製造方法に関する。   The present invention relates to a reinforcing bar clip, a closed type reinforcing bar using the same, and a manufacturing method of the closed type reinforcing bar, and more particularly, easy manufacture and management while preventing a decrease in strength of a main reinforcing bar, reducing labor, man-hours and mounting. The present invention relates to a reinforcing bar clip capable of shortening time, a closed type reinforcing bar using the same, and a manufacturing method of the closed type reinforcing bar.

ビルディング等の建築物や建造物では、その柱や梁には閉鎖型鉄筋が用いられている。閉鎖型鉄筋は、長尺の棒状の鉄筋を四角形に曲げ加工して形成した複数のあばら(肋)筋を所定間隔に配置すると共に、各あばら筋の所定箇所、例えば四角形の各角部の同じ位置を順次通過するようにして主筋を配置し、主筋とあばら筋が交差する部位をスポット溶接や結束線で接合することによって製造されていた。しかし、主筋とあばら筋をスポット溶接で接合すると、溶接の熱によって主筋が加熱され、その熱によって断面欠損や材質変化等が生じ、鉄筋強度を低下させるおそれがある。そのため、加熱による強度低下の発生のおそれがあるスポット溶接を用いることなく結束やフックによって主筋とあばら筋とを固定する構造が用いられてきた。   In buildings and buildings such as buildings, closed rebars are used for columns and beams. A closed-type reinforcing bar has a plurality of stirrups (barbs) formed by bending a long bar-shaped reinforcing bar into a quadrangle at a predetermined interval, and the same part of each staggered bar, for example, each corner of a quadrangle It has been manufactured by arranging the main bars so as to pass sequentially through the positions, and joining the portions where the main bars and the stirrups intersect by spot welding or binding wires. However, if the main bar and the stirrup are joined by spot welding, the main bar is heated by the heat of the welding, and the cross-sectional defect or material change may occur due to the heat, which may reduce the strength of the reinforcing bar. For this reason, a structure has been used in which the main muscle and the stirrup are fixed by a bundle or hook without using spot welding that may cause a reduction in strength due to heating.

結束やフックを用いた閉鎖型鉄筋について説明する。例えば図9に示す閉鎖型鉄筋100は、長尺の棒状の鉄筋を折り曲げることによって上部が開放された略U字状のあばら筋101を形成し、開放された上部側の両端部をそれぞれ135°の角度で折り曲げることによりフック部102A,102Bを形成している。そして、フック部102A,102Bの部分及びあばら筋101の下部側の両角部の内側にそれぞれ(ここでは2本)の主筋103,103を配置すると共に、さらに、あばら筋101の垂直に立設している長辺の内側に所定のピッチ幅を有して複数の腹筋104,104を配置し、軟鋼線材等の金属線材によって結束する。最後に、U字形のあばら筋101の開放された上部側にキャップタイ105を被せることにより閉鎖型鉄筋が完成する。   A closed-type rebar using binding and hooks will be described. For example, the closed type reinforcing bar 100 shown in FIG. 9 forms a substantially U-shaped stirrup bar 101 having an open upper part by bending a long bar-shaped reinforcing bar, and both ends of the opened upper side are 135 ° each. The hook portions 102A and 102B are formed by bending at an angle of. The main muscles 103 and 103 (in this case, two) are arranged inside the hook portions 102A and 102B and the lower corners of the stirrup 101, respectively, and are further erected vertically to the stirrup 101. A plurality of abdominal muscles 104, 104 are arranged on the inner side of the long side with a predetermined pitch width, and are bound by a metal wire such as a mild steel wire. Finally, the cap-tie 105 is put on the opened upper side of the U-shaped stirrup 101 to complete the closed rebar.

ところで、特許文献1は、ユニット鉄筋の連結方法を開示しており、格子状を構成する鉄筋のうち、一方向の鉄筋の端部近傍を湾曲させて、この湾曲部を他方向の鉄筋に巻き付けるとともに、さらに、一方向の鉄筋の端部先端側に残された直線状部分が一方向の鉄筋と重なり合った重ね合わせ部を有して交差するようにした湾曲部を小さく絞り込んで直線状部分と湾曲部とで曲げ角度が225°の閉鎖環を形成し、重ね合わせ部の摩擦力によりスプリングバックを防止することによって湾曲部が他方向の鉄筋を緩みなく保持するように緊締して他方向の鉄筋と前記一方向の鉄筋とを連結することが開示されている。   By the way, patent document 1 is disclosing the connection method of a unit reinforcing bar, curves the edge part vicinity of the reinforcing bar of one direction among the reinforcing bars which comprise a grid | lattice form, and winds this bending part around the reinforcing bar of another direction. In addition, the linear portion remaining on the tip end side of the unidirectional reinforcing bar has a superposed portion that overlaps the unidirectional reinforcing bar and narrows the curved portion so as to intersect with the linear portion. A closed ring with a bending angle of 225 ° is formed with the bending portion, and the bending portion is tightened so that the bending portion holds the reinforcing bar in the other direction without loosening by preventing the spring back by the frictional force of the overlapping portion. It is disclosed to connect a reinforcing bar and the reinforcing bar in one direction.

一方、主筋とあばら筋の結合をスポット溶接によらずに行えるようにするための鉄筋クリップも提案されている。例えば、特許文献2には、鉄筋コンクリートの基礎に使用する格子状に梁筋(腹筋)と柱筋(軸筋)とを所定間隔で直交に配列し、その交点部を溶接してなる立ち上がりスラブ筋ユニットSと、柱筋と平行に配置するスラブ筋受け筋の下端付近に1本のスラブ定着筋を直交して配置して交点を溶接してなるスラブ定着ユニットTと、鉄筋を嵌挿する中央に備えた孔部の開口部を鉄筋の直径より狭く形成し、この孔部の接線方向に開口部両側に張り出して張出部を形成し、鉄筋と異なる鉄筋を嵌合する凹部を張出部に設けて成形加工材料によって型造りしてなる鉄筋クリップを使用してスラブ定着ユニットTのスラブ定着筋を立ち上がりスラブ筋ユニットSの柱筋の下端付近に回動可能に鉄筋クリップによって取り付ける構成が開示されている。この鉄筋クリップ200は、図10に示すように、スラブ定着筋を挿通するための孔部201を有し、この孔部201の開口端の両側に張り出した張出部203,203に柱筋を嵌合する凹部202が断面C字形状に形成される。この鉄筋クリップ200によれば、鉄筋の組み立てに際して結束を必要としないので作業効率を高めることができる。   On the other hand, a reinforcing bar clip has also been proposed so that the main bar and the stirrup can be joined without using spot welding. For example, Patent Document 2 discloses a standing slab bar which is formed by arranging beam bars (abdominal bars) and column bars (axis bars) orthogonally at predetermined intervals in a lattice pattern used for a reinforced concrete foundation and welding the intersections. Unit S, a slab anchoring unit T in which one slab anchoring bar is arranged orthogonally near the lower end of a slab bar receiving bar arranged parallel to the column bar, and a center where the reinforcing bar is inserted is inserted. The opening of the hole prepared in the above is formed narrower than the diameter of the reinforcing bar, and the protruding part is formed in the tangential direction of this hole by projecting on both sides of the opening, and a recess for fitting a reinforcing bar different from the reinforcing bar is formed. Disclosed is a configuration in which a slab fixing bar of a slab fixing unit T is raised using a reinforcing bar clip formed by molding material and attached to the lower end of a column bar of the slab reinforcing unit S by a reinforcing bar clip. Has been. As shown in FIG. 10, the reinforcing bar clip 200 has a hole 201 through which a slab fixing bar is inserted, and column bars are formed on the overhanging parts 203, 203 that protrude on both sides of the opening end of the hole 201. The recessed portion 202 to be fitted is formed in a C-shaped cross section. According to the reinforcing bar clip 200, since no binding is required when assembling the reinforcing bars, work efficiency can be improved.

特許第4474669号公報Japanese Patent No. 4447469 実用新案登録第3074462号公報Utility Model Registration No. 3074462

閉鎖型鉄筋は、現場において、あばら筋と主筋とをそれぞれ格子状に組み合わせて交差部分を結束線で結束した後、所定の箇所で折り曲げることによってボックス型に組み立てられている。この組み立ては専ら手作業によって行われていることから結束線による組み立て作業は面倒で時間を要する作業であり、しかも強度を確保する必要があるため作業者の熟練を要する作業であった。そのため、上述した鉄筋クリップのような器具を使用すれば簡便、且つ、確実な結束を行うことができるものと思われた。   The closed-type reinforcing bars are assembled in a box shape at the site by combining the ribs and the main reinforcing bars in a lattice shape and binding the intersecting portions with binding wires, and then bending them at predetermined locations. Since this assembling is performed manually, the assembling work using the binding wire is a troublesome and time-consuming work, and the work requires skill of the operator because it is necessary to ensure the strength. Therefore, it seems that simple and reliable binding can be performed by using an instrument such as the above-described reinforcing bar clip.

あばら筋101の曲げ加工には、折り曲げの基点となる主筋103をツメで掛止して下方に引っ張ることによりツメの両脇に配置されたガイドに主筋103を当接させ、略90°に折り曲げる方法と、いわゆるロールベンダによって略90°に折り曲げる方法がある。尚、これらを実施するための装置については後述する。ツメによる折曲げの場合は、形成された角部の内側に主筋103が位置するように折り曲げられるのに対して、ロールベンダによる折り曲げの場合には主筋103が配置された位置よりも僅かに外側が折り曲げられることになる。しかしながら、閉鎖型鉄筋の各コーナ部の内側に配置される主筋103とあばら筋101とを従来の鉄筋クリップ200を用いて結束した場合、ツメによる折り曲げを行った場合には、左右の張出部203が90°とになるように折り曲げられることになるので孔部201が変形してしまうという問題があり、またロールベンダによって折り曲げを行った場合には、折り曲げ位置に近い方の出張部203に大きな荷重が加わって出張部203に変形や損傷を生じると共に孔部201も変形するという問題があった。孔部201や出張部203の変形や損傷は完成した閉鎖型鉄筋の強度低下を招くおそれがある。   For bending the streaks 101, the main bar 103, which is the base point of bending, is hooked with a claw and pulled downward to bring the main bar 103 into contact with the guides arranged on both sides of the claw and bend it at about 90 °. There are a method and a method of bending at about 90 ° by a so-called roll bender. An apparatus for implementing these will be described later. In the case of bending with a claw, it is bent so that the main bar 103 is located inside the formed corner, whereas in the case of bending with a roll bender, it is slightly outside the position where the main bar 103 is arranged. Will be bent. However, when the main bar 103 and the stirrup bar 101 arranged inside each corner part of the closed-type reinforcing bar are bundled using the conventional reinforcing bar clip 200, when bent by a claw, the left and right protruding parts There is a problem that the hole 201 is deformed because it is bent so that the angle 203 becomes 90 °, and when it is bent by a roll bender, the travel part 203 closer to the bending position There is a problem that a large load is applied to deform and damage the business trip part 203 and the hole part 201 is also deformed. Deformation and damage of the hole 201 and the business trip part 203 may cause a decrease in strength of the completed closed rebar.

また、上部にキャップタイを被せるタイプの閉鎖型鉄筋の場合には、従来、主筋103を中心としてあばら筋を135°折り曲げて連結していたが、主筋とあばら筋との連結をより強固にすることが望まれていた。   Further, in the case of a closed type rebar with a cap tie on the upper part, conventionally, the stirrup was bent and connected with the main bar 103 at 135 °, but the connection between the main bar and the stir bar is made stronger. It was hoped that.

そこで、本発明は、かかる問題点に鑑みなされたもので、閉鎖型鉄筋の組み立てを行う場合に主筋に対するスポット溶接等を不要にすると共に、現場での作業負担の低減及び鉄筋強度等の維持が図れるようにした鉄筋クリップとそれを使用した閉鎖型鉄筋及びその閉鎖型鉄筋の製造方法を提供することを目的とする。   Therefore, the present invention has been made in view of such a problem, and in the case of assembling a closed-type reinforcing bar, spot welding or the like for the main reinforcing bar is not necessary, and the work load on the site is reduced and the reinforcing bar strength is maintained. It is an object of the present invention to provide a reinforcing bar clip, a closed type reinforcing bar using the same, and a manufacturing method of the closed type reinforcing bar.

上記課題を解決するために請求項1に記載の発明は、主筋とあばら筋を連結して閉鎖型鉄筋を形成するための鉄筋クリップにおいて、前記鉄筋クリップは、開口部が形成された断面略C字形状の孔部が設けられた本体部を備え、前記開口部が形成された前記本体部の両側開口端部をさらに延伸して形成すると共に延伸して形成された前記開口端部に前記孔部と直交する方向に断面略C字形状の挿通孔を形成してなり、前記孔部によって前記主筋を保持し、前記挿通孔によって前記あばら筋を保持することにより両者を連結可能としたことを特徴とする。   In order to solve the above-mentioned problems, the invention according to claim 1 is a reinforcing bar clip for connecting a main bar and a stirrup to form a closed-type reinforcing bar, wherein the reinforcing bar clip has an approximately C cross-section in which an opening is formed. A body portion provided with a letter-shaped hole portion, the opening portions on both sides of the body portion where the opening portion is formed are further stretched, and the holes are formed in the opening end portion formed by stretching. An insertion hole having a substantially C-shaped cross section is formed in a direction perpendicular to the portion, the main bar is held by the hole, and the stirrup is held by the insertion hole so that both can be connected. Features.

上記課題を解決するために請求項2に記載の本発明は、請求項1に記載の鉄筋クリップにおいて、前記挿通孔が形成された開口端部の一方側に当該挿通孔の中心軸方向に沿って張り出した張出部を設けたことを特徴とする。   In order to solve the above-described problem, the present invention according to claim 2 is the reinforcing bar clip according to claim 1, wherein the insertion hole is formed on one side of the opening end portion along the central axis direction of the insertion hole. This is characterized in that an overhanging portion is provided.

上記課題を解決するために請求項3に記載の本発明は、鉄筋を折り曲げることによって全体を矩形状又は略U字状に形成した複数のあばら筋を所定の間隔で一列に配設し、矩形状の前記あばら筋の所定の角部に主筋を配置し、前記主筋と前記あばら筋とを請求項1に記載の鉄筋クリップによって連結し、又は請求項2に記載の鉄筋クリップの場合にあってはあばら筋の折り曲げ位置とは反対側に前記張出部が位置するようにして配置して連結することによって形成された閉鎖型鉄筋を提供する。   In order to solve the above-mentioned problem, the present invention according to claim 3 is provided with a plurality of ribs formed in a rectangular shape or a substantially U-shape by bending a reinforcing bar in a row at a predetermined interval. In the case of the reinforcing bar clip according to claim 2, a main bar is arranged at a predetermined corner of the stirrup shaped bar and the main bar and the stirrup are connected by the reinforcing bar clip according to claim 1. The present invention provides a closed type reinforcing bar formed by arranging and connecting so that the overhanging part is located on the opposite side to the bending position of the stirrup.

上記課題を解決するために請求項4に記載の本発明は、鉄筋を折り曲げることによって全体をU字形状に形成した複数のあばら筋を所定の間隔で一列に配設し、U字状の前記あばら筋の角部にそれぞれ主筋を配置すると共に、前記あばら筋の開放側端部側に配置された主筋を前記あばら筋の当該開放端部側を折り曲げることによって固定し、さらに、前記あばら筋の上部にキャップタイを取り付けた閉鎖型鉄筋において、前記あばら筋の角部に配置した前記主筋を請求項1又は2に記載の鉄筋クリップによって前記あばら筋と連結し、さらに、前記あばら筋の開放端部側に配置された主筋を225°の折り曲げ角度で形成したループ形状のフックによって固定したことを特徴とする。   In order to solve the above-mentioned problem, the present invention according to claim 4 is arranged such that a plurality of ribs formed in a U shape as a whole by bending a reinforcing bar are arranged in a row at predetermined intervals, and the U-shaped The main muscles are respectively arranged at the corners of the stirrups, and the main muscles arranged on the open end side of the stirrups are fixed by bending the open end side of the stirrups. A closed-type reinforcing bar having a cap tie attached to an upper portion thereof, wherein the main reinforcing bar arranged at a corner of the stirrup is connected to the stirrup by the reinforcing bar clip according to claim 1, and further, an open end of the stirrup The main bars arranged on the part side are fixed by a loop-shaped hook formed at a bending angle of 225 °.

上記課題を解決するために請求項5に記載の本発明は、鉄筋を折り曲げることによって全体を矩形状又は略U字状に形成した複数のあばら筋を所定の間隔に配置するステップと、前記複数のあばら筋の所定箇所に主筋をそれぞれ所定間隔に配置するステップと、前記あばら筋と前記主筋が交差する部分を請求項1又は2に記載の鉄筋クリップによって連結するステップと、予め設定した曲げ位置で前記腹筋の曲げ加工を順次施してU字形状又は矩形形状にするステップと、を含み構成されたことを特徴とする閉鎖型鉄筋の製造方法を提供する。   In order to solve the above-mentioned problem, the present invention according to claim 5 includes a step of arranging a plurality of stirrups formed in a rectangular shape or a substantially U shape by bending a reinforcing bar at a predetermined interval, A step of arranging main bars at predetermined intervals in a predetermined position of the stirrup, a step of connecting a portion where the stirrup and the main bar intersect with the reinforcing bar clip according to claim 1, and a preset bending position And a step of bending the abdominal muscles in order to form a U-shape or a rectangular shape.

上記課題を解決するために請求項6に記載の本発明は、請求項5に記載の閉鎖型鉄筋の製造方法において、さらに、前記腹筋をU字形状にしたとした場合にあっては、その曲げ加工の前又は後のステップとして、前記あばら筋の開放端部をそれぞれ225°に折り曲げてフックを形成するステップをさらに備えていることを特徴とする   In order to solve the above-mentioned problem, the present invention described in claim 6 is the closed-type reinforcing bar manufacturing method according to claim 5, and further, when the abdominal muscle is U-shaped, As a step before or after the bending process, the method further comprises a step of forming hooks by bending the open ends of the stirrups to 225 °, respectively.

本発明に係る鉄筋クリップとそれを使用した閉鎖型鉄筋及びその閉鎖型鉄筋の製造方法によれば、現場での作業軽減、鉄筋強度等の維持、作業時間の短縮、コストダウンを図ることができるという効果がある。   According to the reinforcing bar clip, the closed type reinforcing bar using the same, and the manufacturing method of the closed type reinforcing bar according to the present invention, it is possible to reduce the work at the site, maintain the reinforcing bar strength, shorten the working time, and reduce the cost. There is an effect.

本発明に係る閉鎖型鉄筋の一実施形態を示す斜視図である。It is a perspective view showing one embodiment of a closed type reinforcing bar concerning the present invention. (a)は本発明に係る閉鎖型鉄筋に使用する鉄筋クリップの断面図、(b)はその側面図、(c)は他の実施形態における鉄筋クリップの断面図である。(A) is sectional drawing of the reinforcing bar clip used for the closed type reinforcing bar which concerns on this invention, (b) is the side view, (c) is sectional drawing of the reinforcing bar clip in other embodiment. 本発明に係る閉鎖型鉄筋の製造方法の第1の工程を示す斜視図である。It is a perspective view which shows the 1st process of the manufacturing method of the closed rebar which concerns on this invention. 本発明に係る閉鎖型鉄筋の製造方法の第2の工程を示す斜視図である。It is a perspective view which shows the 2nd process of the manufacturing method of the closed rebar which concerns on this invention. 本発明に係る閉鎖型鉄筋の製造方法により得られた閉鎖型あばら筋の主要部及び鉄筋クリップを示す斜視図である。It is a perspective view which shows the principal part and reinforcing bar clip of the closed type stirrup obtained by the manufacturing method of the closed type reinforcing bar which concerns on this invention. 他の鉄筋クリップを用いた本発明に係る閉鎖型鉄筋の主要部及び鉄筋クリップを示す斜視図である。It is a perspective view which shows the principal part of the closed-type reinforcing bar which concerns on this invention using another reinforcing bar clip, and a reinforcing bar clip. ロールベンダ方式の折曲装置の概略構成を示す図である。It is a figure which shows schematic structure of the bending apparatus of a roll vendor system. 本発明に係る閉鎖型鉄筋の第二の実施形態を示す斜視図である。It is a perspective view which shows 2nd embodiment of the closed type reinforcing bar which concerns on this invention. 従来の閉鎖型鉄筋を示す正面図である。It is a front view which shows the conventional closed rebar. 従来の閉鎖型鉄筋に用いられた取付金具を示す断面図である。It is sectional drawing which shows the attachment metal fitting used for the conventional closed rebar.

1.第一の実施形態
[閉鎖型鉄筋の構成]
以下、本発明に係る鉄筋クリップとそれを使用した閉鎖型鉄筋及びその閉鎖型鉄筋の製造方法について、好ましい一実施形態に基づいて詳細に説明する。図1は本発明に係る閉鎖型鉄筋の第1の実施形態を示す斜視図である。図示された閉鎖型鉄筋1は、概略として、1本の鉄筋を折り曲げることによって全体が長方形に形成されたあばら筋11であって所定間隔に一列に並べて立設した複数のあばら筋11,11と、一列に並べて立設された各あばら筋11,11の4つの角部の内側に介在するように配設された計4本の主筋12、12と、主筋12、12とあばら筋11,11を結束するための複数(ここでは4つ)の鉄筋クリップ13、13と、あばら筋11の長辺部分の内側に予め指定されたピッチを有して取り付けられた複数(本実施形態では2本)の腹筋14,14を備えて構成されている。尚、あばら筋11、11及び主筋12、12には、例えば異形棒鋼が用いられる。
1. First embodiment [Configuration of closed rebar]
Hereinafter, a reinforcing bar clip according to the present invention, a closed type reinforcing bar using the same, and a manufacturing method of the closed type reinforcing bar will be described in detail based on a preferred embodiment. FIG. 1 is a perspective view showing a first embodiment of a closed type reinforcing bar according to the present invention. The illustrated closed-type reinforcing bar 1 is generally composed of a plurality of stirrups 11, 11 which are a stirrup 11 which is formed in a rectangular shape by bending a single reinforcing bar and is erected in a row at a predetermined interval. A total of four main muscles 12 and 12 arranged so as to be interposed inside four corners of the stirrups 11 and 11 arranged in a row, and the main muscles 12 and 12 and the stirrups 11 and 11. A plurality (four in this case) of reinforcing bar clips 13 and 13 and a plurality of (two in this embodiment) attached with a predetermined pitch inside the long side portion of the rib 11 Abdominal muscles 14, 14. For example, deformed bar steel is used for the ribs 11 and 11 and the main bars 12 and 12.

あばら筋11及び主筋12の各直径は、例えば、それぞれ10mm及び13mmであり、あばら筋11、11は、枠形に1周して所定の長さを有して交差する部分を形成可能な長さ張出部を備えている。あばら筋11、11の長辺となる部分には腹筋14,14が配置される。尚、腹筋14,14の取り付けは鉄筋クリップ13を用いる他、スポット溶接によってあばら筋11と接合してもよい。   The diameters of the staggered muscle 11 and the main muscle 12 are, for example, 10 mm and 13 mm, respectively, and the staggered muscles 11 and 11 are long enough to form a crossing portion having a predetermined length around the frame shape. It has a protruding part. Abdominal muscles 14 and 14 are arranged on the long side of the ribs 11 and 11. The abdominal muscles 14 and 14 may be attached to the ribs 11 by spot welding in addition to using the reinforcing bar clip 13.

[鉄筋クリップの構成]
次に、本発明に係る鉄筋クリップの好ましい一実施形態について説明する図2(a)は本発明に係る鉄筋クリップの好ましい一実施形態の断面図、同(b)は(a)に示す鉄筋クリップの側面図である。図示された鉄筋クリップ13はプラスチック等の合成樹脂によって形成され、図2(a),(b)に示ように、概略として、主筋12を挿通するための断面略C字形状の孔部131が設けられた本体部135と、あばら筋11を通すための断面略C字形状の挿通孔132が設けられた張出部134を備えて構成されている。そして、本体部135と張出部134とは孔部131の中心線と挿通孔132の中心線とが互いに直交するようにして配置されており、孔部131と挿通孔132とが交差する部分には孔部131と外部と連通するための開口部133が設けられている。さらに、詳述すると、断面が略C字形状とされた本体部135の一方の開口端部側に張出部134が形成されており、他方側の開口端部は張出部134の幅方向における長さと同じ長さまで延伸されると共に、張出部134に形成された挿通孔132と連通する略C字形状の断面を有する挿通孔132が形成されている。これにより、鉄筋クリップ13は、孔部131に主筋12が嵌合されると共に、張出部134の挿通孔132と本体部135の反対側端部の延伸部に形成された挿通孔132にあばら筋11が嵌合されて両者がしっかりと連結されることになる。
[Rebar clip configuration]
Next, FIG. 2A for explaining a preferred embodiment of the reinforcing bar clip according to the present invention is a cross-sectional view of a preferred embodiment of the reinforcing bar clip according to the present invention, and FIG. 2B is a reinforcing bar clip shown in FIG. FIG. The illustrated reinforcing bar clip 13 is formed of a synthetic resin such as plastic, and as shown in FIGS. 2A and 2B, a hole 131 having a substantially C-shaped cross-section for inserting the main bar 12 is schematically shown. The main body portion 135 is provided, and an overhang portion 134 provided with an insertion hole 132 having a substantially C-shaped cross section for allowing the stirrup 11 to pass therethrough is configured. The main body portion 135 and the overhang portion 134 are arranged such that the center line of the hole 131 and the center line of the insertion hole 132 are orthogonal to each other, and the portion where the hole 131 and the insertion hole 132 intersect each other. Is provided with an opening 133 for communicating with the hole 131 and the outside. More specifically, a protruding portion 134 is formed on one opening end side of the main body 135 having a substantially C-shaped cross section, and the opening end on the other side is in the width direction of the protruding portion 134. An insertion hole 132 having a substantially C-shaped cross section communicating with the insertion hole 132 formed in the overhanging portion 134 is formed. As a result, the reinforcing bar clip 13 is fitted into the hole 131 and the insertion of the insertion hole 132 of the overhang part 134 and the insertion hole 132 formed at the extension part of the opposite end of the main body part 135. The streak 11 is fitted and both are firmly connected.

次に、本発明に係る鉄筋クリップの他の実施形態について説明する。図2(c)は他の実施形態の鉄筋クリップ17の断面図である。図示された鉄筋クリップ17は、上述した鉄筋クリップ13における張出部134がなく、鉄筋クリップ17の断面が略C字形状とされた本体部135の両端部がそれぞれ延伸して形成され、この延伸された両端部に断面略C字状の挿通孔132,132がそれぞれ形成されて構成されている。それ以外の構成については鉄筋クリップ13とほぼ同様であるので同一の符号付すこととして詳しい説明は省略する。   Next, another embodiment of the reinforcing bar clip according to the present invention will be described. FIG.2 (c) is sectional drawing of the reinforcing bar clip 17 of other embodiment. The illustrated reinforcing bar clip 17 does not have the overhanging portion 134 in the above-described reinforcing bar clip 13, and is formed by extending both ends of the main body 135 in which the cross section of the reinforcing bar clip 17 is substantially C-shaped. Insertion holes 132, 132 each having a substantially C-shaped cross section are formed at both ends. Since the configuration other than that is substantially the same as that of the reinforcing bar clip 13, the same reference numerals are used and detailed description thereof is omitted.

ここで、鉄筋クリップ13の各部の寸法例を示したのが表1である。表1及び図2において、Wは隣接して配置した2つの鉄筋クリップ13,13の互いの孔部131,131の中心間の距離、Dは孔部131の内径、dは挿通孔132の内径、hは孔部131の中心と挿通孔132の中心との距離、Aは開口部133の幅である。尚、単位はいずれも「mm」である。   Here, Table 1 shows an example of dimensions of each part of the reinforcing bar clip 13. In Table 1 and FIG. 2, W is the distance between the centers of the holes 131 and 131 of the two reinforcing bar clips 13 and 13 arranged adjacent to each other, D is the inner diameter of the hole 131, and d is the inner diameter of the insertion hole 132. , H is the distance between the center of the hole 131 and the center of the insertion hole 132, and A is the width of the opening 133. The units are all “mm”.

Figure 2012255310
Figure 2012255310

[閉鎖型鉄筋の製造方法]
次に、上述した閉鎖型鉄筋の製造方法について説明する。図3及び図4は閉鎖型鉄筋1の各製造工程における斜視図である。まず、図3に示すように、予め所定の間隔でV溝20aが形成された第一の角材20A,20AのV溝20aに所定数のあばら筋11,11の両端部を支持するようにして配置し、あばら筋11,11の長手方向に沿って予め所定の間隔でV溝20aが形成された第二の角材20B,20Bを複数配置し、これの角材20A,20A,20B、20B上にあばら筋11、11と直交するようにして主筋12と腹筋14をそれぞれ所定の間隔で配置する。あばら筋11,11が乗せられる第一の角材20A,20Aと主筋12及び腹筋14が乗せられる第二の角材20B,20Bとはちょうどあばら筋11,11の直径に相当する長さだけその高さが異なっている。
[Manufacturing method of closed rebar]
Next, a method for manufacturing the above-described closed type reinforcing bar will be described. 3 and 4 are perspective views in each manufacturing process of the closed rebar 1. First, as shown in FIG. 3, both ends of a predetermined number of stirrups 11 and 11 are supported by the V grooves 20a of the first square bars 20A and 20A in which the V grooves 20a are previously formed at predetermined intervals. A plurality of second square members 20B, 20B in which V grooves 20a are previously formed at predetermined intervals along the longitudinal direction of the ribs 11, 11 are arranged, and the square members 20A, 20A, 20B, 20B are disposed on the square members 20A, 20A, 20B, 20B. The main muscle 12 and the abdominal muscle 14 are respectively arranged at predetermined intervals so as to be orthogonal to the ribs 11 and 11. The first square members 20A, 20A on which the stirrups 11, 11 are placed and the second square members 20B, 20B on which the main muscles 12 and the abdominal muscles 14 are placed are just as high as the length of the stirrups 11, 11. Is different.

次に、あばら筋11、11と主筋12、12とを結合すべく、あばら筋11、11の角部となるべき部分に鉄筋クリップ13,13をそれぞれ嵌合するようにして取り付ける。このとき、鉄筋クリップ13の張出部134があばら筋11の折り曲げられる位置とは反対側に位置するようにして取り付ける。すなわち、隣り合う2つの鉄筋クリップ13、13の張出部134同士が互いに対向するようにして取り付ける。尚、腹筋14、14とあばら筋11,11とは鉄筋クリップ13と同様のクリップを用いて、或いはスポット溶接により連結することによって鉄筋RBを形成する。   Next, in order to join the ribs 11 and 11 and the main bars 12 and 12, the reinforcing bars clips 13 and 13 are attached so as to be fitted to the corners of the ribs 11 and 11, respectively. At this time, the overhanging portion 134 of the reinforcing bar clip 13 is attached so as to be located on the side opposite to the position where the loose bar 11 is bent. That is, it attaches so that the overhang | projection parts 134 of two adjacent reinforcing bar clips 13 and 13 mutually oppose. The abdominal muscles 14 and 14 and the ribbed muscles 11 and 11 form a reinforcing bar RB using a clip similar to the reinforcing bar clip 13 or by spot welding.

次に、鉄筋RBを図4に示す折曲装置30上へ搬入してあばら筋11,11に対して90°の曲げ加工を行う。折曲装置30は、上部が鉤形状とされて昇降可能に設置された複数のツメ31、31と、このツメ31、31の両側に平行かつ水平に配置された一対のガイド32、32と、ツメ31、31を昇降させる図示しない駆動装置及び制御装置とを備えて構成されている。作業者は、まず、ツメ31、31が最上部位置に位置するように折曲装置30の図示しない制御盤を操作する。そして、鉄筋RBの折り曲げの基点となる主筋12にツメ31、31を掛止する。次に、作業者は、図示しない制御盤を操作してツメ31、31を徐々に下方へ移動させる。するとツメ31、31が降下する過程で鉄筋RBを構成するあばら筋11,11が左右のガイド32,32に接触することによって次第に折り曲げられ、さらにツメ31,31を下方に引き下げることにより最終的には90°に折り曲げられる。あばら筋11,11が所定の角度に折り曲げられたらツメ31,31を上方に移動させ、ツメ31,31と主筋12との掛止状態を解除して次に折り曲げる部分(先に折り曲げの基点となった主筋12に隣接する主筋12)をツメ31,31に掛止する。図4では2回の折り曲げが完了した状態を示している。このような曲げ加工があばら筋11の1つのループに対して加工場所を変えながら4回実施される。これにより、平面形状であった鉄筋RBは正面から見て長方形の形状、即ち閉鎖型(ボックス型)に成形される。   Next, the reinforcing bar RB is carried onto the bending device 30 shown in FIG. The bending device 30 includes a plurality of claws 31 and 31 that are configured to be movable up and down with a bowl shape at the top, and a pair of guides 32 and 32 that are arranged in parallel and horizontally on both sides of the claws 31 and 31. The claw 31 is configured to include a drive device and a control device (not shown) that raise and lower the claws 31. The operator first operates a control panel (not shown) of the folding device 30 so that the claws 31 are located at the uppermost position. Then, claws 31 and 31 are hooked to the main reinforcing bar 12 which is a base point of bending of the reinforcing bar RB. Next, the operator operates the control panel (not shown) to move the claws 31 and 31 gradually downward. Then, when the claws 31 and 31 are lowered, the ribs 11 and 11 constituting the reinforcing bar RB are gradually bent by coming into contact with the left and right guides 32 and 32, and finally the claws 31 and 31 are pulled downward to finally bend. Is bent at 90 °. When the ribs 11 and 11 are bent at a predetermined angle, the claws 31 and 31 are moved upward, the hooked state between the claws 31 and 31 and the main bar 12 is released, and the portion to be bent next (the first bending base point) The main muscle 12) adjacent to the formed main muscle 12 is hooked on the claws 31, 31. FIG. 4 shows a state in which the second folding is completed. Such bending processing is performed four times while changing the processing place for one loop of the streaks 11. As a result, the reinforcing bar RB having a planar shape is formed into a rectangular shape as viewed from the front, that is, a closed type (box type).

一方、あばら筋11,11の折り曲げは、上述したツメ31,31,を用いた折曲装置30のほか、ロールベンダを用いた折曲装置40によっても行われる。ロールベンダによる折曲装置40は、概略として図7に示すように、複数の掛止部41a,41aを備えた長尺の基台41と、基台41に平行配置されたロール42とを備え、ロール42は連結部43を介して基台41に起立可能に取り付けられて形成されている。ここで、ロール42の起立は図示しない駆動装置及び制御装置によって行われる。この折曲装置40による折り曲げは以下のようにして行われる。尚、図7においては鉄筋クリップ13、13の図示を省略している。まず、鉄筋RBの折り曲げの基点となる主筋12を複数の掛止部41a,41aに掛止させて固定する。そして、図示しない駆動装置及び制御装置を動作させてロール42を反時計方向へ回動させることによって起立上昇させる。この過程であばら筋11,11の先端側が略90°に折り曲げられる。そして、あばら筋11,11の折り曲げが完了したら図示しない駆動装置及び制御装置を動作させてロール42を元の位置(図7(a)に示す位置)に移動させる。そして、次に先に折り曲げの基点となった主筋12と隣り合う主筋12を複数の掛止部41a,41aに掛止させて固定する。そして、上記と同様の操作を繰り返すことにより図4と同様の曲げ加工を行うことができる。   On the other hand, the stirrups 11 and 11 are bent not only by the bending device 30 using the claws 31 and 31 but also by the bending device 40 using a roll bender. As schematically shown in FIG. 7, the bending device 40 using a roll bender includes a long base 41 including a plurality of latching portions 41 a and 41 a and a roll 42 arranged in parallel to the base 41. The roll 42 is attached to the base 41 via the connecting portion 43 so as to be able to stand up. Here, the roll 42 is raised by a drive device and a control device (not shown). The bending by the bending device 40 is performed as follows. In addition, illustration of the reinforcing bar clips 13 and 13 is omitted in FIG. First, the main reinforcing bar 12 that is a base point for bending the reinforcing bar RB is hooked and fixed to the plurality of hooking portions 41a and 41a. Then, the drive device and the control device (not shown) are operated to rotate the roll 42 counterclockwise to raise it. In this process, the leading ends of the streaks 11, 11 are bent at approximately 90 °. When the bending of the stirrups 11 and 11 is completed, the driving device and the control device (not shown) are operated to move the roll 42 to the original position (position shown in FIG. 7A). Then, the main bar 12 adjacent to the main bar 12 that is the base point of the bending first is hooked and fixed to the plurality of hooks 41a and 41a. And the bending process similar to FIG. 4 can be performed by repeating operation similar to the above.

[第一の実施形態の効果]
第一の実施形態に係る閉鎖型鉄筋及び鉄筋クリップによれば、溶接や結束を不要にしたので、主筋12とあばら筋11との結合を簡便に行うことができるという効果がある。
また、ロールベンダによる折曲装置40を用いて折り曲げを行った場合、装置の特性上図5に示すように、主筋12とあばら筋11とが交差する箇所よりも外側の位置で折り曲げが行われることになるので、鉄筋クリップ13を用いる場合には、鉄筋クリップ13の張出部134があばら筋11の折り曲げられる位置とは反対側に位置するようにして取り付ける。すなわち、隣り合う2つの鉄筋クリップ13、13の張出部134同士が互いに対向するようにして取り付ける。これにより、あばら筋11の折り曲げによる鉄筋クリップ13の変形や損傷が防止されて確実な結合が実現されるので安定した品質を確保できるという効果がある。尚、ロールベンダによる折曲装置40を用いて折り曲げを行う場合には図2(c)に示す鉄筋クリップ17を用いることも可能である。
また、ツメによる折曲装置30を用いて折り曲げを行った場合、装置の特性上図6に示すように、主筋12とあばら筋11とが交差する箇所で折り曲げが行われることになるので、張出部134のない鉄筋クリップ17を用いることであばら筋11の折り曲げによる鉄筋クリップ17の変形や損傷が防止されるので確実な結合が実現され、安定した品質の閉鎖型鉄筋を提供することができるという効果がある。
[Effect of the first embodiment]
According to the closed type reinforcing bar and the reinforcing bar clip according to the first embodiment, since welding and binding are unnecessary, there is an effect that the main bar 12 and the stirrup 11 can be easily combined.
Further, when bending is performed using the bending device 40 by a roll bender, the bending is performed at a position outside the location where the main muscle 12 and the stirrup 11 intersect as shown in FIG. 5 due to the characteristics of the device. Therefore, when the reinforcing bar clip 13 is used, the reinforcing part 134 is attached so that the overhanging portion 134 of the reinforcing bar clip 13 is located on the side opposite to the position where the loose bar 11 is bent. That is, it attaches so that the overhang | projection parts 134 of two adjacent reinforcing bar clips 13 and 13 mutually oppose. As a result, deformation and damage of the reinforcing bar clip 13 due to the bending of the stirrup 11 are prevented and a reliable connection is realized, so that stable quality can be ensured. In addition, when bending using the bending apparatus 40 by a roll bender, the reinforcing bar clip 17 shown in FIG.2 (c) can also be used.
Further, when bending is performed using the folding device 30 with claws, the bending is performed at a location where the main muscle 12 and the stirrup 11 intersect as shown in FIG. 6 due to the characteristics of the device. By using the reinforcing bar clip 17 without the protruding portion 134, deformation or damage of the reinforcing bar clip 17 due to bending of the loose bar 11 is prevented, so that a reliable connection is realized, and a closed type reinforcing bar of stable quality can be provided. There is an effect.

2.第二の実施形態
[閉鎖型鉄筋の構成]
次に、第二の実施形態に係る閉鎖型鉄筋及びその製造方法について図8を参照して説明する。この閉鎖型鉄筋2は、あばら筋11,11がU字形状に折り曲げられて形成されており、上端側の2つの開放端にそれぞれフック15,15が折り曲げによって形成されている。そして、互いに平行に配置された2本の主筋12,12がフック15,15によって固定されている。尚、この状態では、主筋12,12をフック15、15によって固定した側(上部側)が完全には閉鎖されていないので平行に配置された2本の主筋12,12に架け渡すようにしてキャップタイ16を取り付けることによって閉鎖型鉄筋2が形成されている。キャップタイ16は、あばら筋11と同様の鉄筋によって両端がU字形状に曲げられて正面形状が片仮名の略「コ」の字形状をした部材であり、上述のように上部側の2本の主筋12,12の間に架け渡される。このように、上述した第一の実施形態に係る閉鎖型鉄筋1に対して本実施形態の閉鎖型鉄筋2は、あばら筋11、11の下部側のU字形状部分に配置された2本の主筋12、12との結合には2つの鉄筋クリップ13、13又は鉄筋クリップ17,17を用い、あばら筋11、11の上部側に配置された2本の主筋12,12との結合には225°に折り曲げた湾曲部分を有するフック15、15を用いてそれぞれ結合されている。
2. Second Embodiment [Configuration of Closed Rebar]
Next, the closed reinforcing bar and the manufacturing method thereof according to the second embodiment will be described with reference to FIG. The closed rebar 2 is formed by bending the ribs 11 and 11 into a U shape, and hooks 15 and 15 are formed by bending the two open ends on the upper end side, respectively. Two main bars 12, 12 arranged in parallel to each other are fixed by hooks 15, 15. In this state, the side (upper side) where the main muscles 12 and 12 are fixed by the hooks 15 and 15 is not completely closed, so the two main muscles 12 and 12 arranged in parallel are bridged. The closed rebar 2 is formed by attaching the cap tie 16. The cap tie 16 is a member whose both ends are bent into a U shape by a rebar similar to the rib 11 and the front shape is an approximately “U” shape with a katakana name. It is bridged between the main muscles 12,12. As described above, the closed rebar 2 according to the present embodiment is different from the closed rebar 1 according to the first embodiment described above in that the two rebars 11, 11 are arranged in the U-shaped portion on the lower side. Two reinforcing bar clips 13 and 13 or reinforcing bar clips 17 and 17 are used for coupling to the main bars 12 and 12, and 225 is used for coupling to the two main bars 12 and 12 arranged on the upper side of the stirrups 11 and 11. They are connected using hooks 15 and 15 having curved portions bent at an angle, respectively.

フック15、15は、上述した折曲装置30又は折曲装置40を用いてあばら筋11、11に曲げ加工を行った後、あるいは、折り曲げ加工を行う前に形成される。フック15は、主筋12にできるだけ隙間なく密着するように巻き付ける。また、あばら筋11の開放端側の曲げ角度は225°前後とすることが好ましい。さらに、折り曲げた先端側があばら筋11の直線部分と重なり合うようにして折り曲げるようにすればそれらの間に摩擦力が発生するのでフック15,15のスプリングバックを防止して緩みなく保持することができる。また、あばら筋11に異径鉄筋を使用することで異形鉄筋の外周面やリブが互いに引っ掛かり合うのでフック15のスプリングバックをより一層防止して、主筋12をより強固に固定することができる。   The hooks 15 and 15 are formed after bending the streaks 11 and 11 using the bending device 30 or the bending device 40 described above, or before performing the bending processing. The hook 15 is wound around the main muscle 12 so as to be in close contact with the gap as much as possible. Further, the bending angle on the open end side of the stirrup 11 is preferably around 225 °. Further, if the bent tip side is bent so that it overlaps with the straight line portion of the streaks 11, a frictional force is generated between them, so that the springs 15 and 15 are prevented from springback and can be held without looseness. . Further, by using different diameter reinforcing bars for the ribs 11, the outer peripheral surfaces and ribs of the deformed reinforcing bars are hooked to each other, so that the spring back of the hooks 15 can be further prevented and the main bars 12 can be fixed more firmly.

[第二の実施形態の効果]
第二の実施形態に係る閉鎖型鉄筋によれば、第一の実施形態と同様の効果が得られることはもちろん、あばら筋11、11の各上部にフック15、15を設けたことにより鉄筋クリップ13を不要にすることができるという効果がある。
また、予めフック15、15を形成しておくことで、現場でフック15,15に主筋12,12を挿通し、さらにキャップタイ16を取り付けるのみで閉鎖型鉄筋の設置を済ませることができるという効果がある。
[Effect of the second embodiment]
According to the closed type reinforcing bar according to the second embodiment, the same effect as that of the first embodiment can be obtained, and the reinforcing bar clip is provided by providing the hooks 15 and 15 on the upper parts of the stirrups 11 and 11, respectively. There is an effect that 13 can be made unnecessary.
In addition, by forming the hooks 15 and 15 in advance, it is possible to finish the installation of the closed-type reinforcing bars only by inserting the main bars 12 and 12 into the hooks 15 and 15 and attaching the cap tie 16 at the site. There is.

以上のように、本発明の好ましい実施形態について詳述したが、本発明は係る特定の実施形態に限定されるものではなく、特許請求の範囲に記載された本発明の要旨の範囲内において、種々の変形・変更が可能であることはいうまでもない。例えば、上記各実施形態においては、主筋12、12をあばら筋11、11の内側に配置したが、あばら筋11、11の外側に配置して鉄筋クリップ13又は鉄筋クリップ17で固定しても良い。   As described above, the preferred embodiment of the present invention has been described in detail. However, the present invention is not limited to the specific embodiment, and within the scope of the gist of the present invention described in the claims, Needless to say, various modifications and changes are possible. For example, in each of the above embodiments, the main muscles 12 and 12 are arranged inside the stirrups 11 and 11, but may be arranged outside the stirrups 11 and 11 and fixed by the reinforcing bar clip 13 or the reinforcing bar clip 17. .

また、上記各実施形態においては、主筋12、12及びあばら筋11、11にリブを有する異形鉄筋を用いたが、本発明は異形鉄筋に限定されるものではない。   Further, in each of the above embodiments, the deformed reinforcing bars having ribs are used for the main reinforcing bars 12 and 12 and the stirrups 11 and 11, but the present invention is not limited to deformed reinforcing bars.

1 閉鎖型鉄筋
2 閉鎖型鉄筋
11 あばら筋
12 主筋
13 鉄筋クリップ
14 腹筋
15 フック
16 キャップタイ
17 鉄筋クリップ
20A 第一の角材
20B 第二の角材
20a V溝
30 折曲装置
31 ツメ
32 ガイド
40 折曲装置
41 基台
41a 掛止部
42 ロール
43 連結部
131 孔部
132 挿通孔
134 張出部
135 本体部
RB 鉄筋
DESCRIPTION OF SYMBOLS 1 Closed-type reinforcing bar 2 Closed-type reinforcing bar 11 Stirrup 12 Main bar 13 Reinforcing bar clip 14 Abdominal muscle 15 Hook 16 Cap tie 17 Reinforcing bar clip 20A First square bar 20B Second square bar 20a V groove 30 Bending device 31 Claw 32 Guide 40 Bending Device 41 Base 41a Hooking part 42 Roll 43 Connecting part 131 Hole part 132 Insertion hole 134 Overhang part 135 Body part RB Rebar

Claims (6)

主筋とあばら筋を連結して閉鎖型鉄筋を形成するための鉄筋クリップにおいて、
前記鉄筋クリップは、開口部が形成された断面略C字形状の孔部が設けられた本体部を備え、前記開口部が形成された前記本体部の両側開口端部をさらに延伸して形成すると共に延伸して形成された前記開口端部に前記孔部と直交する方向に断面略C字形状の挿通孔を形成してなり、前記孔部によって前記主筋を保持し、前記挿通孔によって前記あばら筋を保持することにより両者を連結可能としたことを特徴とする鉄筋クリップ。
In the reinforcing bar clip to connect the main bar and the stirrup to form a closed type reinforcing bar,
The reinforcing bar clip includes a main body provided with a hole having a substantially C-shaped cross section in which an opening is formed, and is formed by further extending both side opening ends of the main body in which the opening is formed. An insertion hole having a substantially C-shaped cross section is formed in a direction perpendicular to the hole portion at the opening end portion formed by stretching together with the hole, the main bar is held by the hole portion, and the ribs are formed by the insertion hole. Reinforcing bar clip characterized in that both can be connected by holding the streak.
請求項1に記載の鉄筋クリップにおいて、
前記挿通孔が形成された開口端部の一方側に当該挿通孔の中心軸方向に沿って張り出した張出部を設けたことを特徴とする鉄筋クリップ。
The reinforcing bar clip according to claim 1,
A reinforcing bar clip, characterized in that an overhanging portion is provided on one side of an opening end portion in which the insertion hole is formed, along the center axis direction of the insertion hole.
鉄筋を折り曲げることによって全体を矩形状又は略U字状に形成した複数のあばら筋を所定の間隔で一列に配設し、矩形状の前記あばら筋の所定の角部に主筋を配置し、前記主筋と前記あばら筋とを請求項1に記載の鉄筋クリップによって連結し、又は請求項2に記載の鉄筋クリップの場合にあってはあばら筋の折り曲げ位置とは反対側に前記張出部が位置するようにして配置して連結することによって形成された閉鎖型鉄筋。   A plurality of stirrups formed in a rectangular shape or a substantially U-shape by bending a reinforcing bar are arranged in a row at a predetermined interval, a main bar is disposed at a predetermined corner of the rectangular stirrup, The main bar and the stirrup are connected by the reinforcing bar clip according to claim 1, or in the case of the reinforcing bar clip according to claim 2, the overhanging part is located on the side opposite to the bending position of the stirrup. A closed rebar formed by arranging and connecting in this way. 鉄筋を折り曲げることによって全体をU字形状に形成した複数のあばら筋を所定の間隔で一列に配設し、U字状の前記あばら筋の角部にそれぞれ主筋を配置すると共に、前記あばら筋の開放側端部側に配置された主筋を前記あばら筋の当該開放端部側を折り曲げることによって固定し、さらに、前記あばら筋の上部にキャップタイを取り付けた閉鎖型鉄筋において、
前記あばら筋の角部に配置した前記主筋を請求項1又は2に記載の鉄筋クリップによって前記あばら筋と連結し、さらに、前記あばら筋の開放端部側に配置された主筋を225°の折り曲げ角度で形成したループ形状のフックによって固定したことを特徴とする閉鎖型鉄筋。
A plurality of stirrups that are formed in a U shape by bending the reinforcing bars are arranged in a row at predetermined intervals, and main bars are respectively arranged at corners of the U-shaped stirrups, and In the closed-type reinforcing bar in which the main bar arranged on the open side end side is fixed by bending the open end side of the stirrup, and a cap tie is attached to the upper part of the stirrup,
The main muscle arranged at the corner of the stirrup is connected to the stirrup by the reinforcing bar clip according to claim 1, and the main muscle arranged at the open end side of the stirrup is further bent at 225 °. A closed type reinforcing bar fixed by a loop-shaped hook formed at an angle.
鉄筋を折り曲げることによって全体を矩形状又は略U字状に形成した複数のあばら筋を所定の間隔に配置するステップと、
前記複数のあばら筋の所定箇所に主筋をそれぞれ所定間隔に配置するステップと、
前記あばら筋と前記主筋が交差する部分を請求項1又は2に記載の鉄筋クリップによって連結するステップと、
予め設定した曲げ位置で前記腹筋の曲げ加工を順次施してU字形状又は矩形形状にするステップと、
を含み構成されたことを特徴とする閉鎖型鉄筋の製造方法。
Arranging a plurality of stirrups formed in a rectangular shape or a substantially U shape by bending the reinforcing bars at a predetermined interval;
Disposing main muscles at predetermined intervals in predetermined locations of the plurality of stirrups,
Connecting the portion where the stirrup and the main bar intersect with the reinforcing bar clip according to claim 1,
Sequentially applying the abdominal muscles at a preset bending position to form a U shape or a rectangle;
A closed-type reinforcing bar manufacturing method characterized by comprising:
請求項5に記載の閉鎖型鉄筋の製造方法において、
さらに、前記腹筋をU字形状にしたとした場合にあっては、その曲げ加工の前又は後のステップとして、前記あばら筋の開放端部をそれぞれ225°に折り曲げてフックを形成するステップをさらに備えていることを特徴とする閉鎖型鉄筋の製造方法。
In the manufacturing method of the closed type reinforcing bar according to claim 5,
Further, in the case where the abdominal muscles are U-shaped, as a step before or after the bending process, a step of forming hooks by bending the open ends of the stirrups to 225 ° respectively. A closed-type reinforcing bar manufacturing method comprising:
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CN113622682A (en) * 2021-09-02 2021-11-09 北京建筑大学 Sliding pad for assisting in moving stirrups in reinforcement binding process and application

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