JPH09228555A - Reinforcement joint - Google Patents

Reinforcement joint

Info

Publication number
JPH09228555A
JPH09228555A JP4101496A JP4101496A JPH09228555A JP H09228555 A JPH09228555 A JP H09228555A JP 4101496 A JP4101496 A JP 4101496A JP 4101496 A JP4101496 A JP 4101496A JP H09228555 A JPH09228555 A JP H09228555A
Authority
JP
Japan
Prior art keywords
reinforcing bar
tapered
parts
lock bolt
joint
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
Application number
JP4101496A
Other languages
Japanese (ja)
Inventor
Yuji Etsuno
雄治 越野
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.)
Nichia Corp
Nichia Steel Works Ltd
Original Assignee
Nichia Corp
Nichia Steel Works Ltd
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 Nichia Corp, Nichia Steel Works Ltd filed Critical Nichia Corp
Priority to JP4101496A priority Critical patent/JPH09228555A/en
Publication of JPH09228555A publication Critical patent/JPH09228555A/en
Pending legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the workability and strength by forming a plurality of tapered reinforcement insert parts having tapered parts turned in mutually opposed directions on a sleeve, and pressing fastening bodies inserted to the tapered parts by lock bolts screwed to the reinforcement insert parts. SOLUTION: A reinforcement joint 1 is formed of a sleeve 3 having reinforcement insert parts having tapered parts 7 turned in mutually opposed directions and female screws 8, fastening bodies 4, and lock bolts 5. When beam main bars 6 are mutually connected, the end parts of one main reinforcement 6 and the main reinforcement 6 are inserted to the tapered parts 7, and the fastening bodies 4 are also pushed onto the tapered parts 7. The lock bolts 5 are screwed to the female screws 8 to push the fastening bodies, hooking screws 4a are bitten into the outer surfaces and knots 6a of the main bars 6 to fix the main bars 6. Each member of the joint 1 is formed by use of a metal having a tension higher than reinforcements. Thus, the connection can be facilitated, reinforcements can be firmly fixed, the joint strength can be improved, and the reinforcements can be cut to an optional length and connected.

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】本発明は鉄筋継手に関するも
のである。
TECHNICAL FIELD The present invention relates to a reinforcing bar joint.

【0002】[0002]

【従来の技術】建築及び土木における鉄筋コンクリート
構造物に用いられる鉄筋の接合は、溶接及び熱圧着に代
わって図10〜図12に示すような鉄筋継手が用いられ
ている。
2. Description of the Related Art Reinforcing bar joints shown in FIGS. 10 to 12 are used in place of welding and thermocompression bonding for joining reinforcing bars used in reinforced concrete structures in construction and civil engineering.

【0003】図10の鉄筋継手20は、鋼製のスリーブ
21と、該スリーブ21の円孔22に圧入する楔23と
から構成され、前記スリーブ21内に重ねて挿入された
異径鉄筋24が楔23でその内壁に圧着されるととも
に、楔23が異径鉄筋24の外周面に食い込んで接合さ
れている。
The reinforcing bar joint 20 shown in FIG. 10 comprises a sleeve 21 made of steel and a wedge 23 press-fitted into a circular hole 22 of the sleeve 21. The wedge 23 is pressure-bonded to the inner wall thereof, and the wedge 23 bites into and joins the outer peripheral surface of the different diameter reinforcing bar 24.

【0004】また図11の鉄筋継手25は、先端部に接
合ボルト26を備えた異径鉄筋27と、前記接合ボルト
26がねじ込まれるカプラー28と、接合ボルト26を
カプラー28に固定するロックナット29とから構成さ
れ、接合ボルト26がカプラー28の両側にねじ込まれ
てロックナット29で固定されている。
The reinforcing bar joint 25 shown in FIG. 11 has a different diameter reinforcing bar 27 having a joining bolt 26 at its tip, a coupler 28 into which the joining bolt 26 is screwed, and a lock nut 29 for fixing the joining bolt 26 to the coupler 28. The joint bolts 26 are screwed into both sides of the coupler 28 and fixed with lock nuts 29.

【0005】さらに図12の鉄筋継手30は、ネジふし
鋼棒31と、カプラー32と、ロックナット33と、無
機グラウト材とから構成され、ネジふし鋼棒31がカプ
ラー32の両側からねじ込まれてロックナット33で固
定されるとともに、カプラー32内に注入孔34から無
機グラウト材が圧入されている。
Further, the reinforcing bar joint 30 of FIG. 12 is composed of a screw cap steel rod 31, a coupler 32, a lock nut 33 and an inorganic grout material, and the screw cap steel rod 31 is screwed from both sides of the coupler 32. While being fixed by the lock nut 33, the inorganic grout material is press-fitted into the coupler 32 through the injection hole 34.

【0006】[0006]

【発明が解決しようとする課題】しかし、前記図10の
鉄筋継手は、異径鉄筋が楔としか接触していないため接
合が不安定になるという問題があった。また、楔を圧入
する油圧工具が必要となるため施工効率が劣るという欠
点もあった。
However, the reinforcing bar joint shown in FIG. 10 has a problem in that the dissimilar reinforcing bars are in contact only with the wedges, so that the joining becomes unstable. In addition, there is a drawback that the construction efficiency is poor because a hydraulic tool for press-fitting the wedge is required.

【0007】また図11の鉄筋継手は、接合ボルトが運
搬時に破損する恐れがある他、その破損を防ぐ保護キャ
ップを必要としていた。また異径鉄筋同士が接合ボルト
で接合されるため、現場において任意の長さに切断でき
ず、施工箇所に応じた長さの異径鉄筋を予め準備してお
く必要があった。さらに接合ボルトは異径鉄筋に摩擦圧
着されているため圧着に不安もあった。
Further, the reinforcing bar joint of FIG. 11 has a risk that the joint bolt may be damaged during transportation and also needs a protective cap for preventing the damage. Further, since the different diameter rebars are joined by the joining bolts, they cannot be cut to an arbitrary length on site, and it is necessary to prepare beforehand different length rebars having a length corresponding to the construction site. Furthermore, the joining bolts were frictionally crimped to the reinforcing bars of different diameters, so there was concern about crimping.

【0008】また図12の鉄筋継手はネジふし鋼棒にし
か使用できない他、無機グラウト材を使用するため天候
に左右されるという問題があった。また無機グラウト材
の圧入作業は有資格者のみしかできないため施工者が限
定されてしまうという問題もあった。
Further, the reinforcing bar joint shown in FIG. 12 can be used only for a screw cap steel rod, and since it uses an inorganic grout material, there is a problem that it depends on the weather. There is also a problem in that the number of contractors is limited because only qualified personnel can press-fit the inorganic grout material.

【0009】本発明は、上記のような問題に鑑みてなさ
れたものであり、その目的は、鉄筋の接合が現場におい
て簡易な治具によって何人でもできるとともに、施工箇
所に応じて鉄筋の長さが自由に切断でき、かつ強度の大
きな鉄筋継手を提供することである。
The present invention has been made in view of the above problems, and an object thereof is to allow the joining of reinforcing bars by any number of people in the field with a simple jig, and to lengthen the reinforcing bars depending on the construction site. It is to provide a reinforcing bar joint that can be freely cut and has high strength.

【0010】[0010]

【課題を解決するための手段】上記のような課題を解決
するための手段は、スリーブに先細状の鉄筋挿入部が先
細部を相反する方向に向けて複数形成され、前記先細部
には締付体が挿入され、該締付体を押し込むロックボル
トが鉄筋挿入部にねじ込まれたことであり、前記締付体
の内面には掛止ネジが設けられ、前記掛止ネジのネジ山
を鉄筋が引張られたときにその表面に食い込むように設
けた、前記ロックボルトの前面には鉄筋の端部が収納さ
れる収納溝が凹設され、該収納溝にはスプリングワッシ
ャが設けられ、前記ロックボルトの先端部には締付体を
押し込む先細状の押込部が形成され、前記スリーブと、
締付体と、ロックボルトは鉄筋よりも高張力の金属で製
造されたことである。
[Means for Solving the Problems] Means for solving the above-mentioned problems are as follows. A plurality of tapered reinforcing bar insertion portions are formed in a sleeve so that the tapered portions are directed in opposite directions, and the tapered portions are tightened. It means that the attachment body is inserted, and the lock bolt for pushing the fastening body is screwed into the reinforcing bar insertion portion, and a locking screw is provided on the inner surface of the fastening body, and the thread of the locking screw is rebar The lock bolt is provided so as to bite into the surface when the lock bolt is pulled, and a front side of the lock bolt is provided with a storage groove in which the end portion of the reinforcing bar is stored, and the storage groove is provided with a spring washer. A tapered pushing portion for pushing the tightening body is formed at the tip portion of the bolt, and the sleeve,
The tightening body and the lock bolt are made of a metal having a higher tensile strength than the reinforcing bar.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態の一例
を図面に基づいて詳細に説明する。図1の(1)は梁主
筋を接合した鉄筋継手の断面図、(2)は(1)のA−
A線断面図である。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an example of an embodiment of the present invention will be described in detail with reference to the drawings. (1) of FIG. 1 is a cross-sectional view of a reinforcing bar joint in which beam main bars are joined, (2) is A- of (1).
FIG. 3 is a sectional view taken along line A.

【0012】図1の(1)は、本発明の鉄筋継手1で鉄
筋コンクリート構造物の梁主筋6同士を接合した場合を
示したものであり、該鉄筋継手1は鉄筋挿入部2を備え
たスリーブ3と、前記スリーブ3内にはめ込まれた締付
体4と、該締付体4を先端側に押し込むロックボルト5
とから構成されている。
FIG. 1 (1) shows a case in which beam main bars 6 of a reinforced concrete structure are joined together by a reinforcing bar joint 1 of the present invention, and the reinforcing bar joint 1 has a sleeve having a reinforcing bar insertion portion 2. 3, a tightening body 4 fitted in the sleeve 3, and a lock bolt 5 for pushing the tightening body 4 toward the tip side.
It is composed of

【0013】スリーブ3には、図2に示すように、先細
部7と雌ネジ8とからなる鉄筋挿入部2が、前記先細部
8を相反する方向に向けて平行に一対形成され、そこに
は締付体4が挿入されている。
As shown in FIG. 2, on the sleeve 3, a pair of reinforcing bar insertion portions 2 each including a tapered portion 7 and a female screw 8 are formed in parallel with each other so that the tapered portions 8 face in opposite directions. The tightening body 4 is inserted.

【0014】この締付体4は、図3に示すように、3個
の楔片9が組み合わさって先細の筒状に形成され、後部
がOリング10で結束されている。また締付体4の内側
には掛止ネジ4aが設けられている。
As shown in FIG. 3, this tightening body 4 is formed into a tapered cylindrical shape by combining three wedge pieces 9, and the rear portion is bound by an O-ring 10. A locking screw 4a is provided inside the tightening body 4.

【0015】ロックボルト5の先端部には梁主筋6の端
部を収納する収納溝12が、また後端部にはレンチ穴5
aがそれぞれ凹設され、前記収納溝12にはスプリング
ワッシャ13が設置されている。
A storage groove 12 for storing the end of the beam main bar 6 is provided at the tip of the lock bolt 5, and a wrench hole 5 is provided at the rear end.
a is recessed, and a spring washer 13 is installed in the storage groove 12.

【0016】したがって、ロックボルト5が鉄筋挿入部
2の雌ネジ8にねじ込まれて締付体4を押し込むと、掛
止ネジ4aが梁主筋6の外周面及びふし6aに食い込ま
れる。そしてロックボルト5をさらにねじ込むと、梁主
筋6の端部がスプリングワッシャ13に押し付けられて
これらが一体化する。
Therefore, when the lock bolt 5 is screwed into the female screw 8 of the reinforcing bar insertion portion 2 and the tightening body 4 is pushed in, the locking screw 4a is cut into the outer peripheral surface of the beam main bar 6 and the cover 6a. When the lock bolt 5 is further screwed in, the end portion of the beam main bar 6 is pressed against the spring washer 13 to integrate them.

【0017】図5は他のロックボルト5を示したもので
あり、(1)はレンチ穴5aに代わってナット5bが設
けられ、(2)は締付体を押し込む先細状の押込部11
が設けられ、(3)は収納溝12を有しないロックボル
ト5である。
FIG. 5 shows another lock bolt 5, in which (1) is provided with a nut 5b in place of the wrench hole 5a, and (2) is a tapered pushing portion 11 for pushing the tightening body.
Is provided, and (3) is a lock bolt 5 having no storage groove 12.

【0018】また鉄筋挿入部2の雌ネジ8は前半部を平
行ネジとし、後半部を後端部に行くにしたがって内径が
大きくなるテーパネジとすることもできる。このテーパ
ネジに対応するテーパネジをロックボルト5の外面にも
設けることができる。これによりロックボルト5のねじ
込みが容易に行えるとともに固着も強固にできる。
The female screw 8 of the reinforcing bar insertion portion 2 may be a parallel screw in the front half and a taper screw whose inner diameter increases in the rear half toward the rear end. A taper screw corresponding to this taper screw can be provided on the outer surface of the lock bolt 5. As a result, the lock bolt 5 can be easily screwed in and firmly fixed.

【0019】次に、図6により本発明の鉄筋継手を使用
した梁主筋の接続方法について説明する。先ず、同図の
(1)に示すように、一方の梁主筋6及び他方の梁主筋
6の端部を鉄筋挿入部2の先細部7に挿入するととも
に、締付体4も押し込む。
Next, referring to FIG. 6, a method of connecting the beam main bars using the reinforcing bar joint of the present invention will be described. First, as shown in (1) of the same figure, the ends of one beam main bar 6 and the other beam main bar 6 are inserted into the tapered portions 7 of the reinforcing bar insertion portion 2, and the tightening body 4 is also pushed in.

【0020】次に、鉄筋挿入部2にロックボルト5をね
じ込んで締付体4を押し込むと、図7の(1)に示すよ
うに、掛止ネジ4aが梁主筋6の外面及びふし6aに食
い込まれて鉄筋6を固定する。また掛止ネジ4aのネジ
山を、同図の(2)に示すように、引張方向と反対方向
に傾けて設けることにより、鉄筋6が引張られたときに
その表面に食い込みや易くなる。なお、前記ネジ山の傾
きは(2)に示すように45度が最も食い込みやすくな
る。またロックボルト5はスプリングワッシャ13が変
形するまでねじ込まれるので、ねじ込みができなくなっ
た時点が梁主筋6と一体化したときとなる。
Next, when the lock bolt 5 is screwed into the reinforcing bar insertion portion 2 and the tightening body 4 is pushed in, the locking screw 4a is attached to the outer surface of the beam main bar 6 and the cover 6a, as shown in FIG. It bites and fixes the reinforcing bar 6. Further, as shown in (2) of the same drawing, the thread of the locking screw 4a is provided so as to be inclined in the direction opposite to the pulling direction, so that when the reinforcing bar 6 is pulled, it easily bites into the surface thereof. It should be noted that the inclination of the screw thread is most easily 45 ° as shown in (2). Further, since the lock bolt 5 is screwed in until the spring washer 13 is deformed, the point at which the lock bolt 5 cannot be screwed is the time when it is integrated with the main beam 6.

【0021】なお、本実施の形態においては梁主筋6を
接続する場合について説明したが、これは梁主筋6に限
らず柱主筋も同様の方法で接続することができ、さらに
異径鉄筋に限らず丸鋼も同様の方法で接続することがで
きる。
In the present embodiment, the case where the beam main bars 6 are connected has been described. However, this is not limited to the beam main bars 6 and the column main bars can be connected in the same manner. Plain round steel can also be connected in a similar manner.

【0022】図8及び図9は鉄筋継手1の他の実施の形
態を示したものであり、図8はロックボルト5の先端に
設けた先細状の押込部11で締付体4を押し込んだもの
である。また図9はロックボルト5で梁主筋6を押すこ
とにより、締付体4の掛止ネジ4aを鉄筋の外面及びふ
し6aに食い込ませたものである。
FIGS. 8 and 9 show another embodiment of the reinforcing bar joint 1. FIG. 8 shows that the tightening body 4 is pushed in by the tapered pushing portion 11 provided at the tip of the lock bolt 5. It is a thing. Further, in FIG. 9, the locking screw 5 pushes the beam main bar 6 to cause the locking screw 4a of the tightening body 4 to bite into the outer surface of the reinforcing bar and the lid 6a.

【0023】[0023]

【発明の効果】スリーブに先細状の鉄筋挿入部が先細部
を相反する方向に向けて複数形成され、前記先細部には
締付体が挿入され、該締付体を押し込むロックボルトが
鉄筋挿入部にねじ込まれた鉄筋継手が構成されたことに
より、異径鉄筋を現場において容易に接合できるととも
に施工効率を上げることができる。
EFFECTS OF THE INVENTION A plurality of tapered reinforcing bar insertion portions are formed in a sleeve in directions in which tapered portions are opposite to each other. A tightening body is inserted in the tapered portions, and a lock bolt for pushing the tightening body is inserted into the reinforcing bar. Since the reinforcing bar joint screwed into the portion is configured, the different diameter reinforcing bars can be easily joined on site and the construction efficiency can be improved.

【0024】締付体の内面に設けた掛止ネジが鉄筋の外
周面及びふしに食い込むことによりスリーブがずれるの
を防ぐとともに、鉄筋を強固に固着することができる。
The retaining screw provided on the inner surface of the tightening body can prevent the sleeve from being displaced by being bitten into the outer peripheral surface of the reinforcing bar and the bezel, and can firmly fix the reinforcing bar.

【0025】掛止ネジのネジ山を鉄筋が引張られたとき
にその表面に食い込むように設けたことにより、掛止ネ
ジが鉄筋表面へ食い込みや易くなって鉄筋を強固に固定
できる。
Since the thread of the locking screw is provided so as to bite into the surface of the reinforcing bar when the reinforcing bar is pulled, the locking screw easily bites into the surface of the reinforcing bar and the reinforcing bar can be firmly fixed.

【0026】収納溝のスプリングワッシャが変形するま
でロックボルトをねじ込めるので、該ロックボルトがね
じ込めなくなったときが鉄筋と一体化したときであると
の確認が行える。
Since the lock bolt can be screwed in until the spring washer in the storage groove is deformed, it can be confirmed that the lock bolt cannot be screwed in when it is integrated with the reinforcing bar.

【0027】接続ボルトの押込部で締付体を押し込むこ
とにより、掛止ネジを鉄筋の外周面に食い込ませること
ができる。
By pushing the tightening body with the pushing portion of the connection bolt, the locking screw can be made to bite into the outer peripheral surface of the reinforcing bar.

【0028】外筒と、締付体と、接続ボルトが鉄筋より
も高張力の金属で製造されたことにより異径鉄筋が破断
したとしても鉄筋継手は破断することがない。
Even if the different-diameter reinforcing bar is broken due to the outer cylinder, the tightening body, and the connecting bolt being made of a metal having a higher tensile strength than the reinforcing bar, the reinforcing bar joint is not broken.

【0029】施工現場に応じて異径鉄筋を切断できるの
で効率的な使用ができるとともに、異径鉄筋を任意の長
さに接続できる。
Since different diameter rebars can be cut according to the construction site, efficient use is possible and different diameter rebars can be connected to any length.

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

【図1】(1)梁主筋を鉄筋継手で接続した断面図、
(2)は(1)のA−A線断面図である。
[FIG. 1] (1) A cross-sectional view in which beam main bars are connected by a reinforcing bar joint,
(2) is a sectional view taken along line AA of (1).

【図2】(1)はスリーブの断面図、(2)は(1)の
側面図である。
FIG. 2A is a sectional view of a sleeve, and FIG. 2B is a side view of FIG.

【図3】(1)は筒状に形成された締付体の断面図、
(2)は同平面図、(3)は(1)のB−B線断面図で
ある。
FIG. 3 (1) is a sectional view of a fastening body formed in a tubular shape,
(2) is the same plan view, (3) is a BB line sectional view of (1).

【図4】(1)はロックボルトの断面図、(2)は同平
面図図、(3)は同底面図である。
4A is a cross-sectional view of the lock bolt, FIG. 4B is a plan view thereof, and FIG. 4C is a bottom view thereof.

【図5】(1)〜(3)は他のロックボルトの断面図、
(4)はスプリングワッシャの正面図、(5)は同平面
図である。
5 (1) to (3) are cross-sectional views of another lock bolt,
(4) is a front view of the spring washer and (5) is a plan view of the same.

【図6】(1)及び(2)は異径鉄筋の接合方法を示す
断面図である。
6 (1) and 6 (2) are cross-sectional views showing a method for joining reinforcing bars of different diameters.

【図7】(1)及び(2)は掛止ネジが異径鉄筋の表面
に食い込んだ断面図である。
7 (1) and 7 (2) are cross-sectional views in which the locking screw bites into the surface of the rebar having a different diameter.

【図8】他の異径鉄筋の接合方法を示す断面図である。FIG. 8 is a cross-sectional view showing another method of joining reinforcing bars of different diameters.

【図9】他の異径鉄筋の接合方法を示す断面図である。FIG. 9 is a cross-sectional view showing another method for joining reinforcing bars of different diameters.

【図10】(1)は従来の鉄筋継手の断面図、(2)は
同断面図である。
10 (1) is a cross-sectional view of a conventional reinforcing bar joint, and FIG. 10 (2) is the same cross-sectional view.

【図11】従来の鉄筋継手の断面図である。FIG. 11 is a cross-sectional view of a conventional reinforcing bar joint.

【図12】従来の鉄筋継手の断面図である。FIG. 12 is a cross-sectional view of a conventional reinforcing bar joint.

【符号の説明】[Explanation of symbols]

1、20、25、30 鉄筋継手 2 鉄筋挿入部 3 スリーブ 4 締付体 5 ロックボルト 6 梁主筋 7 先細部 8 雌ネジ 9 楔片 10 Oリング 11 押込部 12 収納溝 13 スプリングワッシャ 1, 20, 25, 30 Reinforcing bar joint 2 Reinforcing bar insertion part 3 Sleeve 4 Tightening body 5 Lock bolt 6 Beam main bar 7 Tapered point 8 Female screw 9 Wedge piece 10 O-ring 11 Pushing part 12 Storage groove 13 Spring washer

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成8年6月24日[Submission date] June 24, 1996

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図4[Correction target item name] Fig. 4

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図4】(1)はロックボルトの断面図、(2)は同平
面図、(3)は同底面図、(4)はスプリングワッシャ
の正面図、(5)は同平面図である。
4A is a sectional view of a lock bolt, FIG. 4B is a plan view thereof, FIG. 4C is a bottom view thereof, FIG. 4B is a front view of a spring washer, and FIG.

【手続補正3】[Procedure 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図5[Correction target item name] Fig. 5

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図5】(1)〜(3)は他のロックボルトの断面図で
ある。
5 (1) to (3) are cross-sectional views of other lock bolts.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 スリーブに先細状の鉄筋挿入部が先細部
を相反する方向に向けて複数形成され、前記先細部には
締付体が挿入され、該締付体を押し込むロックボルトが
鉄筋挿入部にねじ込まれた鉄筋継手。
1. A plurality of tapered reinforcing bar insertion portions are formed on a sleeve so that the tapered portions are opposed to each other, a tightening body is inserted into the tapered portions, and a lock bolt for pushing the tightening body is inserted into the reinforcing bar. Reinforcing bar joint screwed into the part.
【請求項2】 前記締付体の内面には掛止ネジが設けら
れたことを特徴とする請求項1に記載の鉄筋継手。
2. The reinforcing bar joint according to claim 1, wherein a retaining screw is provided on an inner surface of the tightening body.
【請求項3】 前記掛止ネジのネジ山を鉄筋が引張られ
たときにその表面に食い込むように設けたことを特徴と
する請求項2に記載の鉄筋継手。
3. The reinforcing bar joint according to claim 2, wherein the thread of the retaining screw is provided so as to bite into the surface of the reinforcing bar when the reinforcing bar is pulled.
【請求項4】 前記ロックボルトの前面には鉄筋の端部
が収納される収納溝が凹設され、該収納溝にはスプリン
グワッシャが設けられていることを特徴とする請求項1
又は2に記載の鉄筋継手。
4. A storage groove for accommodating an end portion of a reinforcing bar is provided in a front surface of the lock bolt, and a spring washer is provided in the storage groove.
Or the rebar joint according to 2.
【請求項5】 前記ロックボルトの先端部には締付体を
押し込む先細状の押込部が形成されたことを特徴とする
請求項1、2、4のいずれかに記載の鉄筋継手。
5. The reinforcing bar joint according to claim 1, wherein a tapered pushing portion for pushing the tightening body is formed at a tip portion of the lock bolt.
【請求項6】 前記スリーブと、締付体と、ロックボル
トは鉄筋よりも高張力の金属で製造されたことを特徴と
する請求項1、2、4、5のいずれかに記載の鉄筋継
手。
6. The reinforcing bar joint according to claim 1, wherein the sleeve, the tightening body, and the lock bolt are made of a metal having a higher tensile strength than a reinforcing bar. .
JP4101496A 1996-02-28 1996-02-28 Reinforcement joint Pending JPH09228555A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4101496A JPH09228555A (en) 1996-02-28 1996-02-28 Reinforcement joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4101496A JPH09228555A (en) 1996-02-28 1996-02-28 Reinforcement joint

Publications (1)

Publication Number Publication Date
JPH09228555A true JPH09228555A (en) 1997-09-02

Family

ID=12596548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4101496A Pending JPH09228555A (en) 1996-02-28 1996-02-28 Reinforcement joint

Country Status (1)

Country Link
JP (1) JPH09228555A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114635511A (en) * 2022-04-18 2022-06-17 重庆道同建材有限公司 Prefabricated module connecting process of prefabricated building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114635511A (en) * 2022-04-18 2022-06-17 重庆道同建材有限公司 Prefabricated module connecting process of prefabricated building
CN114635511B (en) * 2022-04-18 2023-09-22 重庆道同建材有限公司 Prefabricated module connecting process of assembled building

Similar Documents

Publication Publication Date Title
US6327829B1 (en) Connecting structure for concrete block and connector used therefor
KR101988611B1 (en) non-slip steel bar reinforcement coupler
JPH10245855A (en) Reinforcing connection device for steel pipe pile
JPH09228554A (en) Reinforcement joint
KR102105141B1 (en) Reinforcing bar coupler with tapered clamping structure
JPH09228555A (en) Reinforcement joint
JPH09279766A (en) Joint structure of deformed reinforcement
JP3999435B2 (en) Steel bar joint structure
JP2006077482A (en) Steel pipe pile structure
KR100272745B1 (en) A connector of concrete reinforcing bar
KR200177975Y1 (en) Reinforcing bar connector
JPH09279768A (en) Joint structure of reinforcement
KR200178999Y1 (en) Clamp for union of reinforcing bar
KR20010001355U (en) Clamp for union of reinforcing bar
JP3544917B2 (en) Concrete block connection structure
JP2517918Y2 (en) Rock bolt for civil engineering
JPH09228556A (en) Joint for bar like body
JP2003055963A (en) Pile head structure and pile head metal fitting
JP2521815Y2 (en) Connection device for reinforced concrete lining
KR200243949Y1 (en) Clamp for union of reinforcing bar
JP3032662U (en) Deformed bar joint structure
JPH10280562A (en) Joint construction of precast concrete member
KR200210602Y1 (en) Sleeve-fitted Rebar Fittings
JP2003343085A (en) Reinforcement-side coupling fitting for separator
JP2009013733A (en) Construction method for butting lap joint using coupler and butting lap joint