JP2768032B2 - PC steel stranded wire connector and connection method - Google Patents

PC steel stranded wire connector and connection method

Info

Publication number
JP2768032B2
JP2768032B2 JP3084451A JP8445191A JP2768032B2 JP 2768032 B2 JP2768032 B2 JP 2768032B2 JP 3084451 A JP3084451 A JP 3084451A JP 8445191 A JP8445191 A JP 8445191A JP 2768032 B2 JP2768032 B2 JP 2768032B2
Authority
JP
Japan
Prior art keywords
wedge
steel
wall
stranded wire
wire
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.)
Expired - Fee Related
Application number
JP3084451A
Other languages
Japanese (ja)
Other versions
JPH0718788A (en
Inventor
敬二 山縣
勲二 小嶋
吉孝 西田
Original Assignee
アンダーソンテクノロジー株式会社
ニイル ミドルトン ホウキンズ
住友建設株式会社
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 アンダーソンテクノロジー株式会社, ニイル ミドルトン ホウキンズ, 住友建設株式会社 filed Critical アンダーソンテクノロジー株式会社
Priority to JP3084451A priority Critical patent/JP2768032B2/en
Publication of JPH0718788A publication Critical patent/JPH0718788A/en
Application granted granted Critical
Publication of JP2768032B2 publication Critical patent/JP2768032B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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 connector and a connecting method in a prestressed concrete method.

【0002】[0002]

【従来の技術】従来のPC鋼撚り線接続具21又は49
としては、図6の6−1図に示すように、両端内壁にね
じ部28を螺設した円筒カップラー22に、左右一対の
チャックボディ23,23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2
5,25を締着しているものがある。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 Conventional PC steel stranded wire connector 21 or 49
As shown in FIG. 6A, a pair of left and right chuck bodies 23 are screwed into a cylindrical coupler 22 having screw portions 28 screwed into inner walls at both ends from the left and right sides, and the tapered fitting thereof is performed. The wedge 24 divided at the portion 29 is tightened, and the PC steel stranded wire 2 inserted from the left and right at the inner wall 30 thereof.
Some have fastened 5,25. In FIG. 6, the PC steel stranded wire 25 is schematically illustrated by an outline.

【0003】かつまた、円筒カップラー22の内部には
円筒スサ26が装入され、その中間仕切板31の両側に
は円錐状のスプリング27が対向的に装着され、各ウェ
ッジ24,24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はスプ
リング27の反力を受け、チャックボディ23の螺入に
より締付けられる。また、図6の6ー2図に示すよう
に、前記の円筒カップラー22と中間仕切板31とを合
わせて、軸線方向に底壁51を挟んで対向する円形孔3
8,38を穿設し、該孔38,38にスプリング39,
39を対向的に装着して円筒カップラー50を構成して
なる従来のPC鋼撚り線接続具49もある。
Further, a cylindrical susa 26 is inserted into the inside of the cylindrical coupler 22, and conical springs 27 are mounted on both sides of an intermediate partition plate 31 so as to face each other, and each wedge 24, 24 is tapered. It is urged in the direction of pushing into the shape fitting portions 29, 29. Thus, the wedge 24 receives the reaction force of the spring 27 and is tightened by screwing the chuck body 23. As shown in FIG. 6-2, the cylindrical coupler 22 and the intermediate partition plate 31 are aligned so that the circular holes 3 facing each other across the bottom wall 51 in the axial direction.
8, 38, and a spring 39,
There is also a conventional PC steel stranded wire connector 49 in which a cylindrical coupler 50 is formed by mounting the 39 in opposition.

【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 method, the axis C
Since the tension is applied in the -C direction, the divided wedges 24 are aligned with the tapered fitting portions 29 as shown in the figure, and the PC steel strands 25 are held in a straight posture to securely grip the wedges 24. 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21又は49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鋼撚り線が20m以上の長さを有し、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27又は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との
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、この挟込み作用の確認は撚り線の引張強度の5〜1
5%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 conventional structure of the stranded PC steel connecting device 21 or 49, the opening 32 is required.
When inserting the PC steel stranded wire 25 from above, usually the PC steel stranded wire on one side has a length of 20 m or more, it is difficult to insert while controlling the stranded wire straightly, and a large force is required. Therefore, it is possible that the spring 27 or 39 may be unevenly expanded and contracted due to the momentum, and the wedge 24 may not be urged straight. In addition, it is necessary for the wedge 24 to tighten the PC steel stranded wire. In the initial stage of the tension, the wedge 24 sandwiches the PC steel stranded wire and integrally enters the tapered portion 29, and the surface pressure due to the wedge action of the tapered portion 29 causes a gap between the PC steel stranded wire and the wedge inner wall 30. It must be sufficient to prevent slippage, but this pinching effect is confirmed by the fact that the tensile strength of the stranded wire is 5 to 1
There is a problem that it cannot be confirmed until a tensile load of about 5% 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 discover the above-mentioned inconvenient state and to confirm the pinching action, it has conventionally been required to apply a pretension indicated by an arrow in the direction of the central axis CC along the PC steel stranded wire 25 after the connection has been made. Requires special hydraulic equipment,
It takes time and effort, resulting in delays in work and an increase in work costs.

【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
にチャックボディ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 An object of the present invention is to solve the above-mentioned problem, and eliminates a wedge biasing spring which is a feature of the structure of a conventional connector, thereby facilitating the expansion of an inner wall. Easily inserts and solves the conventional inconvenience factor by directly tightening the chuck body by screwing in the chuck body instead of relying on the biasing force of the spring and the pre-tension after connection construction In addition, this eliminates the need for a pre-tensioning step, which is a cause of work delay and cost increase.

【0008】すなわち本発明の構成は、(1)その中心
の軸線(C−C)方向において、部材外周の中央に
螺結用掴持部44を具備し、その左右両端内壁に雌ね
じ部45,45を螺設し、その底壁46を挟んでは、左
右に対向して円錐面の底面を有する円形孔9,9を穿設
してなる円筒カップラー42と、筒体外周の後端
螺結用掴持部47を具備し、その外周先端に前記雌
ねじ部45と螺合する雄ねじ部48を設し、その筒体
内周面にテーパー状の嵌入部材12を形設してなる左右
一対のチャックボディ43,43と、その外周テーパー
面が前記嵌入部12に嵌入され、その円孔の内壁13で
PC鋼撚り線5をグリップする分割されたウエッジ4と
からなり、PC鋼撚り線5を接続するとき、その先端1
8を前記円筒カップラー42の底壁46に形成された円
錐面に突当てて真直姿勢に矯正し、前記ウエッジ4の端
面15を前記円筒カップラー42の端面14に当接させ
ながら、前記チャックボディ43を締め込み、前記ウエ
ッジ4を介して前記PC鋼撚り線5を締着するごとく
た構成を特徴とするPC鋼撚り線接続具41、及び
(2)同PC鋼撚り線接続具41において、先ずチャッ
クボディ43を弛めて円筒カップラー42とウエッジ4
の間を離隔し、PC鋼撚り線5を開口部17から挿込
み、ウエッジ4の円孔に当接させて、その内壁13の割
れ目20を拡開し、その内壁13内を挿通して先端18
を底壁46に形成された円錐面に突当て、PC鋼撚り
線5を真直姿勢に正し、次に、チャックボディ43を
締込み、ウエッジ4の端面15を円筒カップラー42の
端面14に当接させて、該ウエッジ4のテーパ面を嵌入
部12に押込み、その内壁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。
Namely configuration of the present invention, (1) the center
In the axis (C-C) direction, the center of the member outer peripheral surface provided with a <br/> threaded consolidating grip portion 44, the <br/> Ji portions 45 ne females on the left and right ends inside wall and screwed, across the bottom wall 46, left
A cylindrical coupler 42 formed by drilling a circular hole 9, 9 having a bottom surface of the facing conical surface on the right, comprises a screwed for gripping portion 47 to the rear end of the cylindrical body the outer peripheral surface, an outer circumferential surface thereof the male screw portion 48 screwed with the female screw portion 45 at the distal end and engaging set, the tubular member
A pair of left and right chuck bodies 43, 43 each having a tapered fitting member 12 formed on an inner peripheral surface thereof, and an outer peripheral taper thereof.
Surface is fitted to the fitting portion 12, when the inner wall 13 of the circular hole becomes a PC steel strand 5 from the divided wedge 4 which grips, for connecting the stranded wire 5 PC steel, the tip 1
8 is a circle formed on the bottom wall 46 of the cylindrical coupler 42.
The straight edge is corrected by striking the conical surface.
The surface 15 is brought into contact with the end surface 14 of the cylindrical coupler 42.
The chuck body 43 is tightened while
And (2) the PC steel stranded wire connector 41, which is characterized in that the PC steel stranded wire 5 is fastened through the judge 4 . First, loosen the chuck body 43 and remove the cylindrical coupler 42 and wedge 4
Spaced between, inclusive interpolation the PC steel strand 5 from the opening 17, is brought into contact with the circular hole of the wedge 4, diverge cracks 20 of the inner wall 13, the tip is inserted the inner wall 13 18
The butt the conical surface formed in the bottom wall 46, correct the PC steel strand 5 in straight posture, then, seen tightening the chuck body 43, the end face 15 of the wedge 4 of the cylindrical coupler 42
A method of connecting the stranded PC steel wire 5 in which the tapered surface of the wedge 4 is pressed into the fitting portion 12 by being brought into contact with the end surface 14 and the stranded PC steel wire 5 is fastened on the inner wall 13 thereof. is there.

【0009】上記接続具においては、筒体外周の螺結用
掴持部44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また、ウエッジ4の内壁13
は、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を形設することが望ましいまた、分割さ
れたウエッジ4の外周には、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
ずれないようにすることが望ましい。
[0009] In the above connector, threaded consolidating grip portion 44 is quadrangular cylindrical body periphery, hexagon, it is not preferable is of polygonal shape such as octagonal. Also, the inner wall 13 of the wedge 4
The, it is desirable to Katachi設a serrated groove 16 which becomes resistant to drawing direction D relative to the PC steel strand 5. Also split
A square circumferential groove 19 is formed in the outer periphery of the wedge 4
Then, the wire 33 is wound around the circumferential groove 19 and
It is desirable not to shift.

【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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail. FIG. 1 is a front sectional view of a PC steel stranded wire connector of the present invention showing a state where a PC steel stranded wire is connected, and FIG.
FIG. 3 is a side sectional view taken along line BB of FIG. 1.

【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43,43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 stranded wire connector 1 of the present invention comprises a central joint 2, chuck bodies 43 screwed on the left and right sides thereof, and opposed tapered fitting portions 12, 12.
A pair of left and right PC steel stranded wires 5, 5 are fastened and connected by inner walls 13, 13, respectively.

【0012】円筒カップラー42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44を具備する。なお、円形の掴持部44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44の左右両端内壁には雌ねじ部45,45が螺
設し、雌ねじ部45,45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46を挟んで左
右に、皿ぐりされた円錐面の底面を有する円形孔9,9
が穿設してあり、底壁46の両面は円錐面に形成され、
後述するPC鋼撚り線5の真直姿勢の矯正に使用され
る。また円筒カップラー42の端面14をウエッジ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の径は端面1の外径より小さいことが
必要で、他方PC鋼撚り線5を挿込んで、その先端18
を底壁46に突当てるから該撚り線5の外径より大きい
ことが必要である。なお底壁46には小径の空気孔が穿
設される。
The cylindrical coupler 42 is provided with a quadrangular or hexagonal gripping portion 44 at the center of the outer periphery of the member so as to be easily screwed with a spanner or the like. Note that the circular gripping portion 44 may be knurled and screwed with a pipe wrench. Female screw portions 45, 45 are screwed into the left and right inner walls of the gripping portion 44, and the female screw portions 45, 45 are machined to face left and right.
Circular holes 9 and 9 having a countersunk conical bottom surface are formed on the left and right sides of the bottom wall 46 in the direction of the axis CC along the center of the member.
There Ri bored Tare, both sides of the bottom wall 46 is formed in a conical surface,
Used to correct the straight posture of the stranded PC steel wire 5 described later
You. Also since tightening the end face 14 of the cylindrical coupler 42 is abutted against the end face 15 of the wedge 4, flat also both end surfaces, that pore diameter of the circular hole 9 is smaller than the outer diameter of the end face 1 5
Necessary and, Nde insertion the other PC steel strand 5, the tip 18
Must be larger than the outer diameter of the stranded wire 5 because the butt wire abuts against the bottom wall 46 . A small diameter air hole is formed in the bottom wall 46.

【0013】チャックボディ43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
先端には円筒カップラー42の雌ねじ部45と螺合する
雄ねじ部48が内設され、円筒カップラー42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 43 is provided with a quadrangular or hexagonal gripping portion 6 to be easily screwed to the rear end of the outer periphery of the cylindrical body with a spanner or the like. The circular portion may be knurled and screwed with a pipe wrench. A male screw portion 48 that is screwed with the female screw portion 45 of the cylindrical coupler 42 is provided at the inner peripheral end in the center direction, and can be screwed to the left and right of the cylindrical coupler 42. At the rear end of the inner periphery, a fitting portion 12 is formed to expand in a tapered shape from an opening 17 on the rear end surface. The inner diameter of the opening 17 is slightly larger than the outer diameter of the stranded PC steel wire 5.

【0014】図4はウエッジ4の説明用展開図であっ
て、4−1は3分割されたもの、4−2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
エッジ4は、チャックボディ43の嵌入部12に嵌入さ
れる。ウエッジ4の中心にはPC鋼撚り線5を貫通する
円孔が穿孔され、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。またウエッジ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、分割されたウエッジ4一体
的に移動可能としている。
FIG. 4 is an exploded view for explaining 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. FIG. 5 is a partial cross-sectional view for explaining the sawtooth groove 16 of the inner wall 13. The tapered wedge 4 divided into three or two by the crack 20 is fitted into the fitting portion 12 of the chuck body 43 . At the center of wedge 4, penetrate PC steel stranded wire 5
A circular hole is drilled , and the PC steel stranded wire 5 is fastened to the inner wall 13 divided into three or two together with the insertion. The inner wall 13 is formed with a saw-tooth groove 16 so as to have a resistance in the drawing direction D with respect to the PC steel stranded wire 5. Further, a rectangular circumferential groove 19 is formed in the outer periphery of the wedge 4, and the circumferential groove 19 is
And the divided wedges 4 are integrated with each other.
It is made movable .

【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。先ず円筒カップラー42に螺結された左右のチャッ
クボディ43,43を弛めて、円筒カップラー42の端
面14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 stranded wire 5 by the PC steel stranded wire connector 1 configured as described above will be described. First, the left and right chuck bodies 43, 43 screwed to the cylindrical coupler 42 are loosened to separate the end surface 14 of the cylindrical coupler 42 from the end surface 15 of the wedge 4.

【0016】PC鋼撚り線5を開口部17から挿込み、
ウエッジ4の端面15が円筒カップラー42の端面14
に当接するまでその先端18でウエッジ4を指し込む。
分割されたウエッジ4はワイヤ33で一体的に移動し
て、嵌入分割が12への嵌入状態から解放され、内壁1
3が割れ目20で拡開可能となる。
The stranded PC steel wire 5 is inserted through the opening 17,
The end face 15 of the wedge 4 is the end face 14 of the cylindrical coupler 42
The wedge 4 is pointed at its tip 18 until it comes into contact with.
The divided wedges 4 are integrally moved by the wire 33 so that the insertion division is released from the state of insertion into the 12 and the inner wall 1
3 can be opened 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を通り、円形孔9に誘導
され、底壁46に形成された円錐面に突当たる。PC鋼
撚り線5は底壁46の円錐面により軸線(C−C)方
向に倣わされ、真直姿勢に正される。
The PC steel strand 5 becomes possible inserted through the inner wall 13, the tip 18 is Ri through the inner wall 13, guided to the circular hole 9
And strikes a conical surface formed on the bottom wall 46. PC steel strand 5 is the axis by the conical surface of the bottom wall 46 (C-C) towards
Is modeled after direction, is Tadashisa in straight posture.

【0018】次に掴持部44と掴持部47を使って、チ
ャックボディ43を円筒カップラー42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雌ねじ部45と
雄ねじ部48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 43 is screwed into the cylindrical coupler 42 by using the gripping portions 44 and 47 and tightened. The wedge 4 is fitted into the fitting portion 12 again, the divided inner wall 13 is closed and the PC steel stranded wire 5 is fastened, and the connection is completed. In the fastened state, a slight interference is left between the female screw portion 45 and the male screw portion 48. The left and right may be connected separately, or the left and right 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PC
鋼撚り線の挿込み、チャックボディの直接的な螺入締込
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。また該PC鋼撚り線を真直姿勢に矯
正し、左右の撚り線を一直線に揃えて締着するようにし
たから、左右のチャックボディの締め込みが容易であ
り、ウエッジによる締着が安定確実となる。また、PC
鋼撚り線を底壁に突き当て、ウエッジ端面をカップラー
端面に押圧してチャックボディを締め込みできるから、
初期締着で充分となり、従来の予備緊張の施工が不要と
なり、作業遅れ、コスト上昇など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-described structure and operation, the following various effects can be obtained. First PC
Since the insertion of the steel stranded wire and the direct screwing and tightening of the chuck body are sufficient, the connection work is simple and the tightening state can be easily checked. In addition, the PC stranded wire is straightened.
Make sure that the left and right strands are aligned and fastened.
Therefore, it is easy to tighten the left and right chuck bodies.
Therefore, the fastening by the wedge becomes stable and reliable. Also, PC
Since the steel stranded wire can be pressed against the bottom wall and the wedge end face pressed against the coupler end face to tighten the chuck body,
The initial tightening is sufficient, so that the conventional pre-tensioning work is not required, and disadvantages such as work delay and cost increase are eliminated. And since this PC steel stranded wire connector does not have the biasing force of a spring, it is easy to insert a PC steel stranded wire.

【図面の簡単な説明】[Brief description of the 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 stranded 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 line AA of FIG. 1;

【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. 1;

【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 a development view for explaining a divided wedge,
4-1 is the one divided into three, 4-2 is the one divided into two

【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】6ー1及び6ー2は従来構造のPC鋼撚り線接
続具2例の正面断面図である。
FIGS. 6A and 6B are front cross-sectional views of two examples of a conventionally-structured stranded PC steel connector.

【符号の説明】[Explanation of symbols]

4 ウェッジ 5 PC鋼撚り線 9 円形孔 12 嵌入部 13 内壁 14 端面 15 端面 17 開口部 18 先端 19 円周溝 21 従来のPC鋼撚り線接続具 33 ワイヤ 41 PC鋼撚り線接続具 42 円筒カップラー 43 チャックボデイ 44 掴持部 45 雌ねじ部 46 底壁 47 掴持部 48 雄ねじ部 49 従来のPC鋼撚の線接続具 Reference Signs List 4 Wedge 5 PC steel stranded wire 9 Circular hole 12 Fitting portion 13 Inner wall 14 End face 15 End face 17 Opening 18 Tip 19 Circumferential groove 21 Conventional PC steel stranded wire connector 33 Wire 41 PC steel stranded wire connector 42 Cylindrical coupler 43 Chuck body 44 Gripping part 45 Female thread part 46 Bottom wall 47 Gripping part 48 Male thread part 49 Conventional PC steel twisted wire connector

───────────────────────────────────────────────────── フロントページの続き (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 (56)参考文献 特開 昭61−38826(JP,A) 実開 昭51−46417(JP,U) 実開 昭52−60124(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04C 5/12 E04C 5/08 E04G 21/12────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Keiji Yamagata 10-1 1-15-1 Hiraoka, Toyohira-ku, Sapporo-City Road Public Housing No. 134 (72) Inventor Isuji Kojima 2-1-2-16 Sumikawa, Minami-ku, Sapporo-shi Highway Public Housing No. 101 (72) Inventor Yoshitaka Nishida 4-4-2, Takaba-cho, Nada-ku, Kobe (56) References JP-A-61-38826 (JP, A) JP-A-51-46417 (JP, U.S.A.) (Japanese) 52-60124 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E04C 5/12 E04C 5/08 E04G 21/12

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 その中心の軸線(C−C)方向におい
、部材外周の中央には螺結用掴持部44を具備し、
その左右両端内壁に雌ねじ部45,45を螺設し、そ
の底壁46を挟んでは、左右に対向して円錐面の底面を
有する円形孔9,9を穿設してなる円筒カップラー42
と、筒体外周の後端に螺結用掴持部47を具備し、
その外周先端に前記雌ねじ部45と螺合する雄ねじ
部48を設し、その筒体内周面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ィ43,4
3と、その外周テーパ面が前記嵌入部12に嵌入され、
その円孔の内壁13でPC鋼撚り線5をグリップする分
割されたウエッジ4とからなり、PC鋼撚り線5を接続
するとき、その先端18を前記円筒カップラー42の底
壁46に形成された円錐面に突当てて真直姿勢に矯正
し、前記ウエッジ4の端面15を前記円筒カップラー4
2の端面14に当接させながら、前記チャックボディ4
3を締め込み、前記ウエッジ4を介して前記PC鋼撚り
線5を締着するごとくした構成を特徴とするPC鋼撚り
線接続具41。
1. A method according to claim 1, wherein the direction of the center axis (CC) is
In the center of the outer peripheral surface of the member, a grip portion 44 for screwing is provided,
And screwed to the internal thread portion 45, 45 at its left and right end inner wall, across the bottom wall 46, a bottom surface of the conical surface to face the right and left
Cylindrical coupler 42 having circular holes 9, 9
If, comprising a screwed for gripping portion 47 to the rear end of the cylindrical body the outer peripheral surface,
The male screw portion 48 screwed with the female screw portion 45 on its outer circumferential surface distal portion and engaging set, a pair of right and left chuck body formed by Katachi設a tapered fitting portion 12 to the tubular body inside peripheral surface 43,4
3 and its outer peripheral tapered surface are fitted into the fitting portion 12,
It consists of a divided wedge 4 that grips the PC steel strand 5 at the inner wall 13 of the circular hole , and connects the PC steel strand 5
The tip 18 of the cylindrical coupler 42
Straightened to a straight posture by hitting the conical surface formed on the wall 46
Then, the end face 15 of the wedge 4 is connected to the cylindrical coupler 4.
2 while being in contact with the end surface 14 of the chuck body 4.
3 and twist the PC steel through the wedge 4
A PC steel stranded wire connector 41, characterized in that the wire 5 is fastened .
【請求項2】 ウエッジ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に記載のPC鋼撚り線接
続具41。
2. The stranded PC steel wire according to claim 1, wherein a saw-tooth groove 16 having resistance in the drawing direction D with respect to the stranded PC steel wire 5 is formed in the inner wall 13 of the wedge 4. Connecting tool 41.
【請求項3】 分割されたウエッジ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又は2に記載のPC鋼撚り線接続具41。
3. A rectangular circumferential groove 19 is formed in the outer periphery of the divided wedge 4, and a wire 33 is wound around the circumferential groove 19 so as not to be displaced by a crack 20. The PC steel stranded wire connector (41) according to claim 1 or 2.
【請求項4】 請求項1ないしのいずれか1項に記載
のPC鋼撚り線接続具41において、先ずチャックボデ
ィ43を弛めて円筒カップラー42とウエッジ4の間を
離隔し、PC鋼撚り線5を開口部17から挿込み、ウエ
ッジ4の円孔に当接させて、その内壁13の割れ目20
を拡開し、その内壁13内を挿通して先端18を底壁4
に形成された円錐面に突当て、PC鋼撚り線5を真
直姿勢に正し、次に、チャックボディ43を締込み、
ウエッジ4の端面15を円筒カップラー42の端面14
に当接させて、該ウエッジ4のテーパ面を嵌入部12に
押込み、その内壁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。
4. The PC steel strand connector 41 according to any one of claims 1 to 3, first separation between the cylindrical coupler 42 and wedge 4 loosen the chuck body 43, PC steel twisted included interpolation line 5 from the opening 17, is brought into contact with the circular hole of the wedge 4, cracks 20 of the inner wall 13
Was expanded, the bottom wall 4 to the tip 18 by inserting the inner wall 13
Butt the conical surface formed in 6, correct stranded wire 5 the PC steel straight posture, then, seen tightening the chuck body 43,
The end face 15 of the wedge 4 is connected to the end face 14 of the cylindrical coupler 42.
, The tapered surface of the wedge 4 is pushed into the fitting portion 12, and the PC steel stranded wire 5 is fastened on the inner wall 13 thereof .
JP3084451A 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method Expired - Fee Related JP2768032B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3084451A JP2768032B2 (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
JP3084451A JP2768032B2 (en) 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method

Publications (2)

Publication Number Publication Date
JPH0718788A JPH0718788A (en) 1995-01-20
JP2768032B2 true JP2768032B2 (en) 1998-06-25

Family

ID=13830985

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3084451A Expired - Fee Related JP2768032B2 (en) 1991-03-26 1991-03-26 PC steel stranded wire connector and connection method

Country Status (1)

Country Link
JP (1) JP2768032B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11486143B2 (en) * 2020-03-26 2022-11-01 Felix Sorkin Intermediate anchor assembly

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100903751B1 (en) * 2009-04-14 2009-06-18 (주)성화건설산업 Combination device for cables
GB2538508A (en) * 2015-05-18 2016-11-23 Spiroll Precast Services Ltd Clamp lock anchor
US10196820B2 (en) * 2016-07-14 2019-02-05 Felix Sorkin Encapsulated splice chuck
KR102392467B1 (en) * 2019-09-04 2022-04-29 왕도현 Key Coupler for Rebar Connection

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5146417U (en) * 1974-10-05 1976-04-06
JPS5260124U (en) * 1975-10-30 1977-05-02
DE3427901A1 (en) * 1984-07-28 1986-02-06 Dyckerhoff & Widmann AG, 8000 München Method for manufacturing a multipart ring wedge of a wedge anchoring for a prestressing element in a concrete structural part

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11486143B2 (en) * 2020-03-26 2022-11-01 Felix Sorkin Intermediate anchor assembly

Also Published As

Publication number Publication date
JPH0718788A (en) 1995-01-20

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