JPH0842063A - Equipment and method of connecting reinforcing bar and joint for connecting reinforcing bar - Google Patents
Equipment and method of connecting reinforcing bar and joint for connecting reinforcing barInfo
- Publication number
- JPH0842063A JPH0842063A JP20009094A JP20009094A JPH0842063A JP H0842063 A JPH0842063 A JP H0842063A JP 20009094 A JP20009094 A JP 20009094A JP 20009094 A JP20009094 A JP 20009094A JP H0842063 A JPH0842063 A JP H0842063A
- Authority
- JP
- Japan
- Prior art keywords
- welding
- joint
- pair
- reinforcing bar
- reinforcing bars
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、一対の鉄筋を直線状に
連結する装置,方法およびこの連結に用いられる継手に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus and method for linearly connecting a pair of reinforcing bars and a joint used for this connection.
【0002】[0002]
【従来の技術】鉄筋コンクリート建造物の建築現場で異
形鉄筋同士を連結する方法の一つとして溶接がある。従
来の溶接方法では、図6に示すような保持金具50を用
いている。この保持金具50は、一対の筒形状の収容部
51と、この収容部51を連ねる連結部52とを有して
いる。この保持金具50の一対の収容部51に、一対の
鉄筋1の端部をそれぞれ収容することで、鉄筋1同士を
直線状に揃える。この後で、アーク溶接等により鉄筋1
同士を溶接する。すなわち、アーク溶接機の電極棒を溶
かして、鉄筋1の端面間に埋め込むのである。2. Description of the Related Art Welding is one of the methods for connecting deformed rebars at a construction site of a reinforced concrete building. In the conventional welding method, the holding metal fitting 50 as shown in FIG. 6 is used. The holding metal fitting 50 has a pair of cylindrical housing portions 51 and a connecting portion 52 that connects the housing portions 51. By accommodating the end portions of the pair of reinforcing bars 1 in the pair of accommodating portions 51 of the holding metal fitting 50, the reinforcing bars 1 are aligned linearly. After this, rebar 1 by arc welding etc.
Weld each other. That is, the electrode rod of the arc welding machine is melted and embedded between the end faces of the reinforcing bar 1.
【0003】[0003]
【発明が解決しようとする課題】上述した従来の方法で
は、鉄筋1の端面間に溶接金属55を埋め込んで溶接す
るため、溶接面積がほぼ鉄筋1の端面の面積に限定さ
れ、溶接強度を高めることができず、特に引っ張り強度
が不十分となる場合があった。一般に鉄筋コンクリート
では、引っ張り荷重に対しては鉄筋が受け持つので、特
に鉄筋1の連結部での引っ張り強度は重要であり、改善
が望まれていた。In the above-mentioned conventional method, since the weld metal 55 is embedded between the end faces of the reinforcing bar 1 and welded, the welding area is limited to the area of the end face of the reinforcing bar 1 to enhance the welding strength. In some cases, the tensile strength was not sufficient and the tensile strength was particularly insufficient. Generally, in reinforced concrete, since the reinforcing bar bears the tensile load, the tensile strength at the connecting portion of the reinforcing bar 1 is particularly important, and improvement has been desired.
【0004】[0004]
【課題を解決するための手段】本発明は上記課題を解決
するためになされたものであり、請求項1の発明は、一
対の異形鉄筋を直線状に連結する装置であって、(イ)
上記一対の鉄筋の端部を収容する収容部を両側部に有
し、これら収容部の周壁に溶接用孔を形成してなるスリ
ーブ状の継手と、(ロ)上記継手の溶接用孔に埋められ
て、上記鉄筋と継手とを連結する溶接金属と、を備えた
ことを特徴とする。請求項2の発明は、一対の異形鉄筋
を直線状に連結する方法であって、(イ)長手方向の両
側部に一対の収容部を有し、これら収容部の周壁に溶接
用孔を形成してなるスリーブ状の継手を用意し、(ロ)
上記一対の鉄筋の端部を継手の一対の収容部にそれぞれ
収容して、鉄筋の外周面の一部を溶接用孔から露出さ
せ、(ハ)継手の溶接用孔にアーク溶接機の電極棒を差
し込んで、アーク放電を行なうことにより、この電極棒
を溶かして溶接用孔に埋めることにより、上記鉄筋と継
手とを溶接することを特徴とする。請求項3の発明は、
一対の異形鉄筋を直線状に連結する際に用いられる継手
であって、スリーブ形状をなし、長手方向の両側部に上
記一対の鉄筋の端部をそれぞれ収容するための一対の収
容部を有し、これら収容部の周壁に溶接用孔を形成した
ことを特徴とする。請求項4の発明は、請求項3に記載
の鉄筋連結用継手において、上記溶接用孔が長手方向に
延びることを特徴とする。請求項5の発明は、請求項4
に記載の鉄筋連結用継手において、上記一対の収容部の
溶接用孔が互いに一直線上に連なっていることを特徴と
する。請求項6の発明は、請求項3〜5のいずれかに記
載の鉄筋連結用継手において、上記溶接用孔が収容部の
周方向に等しい角度間隔で複数形成されていることを特
徴とする。The present invention has been made to solve the above-mentioned problems, and the invention of claim 1 is a device for linearly connecting a pair of deformed reinforcing bars.
A sleeve-shaped joint having accommodating portions for accommodating the ends of the pair of reinforcing bars on both sides, and welding holes formed in the peripheral walls of the accommodating portions, and (b) filling the welding holes of the joint. And a weld metal that connects the reinforcing bar and the joint to each other. The invention according to claim 2 is a method of linearly connecting a pair of deformed reinforcing bars, comprising: (a) a pair of accommodating portions on both sides in the longitudinal direction, and welding holes are formed in the peripheral walls of these accommodating portions. Prepare a sleeve-like joint made by
The ends of the pair of reinforcing bars are respectively accommodated in the pair of accommodating portions of the joint, a part of the outer peripheral surface of the reinforcing bar is exposed from the welding hole, and (c) the electrode rod of the arc welding machine is inserted into the welding hole of the joint. Is inserted and arc discharge is performed to melt the electrode rod and fill the welding hole to weld the reinforcing bar and the joint. The invention of claim 3 is
A joint used for linearly connecting a pair of deformed reinforcing bars, having a sleeve shape, and having a pair of accommodating portions for accommodating the ends of the pair of reinforcing bars on both sides in the longitudinal direction. It is characterized in that welding holes are formed in the peripheral walls of these accommodating portions. According to a fourth aspect of the present invention, in the reinforcing bar connecting joint according to the third aspect, the welding hole extends in the longitudinal direction. The invention of claim 5 relates to claim 4
In the joint for connecting the reinforcing bars according to the item (1), the welding holes of the pair of accommodating portions are connected to each other in a straight line. According to a sixth aspect of the present invention, in the reinforcing bar connecting joint according to any of the third to fifth aspects, a plurality of the welding holes are formed at equal angular intervals in the circumferential direction of the accommodating portion.
【0005】[0005]
【作用】請求項1〜3の発明では、溶接面積が溶接用孔
の面積により決定され鉄筋の端面の面積に限定されない
ので、溶接面積を大きくとることができる。しかも、溶
接用孔に埋め込まれる溶接金属と異形鉄筋のリブとの噛
み合い構造が得られる。これらの理由により、鉄筋連結
部での引っ張り強度が大幅に向上する。請求項4では、
溶接用孔が継手の長手方向に延びているので、継手自体
の引っ張り強度を弱めることなく溶接面積を大きくとる
ことができる。また、アーク溶接機を用いる場合には、
電極棒をこの溶接用孔に沿って移動させながら溶接を行
えるので、作業性を向上できる。請求項5では、一対の
収容部の溶接用孔が一直線状に連なっているので、上記
アーク溶接機を用いる場合には、電極棒をこの連なった
溶接用孔に沿って移動させながら溶接を行えるので、作
業性をより一層向上できる。請求項6では、溶接箇所が
周方向に等しい角度間隔となるので、引っ張り荷重を均
等に分散させることができ、引っ張り強度をさらに向上
させることができる。In the inventions of claims 1 to 3, the welding area is determined by the area of the welding hole and is not limited to the area of the end face of the reinforcing bar, so that the welding area can be made large. Moreover, a meshing structure of the weld metal embedded in the welding hole and the rib of the deformed bar can be obtained. For these reasons, the tensile strength at the reinforcing bar connecting portion is significantly improved. In claim 4,
Since the welding holes extend in the longitudinal direction of the joint, the welding area can be increased without reducing the tensile strength of the joint itself. When using an arc welder,
Since welding can be performed while moving the electrode rod along the welding hole, workability can be improved. In the present invention, since the welding holes of the pair of accommodating portions are connected in a straight line, when the arc welding machine is used, welding can be performed while moving the electrode rod along the connecting welding holes. Therefore, workability can be further improved. In the sixth aspect, since the welded portions have the same angular interval in the circumferential direction, the tensile load can be evenly distributed, and the tensile strength can be further improved.
【0006】[0006]
【実施例】以下、本発明の一実施例を図1〜図3(A)
を参照して説明する。異形鉄筋1を連結するために鉄製
(金属製)の継手10が用意される。この継手10は、
スリーブ形状をなしており、この継手10の左右半分ず
つ(長手方向の両側部)が一対の収容部11として提供
されている。各収容部11の周壁には、2つの溶接用孔
12が形成されている。これら溶接用孔12は、図3
(A)に示すように、互いに収容部11の周方向に18
0°離れて形成されており、図1,図2に示すように、
継手10の長手方向に延びている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIGS.
Will be described with reference to. An iron (metal) joint 10 is prepared for connecting the deformed bars 1. This joint 10
It has a sleeve shape, and left and right halves of the joint 10 (both sides in the longitudinal direction) are provided as a pair of accommodating portions 11. Two welding holes 12 are formed in the peripheral wall of each accommodation portion 11. These welding holes 12 are shown in FIG.
As shown in FIG.
They are formed 0 ° apart, and as shown in FIGS. 1 and 2,
It extends in the longitudinal direction of the joint 10.
【0007】上記継手10の一対の収容部11に、それ
ぞれ一対の鉄筋1の端部が収容される。これにより、一
対の鉄筋1は一直線状に配置される。この状態で、鉄筋
1の外周面の一部が溶接用孔12から露出する。なお、
鉄筋1の端面同士は接する場合もあるし若干離れる場合
もある。The ends of the pair of reinforcing bars 1 are housed in the pair of housing portions 11 of the joint 10, respectively. As a result, the pair of reinforcing bars 1 are arranged in a straight line. In this state, a part of the outer peripheral surface of the reinforcing bar 1 is exposed from the welding hole 12. In addition,
The end faces of the reinforcing bar 1 may contact each other or may be separated from each other.
【0008】次に、アーク溶接機の電極棒15の先端部
を図2に示すように、溶接用孔12の一端に挿入した状
態で、アーク放電させながら溶接用孔12に沿って溶接
用孔12の他端まで移動させる。その結果、電極棒15
の先端部が溶けて溶接用孔12に埋められる。このよう
にしてできた溶接金属16により、継手10と各鉄筋1
との溶接がなされ、ひいては鉄筋1同士が継手10を介
して連結される。なお、この溶接作業は電極棒15を継
手10の長手方向に移動させることにより、簡単に行う
ことができる。Next, as shown in FIG. 2, with the tip of the electrode rod 15 of the arc welding machine inserted into one end of the welding hole 12, the welding hole 12 is welded along the welding hole 12 while arcing. Move to the other end of 12. As a result, the electrode rod 15
Is melted and filled in the welding hole 12. With the weld metal 16 thus formed, the joint 10 and each rebar 1
Are welded to each other, and the reinforcing bars 1 are connected to each other via the joint 10. The welding operation can be easily performed by moving the electrode rod 15 in the longitudinal direction of the joint 10.
【0009】上記連結装置では、溶接面積すなわち溶接
用孔12の総面積を鉄筋1の端面の面積より遥かに大き
くすることができるので、溶接強度が大となり、鉄筋1
の長手方向に働く引っ張り荷重に対する強度を向上させ
ることができる。また、溶接用孔12に埋め込まれる溶
接金属16と異形鉄筋1のリブ1aとの噛み合い構造が
得られため、この点からも引っ張り強度を大幅に向上さ
せることができる。また、溶接部位は、180°離れて
おり、引っ張り荷重を均等に分散させることができ、こ
の点からも引っ張り強度を向上させることができる。溶
接用孔12は長手方向に延びるため、継手10の全長に
わたり横断面積の著しい低下を招くことがなく、それ
故、継手10自体の引っ張り強度を大きく低下させるこ
となく、溶接面積を大きくすることができる。In the above connecting device, since the welding area, that is, the total area of the welding holes 12 can be made much larger than the area of the end face of the reinforcing bar 1, the welding strength becomes large and the reinforcing bar 1
It is possible to improve the strength against a tensile load acting in the longitudinal direction. Further, since the meshing structure of the weld metal 16 embedded in the welding hole 12 and the rib 1a of the deformed bar 1 is obtained, the tensile strength can be greatly improved also from this point. Further, since the welded portions are separated by 180 °, the tensile load can be evenly distributed, and from this point also, the tensile strength can be improved. Since the welding hole 12 extends in the longitudinal direction, the cross-sectional area is not significantly reduced over the entire length of the joint 10, and therefore the welding area can be increased without significantly reducing the tensile strength of the joint 10 itself. it can.
【0010】本発明は上記実施例に制約されず、種々の
態様が可能である。例えば、図3(B)に示すように、
各収容部において、4つの溶接用孔12を90°間隔で
形成して、それぞれに溶接金属16を埋め込むようにし
てもよい。溶接用孔12を3つまたは5つ以上周方向に
等しい角度間隔で形成してもよい。また、図4に示すよ
うに、一対の収容部11の溶接用孔12を連ねて一直線
状の長孔19としてもよい。この場合、アーク溶接機の
電極棒を長孔19に沿って移動させることにより、一度
に一対の鉄筋1と継手10の溶接を行うことができるの
で、溶接作業を一層向上させることができる。この長孔
19は、上記実施例と同様に、周方向に等しい角度間隔
で複数形成するのが好ましい。The present invention is not limited to the above-mentioned embodiment, and various modes are possible. For example, as shown in FIG.
In each of the accommodating portions, four welding holes 12 may be formed at 90 ° intervals, and the weld metal 16 may be embedded in each of them. Three or five or more welding holes 12 may be formed at equal angular intervals in the circumferential direction. Further, as shown in FIG. 4, the welding holes 12 of the pair of accommodating portions 11 may be connected to form a straight elongated hole 19. In this case, since the pair of reinforcing bars 1 and the joint 10 can be welded at once by moving the electrode rod of the arc welding machine along the long hole 19, the welding work can be further improved. It is preferable to form a plurality of the long holes 19 at equal angular intervals in the circumferential direction, as in the above embodiment.
【0011】本発明の連結装置および連結方法は、図5
に示すように、プレキャストコンクリート5の連結の際
に用いられる。このプレキャストコンクリート5は、コ
ンクリート6内に鉄筋篭7を埋め込んでなる。鉄筋篭7
は主筋としての複数の異形鉄筋1の回りに剪断補強筋2
を配して結束することにより、構成される。主筋として
の異形鉄筋1の端部はコンクリート6から突出してお
り、この端部同士が本発明の連結装置および連結方法に
より連結されるのである。なお、本発明は、鉄筋篭の状
態での鉄筋の連結にも適用される。The connection device and connection method of the present invention are shown in FIG.
As shown in, it is used when connecting the precast concrete 5. The precast concrete 5 is made by embedding a reinforcing cage 7 in concrete 6. Rebar cage 7
Is a shear reinforcing bar 2 around a plurality of deformed bars 1 as main bars.
It is constructed by arranging and binding. The ends of the deformed reinforcing bars 1 as the main bars project from the concrete 6, and the ends are connected by the connecting device and the connecting method of the present invention. The present invention is also applied to the connection of reinforcing bars in the state of reinforcing bar cages.
【0012】[0012]
【発明の効果】以上説明したように、請求項1〜3の発
明によれば、溶接面積を大きくとることができ、しか
も、溶接金属と異形鉄筋のリブとの噛み合い構造が得ら
れるので、鉄筋連結部での引っ張り強度を大幅に向上さ
せることができる。請求項4では、継手自体の引っ張り
強度を弱めることなく溶接面積を大きくとることができ
るとともに、溶接作業性を向上できる。請求項5では、
溶接作業性をより一層向上できる。請求項6では、引っ
張り荷重を均等に分散させることができるので、引っ張
り強度をさらに向上させることができる。As described above, according to the inventions of claims 1 to 3, the welding area can be made large, and furthermore, the meshing structure of the weld metal and the ribs of the deformed bar can be obtained. The tensile strength at the connecting portion can be greatly improved. According to the fourth aspect, the welding area can be increased without decreasing the tensile strength of the joint itself and the welding workability can be improved. In claim 5,
Welding workability can be further improved. According to the sixth aspect, since the tensile load can be evenly distributed, the tensile strength can be further improved.
【図1】 本発明の鉄筋連結装置の一実施例の側面図で
ある。FIG. 1 is a side view of an embodiment of a reinforcing bar connecting device of the present invention.
【図2】 図1のIIーII線に沿う断面図である。FIG. 2 is a sectional view taken along line II-II in FIG.
【図3】 (A)は図1のIIIーIII線に沿う断面図であ
る。(B)は変形例の断面図である。FIG. 3A is a sectional view taken along the line III-III in FIG. (B) is a cross-sectional view of a modified example.
【図4】 継手に形成される溶接用孔の変形例を示す側
面図である。FIG. 4 is a side view showing a modified example of the welding hole formed in the joint.
【図5】 本発明の連結装置が適用される例を示す概略
側面図である。FIG. 5 is a schematic side view showing an example to which the connecting device of the present invention is applied.
【図6】 従来の鉄筋の連結装置を示す側面図である。FIG. 6 is a side view showing a conventional reinforcing bar connecting device.
1 … 鉄筋 1a … リブ 10…継手 11 … 収容部 12 … 溶接用孔 15 … アーク溶接機の電極棒 16 … 溶接金属 19 … 長孔 DESCRIPTION OF SYMBOLS 1 ... Reinforcing bar 1a ... Rib 10 ... Joint 11 ... Storage part 12 ... Welding hole 15 ... Arc welding machine electrode rod 16 ... Welding metal 19 ... Long hole
Claims (6)
であって、(イ)上記一対の鉄筋の端部を収容する収容
部を両側部に有し、これら収容部の周壁に溶接用孔を形
成してなるスリーブ状の継手と、(ロ)上記継手の溶接
用孔に埋められて、上記鉄筋と継手とを連結する溶接金
属と、 を備えたことを特徴とする鉄筋の連結装置。1. A device for linearly connecting a pair of deformed reinforcing bars, comprising: (a) a housing for housing the ends of the pair of reinforcing bars on both sides, for welding to the peripheral walls of these housings. A reinforcing bar connecting device, comprising: a sleeve-like joint formed with a hole; and (b) a weld metal that is embedded in the welding hole of the joint and connects the reinforcing bar and the joint. .
であって、(イ)長手方向の両側部に一対の収容部を有
し、これら収容部の周壁に溶接用孔を形成してなるスリ
ーブ状の継手を用意し、(ロ)上記一対の鉄筋の端部を
継手の一対の収容部にそれぞれ収容して、鉄筋の外周面
の一部を溶接用孔から露出させ、(ハ)継手の溶接用孔
にアーク溶接機の電極棒を差し込んで、アーク放電を行
なうことにより、この電極棒を溶かして溶接用孔に埋め
ることにより、上記鉄筋と継手とを溶接することを特徴
とする鉄筋の連結方法。2. A method of linearly connecting a pair of deformed reinforcing bars, comprising: (a) a pair of accommodating portions on both sides in the longitudinal direction, and welding holes are formed in the peripheral walls of these accommodating portions. (B) The ends of the pair of rebars are housed in the pair of housings of the joint, respectively, and a part of the outer peripheral surface of the rebar is exposed from the welding hole. An electrode rod of an arc welding machine is inserted into the welding hole of the joint, and by performing arc discharge, the electrode rod is melted and filled in the welding hole, thereby welding the rebar and the joint. Reinforcing bar connection method.
用いられる継手であって、 スリーブ形状をなし、長手方向の両側部に上記一対の鉄
筋の端部をそれぞれ収容するための一対の収容部を有
し、これら収容部の周壁に溶接用孔を形成したことを特
徴とする鉄筋連結用継手。3. A joint used for linearly connecting a pair of deformed reinforcing bars, which has a sleeve shape and has a pair of ends for accommodating the ends of the pair of reinforcing bars on both sides in the longitudinal direction. A joint for connecting reinforcing bars, characterized in that it has accommodating parts, and welding holes are formed in the peripheral walls of these accommodating parts.
特徴とする請求項3に記載の鉄筋連結用継手。4. The reinforcing bar connecting joint according to claim 3, wherein the welding hole extends in the longitudinal direction.
直線上に連なっていることを特徴とする請求項4に記載
の鉄筋連結用継手。5. The reinforcing bar connecting joint according to claim 4, wherein the welding holes of the pair of accommodating portions are aligned with each other.
角度間隔で複数形成されていることを特徴とする請求項
3〜5のいずれかに記載の鉄筋連結用継手。6. The reinforcing bar connecting joint according to claim 3, wherein a plurality of the welding holes are formed at equal angular intervals in the circumferential direction of the accommodating portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20009094A JPH0842063A (en) | 1994-08-02 | 1994-08-02 | Equipment and method of connecting reinforcing bar and joint for connecting reinforcing bar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20009094A JPH0842063A (en) | 1994-08-02 | 1994-08-02 | Equipment and method of connecting reinforcing bar and joint for connecting reinforcing bar |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0842063A true JPH0842063A (en) | 1996-02-13 |
Family
ID=16418693
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20009094A Pending JPH0842063A (en) | 1994-08-02 | 1994-08-02 | Equipment and method of connecting reinforcing bar and joint for connecting reinforcing bar |
Country Status (1)
Country | Link |
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JP (1) | JPH0842063A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012057338A (en) * | 2010-09-08 | 2012-03-22 | Kiyomiya Osamu | Concrete structure member using stainless steel reinforcing bars |
-
1994
- 1994-08-02 JP JP20009094A patent/JPH0842063A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012057338A (en) * | 2010-09-08 | 2012-03-22 | Kiyomiya Osamu | Concrete structure member using stainless steel reinforcing bars |
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