JPH0718787A - Pc-steel stranded wire connector and connecting method - Google Patents

Pc-steel stranded wire connector and connecting method

Info

Publication number
JPH0718787A
JPH0718787A JP8445091A JP8445091A JPH0718787A JP H0718787 A JPH0718787 A JP H0718787A JP 8445091 A JP8445091 A JP 8445091A JP 8445091 A JP8445091 A JP 8445091A JP H0718787 A JPH0718787 A JP H0718787A
Authority
JP
Japan
Prior art keywords
wedge
stranded wire
steel
steel stranded
wall
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
JP8445091A
Other languages
Japanese (ja)
Other versions
JP2808917B2 (en
Inventor
Keiji Yamagata
敬二 山縣
Kunji Kojima
勲二 小嶋
Yoshitaka Nishida
吉孝 西田
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.)
NEAL MIDDLETON HAWKINS
NIIRU MIDORUTON HOUKINZU
Anderson Technology Corp
Sumitomo Construction Co Ltd
Original Assignee
NEAL MIDDLETON HAWKINS
NIIRU MIDORUTON HOUKINZU
Anderson Technology Corp
Sumitomo Construction Co 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 NEAL MIDDLETON HAWKINS, NIIRU MIDORUTON HOUKINZU, Anderson Technology Corp, Sumitomo Construction Co Ltd filed Critical NEAL MIDDLETON HAWKINS
Priority to JP8445091A priority Critical patent/JP2808917B2/en
Publication of JPH0718787A publication Critical patent/JPH0718787A/en
Application granted granted Critical
Publication of JP2808917B2 publication Critical patent/JP2808917B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To abolish a spring for urging a wedge, to facilitate expansion of an inner wall, to facilitate insertion of a PC steel stranded wire, and to eliminate a need for the execution of a preliminary tension work to confirm whether a wedge normally nips the PC stranded wire by previously pressing a wedge in a fit-in part by a screw force. CONSTITUTION: This connection tool comprises a joint 2 for connection to threadedly fix male screw parts 7 and 7 at both sides; right and left chuck bodies 3 and 3 to internally situate a female screw part 11 threadedly engaged with the male screw part 7 and a tapered fit-in part 12; and a divided wedge 4 fitted in a fit-in part 12 and fastening a PC steel stranded wire 5 against an inner wall 13. A chuck body 3 is screwed in the joint 2 for connection as the end face 15 of the wedge 4 is brought into contact therewith.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はプレストレストコンクリ
ート工法におけるPC鋼撚り線接続具及びその接続方法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a PC steel stranded wire connecting tool and its connecting method in a prestressed concrete construction method.

【0002】[0002]

【従来の技術】従来のPC鋼撚り線接続具34として
は、図6に示すように、左右両側に雄ねじ部36、36
を螺設した接続用ジョイント35に対し、左右一対のチ
ャックボデイ37,37を左右から螺入して、そのテー
パー状嵌入部29で分割されたウェッジ24を締付け、
その内壁30で左右から挿入されたPC鋼撚り線25,
25を締着している。図6では、PC鋼撚り線25は簡
略に外形線で図示されている。
2. Description of the Related Art As a conventional PC steel stranded wire connector 34, as shown in FIG. 6, male screw portions 36, 36 are provided on both left and right sides.
A pair of left and right chuck bodies 37, 37 are screwed into the connection joint 35 in which is screwed from the left and right, and the wedge 24 divided by the tapered fitting portion 29 is tightened,
PC steel stranded wire 25 inserted from the left and right with its inner wall 30,
Tighten 25. In FIG. 6, the PC steel stranded wire 25 is simply illustrated as a contour line.

【0003】かつまた、接続用ジョイント35の底壁4
0の両側には円形孔38,38を穿設し、その中にスプ
リング39,39が対向的に装着され、各ウェッジ2
4,24を各テーパー状嵌入部29,29に押し込む方向
に付勢している。かくして、ウェッジ24,24はスプ
リング39,39の反力を受け、チャックボデイ37,
37の螺入により締付けられる。
Further, the bottom wall 4 of the joint 35 for connection is also provided.
Circular holes 38, 38 are formed on both sides of 0, and springs 39, 39 are mounted in the holes so as to face each other.
4, 24 are urged in the direction of pushing into the tapered fitting portions 29, 29. Thus, the wedges 24, 24 receive the reaction force of the springs 39, 39, and the chuck body 37,
It is tightened by screwing in 37.

【0004】しかして、プレストレストコンクリート工
法においては、PC鋼撚り線25,25の間には軸線C
−C方向に緊張力が加えられるので、図示のごとく、分
割されたウェッジ24はテーパー状嵌入部29に整合さ
れ、PC鋼撚り線25は真直姿勢に保持されて前記のウ
ェッジ24に確実にグリップされることが必要となる。
However, in the prestressed concrete construction method, the axis C is provided between the PC steel strands 25, 25.
Since tension is applied in the -C direction, the divided wedge 24 is aligned with the tapered fitting portion 29, and the PC steel twisted wire 25 is held in a straight posture to securely grip the wedge 24 as shown in the figure. Need to be done.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、従来構
造のPC鋼撚り線接続具34では、開口部32からPC
鋼撚り線25を挿込むとき、たいていは一方の側のPC
鋼撚り線25が20m以上の長さを有し、鋼撚り線を真
直に制御しつつ挿込むのが難しく、また大きな力を要す
るのではずみによりスプリング39が不均等に伸縮した
ままとなり、ウェッジ24を真直に付勢していない場合
が起こり得ること、またウェッジがPC鋼撚り線を締着
するにはPC鋼撚り線が引張られた初期にウェッジ24
がPC鋼撚り線を挟み込み、両者一体となってテーパー
部29内に入り込んで、テーパー部29のくさび作用に
よる面圧がPC鋼撚り線とウェッジ内壁30の間でスリ
ップを生じない程度に十分でなければならないが、この
挟み込み作用の確認は撚り線の引張強度の5〜15%程
度の引張荷重が働くまで確認できないこと等の問題点を
有している。
However, in the PC steel stranded wire connector 34 of the conventional structure, the PC steel stranded wire connector 34 is connected to the PC through the opening 32.
When inserting the steel stranded wire 25, usually one side of the PC
The steel stranded wire 25 has a length of 20 m or more, and it is difficult to insert the steel stranded wire while controlling the steel stranded wire in a straight line. Further, since a large force is required, the spring 39 keeps expanding and contracting unevenly, and the wedge 24 It is possible that the case where the PC steel stranded wire is not urged straightly and the wedge is fastened to the PC steel stranded wire is not necessary.
Inserts the PC steel stranded wire into the taper portion 29 as a unit, and the surface pressure due to the wedge action of the taper portion 29 is not enough to cause slip between the PC steel stranded wire and the wedge inner wall 30. However, there is a problem that confirmation of the sandwiching action cannot be confirmed until a tensile load of about 5 to 15% of the tensile strength of the stranded wire is applied.

【0006】前記不都合状態の発見と挟み込み作用の確
認のために、従来は接続施工後にPC鋼撚り線25に対
して中心軸線C−C方向に矢印の予備緊張を加えること
が義務づけられているが、特殊な油圧装置などを要し、
時間と手間がかかるために作業遅れや作業コストの上昇
を招いていた。
In order to detect the above-mentioned inconvenient state and confirm the sandwiching action, it is conventionally obliged to apply pre-tension of the arrow in the direction of the central axis C-C to the PC steel stranded wire 25 after the connection work. , Requires a special hydraulic system,
Since it takes time and labor, work delays and work cost rises.

【0007】[0007]

【課題を解決するための手段】本発明は前記課題の解決
を目的とするもので、従来接続具の構造の特徴であるウ
ェッジ付勢用スプリングを廃止して内壁の拡開を容易に
すると共に挿込み易くし、従来のスプリングの付勢力と
接続施工後の予備緊張に依存していた締着作用を直接的
にチャックボデイの螺入締込みにより締着可能にして従
来の不都合不安要因を解決し、ひいては作業遅れ、コス
ト上昇の要因である予備緊張の工程を不要にするもので
ある。
SUMMARY OF THE INVENTION The present invention is intended to solve the above-mentioned problems, and eliminates the wedge urging spring, which is a feature of the structure of a conventional connector, to facilitate the expansion of the inner wall. It is easy to insert, and the tightening action that depended on the biasing force of the conventional spring and the pre-tension after connection construction can be tightened directly by screwing in the chuck body, solving the conventional inconvenience factor However, the process of pre-tensioning, which is a factor of work delay and cost increase, becomes unnecessary.

【0008】すなわち本発明の構成は、(1)部材外周
の中央に螺結用掴持部6を具備し、その左右両側に雄ね
じ部7,7を螺設し、その中心の軸線(C−C)方向に
底壁8を挟んで対向する円形孔9,9を穿設してなる接
続用ジョイント2と、筒体外周の後端に螺結用掴持部1
0を具備し、その内周先端に前記雄ねじ部7と螺合する
雌ねじ部11を内設し、その後端にテーパー状の嵌入部
12を形設してなる左右一対のチャックボデイ3,3
と、前記嵌入部12に嵌入され、その内壁13でPC鋼
撚り線5をグリップする分割されたウェッジ4とからな
ることを特徴とするPC鋼撚り線接続具1、及び(2)
同PC鋼撚り線接続具1において、先ずチャックボデイ
3を弛めて接続用ジョイント2とウェッジ4の間を離隔
し、PC鋼撚り線5を開口部17から挿込み、ウェッジ
4を接続用ジョイント2に当接させて内壁13の割れ目
20を拡開し、内壁13内を挿通して先端18を底壁8
に突当て、底壁8によりPC鋼撚り線5を真直姿勢に補
正し、次に、チャックボデイ3を締込んでウェッジ4を
嵌入部12に押込み、内壁13でPC鋼撚り線5を締着
するごとくしたことを特徴とするPC鋼撚り線5の接続
方法である。
That is, according to the structure of the present invention, (1) the gripping portion 6 for screwing is provided at the center of the outer periphery of the member, and the male screw portions 7, 7 are screwed on both right and left sides thereof, and the axis (C- A connecting joint 2 formed by forming circular holes 9 and 9 facing each other with the bottom wall 8 sandwiched in the C direction, and a screwing grip portion 1 at the rear end of the outer circumference of the cylindrical body.
A pair of left and right chuck bodies 3, 3 each having a female threaded portion 11 internally threaded with the male threaded portion 7 and a tapered fitting portion 12 formed at the rear end thereof.
And a split wedge 4 which is fitted into the fitting portion 12 and grips the PC steel stranded wire 5 by the inner wall 13 thereof, and a PC steel stranded wire connector 1 and (2)
In the PC steel twisted wire connector 1, first, the chuck body 3 is loosened to separate the joint 2 for connection and the wedge 4, the PC steel twisted wire 5 is inserted from the opening 17, and the wedge 4 is connected. 2 is abutted against the inner wall 13 to expand the crack 20 and is inserted through the inner wall 13 so that the tip 18 is attached to the bottom wall 8.
The PC steel stranded wire 5 is corrected to a straight posture by the bottom wall 8, then the chuck body 3 is tightened, the wedge 4 is pushed into the fitting portion 12, and the PC steel stranded wire 5 is tightened by the inner wall 13. This is a method of connecting the PC steel twisted wire 5 characterized in that

【0009】上記接続具においては、筒体外周の螺結用
掴持部10が4角形、6角形、8角形等の多角形状のも
のであることは好ましく、また接続用ジョイント2の端
面14にウェッジ4の端面15を当接させて、チャック
ボデイ3を螺結可能とすることも好ましい。さらに、ウ
ェッジ4の内壁13に、PC鋼撚り線5に対して引抜方
向Dに抵抗となる鋸歯状溝16を形設することも好まし
い。
In the above-mentioned connecting tool, it is preferable that the screwing gripping portion 10 on the outer periphery of the cylindrical body has a polygonal shape such as a quadrangle, a hexagon, an octagon, and the like. It is also preferable that the end surface 15 of the wedge 4 is brought into contact with the chuck body 3 so that the chuck body 3 can be screwed. Further, it is also preferable to form a saw-toothed groove 16 that serves as a resistance in the drawing direction D with respect to the PC steel strand 5 on the inner wall 13 of the wedge 4.

【0010】[0010]

【実施例】以下に本発明の実施例を詳細に説明する。図
1はPC鋼撚り線を接続した状態を示す本発明のPC鋼
撚り線接続具の正面断面図であり、図2は図1のA−A
線に沿った中央断面図、図3は図1のB−B線に沿った
側面断面図である。
EXAMPLES Examples of the present invention will be described in detail below. FIG. 1 is a front sectional view of a PC steel twisted wire connector of the present invention showing a state where PC steel twisted wires are connected, and FIG. 2 is AA of FIG.
FIG. 3 is a central sectional view taken along the line, and FIG. 3 is a side sectional view taken along the line BB in FIG.

【0011】本発明のPC鋼撚り線接続具1は中央の接
続用ジョィント2と、その左右に螺着したチャックボデ
ィ3,3と、対向するテーパー状の嵌入部12,12で締
付けられる左右一対の分割されたウェッジ4,4とから
なり、内壁13,13で左右のPC鋼撚り線5,5を締着
して接続する。
The PC steel twisted wire connector 1 of the present invention comprises a connecting joint 2 in the center, chuck bodies 3 and 3 screwed to the left and right sides thereof, and a pair of left and right tightened by opposed tapered fitting portions 12 and 12. And the divided wedges 4, 4, and the left and right PC steel stranded wires 5, 5 are fastened and connected by the inner walls 13, 13.

【0012】接続用ジョィント2は、その部材外周の中
央にスパナー等で螺結し易いように、4角又は6角形状
の掴持部6を具備する。なお、円形の掴持部6をローレ
ット加工してパイプレンチで螺結してもよい。また掴持
部6の左右両側には雄ねじ部7,7が螺設し、雄ねじ部
7,7は左右対向して加工される。また部材中心の軸線
C−C方向には底壁8を挟んで左右に円形孔9,9が穿
設してある。また接続用ジョィント2の端面14をウェ
ッジ4の端面15に当接させて締付けるから、両端面と
も平坦で、円形孔9の内径は端面14の外径より小さい
ことが望ましく、他方PC鋼撚り線5を挿込むからその
外径より大きいことが望ましい。なお底壁8には小径の
空気孔が穿設される。
The connecting joint 2 is provided with a quadrangular or hexagonal gripping portion 6 at the center of the outer periphery of the member so that it can be easily screwed with a spanner or the like. The circular grip portion 6 may be knurled and screwed with a pipe wrench. Further, male screw portions 7 and 7 are screwed on the right and left sides of the grip portion 6, and the male screw portions 7 and 7 are machined so as to face each other left and right. Further, circular holes 9, 9 are formed on the left and right sides of the bottom wall 8 in the axial direction CC of the member center. Further, since the end face 14 of the connecting joint 2 is brought into contact with the end face 15 of the wedge 4 and tightened, it is desirable that both end faces are flat and the inner diameter of the circular hole 9 is smaller than the outer diameter of the end face 14, while the PC steel stranded wire is used. Since 5 is inserted, it is desirable that it is larger than its outer diameter. A small-diameter air hole is formed in the bottom wall 8.

【0013】チャックボディ3は、その筒体外周の後端
にスパナー等で螺結し易いように、4角又は6角形状の
掴持部6を具備する。なお円形部にローレット加工して
パイプレンチで螺結してもよい。また中心方向の内周先
端には接続用ジョィント2の雄ねじ部7と螺合する雌ね
じ部11が内設され、接続用ジョィント2の左右に螺結
自在となっている。そしてその内周後端には、後端面の
開口部17からテーパー状に拡がった嵌入部12が形設
される。開口部17の内径はPC鋼撚り線5の外径より
若干大きく穿設される。
The chuck body 3 is provided with a quadrangular or hexagonal gripping portion 6 at the rear end of the outer periphery of its cylindrical body so that it can be easily screwed with a spanner or the like. The circular portion may be knurled and screwed with a pipe wrench. Further, a female screw portion 11 which is screwed with the male screw portion 7 of the connecting joint 2 is internally provided at the tip of the inner periphery in the center direction, and can be screwed to the left and right of the connecting joint 2. At the rear end of the inner circumference thereof, a fitting portion 12 is formed which is expanded in a tapered shape from the opening 17 of the rear end surface. The inner diameter of the opening 17 is slightly larger than the outer diameter of the PC steel strand 5.

【0014】図4はウェッジ4の説明用展開図であっ
て、4ー1は3分割されたもの、4ー2は2分割された
ものである。2分割より3分割が好ましい。また図5は
内壁13の鋸歯状溝16を説明するための部分断面図で
ある。割れ目20で3又は2分割されたテーパー状のウ
ェッジ4は、チャックボディ3の嵌入部12に嵌入され
る。ウェッジ4の中心にはPC鋼撚り線5よりも小さい
円孔が貫通され、嵌入と共にその3又は2分割された内
壁13でPC鋼撚り線5を締着する。また内壁13に
は、PC鋼撚り線5に対して引抜方向Dに抵抗となるご
とく鋸歯状溝16が形設されている。またウェッジ4の
外周には方形状の円周溝19が凹設され、該円周溝19
にワイヤ33を捲装して、ウェッジ4の一体化の一助に
している。
FIG. 4 is an exploded development view of the wedge 4, in which 4-1 is divided into three parts and 4-2 is divided into two parts. Three divisions are preferable to two divisions. Further, FIG. 5 is a partial cross-sectional view for explaining the saw-tooth groove 16 of the inner wall 13. The tapered wedge 4 divided into three or two at the split 20 is fitted into the fitting portion 12 of the chuck body 3. A circular hole smaller than the PC steel twisted wire 5 is penetrated through the center of the wedge 4, and the PC steel twisted wire 5 is fastened by the inner wall 13 divided into three or two when fitting. Further, the inner wall 13 is formed with saw-tooth grooves 16 so as to resist the PC steel strand 5 in the drawing direction D. A rectangular circumferential groove 19 is provided on the outer circumference of the wedge 4, and the circumferential groove 19 is
A wire 33 is wound around the wire to help integrate the wedge 4.

【0015】次に、上記のごとく構成されたPC鋼撚り
線接続具1によるPC鋼撚り線5の接続方法を説明す
る。先ず接続用ジョィント2に螺結された左右のチャッ
クボディ3,3を弛めて、接続用ジョィント2の端面1
4とウェッジ4の端面15の間を離隔する。
Next, a method of connecting the PC steel twisted wire 5 by the PC steel twisted wire connector 1 constructed as described above will be described. First, the left and right chuck bodies 3, 3 screwed to the connecting joint 2 are loosened, and the end surface 1 of the connecting joint 2 is loosened.
4 and the end surface 15 of the wedge 4 are separated from each other.

【0016】PC鋼撚り線5を開口部17から挿込み、
ウェッジ4の端面15が接続用ジョィント2の端面14
に当接するまでその先端18でウェッジ4を押し込む。
分割されたウェッジ4はワイヤ33で一体的に移動し
て、嵌入部12への嵌入状態から解放され、内壁13が
割れ目20で拡開可能となる。
Insert the PC steel stranded wire 5 through the opening 17,
The end surface 15 of the wedge 4 is the end surface 14 of the connecting joint 2.
The wedge 4 is pushed in by its tip 18 until it abuts against.
The divided wedges 4 are integrally moved by the wires 33, released from the fitted state in the fitting portion 12, and the inner wall 13 can be expanded at the crack 20.

【0017】PC鋼撚り線5は内壁13内を挿通可能と
なり、その先端18は内壁13を通って底壁8に突当た
る。PC鋼撚り線5は底壁8により真直姿勢に補正され
る。
The PC steel stranded wire 5 can be inserted through the inner wall 13, and the tip 18 thereof passes through the inner wall 13 and abuts on the bottom wall 8. The PC steel strand 5 is corrected to a straight posture by the bottom wall 8.

【0018】次に掴持部6と掴持部10を使って、チャ
ックボディ3を接続用ジョィント2に螺入し締込む。ウ
ェッジ4は嵌入部12に再び嵌入され、分割された内壁
13は縮閉されて、PC鋼撚り線5を締着し、接続が完
了する。なお締着状態においては雄ねじ部7と雌ねじ部
11の間には、若干の締め代が残される。また左右を別
々に接続してもよく、左右を同時に接続してもよい。
Next, the chuck body 3 is screwed into the connecting joint 2 and tightened by using the grip portion 6 and the grip portion 10. The wedge 4 is fitted into the fitting portion 12 again, the divided inner wall 13 is contracted and closed, the PC steel stranded wire 5 is fastened, and the connection is completed. In the tightened state, a slight tightening margin is left between the male screw portion 7 and the female screw portion 11. The left and right sides may be connected separately, or the left and right sides may be connected simultaneously.

【0019】[0019]

【発明の効果】本発明は上記の構成及び作用を有するの
で、下記の種々の効果を奏することができる。先ず直接
的な螺入締込みでよいから、接続作業が簡易であり、ま
た締着状態の確認が容易である。また、従来の予備緊張
の施工が不要となるので、作業遅れ、コスト上昇等の不
都合が除去される。そして、本PC鋼撚り線接続具は、
スプリングの付勢力がないためPC鋼撚り線を挿込み易
い。
Since the present invention has the above-mentioned constitution and operation, it can exert the following various effects. First, since direct screw-in tightening is sufficient, connection work is simple and the tightened state can be easily confirmed. Further, since the conventional construction of preliminary tension is unnecessary, inconveniences such as work delay and cost increase can be eliminated. And this PC steel stranded wire connector is
Since there is no spring bias, it is easy to insert PC steel strands.

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

【図1】本発明実施例のPC鋼撚り線接続具の正面断面
図である。
FIG. 1 is a front sectional view of a PC steel twisted wire connector according to an embodiment of the present invention.

【図2】図1のA−A線に沿った中央断面図である。FIG. 2 is a central sectional view taken along the line AA of FIG.

【図3】図1のBーB線に沿った側面断面図である。FIG. 3 is a side sectional view taken along line BB of FIG.

【図4】分割されたウェッジの説明用展開図であって、
4ー1は3分割されたもの、4ー2は2分割されたもの
である
FIG. 4 is an exploded development view of the divided wedge,
4-1 is divided into 3 parts, 4-2 is divided into 2 parts

【図5】鋸歯溝を形設したウェッジ内壁の部分断面図で
ある。
FIG. 5 is a partial cross-sectional view of an inner wall of a wedge in which a saw tooth groove is formed.

【図6】従来構造のPC鋼撚り線接続具の正面断面図で
ある。
FIG. 6 is a front sectional view of a conventional PC steel stranded wire connector.

【符号の説明】 1 PC鋼撚り線接続具 2 接続用ジョィント 3 チャックボディ 4 ウェッジ 5 PC鋼撚り線 6 掴持部 7 雄ねじ部 8 底壁 9 円形孔 10 掴持部 11 雌ねじ部 12 嵌入部 13 内壁 14 端面 15 端面 17 開口部 18 先端 19 円周溝 33 ワイヤ 34 従来のPC鋼撚り線接続具[Explanation of Codes] 1 PC steel twisted wire connector 2 Joint for connection 3 Chuck body 4 Wedge 5 PC steel twisted wire 6 Gripping part 7 Male screw part 8 Bottom wall 9 Circular hole 10 Gripping part 11 Female screw part 12 Fitting part 13 Inner wall 14 End surface 15 End surface 17 Opening 18 Tip 19 Circumferential groove 33 Wire 34 Conventional PC steel stranded wire connector

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000183325 住友建設株式会社 東京都新宿区荒木町13番地の4 (72)発明者 山縣 敬二 札幌市豊平区平岡10条1の1の15 道路公 団住宅134号 (72)発明者 小嶋 勲二 札幌市南区澄川2条2の2の16 道路公団 住宅101号 (72)発明者 西田 吉孝 神戸市灘区高羽町4丁目4−12 ─────────────────────────────────────────────────── ─── Continuation of the front page (71) Applicant 000183325 Sumitomo Construction Co., Ltd. 13-13 Araki-cho, Shinjuku-ku, Tokyo (72) Inventor Keiji Yamagata 10-1 1 Hiraoka, Toyohira-ku, Sapporo Housing No. 134 (72) Inventor Isoji Kojima, Sumikawa Minami-ku, Sapporo-shi 2-2-2-16 Road Public Corporation Housing No. 101 (72) Inventor Yoshitaka Nishida 4-12 Takaha-cho, Nada-ku, Kobe

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 部材外周の中央に螺結用掴持部6を具備
し、その左右両側に雄ねじ部7,7を螺設し、その中心
の軸線(C−C)方向に底壁8を挟んで対向する円形孔
9,9を穿設してなる接続用ジョイント2と、筒体外周
の後端に螺結用掴持部10を具備し、その内周先端に前
記雄ねじ部7と螺合する雌ねじ部11を内設し、その後
端にテーパー状の嵌入部12を形設してなる左右一対の
チャックボデイ3,3と、前記嵌入部12に嵌入され、
その内壁13でPC鋼撚り線5をグリップする分割され
たウェッジ4とからなることを特徴とするPC鋼撚り線
接続具1。
1. A gripping portion (6) for screwing is provided at the center of the outer periphery of the member, and male screw portions (7, 7) are screwed on both left and right sides of the gripping portion (6), and a bottom wall (8) is formed in the central axis (CC) direction. The connecting joint 2 is formed by forming circular holes 9 and 9 facing each other, and a screwing gripping portion 10 is provided at the rear end of the outer circumference of the cylindrical body. A pair of left and right chuck bodies 3, 3 each having a female thread portion 11 to be fitted therein and a tapered fitting portion 12 formed at the rear end thereof, and fitted into the fitting portion 12;
A PC steel stranded wire connector 1 comprising a divided wedge 4 which grips a PC steel stranded wire 5 on its inner wall 13.
【請求項2】 筒体外周の螺結用掴持部10が多角形状
のものであることを特徴とする請求項1記載のPC鋼撚
り線接続具1。
2. The PC steel twisted-wire connector 1 according to claim 1, wherein the threaded gripping portion 10 on the outer circumference of the cylindrical body has a polygonal shape.
【請求項3】 接続用ジョイント2の端面14にウェッ
ジ4の端面15を当接させて、チャックボデイ3を螺結
可能としたことを特徴とする請求項1又は2記載のPC
鋼撚り線接続具1。
3. The PC according to claim 1, wherein the chuck body 3 can be screwed by bringing the end surface 15 of the wedge 4 into contact with the end surface 14 of the connecting joint 2.
Steel stranded wire connector 1.
【請求項4】 ウェッジ4の内壁13に、PC鋼撚り線
5に対して引抜方向Dに抵抗となる鋸歯状溝16を形設
したことを特徴とする請求項1ないし3のいずれかに記
載のPC鋼撚り線接続具1。
4. The inner wall 13 of the wedge 4 is provided with a saw-toothed groove 16 that acts as a resistance against the PC steel strand 5 in the drawing direction D, according to any one of claims 1 to 3. PC steel stranded wire connector 1.
【請求項5】 分割されたウェッジ4の外周に方形状の
円周溝19を凹設し、該円周溝19にワイヤ33を捲装
して割れ目20でずれないようにしたことを特徴とする
請求項1ないし4のいずれかに記載のPC鋼撚り線接続
具1。
5. A rectangular circumferential groove 19 is provided on the outer periphery of the divided wedge 4, and a wire 33 is wound around the circumferential groove 19 so that the cracks 20 do not shift. The PC steel stranded wire connector 1 according to any one of claims 1 to 4.
【請求項6】 請求項1ないし5のいずれかに記載のP
C鋼撚り線接続具1において、先ずチャックボデイ3を
弛めて接続用ジョイント2とウェッジ4の間を離隔し、
PC鋼撚り線5を開口部17から挿込み、ウェッジ4を
接続用ジョイント2に当接させて内壁13の割れ目20
を拡開し、内壁13内を挿通して先端18を底壁8に突
当て、底壁8によりPC鋼撚り線5を真直姿勢に補正
し、次に、チャックボデイ3を締込んでウェッジ4を嵌
入部12に押込み、内壁13でPC鋼撚り線5を締着す
るごとくしたことを特徴とするPC鋼撚り線5の接続方
法。
6. P according to any one of claims 1 to 5.
In the C steel stranded wire connection tool 1, first, the chuck body 3 is loosened to separate the connection joint 2 and the wedge 4,
The PC steel stranded wire 5 is inserted through the opening 17, the wedge 4 is brought into contact with the connecting joint 2, and the crack 20 in the inner wall 13 is inserted.
The inner wall 13 and the tip 18 abuts against the bottom wall 8. The bottom wall 8 corrects the PC steel stranded wire 5 to a straight posture, and then the chuck body 3 is tightened to close the wedge 4. The method for connecting the PC steel twisted wire 5 is characterized in that the PC steel twisted wire 5 is pressed into the fitting portion 12 and the PC steel twisted wire 5 is fastened by the inner wall 13.
JP8445091A 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method Expired - Fee Related JP2808917B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8445091A JP2808917B2 (en) 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8445091A JP2808917B2 (en) 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method

Publications (2)

Publication Number Publication Date
JPH0718787A true JPH0718787A (en) 1995-01-20
JP2808917B2 JP2808917B2 (en) 1998-10-08

Family

ID=13830956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8445091A Expired - Fee Related JP2808917B2 (en) 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method

Country Status (1)

Country Link
JP (1) JP2808917B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100240099B1 (en) * 1997-07-28 2000-06-01 정경옥 Coupler for iron bar
KR100377923B1 (en) * 2000-12-06 2003-03-29 김영찬 apparatus for connecting inserting-type iron rod and method thereof
KR100760009B1 (en) * 2006-05-04 2007-09-19 삼양기전(주) Reinforcing rod a coupling device
EP3095925A1 (en) * 2015-05-18 2016-11-23 Spiroll Precast Services Limited Clamp lock anchor
CN109423949A (en) * 2017-08-24 2019-03-05 中冶长天国际工程有限责任公司 A kind of attachment device and connection method of segmented prestress wire
KR102033282B1 (en) * 2019-05-03 2019-11-08 서재홍 Manufacturing method of coupler for connecting reinforcing rod
KR102601071B1 (en) * 2023-05-16 2023-11-10 컨텍이앤씨 주식회사 Cable anchor
WO2024025092A1 (en) * 2022-07-26 2024-02-01 주식회사 알오씨 One-touch rebar coupler having integrated-type coupler body

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100240099B1 (en) * 1997-07-28 2000-06-01 정경옥 Coupler for iron bar
KR100377923B1 (en) * 2000-12-06 2003-03-29 김영찬 apparatus for connecting inserting-type iron rod and method thereof
KR100760009B1 (en) * 2006-05-04 2007-09-19 삼양기전(주) Reinforcing rod a coupling device
EP3095925A1 (en) * 2015-05-18 2016-11-23 Spiroll Precast Services Limited Clamp lock anchor
CN109423949A (en) * 2017-08-24 2019-03-05 中冶长天国际工程有限责任公司 A kind of attachment device and connection method of segmented prestress wire
KR102033282B1 (en) * 2019-05-03 2019-11-08 서재홍 Manufacturing method of coupler for connecting reinforcing rod
WO2024025092A1 (en) * 2022-07-26 2024-02-01 주식회사 알오씨 One-touch rebar coupler having integrated-type coupler body
KR102601071B1 (en) * 2023-05-16 2023-11-10 컨텍이앤씨 주식회사 Cable anchor

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