JP2016176218A - Rotation-restraining structure for tendon coupler, and tendon coupler - Google Patents

Rotation-restraining structure for tendon coupler, and tendon coupler Download PDF

Info

Publication number
JP2016176218A
JP2016176218A JP2015055925A JP2015055925A JP2016176218A JP 2016176218 A JP2016176218 A JP 2016176218A JP 2015055925 A JP2015055925 A JP 2015055925A JP 2015055925 A JP2015055925 A JP 2015055925A JP 2016176218 A JP2016176218 A JP 2016176218A
Authority
JP
Japan
Prior art keywords
tendon
tension
tension material
steel
rotation
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
JP2015055925A
Other languages
Japanese (ja)
Other versions
JP6392691B2 (en
Inventor
貴宏 山内
Takahiro Yamauchi
貴宏 山内
明男 森田
Akio Morita
明男 森田
藤原 保久
Yasuhisa Fujiwara
保久 藤原
安藤 直文
Naofumi Ando
直文 安藤
浅井 洋
Hiroshi Asai
洋 浅井
裕生 篠崎
Hiroo Shinozaki
裕生 篠崎
渡辺 孝司
Koji Watanabe
孝司 渡辺
亮介 黒輪
Ryosuke Kurowa
亮介 黒輪
圭一郎 山本
Keiichiro Yamamoto
圭一郎 山本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumitomo Mitsui Construction Co Ltd
Metropolitan Expressway Co Ltd
Kyokuto Kogen Concrete Shinko Co Ltd
Original Assignee
Sumitomo Mitsui Construction Co Ltd
Metropolitan Expressway Co Ltd
Kyokuto Kogen Concrete Shinko 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 Sumitomo Mitsui Construction Co Ltd, Metropolitan Expressway Co Ltd, Kyokuto Kogen Concrete Shinko Co Ltd filed Critical Sumitomo Mitsui Construction Co Ltd
Priority to JP2015055925A priority Critical patent/JP6392691B2/en
Publication of JP2016176218A publication Critical patent/JP2016176218A/en
Application granted granted Critical
Publication of JP6392691B2 publication Critical patent/JP6392691B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

PROBLEM TO BE SOLVED: To prevent a whole or a part of a coupler from rotating around an axis due to untwisting action of a twisted steel strand.SOLUTION: A tendon coupler includes a steel sleeve 15 as an edge part connecting member fixed on an edge part of a second tendon 2 made of a twisted steel strand, the tendon coupler connecting the second tendon with a first tendon 1 through the steel sleeve. The steel sleeve has a first engaging member 20 fixed thereon, and the second engaging member 30 is fixed on a concrete member 15, which is a stationary member that cannot be displaced. The first and second engaging members have square pipe parts 22, 32 protruding to face each other, and the square pipe part 22 of the first engaging member is inserted into the square pipe part 32 of the second engaging member. Thus, a movement of the tendon coupler in an axis direction of the second tendon is allowed, while rotation of the steel sleeve around the axis of the second tendon is restrained as the two square pipe parts come in contact with each other.SELECTED DRAWING: Figure 1

Description

本発明は、緊張材として鋼より線を用いたときに、鋼より線の撚り戻し作用によって緊張材の接続具が軸線回りに回転するのを防止する緊張材接続具の回転拘束構造及び撚り戻し作用によって回転するのを防止することができる緊張材接続具に関するものである。   The present invention relates to a rotation restraint structure and a twist back for a tension member connecting device that prevents the tension member connecting member from rotating about its axis by the untwisting action of the steel strand when the steel strand is used as the tension member. The present invention relates to a tension member connector capable of preventing rotation by action.

緊張材として鋼より線が広く用いられている。鋼より線は緊張力を導入して端部を構造部材等に定着するときには、一般にくさびを用いて鋼より線の端部を鋼ブロック又は鋼スリーブに固定し、この鋼ブロック又は鋼スリーブから構造部材に緊張力が伝達されるように定着する。また、鋼より線を接続するときには、特許文献1又は特許文献2に記載されているように、緊張材の端部を鋼ブロック又は鋼スリーブに固定し、これらの鋼ブロック又は鋼スリーブを互いに接合する。緊張材が固定された鋼ブロック又は鋼スリーブを互いに接続する構造は、双方に雄ねじ又は雌ねじを形成し、これらにロッド状又は筒状の接合部材をねじり合せて接合するものが多く用いられている。   Steel strands are widely used as tendons. When steel ends are fixed to structural members, etc. by introducing tension, the ends of the steel strands are generally fixed to the steel block or steel sleeve using a wedge, and the steel strand or steel sleeve is constructed from the steel block or steel sleeve. It fixes so that tension may be transmitted to a member. Further, when connecting steel strands, as described in Patent Document 1 or Patent Document 2, the ends of the tension members are fixed to a steel block or a steel sleeve, and these steel blocks or steel sleeves are joined to each other. To do. A structure in which a steel block or a steel sleeve to which a tension material is fixed is connected to each other is often formed by forming a male screw or a female screw on both sides and twisting and joining rod-like or cylindrical joining members to these. .

特開平7−127691号公報JP 7-127691 A 特開2001−173157号公報JP 2001-173157 A

鋼より線は複数の鋼線を束ねて撚りを与えたものであり、緊張力を導入すると撚りが緩和される方向にねじれる、いわゆる撚り戻し作用が生じる。緊張力を導入するときの定着端は鋼より線に導入される緊張力によって構造部材等に定着具が強く押し付けられる。したがって、撚り戻し作用によるねじり力は両端部では容易に拘束することができる。しかし、接続具には鋼より線の軸線回りに回転させる力が作用し、次に説明するような不都合を生じることがある。   The steel stranded wire is obtained by bundling a plurality of steel wires to give a twist, and when a tensile force is introduced, a so-called untwisting action occurs in which the twist is twisted in a relaxed direction. At the fixing end when the tension force is introduced, the fixing tool is strongly pressed against the structural member or the like by the tension force introduced into the steel strand. Therefore, the twisting force due to the untwisting action can be easily restrained at both ends. However, a force that rotates around the axis of the stranded wire acts on the connector, which may cause inconvenience as described below.

互いに接続する緊張材が異種のものであって、図16(a)に示すように、複数の鋼線又は複数の鋼より線を束ねたものである第1の緊張材101と、一本の鋼より線である第2の緊張材102とを接続するとき、引張力の導入によって第2の緊張材102に撚り戻し作用が生じる。これにより、接続具103が緊張材101,102の軸線回りに回転し、複数の鋼線又は複数の鋼より線を束ねた第1の緊張材101がねじれる。特に、第1の緊張材101の一部がすでにグラウト等によって固定されているときには、第2の緊張材102の撚り戻し作用によるねじれが、第1の緊張材101の短い範囲に集中する。   The tension members connected to each other are different, and as shown in FIG. 16 (a), a first tension member 101 that is a bundle of a plurality of steel wires or a plurality of steel strands, When the second tendon material 102, which is a stranded steel wire, is connected, a twisting back action occurs in the second tendon material 102 due to the introduction of the tensile force. Thereby, the connection tool 103 rotates around the axis line of the tendon members 101 and 102, and the first tendon member 101 bundled with a plurality of steel wires or a plurality of steel wires is twisted. In particular, when a part of the first tendon material 101 is already fixed by grout or the like, the twist due to the untwisting action of the second tendon material 102 is concentrated in a short range of the first tendon material 101.

また、特許文献1又は特許文献2に記載されているように接続具として、第1の緊張材101と第2の緊張材102とのそれぞれに結合される鋼ブロック又は鋼スリーブ104,105と、これらの双方とねじり合される接合部材106とが用いられるときには、互いに接合する鋼ブロック又は鋼スリーブ104,105が相対的に回転することがある。つまり、第2の緊張材102の撚り戻し作用によって鋼スリーブ105が軸線回りに回転し、鋼スリーブ105と接合部材106とがねじり合された部分、又は鋼スリーブ104と接合部材106とがねじり合された部分を緩める方向に回転させる。   In addition, as described in Patent Document 1 or Patent Document 2, as a connection tool, steel blocks or steel sleeves 104 and 105 coupled to the first tension material 101 and the second tension material 102, respectively, When a joining member 106 that is twisted together with both of these is used, the steel blocks or steel sleeves 104 and 105 that are joined together may rotate relatively. That is, the steel sleeve 105 rotates about the axis by the untwisting action of the second tendon material 102 and the steel sleeve 105 and the joining member 106 are twisted together, or the steel sleeve 104 and the joining member 106 are twisted together. Rotate the part that has been loosened.

一方、図16(b)に示すように第1の緊張材111と第2の緊張材112との双方に撚り戻し作用が生じるときにも、第1の緊張材111が固定された鋼ブロック又は鋼スリーブ114と第2の緊張材が固定されている鋼ブロック又は鋼スリーブ115とは逆方向に回転しようとする。このように互いに接合した鋼ブロック又は鋼スリーブ114,115に相対的な回転を生じさせる力が作用すると、ねじり合せた接合部材116が抜け出す虞が生じる   On the other hand, as shown in FIG. 16 (b), a steel block to which the first tendon 111 is fixed or when the twisting action occurs in both the first tendon 111 and the second tendon 112. The steel sleeve 114 and the steel block or the steel sleeve 115 to which the second tendon is fixed tend to rotate in the opposite direction. When a force that causes relative rotation acts on the steel blocks or steel sleeves 114 and 115 joined to each other in this manner, there is a possibility that the joining member 116 that has been twisted will come out.

本発明は、上記のような事情に鑑みてなされたものであり、鋼より線の撚り戻し作用によって緊張材接続具の全体又は一部が軸線回りに回転するのを防止することを目的とする。   This invention is made | formed in view of the above situations, and it aims at preventing that the whole or one part of a tension | tensile_strength connection tool rotates around an axis line by the twisting-back effect | action of a strand from steel. .

上記課題を解決するために、請求項1に係る発明は、 第1の緊張材と鋼より線からなる第2の緊張材とを接続する緊張材接続具が前記第2の緊張材の軸線回りに回転するのを拘束する緊張材接続具の回転拘束構造であって、 前記緊張材接続具は、前記第2の緊張材の端部に結合される端部結合部材を有し、該端部結合部材を介して前記第2の緊張材を前記第1の緊張材と接続するものであり、 前記端部結合部材に、第1の係合部材が固着され、 前記第1の緊張材と前記第2の緊張材との接続部の周囲にあって位置が不動となった固定部材に第2の係合部材が固着され、 前記第1の係合部材と前記第2の係合部材とは、前記第2の緊張材の軸線方向へ相対的に移動するのを許容するとともに,前記端部結合部材が該第2の緊張材の軸線回りに回転しようとしたときには互いに接触して該端部結合部材の回転を拘束するものである緊張材接続具の回転拘束構造を提供する。   In order to solve the above-mentioned problem, the invention according to claim 1 is directed to a tension material connector for connecting a first tension material and a second tension material made of a steel stranded wire around the axis of the second tension material. It is a rotation restraint structure of the tension member connecting device that restrains the rotation of the tension member, and the tension member connecting member has an end coupling member coupled to an end portion of the second tension member, and the end portion The second tendon is connected to the first tendon via a coupling member, and a first engagement member is fixed to the end coupling member, and the first tendon and the first tendon A second engagement member is fixed to a fixing member that is located around the connection portion with the second tension member and has not been moved, and the first engagement member and the second engagement member are , Allowing relative movement in the axial direction of the second tendon, and allowing the end coupling member to rotate around the axis of the second tendon. Provided is a rotation restraint structure for a tension member connecting device that is in contact with each other and restrains the rotation of the end coupling member when they are to rotate in a straight line.

この緊張材接続具の回転拘束構造では、接続された第1の緊張材及び第2の緊張材に緊張力を導入すると、これらの緊張材に伸びが生じ、緊張材接続具は軸線方向に移動しようとする。このとき第1の係合部材と第2の係合部材とは、軸線方向への相対的な移動を許容するので、端部結合部材に固着されて軸線方向に移動する第1の係合部材は固定部材に固着された第2の係合部材によって拘束されることはなく、緊張材接続具は軸線方向に移動する。これにより第1の緊張材及び第2の緊張材には所定の緊張力が導入される。
一方、第2の緊張材の撚り戻し作用によって端部結合部材には第2の緊張材の軸線回りに回転しようとする力が作用するが、固定部材に固着された第2の係合部材と端部結合部材に固着された第1の係合部材とが接触し、端部結合部材の軸線回りの回転が拘束される。
In this rotational restraint structure of the tension member connecting device, when a tension force is introduced into the connected first and second tension members, the tension members are stretched, and the tension member connecting device moves in the axial direction. try to. At this time, since the first engagement member and the second engagement member allow relative movement in the axial direction, the first engagement member is fixed to the end coupling member and moved in the axial direction. Is not restrained by the second engaging member fixed to the fixing member, and the tension member connecting member moves in the axial direction. Thereby, a predetermined tension force is introduced into the first tension material and the second tension material.
On the other hand, a force to rotate around the axis of the second tendon acts on the end coupling member by the untwisting action of the second tendon, but the second engaging member fixed to the fixing member and The first engaging member fixed to the end coupling member comes into contact with the first coupling member, and the rotation of the end coupling member around the axis is restricted.

請求項2に係る発明は、請求項1に記載の緊張材接続具の回転拘束構造において、 前記端部結合部材に固着された前記第1の係合部材は、前記第2の緊張材の周囲で該第2の緊張材の軸線方向に突き出した突出部材を有し、 前記第2の係合部材は、前記突出部材が前記第2の緊張材の軸線回りに回転するときの移動経路上の位置にあって回転しようとする前記突出部材と接触するものとする。   The invention according to claim 2 is the rotation restraint structure of the tension member connector according to claim 1, wherein the first engaging member fixed to the end coupling member is around the second tension member. And a projecting member projecting in the axial direction of the second tendon, and the second engaging member is on a movement path when the projecting member rotates around the axis of the second tendon. It shall be in contact with the protruding member that is in position and intends to rotate.

この緊張材接続具の回転拘束構造では、突出部材が端部結合部材から第2の緊張材の軸線方向の突き出し、この突出部材の回転が第2の係合部材によって拘束されるものとなっているので、突出部材を含む第1の係合部材を第2の緊張材の中心軸線から小さい半径の円筒状の領域に収めることができる。したがって、緊張材および軸線回りの回転が拘束される緊張材接続具を小さいスペースに配置することが可能となる。
なお、本発明において第2の係合部材は、第1の係合部材と対向する位置から第2の緊張材の軸線方向に突き出したものであってもよいし、側方から第2の緊張材に向かって突き出したものであってもよい。
In the rotation restraint structure of the tendon connection tool, the protruding member protrudes from the end coupling member in the axial direction of the second tendon, and the rotation of the projecting member is restrained by the second engaging member. Therefore, the first engaging member including the projecting member can be accommodated in a cylindrical region having a small radius from the central axis of the second tension member. Therefore, it becomes possible to arrange | position the tension material and the tension material connection tool with which rotation around an axis line is restrained in a small space.
In the present invention, the second engaging member may protrude from the position facing the first engaging member in the axial direction of the second tension member, or the second tension member from the side. What protruded toward the material may be sufficient.

請求項3に係る発明は、請求項1に記載の緊張材接続具の回転拘束構造において、 前記第1の係合部材と前記第2の係合部材とのいずれか一方は、これらが互いに対向する部分に凸状部を有し、 前記第1の係合部材と前記第2の係合部材との他方は、前記第2の緊張材の軸線方向に形成され、前記凸状部が突き入れられる溝を有するものとする。   According to a third aspect of the present invention, in the rotation restraint structure of the tension member connecting device according to the first aspect, any one of the first engagement member and the second engagement member is opposed to each other. And the other of the first engaging member and the second engaging member is formed in the axial direction of the second tendon material, and the convex portion is inserted. It shall have a groove to be formed.

この緊張材接続具の回転拘束構造では、緊張力の導入によって緊張材接続具が軸線方向に移動しようとするときに、凸状部が溝内を軸線方向に移動し、緊張材接続具の軸線方向の移動を許容する。そして、撚り戻し作用による回転方向の力に対しては、凸状部が溝の側面に接触して端部結合部材の回転が拘束される。   In the rotation restraint structure of the tendon connection tool, when the tendon connection tool is about to move in the axial direction by the introduction of the tension force, the convex portion moves in the groove in the axial direction. Allow movement in direction. And with respect to the force of the rotational direction by a twisting-back effect | action, a convex-shaped part contacts the side surface of a groove | channel and rotation of an edge part coupling member is restrained.

請求項4に係る発明は、 第1の緊張材と鋼より線からなる第2の緊張材とを接続する緊張材接続具が該第2の緊張材の軸線回りに回転するのを拘束する緊張材接続具の回転拘束構造であって、 前記緊張材接続具は、前記第2の緊張材の端部に結合される端部結合部材を有し、該端部結合部材を介して前記第2の緊張材を前記第1の緊張材と接続するものであり、 前記第1の緊張材と前記第2の緊張材との接続部の周囲にあって位置が不動となった固定部材と前記端部結合部材とのいずれか一方に係合部材が固着され、 前記係合部材は、前記固定部材と前記端部結合部材との他方に対して、前記第2の緊張材の軸線方向へ相対的に移動するのを許容するとともに,前記端部結合部材が該第2の緊張材の軸線回りに回転しようとしたときには該端部結合部材の回転を拘束するように接触するものである緊張材接続具の回転拘束構造を提供する。   The invention which concerns on Claim 4 is the tension | tensile_strength which restrains that the tension | tensile_strength connecting tool which connects the 2nd tension | tensile_strength consisting of a 1st tension | tensile_strength and a steel strand wire rotates around the axis line of this 2nd tension | tensile_strength. It is a rotation restraint structure of a material connector, The said tension material connector has an edge part coupling member couple | bonded with the edge part of a said 2nd tension material, Said 2nd via this edge part coupling member The tension member is connected to the first tension material, and the fixing member and the end which are located around the connecting portion between the first tension material and the second tension material are fixed. An engagement member is fixed to one of the part coupling members, and the engagement member is relative to the other of the fixing member and the end coupling member in the axial direction of the second tendon. And when the end coupling member is about to rotate about the axis of the second tendon Providing rotation restraint structure of the tendon connectors is to contact to restrain the rotation of the end portion connecting member.

この緊張材接続具の回転拘束構造では、接続された第1の緊張材及び第2の緊張材に緊張力を導入したときに、緊張材接続具の軸線方向への移動は拘束されることがなく、第1の緊張材及び第2の緊張材に所定の緊張力を導入することができる。また、第2の緊張材の撚り戻し作用によって端部結合部材に軸線回りに回転しようとする力が作用しても、係合部材が端部結合部材又は固定部材に接触することによって端部結合部材の回転が拘束される。   In this rotational restraint structure of the tendon connection tool, when the tension force is introduced to the connected first tendon and the second tendon, the movement of the tendon connection tool in the axial direction may be restrained. Instead, a predetermined tension force can be introduced into the first tension material and the second tension material. In addition, even when a force to rotate around the axis acts on the end coupling member due to the unwinding action of the second tendon, the end coupling is caused by the engagement member contacting the end coupling member or the fixing member. The rotation of the member is constrained.

請求項5に係る発明は、請求項4に記載の緊張材接続具の回転拘束構造において、 前記固定部材と前記端部結合部材とのいずれか一方に固着された前記係合部材は、前記第2の緊張材の周囲で該第2の緊張材の軸線方向に突き出した棒状体を有し、 前記固定部材と前記端部結合部材との他方は、前記第2の緊張材の軸線方向に形成され、前記棒状体が突き入れられる穴を有するものとする。   The invention according to claim 5 is the rotation restraint structure of the tension member connector according to claim 4, wherein the engagement member fixed to one of the fixing member and the end coupling member is the first member. A rod-shaped body protruding in the axial direction of the second tendon around the second tendon, and the other of the fixing member and the end coupling member is formed in the axial direction of the second tendon And a hole into which the rod-like body is inserted.

この緊張材接続具の回転拘束構造では、第1の緊張材及び第2の緊張材に緊張力を導入したときに、穴に突き入れられた棒状体が穴内にさらに深く突き入れられるか、又は緊張材の伸び量に応じた長さが引き出される。したがって、緊張材接続具が有する端部結合部材の軸線方向の移動が許容される。また、緊張材の撚り戻し作用による端部結合部材の回転は、棒状体が穴の内周面に接触して拘束される。   In the rotation restraint structure of the tension member connecting tool, when a tension force is introduced into the first tension material and the second tension material, the rod-like body that is thrust into the hole is further thrust into the hole, or The length according to the amount of tension material stretched out. Therefore, the movement in the axial direction of the end coupling member included in the tendon connection member is allowed. Further, the rotation of the end coupling member due to the untwisting action of the tendon is restrained by the rod-shaped body coming into contact with the inner peripheral surface of the hole.

請求項6に係る発明は、請求項4に記載の緊張材接続具の回転拘束構造において、 前記固定部材と前記端部結合部材とのいずれか一方に固着された前記係合部材は、前記固定部材と前記端部結合部材とが対向する部分に凸状部を有し、 前記固定部材と前記端部結合部材との他方は、前記第2の緊張材の軸線方向に形成されて前記凸状部が突き入れられる溝を有するものとする。   The invention according to claim 6 is the rotation restraint structure of the tension member connector according to claim 4, wherein the engagement member fixed to one of the fixing member and the end coupling member is the fixed member. A convex portion is formed at a portion where the member and the end portion coupling member face each other, and the other of the fixing member and the end portion coupling member is formed in the axial direction of the second tension member and is convex. It shall have a groove into which the part is inserted.

この緊張材接続具の回転拘束構造では、緊張力の導入によって緊張材接続具が軸線方向に移動しようとするときに、凸状部が溝内を軸線方向に移動し、緊張材接続具の軸線方向の移動を許容する。そして、撚り戻し作用による回転方向の力に対しては、凸状部が溝の側面に接触して端部結合部材の回転が拘束される。   In the rotation restraint structure of the tendon connection tool, when the tendon connection tool is about to move in the axial direction by the introduction of the tension force, the convex portion moves in the groove in the axial direction. Allow movement in direction. And with respect to the force of the rotational direction by a twisting-back effect | action, a convex-shaped part contacts the side surface of a groove | channel and rotation of an edge part coupling member is restrained.

請求項7に係る発明は、請求項1から請求項6までのいずれかに記載の緊張材接続具の回転拘束構造において、 前記固定部材は、前記第1の緊張材又は前記第2の緊張材の緊張力によってプレストレスが導入されるコンクリート部材とする。   The invention according to claim 7 is the rotation restraint structure of the tension member connecting device according to any one of claims 1 to 6, wherein the fixing member is the first tension material or the second tension material. It is assumed that the concrete member is prestressed by the tension force.

この緊張材接続具の回転拘束構造では、緊張材及び緊張材接続具をシース等で覆った状態でコンクリートを打設することにより、緊張材接続具に近接した位置に簡単に固定部材を形成することができる。   In the rotation restraint structure of the tension member connecting device, the fixing member is easily formed at a position close to the tension member connecting device by placing the concrete with the tension member and the tension member connecting member covered with a sheath or the like. be able to.

請求項8に係る発明は、 少なくともいずれか一方が鋼より線である第1の緊張材と第2の緊張材とを互いに接続する緊張材接続具であって、 該緊張材接続具が前記第1の緊張材の軸線方向へ移動するのを許容するとともに、該緊張材接続具に前記第1の緊張材の軸線回りに回転する方向の力が作用したときに、該緊張材接続具と隣接して位置が不動となった固定部材に反力を作用させ、該緊張材接続具の回転を拘束する回転拘束手段を有する緊張材接続具を提供する。   The invention according to claim 8 is a tension material connector that connects the first tension material and the second tension material, at least one of which is a steel strand, to each other. When the force of the direction which rotates around the axis line of the said 1st tension | tensile_strength acts on this tension | tensile_strength connection tool, while permitting moving to the axial direction of 1 tension | tensile_strength, it adjoins this tension | tensile_strength connection tool. Thus, there is provided a tension member connecting device having a rotation restraining means for restraining the rotation of the tension member connecting device by applying a reaction force to the fixing member whose position is fixed.

この緊張材接続具では、接続された第1の緊張材及び第2の緊張材を緊張したときに、軸線方向への移動が許容されて、第1の緊張材及び第2の緊張材に所定の緊張力が導入されるとともに、鋼より線の撚り戻し作用によって緊張材接続具が回転するのが回転拘束手段によって拘束される。   In this tendon connection tool, when the connected first tendon and second tendon are tensioned, movement in the axial direction is allowed, and the first tendon and the second tendon are predetermined. , And the rotation of the tension member connecting member due to the untwisting action of the stranded wire is restrained by the rotation restraining means.

以上説明したように、本発明の緊張材接続具又は緊張材接続具の回転拘束構造では、鋼より線からなる緊張材と他の緊張材とを接続して緊張力を導入したときに、鋼より線の撚り戻し作用によって他の緊張材がねじれたり、緊張材接続具の雄ねじ部と雌ねじ部とをねじり合せた部分にゆるみが生じたりするのを防止することができる。   As explained above, in the rotation restraint structure of the tension member connecting device or the tension member connecting device according to the present invention, when the tension force is introduced by connecting the tension material composed of the steel strand and the other tension material, the steel It is possible to prevent other tension members from being twisted by the twisting-back action of the stranded wire, and loosening from occurring in the portion where the male thread portion and the female thread portion of the tension member connector are twisted together.

請求項1に係る発明の一実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。It is a schematic sectional drawing which shows the tension | tensile_strength material connector with which the rotation restraint structure which is one Embodiment of the invention which concerns on Claim 1 was applied. 図1に示す緊張材接続具で使用される鋼ブロックの側面図及び正面図である。It is the side view and front view of a steel block which are used with the tendon connection tool shown in FIG. 図1に示す緊張材接続具で使用されるロッドの側面図及び正面図、並びにこのロッドに装着することができる押え部材の側面図である。FIG. 2 is a side view and a front view of a rod used in the tension member connector shown in FIG. 1 and a side view of a pressing member that can be attached to the rod. 図1に示す緊張材接続具で使用される鋼スリーブの側面図及び正面図を示す概略図である。It is the schematic which shows the side view and front view of a steel sleeve which are used with the tension material connector shown in FIG. 図1に示す緊張材接続具で使用される第1の係合部材を示す側面図及び正面図である。It is the side view and front view which show the 1st engaging member used with the tension material connecting tool shown in FIG. 図1に示す緊張材接続具の回転を拘束するために使用される第2の係合部材を示す正面図及び側面図である。It is the front view and side view which show the 2nd engaging member used in order to restrain rotation of the tendon connection tool shown in FIG. 請求項1に係る発明の他の実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。It is a schematic sectional drawing which shows the tension | tensile_strength connection tool with which the rotation restraint structure which is other embodiment of the invention which concerns on Claim 1 was applied. 図7に示す緊張材接続具で使用される第1の係合部材を示す側面図及び正面図である。It is the side view and front view which show the 1st engaging member used with the tension material connecting tool shown in FIG. 図7に示す緊張材接続具の回転を拘束するために使用される第2の係合部材を示す正面図及び側面図である。It is the front view and side view which show the 2nd engaging member used in order to restrain rotation of the tension material connecting tool shown in FIG. 請求項4に係る発明の一実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。It is a schematic sectional drawing which shows the tension material connector with which the rotation restraint structure which is one Embodiment of the invention which concerns on Claim 4 was applied. 図10に示す緊張材接続具で使用される鋼スリーブを示す側面図及び正面図である。It is the side view and front view which show the steel sleeve used with the tendon connection tool shown in FIG. 図10に示す緊張材接続具の回転を拘束するために使用される係合部材を示す正面図及び側面図である。It is the front view and side view which show the engaging member used in order to restrain rotation of the tension | tensile_strength material connector shown in FIG. 請求項4に係る発明の他の実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。It is a schematic sectional drawing which shows the tension | tensile_strength connection tool with which the rotation restraint structure which is other embodiment of the invention which concerns on Claim 4 was applied. 図13に示す緊張材接続具で使用される鋼スリーブを示す側面図及び正面図である。It is the side view and front view which show the steel sleeve used with the tendon connection tool shown in FIG. 図13に示す緊張材接続具の回転拘束構造で使用されるシースの一部を示す断面図及び側面図である。It is sectional drawing and a side view which show a part of sheath used by the rotation restraint structure of the tension material connector shown in FIG. 従来の緊張材接続具の問題点を説明するための概略図である。It is the schematic for demonstrating the problem of the conventional tendon connection tool.

以下、本発明の実施の形態を図に基づいて説明する。
図1は、請求項1に係る発明の一実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。
この緊張材接続具は、12本の鋼線3を束ねた第1の緊張材1と19本の鋼線を撚り合わせて一本の鋼より線4とした第2の緊張材2とを接続するものである。第1の緊張材1と第2の緊張材2とは、コンクリート部材5に埋め込まれたシース6内に配置され、緊張力を導入してコンクリート部材5に定着することによって、このコンクリート部材5にプレストレスを導入するものである。第1の緊張材1を構成する12本の鋼線3はいずれも径が8mmとなっている。また、第2の緊張材2である鋼より線4は19本の鋼線を撚り合わせて径が28.6mmとしたものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a schematic cross-sectional view showing a tendon connection tool to which a rotation restraint structure according to an embodiment of the present invention is applied.
This tension material connector connects the first tension material 1 in which 12 steel wires 3 are bundled with the second tension material 2 in which 19 steel wires are twisted to form a single strand 4 of steel. To do. The first tendon member 1 and the second tendon member 2 are arranged in a sheath 6 embedded in the concrete member 5, and are introduced into the concrete member 5 by introducing a tension force and fixing to the concrete member 5. It introduces prestress. The twelve steel wires 3 constituting the first tendon 1 all have a diameter of 8 mm. Moreover, the steel strand 4 which is the 2nd tension material 2 twists 19 steel wires, and makes diameter 28.6 mm.

上記緊張材接続具は、第1の緊張材1を構成する鋼線3のそれぞれが係止される鋼ブロック11と、この鋼ブロック11に設けられた12の鋼線挿通孔11aのそれぞれに装着されて鋼線3を鋼ブロック11に固定するくさび12と、上記鋼ブロック11に連結されるロッド13と、このロッド13に装着され、バネ17を介してくさび12を押さえる押え部材14と、上記ロッド13と連結される円筒状の部材であって、第2の緊張材が結合される端部結合部材である鋼スリーブ15と、この鋼スリーブ15のほぼ円筒状となった形状の内側に挿入された第2の緊張材2を該鋼スリーブ15に固定するくさび16と、で主要部が構成されている。そして、この緊張材接続具が第2の緊張材2の軸線回りに回転するのを押さえる回転拘束手段として、該緊張材接続具は上記鋼スリーブ15に固定される第1の係合部材20を有し、第2の緊張材2の周囲にあるコンクリート部材5には、第2の係合部材30が固定されている。これらの第1の係合部材20と第2の係合部材30とは、軸線まわりに相対的な回転が生じるのを拘束するように係合されている。   The above-mentioned tendon connecting tool is attached to each of the steel block 11 to which each of the steel wires 3 constituting the first tendon 1 is locked and each of the twelve steel wire insertion holes 11a provided in the steel block 11. A wedge 12 for fixing the steel wire 3 to the steel block 11, a rod 13 connected to the steel block 11, a pressing member 14 attached to the rod 13 and holding the wedge 12 via a spring 17, and the above A steel member 15 which is a cylindrical member connected to the rod 13 and is an end connecting member to which the second tendon is joined, and the steel sleeve 15 is inserted into the substantially cylindrical shape. The main part is composed of the wedge 16 for fixing the second tension material 2 made to the steel sleeve 15. Then, as the rotation restraining means for suppressing the tension member connecting tool from rotating around the axis of the second tension member 2, the tension member connecting tool includes the first engagement member 20 fixed to the steel sleeve 15. The second engaging member 30 is fixed to the concrete member 5 having the second tendon 2 around. The first engagement member 20 and the second engagement member 30 are engaged with each other so as to restrain the relative rotation about the axis.

上記鋼ブロック11は、図2に示すように、前面と後面とが平坦に形成されて互いに平行となっており、側面は円筒曲面を形成している。前面の中心から円筒曲面の中心線に沿って中央穴11bが形成されており、その周囲には周方向に等間隔で後面に貫通する12の鋼線挿通孔11aが形成されている。
上記中心穴11bは内周面に雌ねじが切削されており、その深さは該雌ねじと螺合されるロッド13のねじ込み長が充分な長さとなるように設定されている。なお、この中心穴11bは後面に貫通するものであっても良い。
上記鋼線挿通孔11aは、前面側から後面側に向かって中心側に接近するように傾斜して設けられている。この鋼線挿通孔11aの内径は、後面付近では鋼線3を自由に挿入することができる大きさとなっており、前面側では内径が前面に向かって徐々に拡大されている。この内径拡大部11cで内周面と鋼線3との間にくさび12を押し入れ、鋼線3を鋼ブロック11に固定するものとなっている。
As shown in FIG. 2, the steel block 11 has a front surface and a rear surface that are formed flat and parallel to each other, and the side surface forms a cylindrical curved surface. A central hole 11b is formed along the center line of the cylindrical curved surface from the center of the front surface, and twelve steel wire insertion holes 11a penetrating the rear surface at equal intervals in the circumferential direction are formed around the central hole 11b.
The center hole 11b has a female screw cut on the inner peripheral surface, and the depth thereof is set so that the screw-in length of the rod 13 screwed with the female screw is sufficiently long. The central hole 11b may penetrate the rear surface.
The steel wire insertion hole 11a is provided to be inclined so as to approach the center side from the front side toward the rear side. The inner diameter of the steel wire insertion hole 11a is such that the steel wire 3 can be freely inserted in the vicinity of the rear surface, and the inner diameter gradually increases toward the front surface on the front surface side. The wedge 12 is pushed between the inner peripheral surface and the steel wire 3 by the inner diameter enlarged portion 11 c to fix the steel wire 3 to the steel block 11.

上記ロッド13は、図3に示すように棒状の部材であって、上記鋼ブロック11にねじ込まれる側の端である第1端13aから所定の範囲に第1の雄ねじ部13bが形成され、他方の端である第2端13cから所定の範囲に第2の雄ねじ部13dが形成されている。第1の雄ねじ部13bと第2の雄ねじ部13dとの間には、雄ねじが形成されずに平坦な側面を有する工具係止部13eが形成されており、このロッド13を軸線回りに回転させるためにレンチ等の工具を嵌め合わせることができるものとなっている。上記第1の雄ねじ部13bと第2の雄ねじ部13dとは、いずれか一方がいわゆる逆ねじとなっており、螺状の傾斜方向が逆方向に設けられている。したがって、逆ねじとなった雄ねじ部と螺合される鋼ブロック11の中心穴11bの雌ねじ、又はスリーブ15の雌ねじ(後に詳述する)も対応するように逆ねじとなっている。また、第1の雄ねじ部13bと第2の雄ねじ部13dとは、螺状のピッチが異なるものとなっており、本実施の形態では第1の雄ねじ部13bの螺状のピッチは第2の雄ねじ部13dの螺状のピッチより小さくなっている。したがって、同じ回転量で第1の雄ねじ部13bが雌ねじにねじ込まれる軸線方向の長さは第2の雄ねじ部13dがねじ込まれる長さより小さくなる。
なお、このロッド13の第2端13cには、端面の中心から軸線方向に、第2の緊張材2の端部との干渉を避けるための穴13fが形成されている。
The rod 13 is a rod-shaped member as shown in FIG. 3, and a first male screw portion 13b is formed in a predetermined range from a first end 13a which is an end screwed into the steel block 11, and the other A second male screw portion 13d is formed in a predetermined range from the second end 13c, which is the end of the second end. Between the first male screw portion 13b and the second male screw portion 13d, there is formed a tool locking portion 13e having a flat side surface without forming a male screw, and this rod 13 is rotated around the axis. Therefore, a tool such as a wrench can be fitted. One of the first male screw portion 13b and the second male screw portion 13d is a so-called reverse screw, and the spiral inclination direction is provided in the reverse direction. Accordingly, the internal thread of the center hole 11b of the steel block 11 to be screwed with the external thread portion that has become the reverse thread, or the internal thread of the sleeve 15 (which will be described in detail later) is also a reverse thread. Further, the first male screw portion 13b and the second male screw portion 13d have different screw pitches. In the present embodiment, the screw pitch of the first male screw portion 13b is the second screw screw pitch. It is smaller than the thread-like pitch of the male screw portion 13d. Therefore, the length in the axial direction in which the first male screw portion 13b is screwed into the female screw with the same rotation amount is smaller than the length in which the second male screw portion 13d is screwed.
The second end 13c of the rod 13 is formed with a hole 13f in the axial direction from the center of the end face to avoid interference with the end of the second tendon material 2.

上記押え部材14は、中心部に開口14aを有する円板状の部材であって、開口の内周面に雌ねじが切削され、ロッド13の第1の雄ねじ部13bに螺合されるものである。したがって、回転させることによってロッド13の軸線方向に移動可能となっており、図1に示すように鋼線3と鋼ブロック11の鋼線挿通孔の内周面との間に押し入れられたくさび12が抜け出さないようにバネ17を介して押え付けるものとなっている。   The pressing member 14 is a disk-shaped member having an opening 14 a in the center, and a female screw is cut on the inner peripheral surface of the opening and is screwed into the first male screw portion 13 b of the rod 13. . Therefore, it is possible to move in the axial direction of the rod 13 by rotating, and the wedge 12 pushed between the steel wire 3 and the inner peripheral surface of the steel wire insertion hole of the steel block 11 as shown in FIG. Is pressed through a spring 17 so as not to come out.

上記鋼スリーブ15は、図4に示すように側面が円筒状となっており、軸線方向に中空孔15aが形成されている。この中空孔15aは軸線方向に内径が変化するものとなっており、軸線方向の一方の端である第1端15bから所定の範囲で最も内径が大きく、上記ロッド13の第2の雄ねじ部13dをねじ込むことができる雌ねじ部15cとなっている。この雌ねじ部15cより他方の端側つまり第2端15d側では、中空孔15aの内径が徐々に縮小され、第2端15dで第2の緊張材2を自由に挿通することができる大きさとなっている。
また、この鋼スリーブ15の雌ねじ部15cと内径が縮小される部分との間には、中空孔15aから外周面に貫通するくさび点検孔15eが形成されている。このくさび点検孔15eはくさび16を押し込んで鋼より線4を鋼スリーブ15に固定した後に、くさび16の状態を確認することを可能とするものである。
As shown in FIG. 4, the steel sleeve 15 has a cylindrical side surface, and a hollow hole 15 a is formed in the axial direction. The hollow hole 15a has an inner diameter that changes in the axial direction. The inner diameter is the largest in a predetermined range from the first end 15b, which is one end in the axial direction, and the second male screw portion 13d of the rod 13 is provided. The internal thread portion 15c can be screwed. On the other end side from the female screw portion 15c, that is, the second end 15d side, the inner diameter of the hollow hole 15a is gradually reduced so that the second tendon 2 can be freely inserted through the second end 15d. ing.
Further, a wedge inspection hole 15e penetrating from the hollow hole 15a to the outer peripheral surface is formed between the female screw portion 15c of the steel sleeve 15 and a portion where the inner diameter is reduced. The wedge inspection hole 15e allows the state of the wedge 16 to be confirmed after the wedge 16 is pushed in and the steel strand 4 is fixed to the steel sleeve 15.

この鋼スリーブ15の第2端15dの端面には、第2の緊張材2を挿通する中空孔15aの周囲に複数のボルト穴15fが形成されている。このボルト穴15fは、第2の緊張材2の軸線方向に設けられ、内周面には雌ねじが切削されている。このボルト穴15fにねじ込まれるボルト18によって第1の係合部材20を固定するものとなっている。   A plurality of bolt holes 15 f are formed on the end surface of the second end 15 d of the steel sleeve 15 around a hollow hole 15 a through which the second tendon 2 is inserted. The bolt hole 15f is provided in the axial direction of the second tension member 2, and an internal thread is cut on the inner peripheral surface. The first engagement member 20 is fixed by a bolt 18 screwed into the bolt hole 15f.

上記くさび16は、外周面が円錐曲面となり、内周面が円筒曲面となる軸対称形状の部材を、周方向に複数の部材となるように分割したものである。そして、図1に示すように、鋼スリーブ15の第2端15d側から中空孔15a内に挿入された第2の緊張材2と鋼スリーブ15の徐々に縮小される内周面との間に、鋼スリーブ15の第1端15b側から押し入れられるものである。したがって、円錐曲面である外周面が鋼スリーブ15の徐々に径が縮小される内周面に圧接されるとともに、円筒曲面である内周面が第2の緊張材2の周面に圧接される。このように鋼スリーブ15と第2の緊張材2との間に押し入れられたときに、複数に分割されたくさび間には隙間が生じるように、分割されたそれぞれのくさびの周方向の寸法が設定されている。また、くさび16の第2の緊張材2に圧接される面は、第2の緊張材2との間で滑りが生じないように摩擦を増大する措置が施されている。   The wedge 16 is obtained by dividing an axially symmetric member whose outer peripheral surface is a conical curved surface and whose inner peripheral surface is a cylindrical curved surface into a plurality of members in the circumferential direction. And as shown in FIG. 1, between the 2nd tension | tensile_strength material 2 inserted in the hollow hole 15a from the 2nd end 15d side of the steel sleeve 15, and the inner peripheral surface where the steel sleeve 15 is gradually reduced | reduced The steel sleeve 15 is pushed in from the first end 15b side. Therefore, the outer peripheral surface that is a conical curved surface is pressed against the inner peripheral surface of the steel sleeve 15 whose diameter is gradually reduced, and the inner peripheral surface that is a cylindrical curved surface is pressed to the peripheral surface of the second tension member 2. . Thus, when the steel sleeve 15 and the second tendon 2 are pushed in, the circumferential dimension of each of the divided wedges is such that a gap is generated between the plurality of divided wedges. Is set. In addition, the surface of the wedge 16 that is pressed against the second tendon 2 is provided with a measure to increase friction so that no slip occurs between the second tendon 2.

上記第1の係合部材20は、上記鋼スリーブ15に固定される基部21と、この基部21から第2の緊張材2の軸線方向に突き出し、突出部材として機能する角管部22とを有するものである。上記基部21は、鋼からなる板状の部材によって形成されており、外形が鋼スリーブ15の第2端15dの端面とほぼ同じ大きさの円形となっている。この外形は、円形でなくてもよく、接続部のシース7内で第2の緊張材2の軸線方向に移動が可能な形状及び大きさであればよい。この基部21の中央部には第2の緊張材2を挿通することができる中心孔21aが設けられ、その周囲に複数のボルト孔21bが形成されている。この基部21を鋼スリーブ15の第2端15dの端面に当接し、ボルト孔21bに挿通したボルト18を鋼スリーブ15に設けられたボルト穴15fにねじ込み、締め付けることによってこの基部21を鋼スリーブ15に固着することができるものとなっている。   The first engagement member 20 includes a base portion 21 fixed to the steel sleeve 15 and a square tube portion 22 protruding from the base portion 21 in the axial direction of the second tension member 2 and functioning as a protruding member. Is. The base portion 21 is formed of a plate-shaped member made of steel, and has an outer shape that is a circle having the same size as the end surface of the second end 15 d of the steel sleeve 15. The outer shape does not have to be circular, and may be any shape and size that can move in the axial direction of the second tendon 2 in the sheath 7 of the connecting portion. A central hole 21a through which the second tendon material 2 can be inserted is provided at the center of the base 21, and a plurality of bolt holes 21b are formed around it. The base 21 is brought into contact with the end surface of the second end 15d of the steel sleeve 15, and the bolt 18 inserted through the bolt hole 21b is screwed into a bolt hole 15f provided in the steel sleeve 15 and tightened to tighten the base 21 to the steel sleeve 15. It can be fixed to.

上記角管部22は、断面がほぼ正方形となった鋼からなる管状の部材で形成されている。そして、基部21の中心孔21aの周囲であってボルト孔21bが形成された位置の内側に、溶接によって取り付けられている。したがって、第2の緊張材2が鋼スリーブ15の中空孔15aに挿通されて該鋼スリーブ15に結合されたときに、鋼スリーブ15の第2端15d側から第2の緊張材2の周囲で該第2の緊張材に沿った方向に角管部22が突き出すものとなる。   The square tube portion 22 is formed of a tubular member made of steel having a substantially square cross section. And it is attached by welding inside the position where the bolt hole 21b is formed around the center hole 21a of the base 21. Therefore, when the second tendon 2 is inserted into the hollow hole 15a of the steel sleeve 15 and joined to the steel sleeve 15, the second tendon 2 is surrounded by the second end 15d of the steel sleeve 15 around the second tendon 2. The square tube portion 22 protrudes in a direction along the second tendon.

上記第2の係合部材30は、図1に示すように、緊張材の接続部を覆う接続部のシース7と標準部のシース6との間においてコンクリート部材5に固定されるものであり、鋼からなる板状の基部31と、この基部31から第2の緊張材2の軸線方向に突出した角管部32とを備えている。基部31は、中央部に第2の緊張材2を挿通する中心孔31aが形成されており、その周囲にはボルト8を挿通することができるボルト孔31bが設けられている。そして、基部31の第1の係合部材20と対向する面には、中心孔31aの周囲に角管部32が溶接によって接合されており、反対側の面には標準部のシース6が接合されている。また、第1の係合部材20と対向する面の外周部には、接続部のシース7が接合されている。ボルト孔31bは内周面に雌ねじが切削されており、ボルト孔31bに第1の係合部材20と対向する面からねじ込まれたボルト8が反対側に付き出している。したがって、接続具のシース7及び標準部のシース6を埋め込むように打設されたコンクリートにボルト8の先端部が埋め込まれ、第2の係合部材30の基部31がコンクリート部材5に固定されるものとなっている。   As shown in FIG. 1, the second engagement member 30 is fixed to the concrete member 5 between the sheath 7 of the connection portion that covers the connection portion of the tendon and the sheath 6 of the standard portion, A plate-like base portion 31 made of steel and a square tube portion 32 protruding from the base portion 31 in the axial direction of the second tendon 2 are provided. The base 31 is formed with a central hole 31a through which the second tendon 2 is inserted at the center, and a bolt hole 31b through which the bolt 8 can be inserted. The square tube portion 32 is joined to the surface of the base portion 31 facing the first engagement member 20 around the center hole 31a by welding, and the standard sheath 6 is joined to the opposite surface. Has been. In addition, the sheath 7 of the connection portion is joined to the outer peripheral portion of the surface facing the first engagement member 20. The bolt hole 31b has a female screw cut on the inner peripheral surface, and the bolt 8 screwed into the bolt hole 31b from the surface facing the first engaging member 20 is attached to the opposite side. Therefore, the tip of the bolt 8 is embedded in the concrete that is placed so as to embed the sheath 7 of the connector and the sheath 6 of the standard part, and the base 31 of the second engagement member 30 is fixed to the concrete member 5. It has become a thing.

上記角管部32は、断面形状がほぼ正方形となった鋼からなる管状の部材で形成されており、断面においてほぼ正方形となった内周面の一辺の寸法が第1の係合部材20が備える角管部22の断面における外周面の一辺の寸法より大きくなっている。そして、第2の係合部材30の角管部32は、第1の係合部材20の角管部22と対向するように突き出し、先端部の内側に第1の係合部材20の角管部22が挿入されている。   The square tube portion 32 is formed of a tubular member made of steel having a substantially square cross-sectional shape, and the first engagement member 20 has a dimension on one side of the inner peripheral surface that is substantially square in cross-section. It is larger than the dimension of one side of the outer peripheral surface in the cross section of the provided square tube portion 22. And the square tube part 32 of the 2nd engagement member 30 protrudes so that the square tube part 22 of the 1st engagement member 20 may be opposed, and the square tube of the 1st engagement member 20 is located inside a front-end | tip part. Part 22 is inserted.

上記第1の緊張材1は、第2の緊張材2と接続される端部の反対側の端部がコンクリート部材5に定着されている。そして、第2の緊張材2は、第1の緊張材1と接続される端部の反対側の端部がジャッキによって把持され、緊張力が導入される。緊張力は第2の緊張材2から緊張材接続具を介して第1の緊張材1に伝達され、第1の緊張材1に伸びが生じる。これにともなって緊張材接続具は緊張側へ移動するが、第1の係合部材20と第2の係合部材30は互いに拘束することなく緊張材接続具の軸線方向への移動を許容する。したがって、第1の緊張材1及び第2の緊張材2には所定の緊張力が導入される。また、緊張力の導入にともなう第2の緊張材2の撚り戻し作用によって鋼スリーブ15が第2の緊張材2の軸線回りに回転しようとするが、第1の係合部材20が有する角管部22の頂角部付近が、第2の係合部材30の角管部32の内側で内周面に突き当たり、回転が拘束される。これにより、第2の緊張材2の撚り戻し作用による回転力は、ロッド13、鋼ブロック11及び第1の緊張材1に伝達されず、鋼線を束ねた第1の緊張材1にねじれが生じることが防止される。また、鋼スリーブ15とロッド13とをねじり合せた部分、又はロッド13と鋼ブロック11とをねじり合せた部分が抜け出すようなことも防止される。   In the first tendon 1, the end opposite to the end connected to the second tendon 2 is fixed to the concrete member 5. And as for the 2nd tension material 2, the edge part on the opposite side to the edge part connected with the 1st tension material 1 is hold | gripped with a jack, and tension force is introduce | transduced. The tension is transmitted from the second tension material 2 to the first tension material 1 via the tension material connector, and the first tension material 1 is stretched. Accordingly, the tension member connecting tool moves to the tension side, but the first engagement member 20 and the second engagement member 30 allow the movement of the tension member connecting tool in the axial direction without restraining each other. . Therefore, a predetermined tension force is introduced into the first tension material 1 and the second tension material 2. Further, the steel sleeve 15 tries to rotate around the axis of the second tendon material 2 by the untwisting action of the second tendon material 2 with the introduction of the tension force, but the square tube included in the first engagement member 20. The vicinity of the apex portion of the portion 22 hits the inner peripheral surface inside the square tube portion 32 of the second engagement member 30, and rotation is restricted. Thereby, the rotational force due to the untwisting action of the second tendon 2 is not transmitted to the rod 13, the steel block 11, and the first tendon 1, and the first tendon 1 bundled with the steel wire is twisted. It is prevented from occurring. Further, it is possible to prevent the portion where the steel sleeve 15 and the rod 13 are twisted together or the portion where the rod 13 and the steel block 11 are twisted out from coming out.

図7は、請求項1に係る発明の他の実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。また、図8及び図9は、この回転拘束構造で用いられる第1の係合部材及び第2の係合部材を示す側面図及び正面図である。
この緊張材接続具は、図1に示す緊張材接続具と同様に、12本の鋼線3を束ねた第1の緊張材1と19本の鋼線を撚り合わせて一本の鋼より線4とした第2の緊張材2とを接続するものである。そして、鋼ブロック11、くさび12、ロッド13、押え部材14、鋼スリーブ15及びくさび16は、図1に示す緊張材接続具と同じものが用いられている。そして、この緊張材接続具に適用された回転拘束構造では、図5及び図6に示す第1の係合部材20及び第2の係合部材30に代えて、図8及び図9に示す第1の係合部材40及び第2の係合部材50が用いられている。
FIG. 7 is a schematic cross-sectional view showing a tendon connection tool to which a rotation restraint structure according to another embodiment of the present invention is applied. 8 and 9 are a side view and a front view showing the first engagement member and the second engagement member used in this rotation restricting structure.
This tendon connection tool is similar to the tendon connection tool shown in FIG. 1, by twisting the first tendon 1 and the 19 steel wires in which 12 steel wires 3 are bundled together to form a single strand of steel. 4 is connected to the second tendon material 2. And the steel block 11, the wedge 12, the rod 13, the pressing member 14, the steel sleeve 15, and the wedge 16 are the same as the tension material connector shown in FIG. And in the rotation restraint structure applied to this tension material connector, it replaces with the 1st engagement member 20 and the 2nd engagement member 30 which are shown in FIG.5 and FIG.6, and is shown in FIG.8 and FIG.9. One engaging member 40 and the second engaging member 50 are used.

上記第1の係合部材40は、鋼スリーブ15に固着されるものであり、鋼スリーブ15に固定される基部41と、この基部41から第2の緊張材2の軸線方向に突き出し、突出部材として機能する管状部42とを有するものである。上記基部41は、図5に示す係合部材と同じ形態となっており、ボルト18によって鋼スリーブ15に固着される。
上記管状部42は、断面がほぼ円形となった鋼からなる管部材で形成されている。そして、基部41の中心孔41aの周囲であってボルト孔41bが形成された位置の内側に、溶接によって取り付けられている。そして、第2の緊張材2の軸線方向に突きだした先端付近の外側には、2つの凸状部42aが設けられている。
The first engagement member 40 is fixed to the steel sleeve 15, and protrudes in the axial direction of the second tension member 2 from the base 41 fixed to the steel sleeve 15 and the base 41, and a protruding member And has a tubular portion 42 that functions as: The base 41 has the same form as the engaging member shown in FIG. 5 and is fixed to the steel sleeve 15 by the bolt 18.
The tubular portion 42 is formed of a tube member made of steel having a substantially circular cross section. And it is attached by welding inside the position where the bolt hole 41b is formed around the center hole 41a of the base 41. And the two convex-shaped parts 42a are provided in the outer side of the front-end | tip vicinity protruded in the axial direction of the 2nd tension material 2. As shown in FIG.

上記第2の係合部材50は、図6に示す係合部材と同様に、板状の基部51と、この基部51から第2の緊張材2の軸線方向に突き出した管状部52とを有するものである。基部51は図6に示す係合部材30と同じ構造となっており、ボルト孔51aにねじ込んだボルト8の先端をコンクリート部材5に埋め込んで固定することができるものである。
上記管状部52は、断面形状がほぼ円形となった鋼からなる管部材で形成されており、基部51の中心孔51aの周囲に一端が固定されている。この管状部52の内周面の半径は第1の係合部材40が備える管状部42の外周面の半径より大きくなっている。そして、第1の係合部材40の管状部42に凸状部42aが設けられた位置と周方向において対応する位置には、管状部52の内周面に軸線方向の溝52aが形成されており、この溝52aは上記凸状部42aを突き入れることができる大きさとなっている。
The second engaging member 50 has a plate-like base 51 and a tubular portion 52 protruding from the base 51 in the axial direction of the second tendon 2, similarly to the engaging member shown in FIG. 6. Is. The base 51 has the same structure as that of the engaging member 30 shown in FIG. 6, and the tip of the bolt 8 screwed into the bolt hole 51 a can be embedded and fixed in the concrete member 5.
The tubular portion 52 is formed of a tube member made of steel having a substantially circular cross-sectional shape, and one end is fixed around the center hole 51 a of the base portion 51. The radius of the inner peripheral surface of the tubular portion 52 is larger than the radius of the outer peripheral surface of the tubular portion 42 included in the first engagement member 40. An axial groove 52a is formed on the inner peripheral surface of the tubular portion 52 at a position corresponding to the position where the convex portion 42a is provided in the tubular portion 42 of the first engaging member 40 in the circumferential direction. The groove 52a has such a size that the convex portion 42a can be inserted.

この第2の係合部材50の管状部52は、基部51から第1の係合部材40の管状部42と対向するように突き出し、先端部の内側に第1の係合部材40の管状部42が挿入されている。そして、第1の係合部材40の管状部42に設けられた凸状部42aは、第2の係合部材50の管状部52に設けられた溝52a内に突き入れられている。   The tubular portion 52 of the second engaging member 50 protrudes from the base portion 51 so as to face the tubular portion 42 of the first engaging member 40, and the tubular portion of the first engaging member 40 is located inside the distal end portion. 42 is inserted. The convex portion 42 a provided on the tubular portion 42 of the first engagement member 40 is inserted into a groove 52 a provided on the tubular portion 52 of the second engagement member 50.

このような回転防止構造が適用された緊張材接続具では、第1の緊張材1及び第2の緊張材2に緊張力が導入され、緊張材接続具が軸線方向に移動するときに、鋼スリーブ15に固着された第1の係合部材40の凸状部42aは、コンクリート部材5に固定された第2の係合部材50の溝52a内で第2の緊張材2の軸線方向に沿って移動する。したがって、緊張材接続具の移動が拘束されることはなく、第1の緊張材1及び第2の緊張材2に適切に緊張力が導入される。また、第2の緊張材2の撚り戻し作用によって緊張材接続具に回転力が作用するが、第1の係合部材40の凸状部42aが第2の係合部材50の溝52a内で該溝の側面に接触し、周方向への移動が拘束される。したがって、緊張材接続具の軸線回りの回転が拘束され、第1の緊張材1がねじれるのを防止することができる。   In the tension member connecting device to which such an anti-rotation structure is applied, when a tension force is introduced into the first tension member 1 and the second tension member 2 and the tension member connecting member moves in the axial direction, steel is used. The convex portion 42 a of the first engagement member 40 fixed to the sleeve 15 is along the axial direction of the second tension member 2 in the groove 52 a of the second engagement member 50 fixed to the concrete member 5. Move. Therefore, the movement of the tension member connecting device is not restricted, and tension force is appropriately introduced into the first tension material 1 and the second tension material 2. Further, the rotational force acts on the tension member connecting device by the untwisting action of the second tension member 2, but the convex portion 42 a of the first engagement member 40 is within the groove 52 a of the second engagement member 50. The contact with the side surface of the groove is restrained from moving in the circumferential direction. Therefore, rotation around the axis of the tendon connecting tool is restrained, and the first tendon 1 can be prevented from being twisted.

図10は、請求項4に係る発明の一実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。また、図11は、この緊張材接続具で用いられる鋼スリーブの側面図及び正面図であり、図12は、この緊張材接続具の回転拘束構造で用いられる係合部材を示す正面図及び側面図である。
この緊張材接続具は、図1に示す接続具と同様に、12本の鋼線3を束ねた第1の緊張材1と19本の鋼線を撚り合わせて一本の鋼より線4とした第2の緊張材2とを接続するものであり、鋼ブロック11、くさび12、ロッド13、押え部材14及びくさび16は、図1に示す接続具と同じものが用いられている。そして、第1の緊張材1及び第2の緊張材2によってプレストレスが導入されるコンクリート部材5に係合部材60が固定され、回転拘束構造を構成している。
FIG. 10: is a schematic sectional drawing which shows the tension | tensile_strength connection tool with which the rotation restraint structure which is one Embodiment of the invention which concerns on Claim 4 was applied. FIG. 11 is a side view and a front view of a steel sleeve used in this tendon connection tool, and FIG. 12 is a front view and a side view showing an engagement member used in the rotation restraint structure of the tendon connection tool. FIG.
As in the connector shown in FIG. 1, the tension member connector is formed by twisting a first tension member 1, which is a bundle of 12 steel wires 3, and 19 steel wires together with a single steel strand 4. The steel block 11, the wedge 12, the rod 13, the pressing member 14 and the wedge 16 are the same as those shown in FIG. 1. Then, the engaging member 60 is fixed to the concrete member 5 into which prestress is introduced by the first tendon 1 and the second tendon 2 to constitute a rotation restraint structure.

この接続具で用いられる鋼スリーブ71は、図4に示す鋼スリーブ15と同様に軸線方向に中空孔71aが形成され、軸線方向の一方の端である第1端71bからロッド13の第2の雄ねじ部13dをねじ込むことができるものとなっている。また、他方の端側つまり第2端71c側からは、第2の緊張材2を中空孔71a内に挿通してくさび16で結合することができるものである。
この鋼スリーブ71の第2端71cの端面つまり中空孔71aの内径が縮小された側の端面には、図11に示すように、第2の緊張材2を挿通する中空孔71aの周囲に穴71dが形成されている。この穴71dは、第2の緊張材2の軸線方向に設けられ、内周面は滑らかな円筒曲面となっており、単一の穴を設けるものであってもよいが、図10及び図11に示すように第2の緊張材2を挿通する中空孔71aの周囲に複数を設けるのが望ましい。
The steel sleeve 71 used in this connector has a hollow hole 71a formed in the axial direction in the same manner as the steel sleeve 15 shown in FIG. 4, and the second end of the rod 13 from the first end 71b, which is one end in the axial direction. The male screw portion 13d can be screwed in. Further, from the other end side, that is, from the second end 71c side, the second tendon 2 can be inserted into the hollow hole 71a and coupled by the wedge 16.
On the end surface of the second end 71c of the steel sleeve 71, that is, the end surface on the side where the inner diameter of the hollow hole 71a is reduced, there is a hole around the hollow hole 71a through which the second tendon material 2 is inserted, as shown in FIG. 71d is formed. The hole 71d is provided in the axial direction of the second tendon 2 and the inner peripheral surface is a smooth cylindrical curved surface, and a single hole may be provided. It is desirable to provide a plurality around the hollow hole 71a through which the second tendon 2 is inserted as shown in FIG.

上記係合部材60は、図12に示すように、緊張材の接続部を覆う接続部のシース7と標準部のシース6との間において、固定部材であるコンクリート部材5に固定されるものである。そして、鋼からなる板状の基部61と、この基部61から第2の緊張材2の軸線方向に突出した棒状体62とを備えている。基部61は、一方の面に接続部のシース7が接続され、他方の面に標準部シース6が接続されて、鋼スリーブ71の第2端71cの端面と対向するように配置される。この基部61の中央部には第2の緊張材2を挿通する中心孔61aが形成されており、その周囲には複数のボルト孔61bが設けられている。これらのボルト孔61bの内周面は雌ねじが切削され、棒状体62に形成された雄ねじ部をねじ込むとともにナット63を締め付けて固定することができるものとなっている。これらのボルト孔61bは、対向する鋼スリーブ71の端面に形成された穴71dと対応するする位置に設けられ、これらのボルト孔61bにねじ込んで固定された棒状体62は、鋼スリーブ71と対向する側に突き出して、鋼スリーブの穴71d内に挿入されるものとなっている。   As shown in FIG. 12, the engaging member 60 is fixed to the concrete member 5 as a fixing member between the sheath 7 of the connecting portion that covers the connecting portion of the tendon and the sheath 6 of the standard portion. is there. A plate-like base 61 made of steel and a rod-like body 62 protruding from the base 61 in the axial direction of the second tendon 2 are provided. The base 61 is arranged so that the sheath 7 of the connecting portion is connected to one surface and the standard sheath 6 is connected to the other surface so as to face the end surface of the second end 71 c of the steel sleeve 71. A central hole 61a through which the second tendon 2 is inserted is formed at the center of the base 61, and a plurality of bolt holes 61b are provided around the center hole 61a. The internal peripheral surfaces of these bolt holes 61b are cut by internal threads, and can be fixed by screwing external thread portions formed in the rod-shaped body 62 and tightening nuts 63. These bolt holes 61 b are provided at positions corresponding to the holes 71 d formed in the end surface of the opposing steel sleeve 71, and the rod-like body 62 screwed and fixed into these bolt holes 61 b is opposed to the steel sleeve 71. It protrudes to the side to be inserted and is inserted into the hole 71d of the steel sleeve.

このような回転防止構造が適用された緊張材接続具では、第1の緊張材1及び第2の緊張材2に緊張力が導入されると、緊張材接続具が軸線方向に移動する。このときに、コンクリート部材5に固定された係合部材60の棒状体62は、鋼スリーブ71に設けられた穴71d内でさらに深く突き入れられ、緊張材接続具の移動が拘束されることはない。また、第2の緊張材2に緊張力が導入されることによる撚り戻し作用によって緊張材接続具に回転力が作用するが、係合部材60の棒状体62が鋼スリーブ71の穴71d内に突き入れられており、鋼スリーブ71が棒状体62に拘束されて回転が抑止される。したがって、緊張材接続具の雄ねじと雌ねじとをねじり合せた部分及び第1の緊張材1に軸線回りの回転力が伝達するのを抑えることができる。   In the tension member connecting device to which such an anti-rotation structure is applied, when a tension force is introduced to the first tension member 1 and the second tension member 2, the tension member connecting member moves in the axial direction. At this time, the rod-like body 62 of the engaging member 60 fixed to the concrete member 5 is further inserted into the hole 71d provided in the steel sleeve 71, and the movement of the tension member connecting device is restricted. Absent. In addition, a rotational force acts on the tension member connecting device due to the twisting-back action caused by the introduction of the tension force to the second tension member 2, but the rod-shaped body 62 of the engagement member 60 is placed in the hole 71 d of the steel sleeve 71. The steel sleeve 71 is restrained by the rod-shaped body 62 and rotation is restrained. Therefore, it is possible to prevent the rotational force around the axis from being transmitted to the portion where the male thread and female thread of the tendon connecting member are twisted together and the first tendon 1.

図13は、請求項4に係る発明の他の実施形態である回転拘束構造が適用された緊張材接続具を示す概略断面図である。また、図14は、この緊張材接続具で用いられる鋼スリーブの側面図及び正面図であり、図15は、この緊張材接続具の回転拘束構造で用いられる接続部のシースの一部を示す断面図及び側面図である。
この緊張材接続具は、図1に示す緊張材接続具と同様に、12本の鋼線3を束ねた第1の緊張材1と19本の鋼線を撚り合わせて一本の鋼より線4とした第2の緊張材2とを接続するものであり、鋼ブロック11、くさび12、ロッド13、押え部材14及びくさび16は、図1に示す接続具と同じものが用いられている。そして、この緊張材接続具では、端部結合部材である鋼スリーブ91が回転拘束構造の係合部材として機能する凸状部92を備えており、接続部のシースの一部80に形成された溝81に上記凸状部92が突き入れられるものとなっている。
FIG. 13: is a schematic sectional drawing which shows the tension | tensile_strength connection tool with which the rotation restraint structure which is other embodiment of the invention which concerns on Claim 4 was applied. FIG. 14 is a side view and a front view of a steel sleeve used in the tendon connection tool, and FIG. 15 shows a part of the sheath of the connection portion used in the rotation restraint structure of the tendon connection tool. It is sectional drawing and a side view.
This tendon connection tool is similar to the tendon connection tool shown in FIG. 1, by twisting the first tendon 1 and the 19 steel wires in which 12 steel wires 3 are bundled together to form a single strand of steel. 4 is connected to the second tendon 2, and the steel block 11, the wedge 12, the rod 13, the pressing member 14, and the wedge 16 are the same as those shown in FIG. 1. And in this tension material connector, the steel sleeve 91 which is an edge part connection member is provided with the convex-shaped part 92 which functions as an engaging member of a rotation restraint structure, and was formed in the part 80 of the sheath of a connection part. The convex portion 92 is inserted into the groove 81.

この緊張材接続具で用いらえる鋼スリーブ91は、図4に示す鋼スリーブと同様に軸線方向に中空孔91aが形成され、軸線方向の第1端91bからロッド13の第2の雄ねじ部13dをねじ込むことができるものとなっている。また、第2端91c側からは、第2の緊張材2を中空孔91a内に挿通してくさび16で結合することができるものである。
この鋼スリーブ91の第2端91cつまり中空孔91aの内径が縮小された側の端付近には、図13及び図14に示すように、外側に突き出して係合部材として機能する凸状部92が形成されている。この凸状部92は、鋼スリーブ91と一体に形成されたものであり、周面に一つを設けるものであってもよいが、図14に示すように複数を設けるのが望ましい。
As with the steel sleeve shown in FIG. 4, the steel sleeve 91 that can be used in this tension member connector has a hollow hole 91 a formed in the axial direction, and the second male screw portion 13 d of the rod 13 from the first end 91 b in the axial direction. Can be screwed in. Further, from the second end 91c side, the second tendon 2 can be inserted into the hollow hole 91a and coupled by the wedge 16.
In the vicinity of the second end 91c of this steel sleeve 91, that is, the end on the side where the inner diameter of the hollow hole 91a is reduced, as shown in FIG. 13 and FIG. Is formed. The convex portions 92 are formed integrally with the steel sleeve 91, and one may be provided on the peripheral surface, but it is desirable to provide a plurality as shown in FIG.

また、この緊張材接続具の回転拘束構造で用いられる接続部のシースは、図13及び図15に示すように、鋼スリーブ91に設けられた凸状部92が軸線方向に移動する範囲において、内周面に溝81が形成されている。この溝81となる部分には、溝型の鋼部材82が用いられ、これらの鋼部材82の外側面に鋼薄板83を接合して接続部のシースの一部80の周面が形成されている。鋼薄板83は、接続部のシース内のほぼ円筒状となった空間を形成する曲率で曲げ加工され、端部は外側に折り曲げられた部分83aを備えている。この折り曲げられた部分83aが溝型の鋼部材82の外側面に当接され、曲げ加工された鋼薄板83の内周面が溝型の鋼部材82の開口と周方向にほぼ並ぶように固定される。このように同数の溝型の鋼部材82と曲げ加工された鋼薄板83とを周方向に接続して内側に緊張材接続具が収容される円筒状の空間を形成するとともに、内側に向かって開口した溝型の鋼部材82によって溝81が形成される。   Further, as shown in FIGS. 13 and 15, the sheath of the connecting portion used in the rotation restraint structure of the tension member connecting tool is within a range in which the convex portion 92 provided on the steel sleeve 91 moves in the axial direction. A groove 81 is formed on the inner peripheral surface. A groove-type steel member 82 is used for the portion that becomes the groove 81, and a peripheral surface of a part 80 of the sheath of the connecting portion is formed by joining a steel thin plate 83 to the outer surface of the steel member 82. Yes. The steel thin plate 83 is bent with a curvature that forms a substantially cylindrical space in the sheath of the connection portion, and the end portion includes a portion 83a bent outward. The bent portion 83a is brought into contact with the outer surface of the grooved steel member 82, and the inner peripheral surface of the bent steel sheet 83 is fixed so that it is substantially aligned with the opening of the grooved steel member 82 in the circumferential direction. Is done. In this way, the same number of groove-shaped steel members 82 and the bent steel thin plates 83 are connected in the circumferential direction to form a cylindrical space in which the tension material connector is accommodated inside, and toward the inside. A groove 81 is formed by the opened groove-shaped steel member 82.

このように形成された接続部のシースの一部80は、一端が鋼からなる基部84に接続され、他端は円筒状の接続部のシース85に接続されている。基部84の反対側の面には標準部のシース6が接続される。そして、この接続部のシース80,85及び標準部のシース6の外側にコンクリート部材5を構成するコンクリートが打設されることによって、鋼部材82を含む接続部のシース80,85がコンクリート部材に固定される。   A part 80 of the sheath of the connecting portion formed in this way is connected to a base portion 84 made of steel and the other end is connected to a sheath 85 of a cylindrical connecting portion. The standard portion sheath 6 is connected to the opposite surface of the base portion 84. Then, the concrete constituting the concrete member 5 is placed outside the sheaths 80 and 85 of the connection part and the sheath 6 of the standard part, so that the sheaths 80 and 85 of the connection part including the steel member 82 become the concrete member. Fixed.

このような回転防止構造では、第1の緊張材1及び第2の緊張材2に緊張力が導入され、緊張材接続具が軸線方向に移動するときに、鋼スリーブ91と一体に形成されている凸状部92が、溝81内で第2の緊張材2の軸線方向に移動し、凸状部92が緊張材接続具の移動を拘束することはない。また、第2の緊張材2に緊張力が導入されることによる撚り戻し作用によって緊張材接続具に回転力が作用するが、係合部材を構成する凸状部92が溝型の鋼部材82に接触し、鋼スリーブ91の回転が拘束される。したがって、緊張材接続具の雄ねじと雌ねじとをねじり合せた部分及び第1の緊張材1に軸線回りの回転力が伝達するのが抑えられる。   In such an anti-rotation structure, a tension force is introduced into the first tension material 1 and the second tension material 2 and is formed integrally with the steel sleeve 91 when the tension material connector moves in the axial direction. The protruding convex portion 92 moves in the axial direction of the second tendon 2 in the groove 81, and the convex portion 92 does not restrain the movement of the tendon connecting member. In addition, a rotational force acts on the tension member connecting device due to the twisting-back action caused by the introduction of the tension force to the second tension member 2, but the convex portion 92 constituting the engaging member is a groove-type steel member 82. The rotation of the steel sleeve 91 is constrained. Therefore, it is possible to prevent the rotational force around the axis from being transmitted to the portion where the male thread and female thread of the tendon connecting member are twisted together and the first tendon 1.

以上に説明した緊張材接続具の回転拘束構造及び緊張材接続具は、本発明の実施の形態であって、本発明はこれらに限定されるものではなく、本発明の範囲内において形状や寸法等を適宜に変更して実施することができる。
例えば、請求項1に係る発明は、図1又は図7に示す実施の形態において、第1の係合部材と第2の係合部材とが、対向する方向に突き出した管状の部材を有し、これらが緊張材接続具の軸線回りの回転を拘束するように干渉するものとなっているが、対向するように突き出した部材は管状の部材に限定されるものではなく、棒状の部材又は板状の部材が第2の緊張材の周囲で突き出し、一方の回転を拘束するように他方が干渉するものであってもよい。また、第2の係合部材は、第2の緊張材の軸線方向に突き出したものに限定されるものではなく、第2の緊張材の周囲にある固定部材から第2の緊張材のほぼ中心に向かって突き出したものであってもよい。
The above-described rotation restraint structure of the tendon connection tool and the tendon connection tool are embodiments of the present invention, and the present invention is not limited to these, and the shape and dimensions are within the scope of the present invention. Etc. can be implemented with appropriate changes.
For example, the invention according to claim 1 includes a tubular member in which the first engagement member and the second engagement member protrude in opposite directions in the embodiment shown in FIG. 1 or FIG. These members interfere so as to constrain rotation around the axis of the tension member connector, but the members protruding so as to face each other are not limited to tubular members, but are rod-shaped members or plates A shaped member may protrude around the second tendon and the other interferes to constrain one rotation. Further, the second engagement member is not limited to the one projecting in the axial direction of the second tendon material, but is substantially the center of the second tendon member from the fixing member around the second tendon member. It may be protruding toward the surface.

一方、請求項4に係る発明は、図10に示す実施の形態において、固定部材に固定された係合部材60が棒状体62を備えるものとなっているが、端部結合部材である鋼スリーブに固定された係合部材が第2の緊張材の軸線方向に突き出した棒状体を有し、固定部材に設けられた軸線方向の穴に進退可能に挿入されるものであってもよい。
また、図10に示す実施の形態では、係合部材が備える棒状体が鋼スリーブの穴に挿入されるものとなっているが、鋼スリーブの穴に代えて鋼スリーブの外周面に軸線方向の溝が設けられ、この溝に挿入されるものであってもよい。
On the other hand, in the embodiment according to claim 4, in the embodiment shown in FIG. 10, the engaging member 60 fixed to the fixing member is provided with the rod-shaped body 62, but the steel sleeve is an end coupling member. The engagement member fixed to the second member may have a rod-like body protruding in the axial direction of the second tension member, and may be inserted into an axial hole provided in the fixing member so as to be able to advance and retreat.
Further, in the embodiment shown in FIG. 10, the rod-shaped body provided in the engaging member is inserted into the hole of the steel sleeve, but instead of the hole of the steel sleeve, the outer circumferential surface of the steel sleeve is arranged in the axial direction. A groove may be provided and inserted into the groove.

図13に示す実施の形態では、端部結合部材である鋼スリーブに係合部材である凸状部が一体に形成されているが、ボルト等を鋼スリーブにねじ込むことによって凸状部を形成するものであってもよい。
また、係合部材として接続部のシースに内周面から内側に突き出す突起を設け、鋼スリーブの外周面に形成された軸線方向の溝に上記突起が突き入れられるものであってもよい。
In the embodiment shown in FIG. 13, the convex portion that is the engaging member is integrally formed with the steel sleeve that is the end coupling member, but the convex portion is formed by screwing a bolt or the like into the steel sleeve. It may be a thing.
Moreover, the protrusion which protrudes inside from an inner peripheral surface may be provided in the sheath of a connection part as an engaging member, and the said protrusion may be inserted in the groove | channel of the axial direction formed in the outer peripheral surface of a steel sleeve.

一方、以上に説明した実施の形態では、第1の緊張材に接続する第2の緊張材が、一本の鋼より線となっているが、複数の鋼より線を束ねた緊張材においても撚り戻し作用が生じることがあり、第2の緊張材は複数の鋼より線を束ねたものであってもよい。
第2の緊張材が結合される端部結合部材は、説明した実施の形態においてくさびを用いて第2の緊張材が結合される鋼スリーブを採用しているが、モルタルや接着剤を用いて、又は鋼スリーブを圧縮変形させて第2の緊張材が結合されるものであってもよい。
また、第1の緊張材は、説明した実施の形態において複数の鋼線を束ねたものとしているが、これに限定されるものではなく、鋼より線、鋼より線を束ねたもの、鋼棒、アラミド繊維等の合成繊維を束ねたもの等であってもよい。そして、これらの緊張材の端部を把持し、第2の緊張材と接続する構造も種類に応じて適宜に選択することができる。
On the other hand, in the embodiment described above, the second tendon connected to the first tendon is a single strand of steel, but also in a tendon that bundles multiple strands of steel. A twisting action may occur, and the second tendon may be a bundle of a plurality of steel wires.
The end coupling member to which the second tendon is coupled employs a steel sleeve to which the second tendon is coupled using a wedge in the described embodiment, but using a mortar or an adhesive. Alternatively, the second tension member may be bonded by compressing and deforming the steel sleeve.
Moreover, although the 1st tension material shall be what bundled the some steel wire in embodiment demonstrated, it is not limited to this, Steel wire, what bundled the wire from steel, steel rod Bundles of synthetic fibers such as aramid fibers may also be used. And the structure which hold | grips the edge part of these tendons and connects with a 2nd tendon can also be selected suitably according to a kind.

1:第1の緊張材, 2:第2の緊張材, 3:第1の緊張材を構成する鋼線, 4:第2の緊張材を構成する鋼より線, 5:コンクリート部材, 6:標準部のシース, 7:接続部のシース, 8:ボルト,
11:鋼ブロック, 11a:鋼ブロックに設けられた鋼線挿通孔, 11b:中心穴, 11c:鋼線挿通孔の内径拡大部, 12:くさび, 13:ロッド, 13a:ロッドの軸線方向の第1端, 13b:第1の雄ねじ部, 13c:ロッドの軸線方向の第2端, 13d:第2の雄ねじ部, 13e:工具係止部, 14:押え部材, 14a:中心部の開口, 15:鋼スリーブ, 15a:中空孔, 15b:鋼スリーブの軸線方向の第1端, 15c:鋼スリーブの雌ねじ部, 15d:鋼スリーブの軸線方向の第2端, 15e:くさび点検孔, 15f:鋼スリーブに設けられた穴, 16:くさび, 17:バネ, 18:ボルト,
20:第1の係合部材, 21:第1の係合部材の基部, 21a:中心孔, 21b:ボルト孔, 22:第1の係合部材の角管部,
30:第2の係合部材, 31:第2の係合部材の基部,31a:中心孔, 31b:ボルト孔, 32:第2の係合部材の角管部,
40:第1の係合部材, 41:第1の係合部材の基部, 41a:中心孔, 41b:ボルト孔, 42:第1の係合部材の管状部, 42a:凸状部,
50:第2の係合部材, 51:第2の係合部材の基部,51a:中心孔, 51b:ボルト孔, 52:第2の係合部材の管状部, 52a:溝,
60:係合部材, 61:係合部材の基部, 61a:中心孔, 61b:ボルト孔, 62:棒状体, 63:ナット,
71:鋼スリーブ, 71a:中空孔, 71b:鋼スリーブの軸線方向の第1端, 71c:鋼スリーブの軸線方向の第2端, 71d:棒状体が挿入される穴,
80:接続部のシースの一部, 81:溝, 82:溝型の鋼部材, 83:鋼薄板, 83a:鋼薄板の折り曲げられた部分, 84:基部, 85:接続部のシース,
91:鋼スリーブ, 91a:中空孔, 91b:鋼スリーブの軸線方向の第1端, 91c:鋼スリーブの軸線方向の第2端, 92:凸状部
1: first tendon, 2: second tendon, 3: steel wire constituting the first tendon, 4: steel strand constituting the second tendon, 5: concrete member, 6: Standard part sheath, 7: Connection part sheath, 8: Bolt,
11: Steel block, 11a: Steel wire insertion hole provided in the steel block, 11b: Center hole, 11c: Inner diameter enlarged portion of the steel wire insertion hole, 12: Wedge, 13: Rod, 13a: Axis in the axial direction of the rod 1 end, 13b: first male threaded portion, 13c: second end in the axial direction of the rod, 13d: second male threaded portion, 13e: tool locking portion, 14: pressing member, 14a: opening in the central portion, 15 : Steel sleeve, 15a: Hollow hole, 15b: First end in the axial direction of the steel sleeve, 15c: Female thread portion of the steel sleeve, 15d: Second end in the axial direction of the steel sleeve, 15e: Wedge inspection hole, 15f: Steel Hole provided in sleeve, 16: wedge, 17: spring, 18: bolt,
20: First engaging member, 21: Base portion of first engaging member, 21a: Center hole, 21b: Bolt hole, 22: Square tube portion of first engaging member,
30: Second engaging member, 31: Base portion of second engaging member, 31a: Center hole, 31b: Bolt hole, 32: Square tube portion of second engaging member,
40: first engaging member, 41: base portion of the first engaging member, 41a: center hole, 41b: bolt hole, 42: tubular portion of the first engaging member, 42a: convex portion,
50: second engaging member, 51: base portion of the second engaging member, 51a: center hole, 51b: bolt hole, 52: tubular portion of the second engaging member, 52a: groove,
60: engaging member, 61: base portion of engaging member, 61a: center hole, 61b: bolt hole, 62: rod-shaped body, 63: nut,
71: Steel sleeve, 71a: Hollow hole, 71b: First end in the axial direction of the steel sleeve, 71c: Second end in the axial direction of the steel sleeve, 71d: Hole into which the rod-shaped body is inserted,
80: a part of the sheath of the connection part, 81: groove, 82: a grooved steel member, 83: a steel sheet, 83a: a bent part of the steel sheet, 84: a base part, 85: a sheath of the connection part,
91: steel sleeve, 91a: hollow hole, 91b: first axial end of the steel sleeve, 91c: second axial end of the steel sleeve, 92: convex portion

Claims (8)

第1の緊張材と鋼より線からなる第2の緊張材とを接続する緊張材接続具が前記第2の緊張材の軸線回りに回転するのを拘束する緊張材接続具の回転拘束構造であって、
前記緊張材接続具は、前記第2の緊張材の端部に結合される端部結合部材を有し、該端部結合部材を介して前記第2の緊張材を前記第1の緊張材と接続するものであり、
前記端部結合部材に、第1の係合部材が固着され、
前記第1の緊張材と前記第2の緊張材との接続部の周囲にあって位置が不動となった固定部材に第2の係合部材が固着され、
前記第1の係合部材と前記第2の係合部材とは、前記第2の緊張材の軸線方向へ相対的に移動するのを許容するとともに,前記端部結合部材が該第2の緊張材の軸線回りに回転しようとしたときには互いに接触して該端部結合部材の回転を拘束するものであることを特徴とする緊張材接続具の回転拘束構造。
In the rotation restraint structure of the tension material connector that restrains the tension material connector that connects the first tension material and the second tension material made of the steel strand from rotating about the axis of the second tension material. There,
The tendon connecting tool has an end coupling member coupled to an end of the second tendon, and the second tendon is connected to the first tendon via the end coupling member. To connect,
A first engagement member is fixed to the end coupling member,
A second engagement member is fixed to a fixing member which is around the connection portion between the first tension material and the second tension material and has a fixed position,
The first engagement member and the second engagement member allow relative movement in the axial direction of the second tension member, and the end coupling member is the second tension member. A rotation constraining structure for a tension member connecting device, wherein the members are in contact with each other to constrain the rotation of the end coupling member when they are about to rotate around the axis of the member.
前記端部結合部材に固着された前記第1の係合部材は、前記第2の緊張材の周囲で該第2の緊張材の軸線方向に突き出した突出部材を有し、
前記第2の係合部材は、前記突出部材が前記第2の緊張材の軸線回りに回転するときの移動経路上の位置にあって回転しようとする前記突出部材と接触するものであることを特徴とする請求項1に記載の緊張材接続具の回転拘束構造。
The first engagement member fixed to the end coupling member has a protruding member protruding in the axial direction of the second tendon around the second tendon.
The second engaging member is in a position on a moving path when the projecting member rotates about the axis of the second tendon, and is in contact with the projecting member to be rotated. The rotation restraint structure of the tendon connection tool according to claim 1, wherein
前記第1の係合部材と前記第2の係合部材とのいずれか一方は、これらが互いに対向する部分に凸状部を有し、
前記第1の係合部材と前記第2の係合部材との他方は、前記第2の緊張材の軸線方向に形成され、前記凸状部が突き入れられる溝を有することとを特徴とする請求項1に記載の緊張材接続具の回転拘束構造。
Either one of the first engagement member and the second engagement member has a convex portion in a portion where they face each other,
The other of the first engagement member and the second engagement member is formed in the axial direction of the second tension member, and has a groove into which the convex portion is inserted. The rotation restraint structure of the tendon connection tool according to claim 1.
第1の緊張材と鋼より線からなる第2の緊張材とを接続する緊張材接続具が該第2の緊張材の軸線回りに回転するのを拘束する緊張材接続具の回転拘束構造であって、
前記緊張材接続具は、前記第2の緊張材の端部に結合される端部結合部材を有し、該端部結合部材を介して前記第2の緊張材を前記第1の緊張材と接続するものであり、
前記第1の緊張材と前記第2の緊張材との接続部の周囲にあって位置が不動となった固定部材と前記端部結合部材とのいずれか一方に係合部材が固着され、
前記係合部材は、前記固定部材と前記端部結合部材との他方に対して、前記第2の緊張材の軸線方向へ相対的に移動するのを許容するとともに,前記端部結合部材が該第2の緊張材の軸線回りに回転しようとしたときには該端部結合部材の回転を拘束するように接触するものであることを特徴とする緊張材接続具の回転拘束構造。
In the rotation restraint structure of the tension material connector that restrains the tension material connector that connects the first tension material and the second tension material composed of the steel strand from rotating about the axis of the second tension material. There,
The tendon connecting tool has an end coupling member coupled to an end of the second tendon, and the second tendon is connected to the first tendon via the end coupling member. To connect,
An engaging member is fixed to one of the fixing member and the end coupling member which are located around the connecting portion between the first tendon and the second tendon and are stationary.
The engaging member allows relative movement in the axial direction of the second tendon with respect to the other of the fixing member and the end coupling member, and the end coupling member A rotation constraining structure for a tension member connecting device, characterized in that when the rotation is about the axis of the second tendon, the end connecting member comes into contact with the rotation of the end coupling member.
前記固定部材と前記端部結合部材とのいずれか一方に固着された前記係合部材は、前記第2の緊張材の周囲で該第2の緊張材の軸線方向に突き出した棒状体を有し、
前記固定部材と前記端部結合部材との他方は、前記第2の緊張材の軸線方向に形成され、前記棒状体が突き入れられる穴を有することを特徴とする請求項4に記載の緊張材接続具の回転拘束構造。
The engagement member fixed to one of the fixing member and the end coupling member has a rod-like body protruding in the axial direction of the second tension material around the second tension material. ,
The tension member according to claim 4, wherein the other of the fixing member and the end coupling member is formed in an axial direction of the second tension member and has a hole into which the rod-like body is inserted. Rotation restraint structure for connecting tools.
前記固定部材と前記端部結合部材とのいずれか一方に固着された前記係合部材は、前記固定部材と前記端部結合部材とが対向する部分に凸状部を有し、
前記固定部材と前記端部結合部材との他方は、前記第2の緊張材の軸線方向に形成されて前記凸状部が突き入れられる溝を有することを特徴とする請求項4に記載の緊張材接続具の回転拘束構造。
The engaging member fixed to one of the fixing member and the end coupling member has a convex portion at a portion where the fixing member and the end coupling member are opposed to each other.
5. The tension according to claim 4, wherein the other of the fixing member and the end coupling member has a groove formed in the axial direction of the second tension member and into which the convex portion is inserted. Rotation restraint structure for connecting materials.
前記固定部材は、前記第1の緊張材又は前記第2の緊張材の緊張力によってプレストレスが導入されるコンクリート部材であることを特徴とする請求項1から請求項6までのいずれかに記載の緊張材接続具の回転拘束構造。   The said fixing member is a concrete member into which a prestress is introduce | transduced by the tension force of the said 1st tension material or the said 2nd tension material, The any one of Claim 1-6 characterized by the above-mentioned. Rotation constraining structure of tension material connecting tool. 少なくともいずれか一方が鋼より線である第1の緊張材と第2の緊張材とを互いに接続する緊張材接続具であって、
該緊張材接続具が前記第1の緊張材の軸線方向へ移動するのを許容するとともに、該緊張材接続具に前記第1の緊張材の軸線回りに回転する方向の力が作用したときに、該緊張材接続具と隣接して位置が不動となった固定部材に反力を作用させ、該緊張材接続具の回転を拘束する回転拘束手段を有することを特徴とする緊張材接続具。
A tension material connector that connects the first tension material and the second tension material, at least one of which is a steel strand, to each other,
When the tendon connecting tool is allowed to move in the axial direction of the first tendon and a force in a direction rotating around the axis of the first tendon is applied to the tendon connecting tool. A tension material connector, comprising: a rotation restraining means for restraining rotation of the tension material connector by causing a reaction force to act on a fixing member whose position is immovable adjacent to the tension material connector.
JP2015055925A 2015-03-19 2015-03-19 Rotation restraint structure of tendon joint and tendon joint Active JP6392691B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015055925A JP6392691B2 (en) 2015-03-19 2015-03-19 Rotation restraint structure of tendon joint and tendon joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015055925A JP6392691B2 (en) 2015-03-19 2015-03-19 Rotation restraint structure of tendon joint and tendon joint

Publications (2)

Publication Number Publication Date
JP2016176218A true JP2016176218A (en) 2016-10-06
JP6392691B2 JP6392691B2 (en) 2018-09-19

Family

ID=57069072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015055925A Active JP6392691B2 (en) 2015-03-19 2015-03-19 Rotation restraint structure of tendon joint and tendon joint

Country Status (1)

Country Link
JP (1) JP6392691B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4900193A (en) * 1989-02-16 1990-02-13 The Foundation Equipment Corporation Concrete structural member splicing device
JP2008045280A (en) * 2006-08-10 2008-02-28 Sumitomo Denko Steel Wire Kk Prestressing strand connection structure and method of forming the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4900193A (en) * 1989-02-16 1990-02-13 The Foundation Equipment Corporation Concrete structural member splicing device
JP2008045280A (en) * 2006-08-10 2008-02-28 Sumitomo Denko Steel Wire Kk Prestressing strand connection structure and method of forming the same

Also Published As

Publication number Publication date
JP6392691B2 (en) 2018-09-19

Similar Documents

Publication Publication Date Title
US20180100560A1 (en) Connector for synthetic and coated wire rope
US8801300B2 (en) Fiber optic cable end fixture and fiber optic cable end fixing method
JPH0440169Y2 (en)
JP4642555B2 (en) Rope fixing device
US20200002947A1 (en) Stranded cable wedge
JP2009104069A (en) Optical connector fixing member and installation method of optical connector
KR101334750B1 (en) Cable fixing device using double wedges which are reversely facing each other to increase fixing capability and fixed type cable anchoring apparatus having the cable fixing device
US3220074A (en) Self-swaging ferrule
JP6392691B2 (en) Rotation restraint structure of tendon joint and tendon joint
JP2003009331A (en) End-anchoring device of outer sheath wire for outer sheath cable
JP6339486B2 (en) Tensile connecting and fixing devices
JP3990708B2 (en) PC steel fixing method
JP6781520B2 (en) Cable sheath fixing spacer and cable fixture
JP4358142B2 (en) Tensile materials for structures and connectors for steel strands
KR20200009747A (en) One-touch type steel easy coupler for biting iron rod
JP6993643B2 (en) Fixing structure and fixing method
JPH0320963B2 (en)
JP6869107B2 (en) Fixing device for FRP tension material
JP2000345656A (en) Crimp grip for pc steel product
JP7347076B2 (en) Connector, connector connection structure, manufacturing method of connector connection structure
JP3762717B2 (en) PC steel fixed structure
CN214169673U (en) Clamping body for anchoring steel strand and steel strand anchoring structure
JP2007151234A (en) Multiple armored cable holder and multiple armored cable holding method
JP2787286B2 (en) Steel tensile member end fixing device and method of assembling the same
RU193534U1 (en) FASTENING DEVICE FOR MULTI-ORDER CABLE

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171023

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180807

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20180814

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20180823

R150 Certificate of patent or registration of utility model

Ref document number: 6392691

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250