JPH07127691A - Connector for steel strand - Google Patents

Connector for steel strand

Info

Publication number
JPH07127691A
JPH07127691A JP30100093A JP30100093A JPH07127691A JP H07127691 A JPH07127691 A JP H07127691A JP 30100093 A JP30100093 A JP 30100093A JP 30100093 A JP30100093 A JP 30100093A JP H07127691 A JPH07127691 A JP H07127691A
Authority
JP
Japan
Prior art keywords
screw
wedges
sleeve
steel
wedge
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
JP30100093A
Other languages
Japanese (ja)
Inventor
Toshiki Honma
捷幾 本間
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries 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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP30100093A priority Critical patent/JPH07127691A/en
Publication of JPH07127691A publication Critical patent/JPH07127691A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a connector which can surely and easily connect steel strands such as PC steel strands, which are exerted with a large load. CONSTITUTION:A thread-engagement in which a sleeve 3 or a female cone is screwed is used for squeezing and gripping wedges 5, 5' at ends of steel strands, instead of conventional press-gripping using a spring force.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は鋼より線の接続、特に橋
梁やタンク等大規模な構造物や建築建屋などの構築に使
用されるPC(プレストレストコンクリート)鋼より線
用の接続具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection tool for connecting a steel stranded wire, particularly a PC (prestressed concrete) steel stranded wire used for constructing a large-scale structure such as a bridge or a tank or a building. Is.

【0002】[0002]

【従来の技術】従来此の種接続具としては、例えば図4
に示す様なプレテンショニング用PC鋼より線接続具が
知られている。図において、1は外周両端側にねじ2,
2'を設けたジョイントねじで、3,3'は夫々内周一端側
に該ねじ2,2'に螺合するねじを有し、他端側内周に外
端を小径とした円錐状孔4,4'を有する2個のスリー
ブ、5,5'は夫々外面を該円錐状孔に沿う円孤状テーパ
ーに形成し、内面をより線外周に沿う円孤状6,6'に形
成した複数のくさび2組とを具備している。
2. Description of the Related Art Conventionally, as this type of connecting device, for example, FIG.
There is known a PC steel stranded wire connector for pretensioning as shown in FIG. In the figure, 1 is a screw 2,
2'is a joint screw, 3 and 3'each have a screw threaded to the screw 2, 2'on one end of the inner circumference, and a conical hole with a small outer end on the inner circumference of the other end. Two sleeves 4 and 4 ', 5 and 5', respectively, have an outer surface formed into an arcuate taper along the conical hole, and an inner surface formed into an arcuate shape along the outer circumference of the wire 6,6 '. It has two sets of wedges.

【0003】なお、7は2組のくさび5,5'間に押え皿
8,8'を介して挿入されたスプリングで、9,9'は同く
さびの外周溝に嵌め込まれたOリングである。W,W'は
夫々接続されるPC鋼より線の端部を示す。
Reference numeral 7 is a spring inserted between two sets of wedges 5 and 5'via a presser pan 8 and 8 ', and 9 and 9'is an O-ring fitted in an outer peripheral groove of the wedge. . W and W'indicate the ends of the PC steel strands to be connected, respectively.

【0004】この様な接続具の使用例を示せば次の通り
である。30〜50mのプレテンショニングベンチの間に複
数個の型枠を設置し、PC鋼より線に緊張力を加えた状
態で型枠内にコンクリートを打設する。コンクリートが
固化しコンクリート強度が発現したらベンチの緊張力を
除荷し、固化したコンクリートに負荷する。接続具はこ
のベンチと型枠間でPC鋼より線を接続するのに用いら
れる。
The use example of such a connecting tool is as follows. Plural formwork is installed between 30-50m pretensioning bench, and concrete is placed in the formwork while tensioning the PC steel wire. When the concrete solidifies and the strength of the concrete develops, the tension of the bench is removed and the solidified concrete is loaded. Splicers are used to connect PC steel strands between the bench and the formwork.

【0005】接続は、一方のPC鋼より線の端部Wを、
図の様にスリーブ3内のくさび5の中心外方より内方に
さし込むとスプリング7の力に抗して、くさび5が内方
に進んで拡がり、Wはくさび5全長で把持される。他方
のPC鋼より線端部W'も同様にして、スリーブ3'内にさ
し込み把持され、両端部W,W'がスプリング7に押され
たくさびでスリーブ内に接続される。緊張力が加わると
くさびがスリーブの外方にすべって収束され、PC鋼よ
り線にしっかりとくい込んで高い緊張力に耐える。
The connection is made by connecting the end W of one PC steel wire to
As shown in the figure, when the wedge 5 in the sleeve 3 is pushed inward from the outside of the center, the wedge 5 moves inward and spreads out against the force of the spring 7, and W is gripped by the entire length of the wedge 5. . Similarly, the other wire end W'of PC steel is also inserted and gripped in the sleeve 3 ', and both ends W and W'are connected to the inside of the sleeve by the wedge pressed by the spring 7. When tension is applied, the wedge slips and converges to the outside of the sleeve, firmly gripping the PC steel strand and withstanding high tension.

【0006】上記PC鋼より線は緊張、コンクリート打
設、固化、除荷後、ベンチと型枠間で切断されPCブロ
ックの製品となる。PC鋼より線が接続のない長い1本
物であると、この切断によるロスが多いので、接続具に
よりPC鋼より線を継ぎ足して用いられる。
The PC steel stranded wire is tensioned, cast into concrete, solidified, unloaded, and then cut between the bench and the form to obtain a PC block product. If the PC steel stranded wire is a long one without connection, there is a lot of loss due to this cutting. Therefore, the PC steel stranded wire is added by a connecting tool.

【0007】[0007]

【発明が解決しようとする課題】スリーブの円錐孔面や
くさびのテーパー面にコンクリート粉、PC鋼より線の
錆などが付着していたり、或はPC鋼より線の表面に油
脂や錆が付着していたりすると、スプリング7の押圧力
によるくさび作用が弱く、W,W'に対する複数のくさび
が揃って同一状況に把持しがたく、ずれて不揃いの状態
になることがある。不揃になるとPC鋼より線の緊張力
の増加に伴なって、複数のくさびがスリーブの円錐孔面
を一様にすべり込まず、従ってくさびの収束によるくさ
び作用が発揮されないこととなる。
Concrete powder, rust of PC stranded wire or the like adheres to the conical hole surface of the sleeve or the tapered surface of the wedge, or oil or rust adheres to the surface of the PC stranded wire. If it does, the wedge action due to the pressing force of the spring 7 is weak, and it is difficult to grasp a plurality of wedges for W and W ′ in the same situation, and there is a case where they are misaligned and misaligned. If they are misaligned, the plurality of wedges do not slip uniformly on the conical hole surface of the sleeve as the tension of the PC steel wire increases, and therefore the wedge action due to the convergence of the wedges is not exerted.

【0008】特にこの不揃いは緊張初期段階で、PC鋼
より線端部W,W'がくさびから抜けるスリップ現象や、
断線現象を生じる原因となりやすい。この現象は、PC
鋼より線のはね飛びを起こし人身事故につながり、また
PC構造物としても所定の緊張力が負荷されないことと
なるので重大な問題である。
Particularly, this unevenness is a slip phenomenon in which the wire end portions W and W'are removed from the wedge from the PC steel in the initial stage of tension,
It is easy to cause a disconnection phenomenon. This phenomenon is
This is a serious problem because it causes the steel strands to splash and lead to an accident resulting in injury or death, and the PC structure is not loaded with a predetermined tension force.

【0009】[0009]

【課題を解決するための手段】本発明は敍上の問題を解
決しようとするもので、その特徴とするところは、スプ
リング力による把持にかえて、ねじの螺合力により把持
を行うことである。ねじ螺合は、スリーブとメスコーン
間またはジョイントねじとスリーブ間で行わせるもの
で、以下図示する実施例によりその内容を詳述する。
DISCLOSURE OF THE INVENTION The present invention is intended to solve the problem of wicking, and is characterized in that gripping is performed by screwing force of screws instead of gripping by spring force. . The screw-threading is performed between the sleeve and the female cone or between the joint screw and the sleeve, and the details thereof will be described below with reference to the illustrated embodiment.

【0010】[0010]

【実施例】【Example】

(実施例1)図1において、1は外周両端側にねじ2,
2'を設けたジョイントねじで、3,3'は夫々内周一端側
に該ねじ2,2'に螺合するねじを有し、他端側内周に外
端を小径とした円錐状孔4,4'を有する2個のスリーブ
である。5,5'は夫々外面は該円錐状孔に沿う円孤状テ
ーパーに形成し、内面をPC鋼より線外周に沿う円孤状
6,6'に形成した複数のくさび2組である。尚W,W'は
スリーブの外端よりくさび内に挿入されたPC鋼より線
の端部、9,9'はくさびの外周溝に嵌めたOリング、1
0,10' はスリーブ外周の一部に設けた平行面である。
(Embodiment 1) In FIG. 1, 1 is a screw 2 on both ends of the outer circumference.
2'is a joint screw, and 3'and 3'each have a screw that engages with the screw 2, 2'on one end of the inner circumference, and a conical hole with a small outer end on the inner circumference of the other end. Two sleeves with 4,4 '. Reference numerals 5 and 5'show two sets of wedges each having an outer surface formed in an arcuate taper along the conical hole and an inner surface formed in an arcuate shape 6,6 'along the outer circumference of the PC steel wire. In addition, W and W'are the ends of the PC steel strand inserted into the wedge from the outer end of the sleeve, 9 and 9'are O-rings fitted in the outer circumferential groove of the wedge, 1
0 and 10 'are parallel surfaces provided on a part of the outer circumference of the sleeve.

【0011】斯く構成された接続具は次の様にして確実
な接続把持ができる。即ち接続すべきPC鋼より線の端
部Wを、ジョイントねじと充分螺合されてないスリーブ
3内のくさび5の円孤状6内にさし込む。当然くさび5
端はジョイントねじ端に接触しておらず、その隙間だけ
くさびはより線Wに押されてジョイントねじ側にすべっ
て開き、くさび全長でPC鋼より線を包被するところと
なる。ついでスリーブ3の平行面にスパナ或はモンキー
レンチを当ててスリーブを回転し、ジョイントねじ側に
ねじ込む。このねじ込みにより複数のくさびが一様に収
束し、その端がジョイントねじ端に圧接して、Wは所定
位置でくさびにより均一に把持される。
The connecting tool thus constructed can be securely connected and gripped in the following manner. That is, the end portion W of the PC steel strand to be connected is inserted into the arcuate shape 6 of the wedge 5 in the sleeve 3 which is not sufficiently screwed with the joint screw. Naturally wedge 5
The end is not in contact with the joint screw end, and the wedge is pushed by the strand W to slip open toward the joint screw side by the gap, and the wedge full length covers the PC steel strand. Then, apply a wrench or monkey wrench to the parallel surface of the sleeve 3 to rotate the sleeve and screw it into the joint screw side. By this screwing, a plurality of wedges converge uniformly, the ends thereof are pressed against the joint screw end, and W is uniformly held by the wedges at a predetermined position.

【0012】反対側のPC鋼より線の端部W'も、上記と
同様にくさび5'内に把持され、両PC鋼より線端部W,
W'が接続される。尚ジョイントねじ1は、筒体長さ方向
中央に外周上にも内周上にも突出するストッパのあるも
のについて示したが、これは省略することもできる。ま
たくさびの円孤状6,6'には適当形状の歯形を設け、P
C鋼より線端部W,W'へのくい込み把持を確実にしてあ
る。
The opposite end W'of the PC steel wire is also gripped in the wedge 5'as described above, and both PC steel wire ends W,
W'is connected. The joint screw 1 is shown as having a stopper projecting on both the outer circumference and the inner circumference at the center of the cylinder length direction, but this can be omitted. In addition, a tooth profile of appropriate shape is provided on the wedge-shaped arcs 6 and 6 '.
The gripping of the C steel into the wire ends W and W'is ensured.

【0013】(実施例2)図2において、11は内周両端
部にねじ12,12' を設けたスリーブで、13,13'は夫々
外周に該ねじ12、12' に螺合するねじを有し、内周に外
端が小径となる円錐状孔14,14' を有する2個のメスコ
ーンである。15,15' は夫々外面を該円錐状孔に沿う円
孤状テーパーに形成し、内面をPC鋼より線外周に沿う
円孤状16,16' に形成した複数のくさび2組で、17はス
リーブ11内でこの2組のくさび15,15' 間に位置し、く
さびの頭部を押さえて間隔を定める間隔筒である。尚
W,W'は夫々スリーブの外端よりくさび内に挿入された
PC鋼より線の端部で、18,18' は夫々メスコーンの外
周端側の1部に設けられた平行面である。
(Embodiment 2) In FIG. 2, 11 is a sleeve provided with screws 12 and 12 'at both ends of its inner circumference, and 13 and 13' are respectively screws which are screwed into the threads 12 and 12 'on the outer circumference. Two corn cones that have conical holes 14 and 14 'that have a small diameter at their outer ends. 15 and 15 'are two sets of wedges each having an outer surface formed into an arcuate taper along the conical hole and an inner surface formed into an arcuate shape 16 and 16' along the outer circumference of the PC steel wire. It is a spacing cylinder located between the two sets of wedges 15 and 15 'in the sleeve 11 and holding the wedge head to determine the spacing. W and W'represent the ends of the PC steel stranded wire inserted into the wedge from the outer end of the sleeve, and 18 and 18 'are parallel surfaces provided on the outer peripheral end side of the mescon, respectively.

【0014】斯く構成された接続具は次の様に使用され
る。先づPC鋼より線端部Wを、メスコーン13のスリー
ブ11との螺合が充分でなく、スリーブ内で間隔筒17とく
さび15が接触していない状態でくさび内にさし込む。す
るとくさび15はWに押されて内方にすべり開いて、その
全長がWを包被する。そこでメスコーン外周の平行面に
スパナ或はモンキーレンチを当ててメスコーンを回転
し、スリーブ11との螺合を完全にする様ねじ込む。この
ねじ込みによりくさびは一様に揃って間隔筒17に接する
まですべり押し込まれ遂に収束し、その反力でWは所定
位置にくい込み把持固定される。
The connector thus constructed is used as follows. First, the wire end W of the PC steel is inserted into the wedge in a state where the female cone 13 is not sufficiently screwed with the sleeve 11 and the interval cylinder 17 and the wedge 15 are not in contact with each other in the sleeve. Then, the wedge 15 is pushed by W and slides inward, so that the entire length thereof covers W. Then, a wrench or a monkey wrench is applied to the parallel surface of the outer circumference of the female cone to rotate the female cone, and it is screwed in so as to be completely screwed with the sleeve 11. By this screwing, the wedges are evenly slid and pushed until they come into contact with the spacing cylinder 17, and finally converge, and the reaction force causes W to be held at a predetermined position and is gripped and fixed.

【0015】反対側のPC鋼より線の端部W'も、同様に
くさび15' 内にさし込み把持固定されて、W,W'は接続
される。尚スリーブ11の長さ方向中心位置、間隔筒15の
設置位置は予めわかり易い様に標識で示すか、固定的構
造にしておくことが好ましい。
The end portion W'of the PC steel strand on the opposite side is also inserted into the wedge 15 'and held and fixed, so that W and W'are connected. The center position of the sleeve 11 in the length direction and the installation position of the interval cylinder 15 are preferably marked in advance for easy understanding or have a fixed structure.

【0016】上記のくさびの円孤状16,16' 面は、実施
例1と同様PC鋼より線外周へのくい込み把持をよくす
るため、歯形を設けておき、メスコーンの平行面は2
個、4個、6個等の他角形によって形成される。また接
続具各部は通常鋼材で構成されるが、例えばくさびを焼
結合金や硬質合成樹脂で形成する等、他の材料を用いる
こともできる。
The circular arc-shaped 16 and 16 'surfaces of the wedge are provided with teeth in order to facilitate gripping and gripping the outer circumference of the PC steel wire in the same manner as in the first embodiment, and the parallel surface of the female cone has two surfaces.
It is formed by another polygon such as a piece, a piece 4, a piece 6, and the like. Each part of the connector is usually made of steel, but other materials such as a wedge made of a sintered alloy or a hard synthetic resin may be used.

【0017】(実施例3)図3は実施例1,2に示した
様な接続具を、大型貯水用タンクのPCコンクリート床
版工事に用いた場合の模式図である。長い床版のコンク
リート打設は、図の様に数回に別けて行われる。ポスト
テンショニング方式による場合、Aの第1工区のコンク
リート打設、固化後PC鋼より線Wを緊張固定する。B
の第2工区は、第1工区のより線W端を実施例1,2の
接続具Cにより延長するPC鋼より線W'に接続して、第
1工区と同様の工事を行い、これを繰返して工事を完成
することとなる。なお、Dは緊張用ジャッキを示す。
(Embodiment 3) FIG. 3 is a schematic view of the case where the connecting tool as shown in Embodiments 1 and 2 is used for construction of a PC concrete floor slab for a large water storage tank. Placing concrete on a long floor slab is divided into several times as shown in the figure. In the case of the post-tensioning method, the PC steel stranded wire W is tension-fixed after the concrete is placed and solidified in the first work section A. B
In the second section, the stranded wire W end of the first section is connected to the PC steel stranded wire W'extended by the connecting tool C of Examples 1 and 2, and the same construction as in the first section is performed. The construction will be completed repeatedly. In addition, D shows a jack for tension.

【0018】[0018]

【作用】上記の様に、本発明の接続具においては、接続
すべきPC鋼より線の端部W,W'の把持固定を、実施例
1においてはスリーブの回転による螺合ねじ込みによ
り、実施例2においてはメスコーンの回転による螺合ね
じ込みにより、夫々くさびを円錐状孔に沿ってすべり込
み収束させて行うものである。このように、機械的な螺
合によるスリーブまたはメスコーンの移動に従って、複
数のくさびは揃って収束方向に押し進められるので、例
えその周辺にコンクリート粉や錆等の異物が存在してい
ても、従来のスプリング力によるものの様に、それに当
たるくさびの部分が停って、ずれを生ずる様なことはな
く、この異物を排除しつつ揃って進行する。
As described above, in the connector of the present invention, the end portions W and W'of the PC stranded wire to be connected are gripped and fixed, and in the first embodiment, they are screwed together by the rotation of the sleeve. In Example 2, the wedges are slid and converged along the conical holes by screwing by screwing of the measuring cone. In this way, the multiple wedges are pushed together in the convergent direction according to the movement of the sleeve or female cone by mechanical screwing, so that even if foreign matter such as concrete powder or rust is present around the wedges, the Like the one due to the spring force, the wedge portion that hits it does not stop, and there is no deviation, and the foreign matter is eliminated while proceeding in parallel.

【0019】[0019]

【発明の効果】本発明の接続具によれば、各種鋼より線
の接続、特にPC鋼より線の接続において、複数のくさ
びを螺合により均一確実により線に収束把持させるの
で、PC橋梁や大容量タンク、建築物などの分野におけ
る鋼より線のスリップ現象や断線現象に基付く人身事
故、事故修復の問題を防止することができる。またその
構成も従来品と同様に簡素小型で、接続作業はスパナな
どの使用により却って容易確実となった。
According to the connector of the present invention, a plurality of wedges can be screwed together to uniformly and surely converge on the wire when connecting various steel strands, particularly PC steel strands. It is possible to prevent personal injury and accident repair problems due to the slip phenomenon and disconnection phenomenon of steel stranded wire in the fields of large-capacity tanks and buildings. Also, its structure is as simple and small as the conventional product, and the connection work was rather easy and reliable by using a spanner.

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

【図1】実施例1の1部縦断側面図。FIG. 1 is a vertical sectional side view of a part of the first embodiment.

【図2】実施例2の1部縦断側面図。FIG. 2 is a partial vertical sectional side view of the second embodiment.

【図3】本発明接続具のコンクリート打設工事における
使用場所を示す模式図。
FIG. 3 is a schematic view showing a place where the connector of the present invention is used in concrete placing work.

【図4】従来の接続具の1部縦断側面図。FIG. 4 is a vertical sectional side view of a part of a conventional connecting tool.

【符号の説明】[Explanation of symbols]

1 ジョイントねじ 2,2' ねじ 3,3' スリーブ 4,4' 円錐状孔 5,5' くさび 6,6' 円孤状 7 スプリング 8,8' 押え皿 9,9' Oリング W,W' PC鋼より線の端部 10,10' スリーブの外周の1部に設けた平行面 11 スリーブ 12,12' ねじ 13,13' メスコーン 14,14' 円錐状孔 15,15' くさび 16,16' 円孤状 17 間隔筒 18,18' メスコーンの外円端側の1部に設けた平行面 A コンクリート打設の第1工区 B コンクリート打設の第2工区 C 接続具 D 緊張用ジャッキ 1 Joint screw 2,2 'Screw 3,3' Sleeve 4,4 'Conical hole 5,5' Wedge 6,6 'Circular 7 Spring 8,8' Presser plate 9,9 'O-ring W, W' Ends of PC stranded wire 10, 10 'Parallel surface provided on part of outer circumference of sleeve 11 Sleeve 12, 12' Screw 13, 13 'Female cone 14, 14' Conical hole 15, 15 'Wedge 16, 16' Circular arc 17 Space tube 18, 18 'Parallel plane provided on part of outer circular end of female cone A 1st section for concrete placement B 2nd section for concrete placement C Connection tool D Jack for tensioning

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 外周両端側にねじを設けたジョイントね
じと、夫々内周一端側に該ねじに螺合するねじを有し、
他端側内周に外端が小径となる円錐状孔を有するスリー
ブ2個と、夫々外面を該円錐状孔に沿う円孤状テーパー
に形成し、内面をより線外周に沿う円孤状に形成した複
数のくさび2組とを具備しねじの螺合力によりくさびを
鋼材にくい込ませ把持することを特徴とする鋼より線用
接続具。
1. A joint screw having a screw provided on both ends of the outer circumference, and a screw screwed to the screw on one end of the inner circumference, respectively.
Two sleeves having a conical hole whose outer end has a small diameter on the inner circumference on the other end side, and an outer surface formed into an arcuate taper along the conical hole, and an inner surface having an arcuate shape along the outer circumference of the strand. A steel stranded wire connector, comprising: two sets of formed wedges, wherein the wedges are hard to fit into a steel material and are gripped by a screwing force of a screw.
【請求項2】 スリーブの外周の1部に平行面を設け、
及びまたはくさびの円孤状面に歯形を設けてなることを
特徴とする請求項1記載の接続具。
2. A parallel surface is provided on a part of the outer circumference of the sleeve,
2. The connector according to claim 1, wherein a tooth shape is provided on the arcuate surface of the wedge.
【請求項3】 内周両端部にねじを設けたスリーブと、
外周に夫々該ねじに螺合するねじを有し、内周に外端が
小径となる円錐状孔を有するメスコーン2個と、夫々外
面を該円錐状孔に沿う円孤状テーパーに形成し、内面を
より線外周に沿う円孤状に形成した複数のくさび2組
と、スリーブ内で2組のくさび間に位置する間隔筒とを
具備しねじの螺合力によりくさびを鋼材にくい込ませ把
持することを特徴とする鋼より線用接続具。
3. A sleeve having threads at both ends of the inner circumference,
Two female cones each having a screw threaded to the screw on the outer circumference and having a conical hole with an outer end having a small diameter on the inner circumference, and an outer surface formed into an arcuate taper along the conical hole, respectively. Two sets of wedges whose inner surface is formed in a circular shape along the outer circumference of the stranded line and a spacing tube located between the two sets of wedges in the sleeve are provided, and the wedges are made difficult to insert into the steel and gripped by the screwing force of the screws. A connector for steel stranded wire, which is characterized in that
【請求項4】 メスコーンの外周の1部に平行面を設
け、及びまたはくさびの円孤状面に歯形を設けてなるこ
とを特徴とする請求項3記載の接続具。
4. The connector according to claim 3, wherein a parallel surface is provided on a part of the outer periphery of the mescon, and / or a tooth shape is provided on the circular arc surface of the wedge.
JP30100093A 1993-11-04 1993-11-04 Connector for steel strand Pending JPH07127691A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30100093A JPH07127691A (en) 1993-11-04 1993-11-04 Connector for steel strand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30100093A JPH07127691A (en) 1993-11-04 1993-11-04 Connector for steel strand

Publications (1)

Publication Number Publication Date
JPH07127691A true JPH07127691A (en) 1995-05-16

Family

ID=17891626

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30100093A Pending JPH07127691A (en) 1993-11-04 1993-11-04 Connector for steel strand

Country Status (1)

Country Link
JP (1) JPH07127691A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108849156A (en) * 2018-08-22 2018-11-23 厦门农丰园大棚开发有限公司 A kind of column steel strand wires reticular structure
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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN108849156A (en) * 2018-08-22 2018-11-23 厦门农丰园大棚开发有限公司 A kind of column steel strand wires reticular structure
CN108849156B (en) * 2018-08-22 2024-01-02 厦门农丰园大棚开发有限公司 Column type steel strand net structure

Similar Documents

Publication Publication Date Title
US4619088A (en) Stressed reinforcing tendon and structure including such a tendon
US3605361A (en) Tendon anchorage
US3449876A (en) Tendon anchorage
US3060639A (en) Prestressing apparatus
JPH07127691A (en) Connector for steel strand
CN110184954B (en) Bridge prestressed body outer cable dismantling method
JP3990708B2 (en) PC steel fixing method
JP3878616B2 (en) How to re-tension ground anchors
JP2001347515A (en) Anchor embedded in concrete, anchor attaching utensil, and manufacturing method for concrete molded article using the same
JP3609388B2 (en) PC steel stranded wire fixing tool
JP6721940B2 (en) Widening structure of existing PC floor slab
CN106320609B (en) Steel strand inhaul cable and manufacturing method thereof
JP7412139B2 (en) Tension adjustment jig for PC steel and tension adjustment method for PC steel
JP2759168B2 (en) Grip for fixing the end of rust-proof coated PC steel
US3921353A (en) Tendon anchorage assembly and bore mounting apparatus therefor
JP2001349001A (en) Connector of pc steel wire
GB2060802A (en) Tensioning system for cables in prestressed concrete
JP3762717B2 (en) PC steel fixed structure
CN209384118U (en) Concrete bridge construction prestressed anchor
JPH08333842A (en) Fixing device for end section of tension member made of steel and assembling method thereof
JP2576231Y2 (en) PC steel connector
KR200392134Y1 (en) removable anchor
US3521644A (en) Anchor block assembly
JPS63289355A (en) Tension anchoring method for rope made of frp
JPH0242328B2 (en)