JP2001254481A - Joint structure of reinforcing bar - Google Patents

Joint structure of reinforcing bar

Info

Publication number
JP2001254481A
JP2001254481A JP2000064626A JP2000064626A JP2001254481A JP 2001254481 A JP2001254481 A JP 2001254481A JP 2000064626 A JP2000064626 A JP 2000064626A JP 2000064626 A JP2000064626 A JP 2000064626A JP 2001254481 A JP2001254481 A JP 2001254481A
Authority
JP
Japan
Prior art keywords
reinforcing bar
nut member
screw
joint structure
screwed
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.)
Granted
Application number
JP2000064626A
Other languages
Japanese (ja)
Other versions
JP3999435B2 (en
Inventor
Makoto Hashimoto
真 橋本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOBEFOOJI KK
Original Assignee
KOBEFOOJI KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by KOBEFOOJI KK filed Critical KOBEFOOJI KK
Priority to JP2000064626A priority Critical patent/JP3999435B2/en
Publication of JP2001254481A publication Critical patent/JP2001254481A/en
Application granted granted Critical
Publication of JP3999435B2 publication Critical patent/JP3999435B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Foundations (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joint structure of a reinforcing bar which is inexpensive and excellent in reliability. SOLUTION: A pair of nut members 1 with a female screw 1a formed on an inner circumferential surface thereof are joined with each other by the friction welding, a screw portion (a tip) 2A with a male screw 2a on an outer circumference is joined with a tip of a reinforcing bar body 2B by the friction welding, and the reinforcing bar with the male screw 2a formed thereon is inserted from both sides of the nut member 1 to be screwed in the female screw 1a of the nut member 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート構造
物あるいは基礎等に配筋される鉄筋の継ぎ手構造に関
し、特に安価に供給することができるロック機能付きの
鉄筋の継ぎ手構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of a reinforcing bar arranged on a concrete structure or a foundation, and more particularly to a joint structure of a reinforcing bar with a lock function which can be supplied at low cost.

【0002】[0002]

【従来の技術および発明が解決しようとする課題】従
来、鉄筋コンクリート等の構造物に配筋される鉄筋の継
ぎ手構造は、中央から左ねじと右ねじに螺設されたナッ
ト部材に、一方は先端に右ねじが螺設された接続しよう
とする鉄筋を螺合させ、他方は先端に左ねじが螺設され
た接続しようとする鉄筋を螺合させ、それぞれナット部
材に対してダブルナット式にロックナットを配して、継
ぎ手部分で弛むことが無いように締結されていた。ある
いは、上記ねじの向きに関しては、右ねじ同士あるいは
左ねじ同士の場合もあった。
2. Description of the Related Art Conventionally, a joint structure of a reinforcing bar arranged on a structure such as reinforced concrete includes a nut member screwed from the center into a left-handed screw and a right-handed screw, and one end provided with a tip. The right-hand thread is screwed to the rebar to be connected, and the other end is screwed to the left-hand thread to be connected. Nuts were arranged and fastened so as not to loosen at the joint. Alternatively, regarding the direction of the screws, there were cases where right-handed screws or left-handed screws were used.

【0003】しかし、いずれにしても、上記構成の場
合、長さ的に長い鉄筋に雄ねじを螺設することから、価
格的に高価になり、また、ナット部材についても、該ナ
ット部材の一端から右ねじを他端から左ねじを螺設する
ことから、加工が複雑になり、価格的に高価になる。
[0003] In any case, however, in the case of the above configuration, since an external thread is screwed into a long reinforcing bar, it becomes expensive in terms of price, and the nut member is also required from one end of the nut member. Since the right-hand thread is screwed from the other end to the left-hand thread, the processing becomes complicated and the price becomes expensive.

【0004】従って、これら継ぎ手構造を非常に多く必
要とするビル、ダムあるいは道路の橋脚等の鉄筋コンク
リート工事の配筋部分のコストはかなりの高額になって
いた。
[0004] Accordingly, the cost of the reinforcing parts for reinforced concrete works, such as buildings, dams or road piers, which require very large amounts of these joint structures, has been considerably high.

【0005】本発明は、このような現況に鑑みておこな
われたもので、価格的に安価に且つ信頼性の高い鉄筋の
継ぎ手構造を提供することを目的とする。
The present invention has been made in view of such a situation, and an object of the present invention is to provide an inexpensive and highly reliable rebar joint structure.

【0006】[0006]

【課題を解決するための手段】本発明にかかる鉄筋の継
ぎ手構造は、内周面にめねじが形成されたナット部材を
一対摩擦圧接によって接合するとともに、鉄筋本体の先
端に摩擦圧接によって、外周に雄ねじが形成された螺子
部を接合し、これら、雄ねじが形成された鉄筋を上記ナ
ット部材の両側から挿入して螺合させたことを特徴とす
る。
According to the joint structure of a reinforcing bar of the present invention, a nut member having an internal thread formed on an inner peripheral surface thereof is joined by a pair of friction welding and an outer peripheral portion of the reinforcing member is frictionally welded to a tip of the reinforcing bar main body. And a threaded portion formed with a male screw is inserted into the nut member from both sides of the nut member and screwed together.

【0007】しかして、このように構成された鉄筋の継
ぎ手構造によると、めねじ部分に関しては、それぞれ通
常のナットを製造する工程によって簡単且つ効率的に製
造することができ、また、雄ねじ部分についても、短寸
の部材に単に通常のボルトを製造する工程によって簡単
に且つ効率的に製造することができる。また、市販の量
産品を流用することもできる。そして、これら螺設部分
(めねじおよびおねじ部分)を、それぞれ摩擦圧接によ
って、ナット部材あるいは先端に雄ねじを有する鉄筋を
形成することができるため、極めて簡単に且つ安価に製
造することができる。しかも、摩擦圧接であることか
ら、接合面全体が溶融し、接合部分において極めて高い
信頼性を得ることができる。また、摩擦圧接したナット
部材の内周面に溶融した部位がはみ出すようにすると、
一方の鉄筋がナット部材の中央より反対側に「はみだ
す」如く、過度に螺合するような事態を、有効に防止で
きる構成が簡単に実現できる。
However, according to the joint structure of the reinforcing bar constructed as described above, the female screw portion can be manufactured simply and efficiently by the process of manufacturing a normal nut. However, it can be simply and efficiently manufactured by simply manufacturing ordinary bolts on short members. Also, commercially available mass-produced products can be used. Since the threaded portions (female and male threads) can be formed into a nut member or a reinforcing bar having a male thread at the tip by friction welding, respectively, it can be manufactured extremely simply and inexpensively. Moreover, because of the friction welding, the entire joining surface is melted, and extremely high reliability can be obtained at the joining portion. Also, if the melted part protrudes from the inner peripheral surface of the nut member that has been friction-welded,
It is possible to easily realize a configuration that can effectively prevent a situation in which one rebar is excessively screwed into the nut member so as to “protrude” from the center of the nut member on the opposite side.

【0008】また、上記鉄筋の継ぎ手構造において、雄
ねじの、ナット部材側への挿入部分に、他の部分に比べ
て挿入可能な限度で有効径が大きい拡径部を形成するこ
とによって、この部分でトルクが増加して、ロック機能
を奏することとなる。従って、この構成にかかる鉄筋の
継ぎ手構造では、ロックナットを必要としない。
Further, in the above-described joint structure of a reinforcing bar, an enlarged portion having an effective diameter larger than that of the other portion is formed in a portion of the male screw to be inserted into the nut member side, so that this portion is formed. As a result, the torque increases and the locking function is achieved. Therefore, the joint structure of the rebar according to this configuration does not require a lock nut.

【0009】さらに、上記鉄筋の継ぎ手構造において、
雄ねじ及びめねじが、丸ねじであると、ねじの寸法管理
が楽になることから、安価に製造でき、また螺合の際、
スムーズな螺合が実現できることになる。
Further, in the above-described joint structure of a reinforcing bar,
When the male screw and the female screw are round screws, the dimensional control of the screws becomes easier, so they can be manufactured at low cost.
Smooth screwing can be realized.

【0010】また、上記鉄筋の継ぎ手構造において、ナ
ット部材の両側から螺着される雄ねじが共に右ねじある
いは左ねじであり、それに対応して、ナット部材を構成
する両側のめねじも共に右ねじあるいは左ねじである
と、共に同じものを使用できるため、量産効果によっ
て、より安価に実施できる構成となる。
[0010] In the above-mentioned joint structure of a reinforcing bar, the male screws screwed from both sides of the nut member are both right-handed screws or left-handed screws. Alternatively, since the same thing can be used for both of the left-handed screws, the configuration can be implemented at lower cost due to the mass production effect.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施形態(実施
例)にかかる鉄筋の継ぎ手構造について、図面を参照し
ながら具体的に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a joint structure of a reinforcing bar according to an embodiment (example) of the present invention will be specifically described with reference to the drawings.

【0012】図1は本実施例にかかる継ぎ手構造を示す
一部断面した全体側面図である。図において、1はナッ
ト部材で、このナット部材1は、内周面に右ねじからな
るめねじ1aが螺設されている物理的に二つの部材を、
中央で摩擦圧接することによって接合されている。そし
て、この実施例の場合、摩擦圧接部分では、溶融した一
部が摩擦圧接部分の外周側に一部はみ出している。ま
た、このめねじ1aは、ねじの形式として、丸ねじが使
用されている。そして、上記めねじ1aは、タップによ
って製造されるが、他の手法によって製造されてもよ
い。一方、図1において、2は先端部(螺子部)2Aの
外周におねじ2aが螺設された接続しようとする鉄筋で
ある。この先端部2Aは、基端側の鉄筋本体2Bに対し
て、摩擦圧接によって、一体に接合されている。この雄
ねじ2aは、上記めねじ1aに螺合する右ねじである。
また、ねじの形式としては丸ねじである。そして、この
雄ねじ2aの上記ナット部材1に螺合する部分には、寸
法的に僅か(例えば、ねじ径が13mm程度のもので、
5/100mm〜1/10mm程度)であるため図では
明確に現れていないが、めねじ1aに対して変形して螺
合する程度内において有効径が大きくなった部分2bが
形成されている。この実施例の場合、上記大きくなった
部分2bは、ナット部材1側に螺合した状態において、
ナット部材1の外端部分に螺合する位置に形成されてい
る。そして、この実施例では、雄ねじ2aは、転造によ
って製造される。
FIG. 1 is an overall side view, partially in section, showing a joint structure according to the present embodiment. In the figure, reference numeral 1 denotes a nut member. This nut member 1 is formed by physically two members having a female screw 1a formed of a right-hand thread on an inner peripheral surface thereof.
It is joined by friction welding at the center. In the case of this embodiment, in the friction welding portion, a part of the melted portion protrudes to the outer peripheral side of the friction welding portion. The internal thread 1a uses a round thread as a thread type. And although the said internal thread 1a is manufactured by a tap, you may manufacture by other methods. On the other hand, in FIG. 1, reference numeral 2 denotes a reinforcing bar to be connected, in which a screw 2a is screwed around an outer periphery of a tip portion (screw portion) 2A. The distal end portion 2A is integrally joined to the rebar main body 2B on the proximal end side by friction welding. The male screw 2a is a right-hand screw that is screwed to the female screw 1a.
The type of the screw is a round screw. The portion of the male screw 2a screwed to the nut member 1 is slightly dimensionally small (for example, a screw having a screw diameter of about 13 mm,
(Approximately 5/100 mm to 1/10 mm), which is not clearly shown in the drawing. However, a portion 2b having an effective diameter that is large within the extent that the female screw 1a is deformed and screwed is formed. In the case of this embodiment, the enlarged portion 2b is screwed to the nut member 1 side,
It is formed at a position where it is screwed to the outer end portion of the nut member 1. In this embodiment, the male screw 2a is manufactured by rolling.

【0013】しかして、このように構成された本鉄筋の
継ぎ手構造によると、物理的に同じ部材を二つ摩擦圧接
によって接合して上記ナット部材1が製造され、また、
短寸の部材を転造することによって雄ねじ2a部分が形
成され、その後、鉄筋本体2B側に摩擦圧接によって一
体に接合されることから、小さな装置(タッピング装
置、転造装置)によって雄ねじを形成することができる
ため、安価に製造することができる。また、接合部分
は、摩擦圧接によって接合されることから、通常の電気
溶接等によって一体に接合される場合に比べて、接合面
全体が溶融し、「接合箇所」において極めて高い強度と
信頼性を得ることができる。
Thus, according to the joint structure of the present reinforcing bar, the nut member 1 is manufactured by joining two physically identical members by friction welding.
The external thread 2a is formed by rolling a short member, and thereafter, the external thread is integrally joined to the reinforcing bar main body 2B side by friction welding, so that the external thread is formed by a small device (tapping device, rolling device). Therefore, it can be manufactured at low cost. Also, since the joints are joined by friction welding, the entire joint surface is melted compared to the case where they are jointly joined by ordinary electric welding etc., and extremely high strength and reliability are achieved at the "joining point". Obtainable.

【0014】また、上記実施例に代えて、図2に図示す
るように、ナット部材1の長手方向中央部位の、摩擦圧
接の際に、外周側にはみ出した部分を、削除することも
でき、かかる場合には、外観状綺麗になる。また、ナッ
ト部材1の中央の内周面には、意図的に摩擦圧接におい
て溶融してはみ出した部分を形成することによって、一
方の鉄筋2がもう一方の鉄筋2の螺合部分まで過度に螺
合しないように構成してもよい。
In place of the above embodiment, as shown in FIG. 2, the portion of the nut member 1 which protrudes to the outer peripheral side during friction welding at the longitudinal center portion can be deleted. In such a case, the appearance becomes beautiful. In addition, by forming a portion which is intentionally melted and protruded in the friction welding on the inner peripheral surface at the center of the nut member 1, one rebar 2 is excessively screwed up to a threaded portion of the other rebar 2. It may be configured not to match.

【0015】さらに、鉄筋の長さに関して調整機能を具
備する別の実施例として、図3に図示するように、ナッ
ト部材1を構成する一方の部材1Aを長くするととも
に、この部材1Aに螺合する雄ねじ2aをストレートな
径(図1の実施例ように有効径を大きくしない)にする
とともに、この雄ねじ2aにロックナット3を螺着して
おけば、必要な鉄筋の長さに合致するように、上記ロッ
クナット3を螺着した雄ねじ2aが先端にある鉄筋を、
鉄筋同士を接合するナット部材1に螺着し、その位置で
ロックナット3で固定すれば良いような構成となる。な
お、図1の実施例の如く一方の鉄筋の雄ねじ2aに関し
ては、一部に有効径が大きい部分2bを形成しておく点
では同じである。また、図3の実施例において、図1と
同じ構成については同じ参照番号を付す。
Further, as another embodiment having an adjusting function with respect to the length of the reinforcing bar, as shown in FIG. 3, one member 1A constituting the nut member 1 is lengthened and screwed to this member 1A. When the male screw 2a to be formed has a straight diameter (the effective diameter is not increased as in the embodiment of FIG. 1) and the lock nut 3 is screwed onto the male screw 2a, the length of the reinforcing bar matches the required length of the rebar. In addition, a rebar having a male screw 2a screwed with the lock nut 3 at the tip thereof is
The structure is such that it is sufficient to screw the nut to the nut member 1 that joins the rebars, and fix it with the lock nut 3 at that position. As for the male screw 2a of one reinforcing bar as in the embodiment of FIG. 1, it is the same in that a portion 2b having a large effective diameter is formed in a part. In the embodiment of FIG. 3, the same components as those of FIG. 1 are denoted by the same reference numerals.

【0016】[0016]

【発明の効果】本発明にかかる鉄筋の継ぎ手構造によれ
ば、価格的に安価に且つ信頼性の高い鉄筋の継ぎ手構造
を提供することが可能となる。
According to the rebar joint structure of the present invention, it is possible to provide an inexpensive and highly reliable rebar joint structure at a low cost.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の実施例に鉄筋の継ぎ手構造の構成を
示す一部断面した全体側面図である。
FIG. 1 is an overall side view, partially in section, showing the configuration of a joint structure of a reinforcing bar according to an embodiment of the present invention.

【図2】 図1とは別の実施にかかるナット部分の構成
を示す部分側面図である。
FIG. 2 is a partial side view showing a configuration of a nut portion according to another embodiment different from FIG.

【図3】 図1の実施例とは別の実施例にかかる鉄筋の
継ぎ手構造の構成を示す一部断面した全体側面図であ
る。
FIG. 3 is a partially cross-sectional overall side view showing a configuration of a joint structure of a reinforcing bar according to another embodiment different from the embodiment of FIG. 1;

【符号の説明】[Explanation of symbols]

1……ナット部材 1a……めねじ 2……鉄筋 2A……先端部(螺子部) 2a……雄ねじ 2B……鉄筋本体 DESCRIPTION OF SYMBOLS 1 ... Nut member 1a ... Female thread 2 ... Rebar 2A ... Tip part (screw part) 2a ... Male screw 2B ... Rebar main body

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 内周面にめねじが形成されたナット部材
を一対摩擦圧接によって接合するとともに、鉄筋本体の
先端に摩擦圧接によって、外周に雄ねじが形成された螺
子部を接合し、これら、雄ねじが形成された鉄筋を上記
ナット部材の両側から挿入して螺合させたことを特徴と
する鉄筋の継ぎ手構造。
1. A nut member having an internal thread formed on an inner peripheral surface thereof is joined by a pair of friction welding, and a screw portion having an external thread formed on an outer periphery thereof is joined to a tip of a reinforcing bar body by friction welding. A joint structure for a reinforcing bar, wherein a reinforcing bar having an external thread is inserted from both sides of the nut member and screwed together.
【請求項2】 前記雄ねじの、ナット部材側への挿入部
分に、他の部分に比べて挿入可能な限度で有効径が大き
い拡径部を形成したことを特徴とする請求項1記載の鉄
筋の継ぎ手構造。
2. A reinforcing bar according to claim 1, wherein an enlarged diameter portion having an effective diameter larger than that of the other portion is formed in a portion of the male screw inserted into the nut member. Fitting structure.
【請求項3】 前記雄ねじ及びめねじが、丸ねじである
ことを特徴とする請求項1又は2記載の鉄筋の継ぎ手構
造。
3. The joint structure for a reinforcing bar according to claim 1, wherein the male screw and the female screw are round screws.
【請求項4】 前記ナット部材の両側から螺着される雄
ねじが共に右ねじあるいは左ねじであり、それに対応し
て、ナット部材を構成する両側のめねじも共に右ねじあ
るいは左ねじであることを特徴とする請求項1〜3のい
ずれか1の項に記載の鉄筋の継ぎ手構造。
4. A male screw screwed from both sides of the nut member is a right-handed screw or a left-handed screw, and correspondingly, both internal threads constituting the nut member are both a right-handed screw or a left-handed screw. The joint structure for a reinforcing bar according to any one of claims 1 to 3, characterized in that:
JP2000064626A 2000-03-09 2000-03-09 Steel bar joint structure Expired - Fee Related JP3999435B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000064626A JP3999435B2 (en) 2000-03-09 2000-03-09 Steel bar joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000064626A JP3999435B2 (en) 2000-03-09 2000-03-09 Steel bar joint structure

Publications (2)

Publication Number Publication Date
JP2001254481A true JP2001254481A (en) 2001-09-21
JP3999435B2 JP3999435B2 (en) 2007-10-31

Family

ID=18584299

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000064626A Expired - Fee Related JP3999435B2 (en) 2000-03-09 2000-03-09 Steel bar joint structure

Country Status (1)

Country Link
JP (1) JP3999435B2 (en)

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* Cited by examiner, † Cited by third party
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KR100449977B1 (en) * 2002-04-04 2004-10-01 김광희 Connecting structure of reinforced bar for reinforced concreate
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KR101031838B1 (en) 2008-08-20 2011-05-02 김상수 Structure for secure connecting core rods of ground anchor pile
JP2011174277A (en) * 2010-02-24 2011-09-08 Akira Fukuda Length regulating screw type reinforcement joint, manufacturing method therefor, and reinforcement structure with joint
JP2019194490A (en) * 2018-05-02 2019-11-07 株式会社NejiLaw Position-adjustable fixed support member and support structure
KR102329956B1 (en) * 2020-09-29 2021-11-24 주식회사 주안기술단 Structure and method for anchorage of pile head with improved anchoring strength and base reinforcement

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JPS56143813A (en) * 1980-04-10 1981-11-09 Topura Kk Loosening-proof screw
JPS61136011U (en) * 1985-02-13 1986-08-25
JPH09302845A (en) * 1996-05-16 1997-11-25 Nippon Katan Kk Mechanical reinforcement joint

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Publication number Priority date Publication date Assignee Title
JPS56143813A (en) * 1980-04-10 1981-11-09 Topura Kk Loosening-proof screw
JPS61136011U (en) * 1985-02-13 1986-08-25
JPH09302845A (en) * 1996-05-16 1997-11-25 Nippon Katan Kk Mechanical reinforcement joint

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100449977B1 (en) * 2002-04-04 2004-10-01 김광희 Connecting structure of reinforced bar for reinforced concreate
KR100997426B1 (en) 2008-08-20 2010-11-30 김상수 Fixture for connecting core rods of ground anchor pile
KR101031838B1 (en) 2008-08-20 2011-05-02 김상수 Structure for secure connecting core rods of ground anchor pile
JP2011174277A (en) * 2010-02-24 2011-09-08 Akira Fukuda Length regulating screw type reinforcement joint, manufacturing method therefor, and reinforcement structure with joint
JP2019194490A (en) * 2018-05-02 2019-11-07 株式会社NejiLaw Position-adjustable fixed support member and support structure
KR102329956B1 (en) * 2020-09-29 2021-11-24 주식회사 주안기술단 Structure and method for anchorage of pile head with improved anchoring strength and base reinforcement

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