JP2006104792A - Cage - Google Patents

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JP2006104792A
JP2006104792A JP2004293672A JP2004293672A JP2006104792A JP 2006104792 A JP2006104792 A JP 2006104792A JP 2004293672 A JP2004293672 A JP 2004293672A JP 2004293672 A JP2004293672 A JP 2004293672A JP 2006104792 A JP2006104792 A JP 2006104792A
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vertical
bars
horizontal
reinforcements
assembly
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JP4235596B2 (en
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Akira Hayashi
明 林
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HAYASHI SEIKO KK
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HAYASHI SEIKO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To prevent the locking of vertical and horizontal reinforcements from being put into an imperfect state by vibrations of an earthquake etc., and to prevent the vertical and horizontal reinforcements from being put into a distorted state when the vertical and horizontal reinforcements are locked to one another, in the case of a conventional cage. <P>SOLUTION: In this assembly type cage, at least three circular arc surface-shaped assemblies are formed by vertically and horizontally assembling the linear vertical reinforcements with the arc-shaped horizontal reinforcements; a hook part, which is engaged with the vertical reinforcement at the other end of the adjacent assembly, is formed at one end of the horizontal reinforcement which constitutes each of the assemblies; the assembly is made cylindrical by engaging each of the hook parts with the vertical reinforcement; and after that, a plurality of loop reinforcements are fixed by being arranged on a cylindrical inside. The vertical reinforcements are joined by welding respective points which are intersected with the two horizontal reinforcements arranged to the upper or lower ends of the vertical reinforcements, and locked by binding respective points which are intersected with the other horizontal reinforcements, so that the locking of the vertical and horizontal reinforcements can be prevented from being put into the imperfect state by the vibrations of the earthquake etc., and so that the vertical and horizontal reinforcements can be prevented from being put into the distorted state when the vertical and horizontal reinforcements are locked to one another. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、例えば、コンクリート柱、橋梁柱、現場打ちの杭または柱の鉄骨を包囲する円筒状コンクリート体等における鉄筋として使用される鉄筋篭に関するものである。   The present invention relates to a reinforcing bar rod used as a reinforcing bar in, for example, a concrete column, a bridge column, a cast-in-place pile, or a cylindrical concrete body surrounding a column steel frame.

この種の技術としては、例えば、直線状の縦筋と、円弧状の横筋とを縦横に組んでその交点を溶接部により溶接して少なくとも3個の円弧面状の組立体を形成し、各組立体を構成する横筋の一方の端部には隣接する組立体の他方の端部の縦筋に係合する鉤部を形成し、これら鉤部をそれぞれ縦筋に係合させて組立体を円筒状にした後に、複数のループ筋を円筒状の内側に配設して固定する円筒状鉄筋組立枠がある(特許文献1参照)。   As this type of technology, for example, a straight vertical line and an arc-shaped horizontal line are assembled vertically and horizontally, and the intersection is welded by a welded portion to form at least three arc-shaped assemblies, At one end portion of the horizontal stripes constituting the assembly, a hook portion is formed that engages with the vertical stripe at the other end portion of the adjacent assembly, and the hook portion is engaged with the vertical stripe respectively to assemble the assembly. There is a cylindrical reinforcing bar assembly frame in which a plurality of loop bars are disposed and fixed inside a cylindrical shape after being made cylindrical (see Patent Document 1).

この特許文献1の公知技術は、同一出願人によるものであり、縦筋と横筋との全ての交点を溶接して接合しているものである。   The known technique of this patent document 1 is based on the same applicant, and welds and joins all the intersections of the vertical and horizontal bars.

また、縦筋と横筋とを溶接以外の方法で固定させる方法としては、例えば、鉄筋の端部を突き合わせ溶接して閉断面としたせん断補強筋を予め主筋に通して主筋の基端側に一箇所にまとめておき、これらのせん断補強筋の内、少なくとも一つを主筋に沿って移動させて主筋の位置不安定部に固定して主筋の位置決めを行なった後、残りのせん断補強筋を所定位置まで移動させ、主筋に固定する環状筋による鉄筋の組み立て工法がある(特許文献2参照)。   In addition, as a method of fixing the vertical and horizontal bars by a method other than welding, for example, a shear reinforcing bar having a closed cross-section by butt welding the ends of the reinforcing bars is passed through the main bar in advance and connected to the base end side of the main bar. After the main bars are positioned by fixing at least one of these shear reinforcement bars along the main bars and fixing them to the unstable position of the main bars, the remaining shear reinforcement bars are set in place. There is an assembling method of reinforcing bars by annular bars that are moved to a position and fixed to the main bars (see Patent Document 2).

この特許文献2の公知技術においては、せん断補強筋を予め柱、梁などの鉄筋コンクリート構造物の断面形状にあわせて工場で曲げ加工し、その端部をフラッシュバット溶接する、即ち、両端部を溶接して環状にしている。   In the known technique of Patent Document 2, a shear reinforcement bar is bent at a factory in advance according to the cross-sectional shape of a reinforced concrete structure such as a column or a beam, and its ends are flash-butt welded, that is, both ends are welded. To make it circular.

そして、前記環状に形成したせん断補強筋(横筋)を4本の主筋(縦筋)に結束線を用いて固定する、即ち、せん断補強筋と主筋との全ての交点を結束線を用いて固定するものであり、この環状のせん断補強筋を4本の主筋に固定する構成から理解できるように、断面の直径が比較的小径の鉄筋コンクリート構造物に用いるものである。   Then, the annular reinforcing bars (lateral bars) are fixed to the four main bars (longitudinal bars) using binding lines, that is, all the intersections of the shear reinforcing bars and the main bars are fixed using binding lines. As can be understood from the configuration in which the annular shear reinforcement is fixed to the four main reinforcements, it is used for a reinforced concrete structure having a relatively small cross-sectional diameter.

特許第3313145号公報Japanese Patent No. 3313145 特公平4−20054号公報Japanese Patent Publication No.4-20054

しかしながら、前記特許文献1の公知技術においては、縦筋と横筋との全ての交点を溶接して接合しているため、例えば、地震等の振動により、前記溶接した交点の溶接部に亀裂等が生じて縦筋と横筋との係止が不完全になり、本来の鉄筋枠としての機能を果たさなくなるという問題点を有している。   However, in the known technique of Patent Document 1, since all the intersections of the vertical and horizontal stripes are welded and joined, for example, due to vibration such as an earthquake, a crack or the like is generated in the welded portion of the welded intersection. As a result, there is a problem that the vertical bars and the horizontal bars are not completely locked, and the original function as a reinforcing bar frame is not achieved.

また、前記特許文献2の公知技術においては、せん断補強筋と主筋との全ての交点を結束線を用いて固定する構成であるため、結束線による固定前のせん断補強筋と主筋との状態が不安定になり、歪んだ状態で固定されることがあり、特に、断面の直径が比較的大径の鉄筋コンクリート構造物に使用する鉄筋篭、例えば、前記特許文献1の公知技術のように、少なくとも3個の円弧面状の組立体からなる円筒状鉄筋組立枠において、縦筋と横筋との全ての交点を結束線を用いて固定する構成にした場合には、該縦筋と横筋との位置関係にズレが生じて組立体の全体に歪みが生じることがあるという問題点を有している。   Moreover, in the well-known technique of the said patent document 2, since it is the structure which fixes all the intersections of a shear reinforcement and a main reinforcement using a binding line, the state of the shear reinforcement and the main reinforcement before fixation by a binding line is the state. It may become unstable and may be fixed in a distorted state, in particular, a reinforcing bar rod used for a reinforced concrete structure having a relatively large cross-sectional diameter, for example, at least as in the known technique of Patent Document 1 In a cylindrical reinforcing bar assembly frame composed of three arcuate plane assemblies, when all the intersections of the vertical and horizontal bars are fixed using binding lines, the positions of the vertical and horizontal bars There is a problem in that the entire assembly may be distorted due to a deviation in the relationship.

従って、従来の鉄筋篭においては、地震等の振動に対して、縦筋と横筋とにおける係止が不完全な状態にならないようにし、且つ、縦筋と横筋とを係止させる際に、これら縦筋と横筋とが歪んだ状態にならないようにするということに解決しなければならない課題を有している。   Therefore, in the conventional reinforcing bar rod, it is necessary to prevent the vertical and horizontal bars from being incompletely locked against vibrations such as earthquakes, and to lock the vertical and horizontal bars. There is a problem to be solved by preventing the vertical and horizontal stripes from being distorted.

上記した従来例の課題を解決する具体的手段として本発明に係る鉄筋篭は、直線状の縦筋と、円弧状の横筋とを縦横に組んだ少なくとも3個の円弧面状の組立体を形成し、各組立体を構成する横筋の一方の端部には隣接する組立体の他方の端部の縦筋に係合する鉤部を形成し、これら鉤部をそれぞれ縦筋に係合させて組立体を円筒状にした後に、複数のループ筋を円筒状の内側に配設して固定する組立式の鉄筋篭であって、前記縦筋は、該縦筋の上部または下部の端部寄りに配設する二本の横筋とのそれぞれの交点を溶接して接合し、他の横筋とのそれぞれの交点を結束して係止することを最も主要な特徴とする。   As a concrete means for solving the problems of the conventional example described above, the reinforcing bar rod according to the present invention forms at least three arcuate plane assemblies in which straight vertical bars and arc-shaped horizontal bars are assembled vertically and horizontally. In addition, a hook portion that engages with the vertical stripe of the other end portion of the adjacent assembly is formed at one end portion of the horizontal stripe constituting each assembly, and these hook portions are respectively engaged with the vertical stripe. An assembly-type reinforcing bar rod in which a plurality of loop bars are arranged and fixed inside a cylinder after the assembly is cylindrical, and the vertical bars are close to the upper or lower end of the vertical bars. The most important feature is that the respective intersections with the two horizontal bars arranged in the above are welded and joined, and the respective intersections with the other horizontal bars are bound and locked.

本発明に係る鉄筋篭は、直線状の縦筋と、円弧状の横筋とを縦横に組んだ少なくとも3個の円弧面状の組立体を形成し、各組立体を構成する横筋の一方の端部には隣接する組立体の他方の端部の縦筋に係合する鉤部を形成し、これら鉤部をそれぞれ縦筋に係合させて組立体を円筒状にした後に、複数のループ筋を円筒状の内側に配設して固定する組立式の鉄筋篭であって、前記縦筋は、該縦筋の上部または下部の端部寄りに配設する二本の横筋とのそれぞれの交点を溶接して接合し、他の横筋とのそれぞれの交点を結束して係止することにより、地震等の振動に対して、縦筋と横筋とにおける係止が不完全な状態にならないようにできると共に、縦筋と横筋とを係止させる際に、これら縦筋と横筋とが歪んだ状態にならないようにすることができるという優れた効果を奏する。   The reinforcing bar rod according to the present invention forms at least three arcuate surface assemblies in which straight vertical bars and arc-shaped horizontal bars are vertically and horizontally assembled, and one end of the horizontal bars constituting each assembly. Forming a hook portion engaging with the vertical bar at the other end of the adjacent assembly, and then engaging the hook bar with the vertical bar to make the assembly cylindrical, and then a plurality of loop bars Is an assembly-type reinforcing bar that is arranged and fixed inside the cylinder, wherein the vertical bars are intersecting points of two horizontal bars arranged near the upper or lower end of the vertical bars. By joining and joining each other crossing point with the other horizontal bars, the vertical bars and the horizontal bars will not be incompletely locked against vibrations such as earthquakes. It is possible to prevent the vertical and horizontal bars from becoming distorted when locking the vertical and horizontal bars. Exhibits an excellent effect that kill.

次に、本発明を具体的な実施の形態に基づいて詳しく説明する。
本発明の実施の形態に係る鉄筋篭1の略示的な斜視図を図1に示し、該鉄筋篭1を構成する組立体2a、2b、2cのうち1つの組立体2aを略示的に示した斜視図を図2に示し、その平面図を図3に示す。なお、組立体2a、2b、2cにおいては、いずれも同様の構成であるため、代表して組立体2aを用いて説明し、組立体2b、2cについては説明を省略する。
Next, the present invention will be described in detail based on specific embodiments.
A schematic perspective view of a reinforcing bar rod 1 according to an embodiment of the present invention is shown in FIG. 1, and one of the assemblies 2 a, 2 b, 2 c constituting the reinforcing bar rod 1 is schematically shown. The perspective view shown is shown in FIG. 2, and its plan view is shown in FIG. Since the assemblies 2a, 2b, and 2c have the same configuration, the assembly 2a is representatively described, and the descriptions of the assemblies 2b and 2c are omitted.

この鉄筋篭1は3個の組立体2a、2b、2cで構成される例を示してあるが、本願は3つに限らず、3個以上の4個,5個,6個にしてもよい。また、これら組立体の大きさについては、好ましくは同じ大きさに形成した方が良く、例えば、その大きさが多少異なっていても良いのである。   Although this reinforcing bar 1 is shown as an example composed of three assemblies 2a, 2b, 2c, the present application is not limited to three, and may be three, four, five, or six. . Further, the sizes of these assemblies are preferably formed in the same size, for example, the sizes may be slightly different.

組立体2aの構成は、複数本の直線状の縦筋3を所定間隔をもって配列し、該縦筋3の上部または下部の端部寄り(図においては、下部の端部寄り)に二本の円弧状の横筋4aを所定間隔をもって配設し、該二本の円弧状の横筋4aと前記複数本の直線状の縦筋3との交点を溶接して接合する。この際、縦筋3の上部側には、鉄筋篭1の上部に積み重ねられる次の鉄筋篭1の縦筋3の下部側と結合しやすくするため、縦筋3の上部側の所定の長さ内に横筋4aを配設させないことが好ましい。   The assembly 2a has a configuration in which a plurality of linear vertical bars 3 are arranged at a predetermined interval, and two vertical bars 3 are arranged near the upper or lower end of the vertical bars 3 (near the lower end in the figure). Arc-shaped horizontal stripes 4a are arranged at a predetermined interval, and the intersections of the two arc-shaped horizontal stripes 4a and the plurality of straight vertical stripes 3 are welded and joined. At this time, the upper side of the vertical bar 3 has a predetermined length on the upper side of the vertical bar 3 so that it can be easily coupled to the lower side of the vertical bar 3 of the next bar 1 stacked on the upper side of the vertical bar 1. It is preferable not to arrange the horizontal stripes 4a inside.

このように二本の円弧状の横筋4aと前記複数本の直線状の縦筋3とをそれぞれの交点で溶接して接合させることにより、該縦筋3が二本の横筋4aと接合しているので捻れ等が生じなくなって、前記縦筋3と横筋4aとが歪んだ状態にならないのである。   In this way, by welding the two arcuate horizontal bars 4a and the plurality of straight vertical bars 3 at the respective intersections, the vertical bars 3 are bonded to the two horizontal bars 4a. As a result, twisting or the like does not occur, and the vertical and horizontal stripes 3 and 4a do not become distorted.

そして、前記横筋4aと縦筋3との交点を溶接して接合させた後、該縦筋3に前記横筋4aの他の複数本の円弧状の横筋4bを所定間隔をもって配設し、これら縦筋3と横筋4bとのそれぞれの交点を結束して係止して円弧面状の組立体2aを形成するものである。   Then, after the intersections of the horizontal bars 4a and the vertical bars 3 are welded and joined, another plurality of arc-shaped horizontal bars 4b are arranged on the vertical bars 3 at predetermined intervals. The intersecting points of the streak 3 and the horizontal streak 4b are bound and locked to form an arcuate-shaped assembly 2a.

このように縦筋3と横筋4bとの交点をそれぞれ結束して係止させることにより、例えば、地震等の振動が生じた場合であっても、縦筋3と横筋4bとにおける係止が不完全な状態にならないようにできるのである。   Thus, by binding and locking the intersections of the vertical bars 3 and the horizontal bars 4b, for example, even when a vibration such as an earthquake occurs, the vertical bars 3 and the horizontal bars 4b are not locked. You can prevent it from becoming perfect.

これら縦筋3と横筋4bとの交点の結束には、例えば、番線等を用いて結束すれば良い。また、円弧状の横筋4a、4bは、一方の端部を長めにしてその端部に鉤部5を形成したものである。   In order to bind the intersections of the vertical bars 3 and the horizontal bars 4b, for example, a number line may be used. Further, the arc-shaped horizontal stripes 4a and 4b are formed by extending one end and forming a flange portion 5 at the end.

このように形成された組立体2aは、図1に示したように、隣接する組立体同士、例えば、組立体2aと組立体2bとで鉤部5をそれぞれ他方の端部の最端部に位置する縦筋3に引っ掛けて係合させることにより、全体として円筒状を呈する鉄筋篭1を形成することができるのである。なお、この鉤部5は、横筋4a、4bの一端部側にのみ形成させても良いが、他端側にも形成し、該他端側の鉤部5を最端部の縦筋3に巻き付けるように形成して、縦筋3と横筋4a、4bとの結合をより強固にすることが好ましい。   As shown in FIG. 1, the assembly 2 a formed in this way has adjacent flanges, for example, an assembly 2 a and an assembly 2 b, with the flange 5 at the extreme end of the other end. By hooking and engaging the longitudinal bars 3 that are positioned, the reinforcing bar rod 1 that has a cylindrical shape as a whole can be formed. The flange 5 may be formed only on one end side of the horizontal bars 4a and 4b, but it is also formed on the other end side, and the flange 5 on the other end side is formed on the vertical stripe 3 at the end. It is preferable to form it so as to be wound so that the connection between the vertical stripes 3 and the horizontal stripes 4a and 4b is made stronger.

この場合に、各組立体2a、2b、2cは、一方の端部に鉤部5が形成されているので、その鉤部5を隣接する組立体の最端部に位置する縦筋3の内側に差し込み、組立体を周方向に移動させるだけで鉤部5と縦筋3とが簡単に引っ掛かるのであり、係合・組立作業が極めて容易に行えるのである。   In this case, since each assembly 2a, 2b, 2c has a flange 5 formed at one end, the inner side of the vertical bar 3 positioned at the extreme end of the adjacent assembly. The hook 5 and the vertical bar 3 are easily hooked by simply inserting the assembly into the circumferential direction and moving the assembly in the circumferential direction, and the engagement and assembly work can be performed very easily.

この場合に、3個の組立体2a、2b、2cが全体として重量があって、円筒状に組み上げることが困難である場合には、組立体を伏せた状態にし、組立体2bの両側に組立体2a、2cの鉤部5を引掛けると共に鉤部5を潰して各組立体A,B,Cを連結すると全体が連結され、クレーンで中央の組立体2bを吊り上げると両側の組立体2a、2cは垂れ下がって接近し、自然に円柱状に組み立てることができ、組立体2a、2cの端部を連結すると全体は変形することがないので、強度があるものである。   In this case, when the three assemblies 2a, 2b and 2c are heavy as a whole and it is difficult to assemble them into a cylindrical shape, the assembly is turned down and assembled on both sides of the assembly 2b. When the hooks 5 of the three-dimensional bodies 2a and 2c are hooked and the hooks 5 are crushed to connect the assemblies A, B and C, the whole is connected. 2c hangs down and approaches, and can be assembled into a cylindrical shape naturally. When the ends of the assemblies 2a and 2c are connected, the whole is not deformed, so that it has strength.

なお、本発明に係る鉄筋篭1の組立体2a、2b、2cに用いる横筋4a、4bは、予め円弧状に形成したものを用いることに限定するものではなく、例えば、図4に示したように、直線状の縦筋3に直線状の横筋4a、4bを接合・係止した後に、該直線状の横筋4a、4bを円弧状の曲げるようにしても良い。   Note that the horizontal bars 4a and 4b used for the assemblies 2a, 2b and 2c of the reinforcing bar rod 1 according to the present invention are not limited to those formed in an arc shape in advance, for example, as shown in FIG. Further, after joining the linear transverse bars 4a and 4b to the straight longitudinal bars 3, the linear transverse bars 4a and 4b may be bent in an arc shape.

本発明の実施の形態に係る鉄筋篭を略示的に示した斜視図である。1 is a perspective view schematically showing a reinforcing bar rod according to an embodiment of the present invention. 同鉄筋篭を構成する組立体のうちの1つを略示的に示した斜視図である。It is the perspective view which showed schematically one of the assemblies which comprise the same reinforcing bar rod. 同鉄筋篭を構成する組立体を略示的に示した平面図である。It is the top view which showed schematically the assembly which comprises the same reinforcing steel bar. 同鉄筋篭を構成する組立体を直線状の横筋を用いて形成した場合を略示的に示した平面図である。It is the top view which showed schematically the case where the assembly which comprises the same reinforcing steel rod is formed using the linear transverse bar.

符号の説明Explanation of symbols

1 鉄筋篭
2a、2b、2c 組立体
3 縦筋
4a、4b 横筋
5 鉤部
1 rebar bar 2a, 2b, 2c assembly 3 vertical bar 4a, 4b horizontal bar 5 buttock

Claims (1)

直線状の縦筋と、円弧状の横筋とを縦横に組んだ少なくとも3個の円弧面状の組立体を形成し、各組立体を構成する横筋の一方の端部には隣接する組立体の他方の端部の縦筋に係合する鉤部を形成し、これら鉤部をそれぞれ縦筋に係合させて組立体を円筒状にした後に、複数のループ筋を円筒状の内側に配設して固定する組立式の鉄筋篭であって、
前記縦筋は、該縦筋の上部または下部の端部寄りに配設する二本の横筋とのそれぞれの交点を溶接して接合し、他の横筋とのそれぞれの交点を結束して係止すること
を特徴とする鉄筋篭。
At least three arcuate surface assemblies are formed by assembling straight vertical bars and arc-shaped horizontal bars vertically and horizontally, and at one end of the horizontal bars constituting each assembly, an adjacent assembly After forming hooks that engage with the vertical bars at the other end, and engaging the hooks with the vertical bars to make the assembly cylindrical, a plurality of loop bars are arranged inside the cylinder. It is an assembly-type reinforcing bar that is fixed
The vertical bars are joined by joining the intersections of two horizontal bars arranged near the end of the upper or lower part of the vertical bars, and binding and locking the intersections of the other horizontal bars. Reinforced steel rod characterized by doing.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0420054B2 (en) * 1984-04-03 1992-03-31 Hiroshi Suwa
JPH0644856U (en) * 1992-03-02 1994-06-14 有限会社西山鉄網製作所 Building rebar unit
JPH09177247A (en) * 1995-12-25 1997-07-08 Takenaka Komuten Co Ltd Method for forming reinforcing bar cage in unit system for cast-in-site pile
JP3313145B2 (en) * 1992-07-17 2002-08-12 林精工株式会社 Cylindrical reinforcing frame

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0420054B2 (en) * 1984-04-03 1992-03-31 Hiroshi Suwa
JPH0644856U (en) * 1992-03-02 1994-06-14 有限会社西山鉄網製作所 Building rebar unit
JP3313145B2 (en) * 1992-07-17 2002-08-12 林精工株式会社 Cylindrical reinforcing frame
JPH09177247A (en) * 1995-12-25 1997-07-08 Takenaka Komuten Co Ltd Method for forming reinforcing bar cage in unit system for cast-in-site pile

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