JPH06116948A - Tensionning and anchoring method of frp tendon - Google Patents

Tensionning and anchoring method of frp tendon

Info

Publication number
JPH06116948A
JPH06116948A JP29804192A JP29804192A JPH06116948A JP H06116948 A JPH06116948 A JP H06116948A JP 29804192 A JP29804192 A JP 29804192A JP 29804192 A JP29804192 A JP 29804192A JP H06116948 A JPH06116948 A JP H06116948A
Authority
JP
Japan
Prior art keywords
tension
wedge
tension member
hole
anchor head
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.)
Withdrawn
Application number
JP29804192A
Other languages
Japanese (ja)
Inventor
Tsuneo Tanaka
常雄 田中
Kensuke Taniki
謙介 谷木
Katsuji Shimamoto
勝次 島本
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.)
Mitsubishi Kasei Corp
PS Co Ltd
Original Assignee
Mitsubishi Kasei Corp
PS 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 Mitsubishi Kasei Corp, PS Co Ltd filed Critical Mitsubishi Kasei Corp
Priority to JP29804192A priority Critical patent/JPH06116948A/en
Publication of JPH06116948A publication Critical patent/JPH06116948A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE:To prevent a tendon from cutting by placing the end of the tendon into the center hole of a wedge after an adhesive is applied between surfaces opposite to each other of the wedge consisting of two vertically split divided bodies. CONSTITUTION:An adhesive 30 of natural rubber, etc., is applied to surfaces 3c opposite to each other of two vertically split divided bodies 3' forming a wedge 3 having the peripheral surface 3b in the shape of a cone. After that, the end of an FRP tendon 2 is inserted into the center hole 3a of the wedge 3. Then, the wedge 3 is inserted into a through-hole 1a of an anchor head 1. In addition, the end of the tendon 2 is tensioned by a center hole jack and is anchored to a concrete construction.

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、FRP製緊張材の緊張
定着方法に関するものであり、詳しくは、プレストレス
トコンクリート構造用の緊張材や海洋構造物の接合用緊
張材等として使用されるFRP製緊張材の緊張定着方法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tension fixing method for an FRP tension member, and more specifically, an FRP tension member used as a tension member for prestressed concrete structures or a tension member for joining marine structures. The present invention relates to a tension fixing method for tension materials.

【0002】[0002]

【従来の技術】図3は、FRP製緊張材の緊張定着方法
の原理的説明図である。FRP製緊張材の緊張定着は、
2つの縦割り分割体から成り、全体として外周面3bが
円錐状をなし、FRP製緊張材が挿通される中心孔3a
を有し、当該中心孔の左右に位置する各相互対向面3c
は、それぞれ適当な厚さ分だけ一様に削除された形状を
なす楔3と、当該楔が挿入されるテーパー状の貫通孔1
aを有するアンカーヘッド1とを使用し、楔の中心孔3
aにFRP製緊張材2の端末を配置すると共に楔3をア
ンカーヘッドの貫通孔1aに配置し、アンカーヘッド1
を引っ張っることにより発生する楔作用を利用した方法
によって行われる。
2. Description of the Related Art FIG. 3 is a principle explanatory view of a tension fixing method for an FRP tension member. The tension fixation of the FRP tension material is
A central hole 3a which is composed of two longitudinally divided bodies and whose outer peripheral surface 3b has a conical shape as a whole and through which the FRP tension member is inserted.
And each mutual facing surface 3c located on the left and right of the center hole.
Are wedges 3 each having a shape uniformly removed by an appropriate thickness, and a tapered through hole 1 into which the wedges are inserted.
with the anchor head 1 having a, the central hole 3 of the wedge
The end of the FRP tension member 2 is arranged in a and the wedge 3 is arranged in the through hole 1a of the anchor head.
It is carried out by a method utilizing a wedge action generated by pulling.

【0003】楔の各相互対向面3cは、緊張定着の際に
は相互に接近し、2つの縦割り分割体が中心孔3aに配
置されたFRP製緊張材2を押圧して固定する。そし
て、楔の各相互対向面3cの間隙は、通常、1〜5mm
程度とされる。
The mutually opposing surfaces 3c of the wedges approach each other at the time of tension fixing, and the two vertically divided divided members press and fix the FRP tension member 2 arranged in the central hole 3a. And, the gap between the mutually opposing surfaces 3c of the wedge is usually 1 to 5 mm.
It is considered as a degree.

【0004】[0004]

【発明が解決しようとする課題】楔3の中心孔3aにF
RP製緊張材2の端末を配置して楔3をアンカーヘッド
1の貫通孔1aに配置する場合、時として、図4に示す
ように、2つの縦割り分割体の一方が軸方向にずれた
り、また、図5に示すように、楔の各相互対向面3cの
間隙がアンバランスとなり、その結果、緊張定着の際に
FRP製緊張材2が切れたり、緊張定着が不十分とな
る。本発明は、上記実情に鑑みなされたものであり、そ
の目的は、緊張定着の際の緊張材の切断を防止し且つ確
実な緊張定着を行い得るように改良された、FRP製緊
張材の緊張定着方法を提供することにある。
The central hole 3a of the wedge 3 has an F
When the end of the RP tension member 2 is arranged and the wedge 3 is arranged in the through hole 1a of the anchor head 1, sometimes, as shown in FIG. 4, one of the two vertically divided split bodies is displaced in the axial direction. Further, as shown in FIG. 5, the gap between the mutually facing surfaces 3c of the wedge becomes unbalanced, and as a result, the tension member 2 made of FRP is broken during tension fixing, and tension fixing becomes insufficient. The present invention has been made in view of the above circumstances, and an object thereof is to improve the tension of a FRP tension member, which is improved so as to prevent the tension member from being cut during tension fixing and to perform reliable tension fixing. It is to provide a fixing method.

【0005】[0005]

【課題を解決するための手段】すなわち、本発明の要旨
は、2つの縦割り分割体から成り、全体として外周面が
円錐状をなし、FRP製緊張材が挿通される中心孔を有
し、中心孔の左右に位置する各相互対向面はそれぞれ適
当な厚さ分だけ一様に削除された形状をなす楔と、当該
楔が挿入されるテーパー状の貫通孔を有するアンカーヘ
ッドとを使用し、楔の中心孔にFRP製緊張材の端末を
配置し且つ当該楔をアンカーヘッドの貫通孔に配置し、
アンカーヘッドを引っ張っることにより発生する楔作用
を利用したFRP製緊張材の緊張定着方法において、楔
の中心孔にFRP製緊張材の端末を配置するに当たり、
楔の各相互対向面の間に略一定厚さで粘着剤を施すこと
を特徴とするFRP製緊張材の緊張定着方法に存する。
That is, the gist of the present invention consists of two longitudinally divided bodies, the outer peripheral surface of which has a conical shape as a whole, and a central hole through which a FRP tension member is inserted. Each of the mutually facing surfaces located on the left and right of the central hole uses a wedge having a shape uniformly removed by an appropriate thickness, and an anchor head having a tapered through hole into which the wedge is inserted. , Arranging the end of the FRP tension material in the center hole of the wedge and disposing the wedge in the through hole of the anchor head,
In the tension fixing method of the FRP tension member using the wedge action generated by pulling the anchor head, when disposing the end of the FRP tension member in the center hole of the wedge,
A method of tension-fixing a tension member made of FRP is characterized in that an adhesive agent is applied between the mutually facing surfaces of the wedge with a substantially constant thickness.

【0006】[0006]

【作用】楔の各相互対向面の間に略一定厚さで施された
粘着剤は、2つの縦割り分割体の一方が軸方向にずれた
りすることを防止すると共に楔の各相互対向面の動きを
規制して各相互対向面の間隙のアンバランス化を防止す
る。
The pressure-sensitive adhesive applied with a substantially constant thickness between the mutually facing surfaces of the wedge prevents one of the two vertical divisions from being displaced in the axial direction, and at the same time, the mutually facing surfaces of the wedge. To prevent the gap between the mutually facing surfaces from being unbalanced.

【0007】[0007]

【実施例】以下、本発明の一実施例について、FRP製
緊張材(以下、単に緊張材と略記する)をPC緊張材と
して使用し複数の緊張材を同時に引張り緊張定着させる
場合を例として、図面を参照しながら説明する。本発明
においては、緊張定着の基本的方法として、特に、特公
平3−25666号公報に記載された緊張定着方法、す
なわち、2つの縦割り分割体から成り、全体として外周
面が円錐状をなし、緊張材が挿通される平滑な中心孔を
有し、中心孔の左右に位置する各相互対向面はそれぞれ
適当な厚さ分だけ一様に削除された形状をなす楔と、当
該楔が挿入されるテーパ状の貫通孔を有するアンカーヘ
ッドとを使用し、前記楔に近接して前記緊張材の外周面
に係合する係合部材を当該緊張材の所定位置に固定し、
当該緊張材の緊張力を利用して前記楔の端面に前記係合
部材で押圧し当該楔を前記アンカーヘッドの貫通孔へ押
し込みつつ前記緊張材を引張り緊張定着させる方法を採
用するのが好ましい。
EXAMPLES One example of the present invention will be described below in which an FRP tension material (hereinafter, simply referred to as a tension material) is used as a PC tension material and a plurality of tension materials are simultaneously pulled and tension-fixed. A description will be given with reference to the drawings. In the present invention, as a basic method of tension fixing, in particular, the tension fixing method described in Japanese Patent Publication No. 3-25666, that is, it is composed of two vertically divided divided bodies, and the outer peripheral surface has a conical shape as a whole. , A wedge having a smooth central hole through which the tension member is inserted, and the mutually opposing surfaces located on the left and right of the central hole are formed by uniformly removing the appropriate thickness, and the wedge is inserted. An anchor head having a tapered through hole is used, and an engaging member which is close to the wedge and engages with the outer peripheral surface of the tension member is fixed at a predetermined position of the tension member.
It is preferable to employ a method in which the tension member is pressed against the end surface of the wedge by the engaging member to push the wedge into the through hole of the anchor head to pull the tension member and fix the tension.

【0008】先ず、特公平3−25666号公報に記載
された緊張定着方法について、図6〜15を参照しなが
ら説明する。図6は、FRP製緊張材の緊張定着方法の
要部を示す縦断面図である。図6において、アンカーヘ
ッド1のテーパ状の貫通孔1aに緊張材2を挿通し、2
つの縦割り分割体から成り、全体として外周面が円錐状
をなす楔3の平滑な中心孔に緊張材2を位置させ、楔3
を緊張材2と貫通孔1aの内周との間に挿入し、楔3に
近接して緊張材2の外周面に係合する係合部材4で緊張
材2の所定位置を挟持し当該所定位置に係合部材4を固
定し、緊張材2にアンカーヘッド1を介して仮緊張力を
付与してその仮緊張力を利用して楔3の端面を係合部材
4の側面で押圧し楔3をアンカーヘッド1の貫通孔1a
へ押し込む。
First, the tension fixing method described in Japanese Patent Publication No. 3-25666 will be described with reference to FIGS. FIG. 6 is a vertical cross-sectional view showing a main part of a method for tension-fixing a tension member made of FRP. In FIG. 6, the tension member 2 is inserted into the tapered through hole 1a of the anchor head 1 and
The tension member 2 is located in a smooth central hole of the wedge 3 which is composed of two vertically divided divided bodies and whose outer peripheral surface has a conical shape as a whole.
Is inserted between the tension member 2 and the inner circumference of the through hole 1a, and a predetermined position of the tension member 2 is clamped by an engaging member 4 which is close to the wedge 3 and engages with the outer peripheral surface of the tension member 2. The engagement member 4 is fixed at a position, a temporary tension force is applied to the tension member 2 via the anchor head 1, and the end face of the wedge 3 is pressed by the side surface of the engagement member 4 by utilizing the temporary tension force. 3 is a through hole 1a of the anchor head 1.
Push into.

【0009】上記のようにして、対象構造物としてのコ
ンクリート構造物6の両端間の距離に適合した所定間隔
を置いて緊張材2の2箇所にアンカーヘッド1を固定す
る。その後に、アンカーヘッド1を介して緊張材2のプ
レストレス用の本緊張力を付与し、緊張材2を伸長さ
せ、定着ナット19を廻して支圧板5に当接させコンク
リート構造物6の所定箇所に安定的に緊張定着させるも
のである。
As described above, the anchor heads 1 are fixed to the tension members 2 at two positions with a predetermined interval corresponding to the distance between both ends of the concrete structure 6 as the target structure. After that, the main tension force for prestressing the tension member 2 is applied through the anchor head 1, the tension member 2 is extended, and the fixing nut 19 is rotated to abut against the bearing plate 5, so that the concrete structure 6 is predetermined. It is a way to stabilize and fix the tension in the place.

【0010】図7はアンカーヘッドを示す正面図、図8
は図7のA−A断面図である。アンカーヘッド1は、耐
腐蝕性材料のセラミックス又は金属等の短円柱状をな
し、中央に後述のセンターホールジャッキ13(図13
参照)による引張り操作用のテンションロッド11が螺
合する雌ねじ1bが刻設され、雌ねじ1bの周囲に所定
の間隔を置いて楔3が挿入される複数の貫通孔1aを有
し、各貫通孔1aの内周面1cが楔3の外周面に対応し
てテーパ状とされており、貫通孔1a間の3個所に等角
度間隔にて小雌ねじ1dが刻設してあり、また、外周に
後述の定着ナット19と螺合する雌ねじ1eを備えてい
る。
FIG. 7 is a front view showing the anchor head, and FIG.
FIG. 8 is a sectional view taken along line AA of FIG. 7. The anchor head 1 has a short cylindrical shape made of a corrosion-resistant material such as ceramics or metal, and has a center hole jack 13 (FIG.
Female thread 1b into which a tension rod 11 for pulling operation according to (1) is engraved, and a plurality of through holes 1a into which wedges 3 are inserted at predetermined intervals are formed around the female thread 1b. The inner peripheral surface 1c of 1a is tapered corresponding to the outer peripheral surface of the wedge 3, small female screws 1d are engraved at equal positions at three positions between the through holes 1a, and also on the outer periphery. A female screw 1e that is screwed with a fixing nut 19 described later is provided.

【0011】FRP製緊張材2は、マトリックス樹脂お
よび複数の単繊維で構成された複数の線材を引き揃えて
なる。具体的には、上記複数の線材は、長繊維を樹脂で
含浸し、長手方向に引き揃えながら成形用ダイスに通
し、引き抜きを行い、硬化させたものである。そして、
上記複数の線材は、撚り合わせてもよく、また、必要に
応じて被覆材を被せてもよい。上記単繊維として、無機
質系のガラス繊維、炭素繊維等、有機質系の芳香族ポリ
アミド繊維等が適し、上記マトリックス樹脂として、硬
化剤を配合したエポキシ樹脂、不飽和ポリエステル樹
脂、ジアリルフタレート樹脂等の熱硬化性樹脂が適して
いる。
The FRP tension member 2 is formed by aligning a plurality of wire rods composed of a matrix resin and a plurality of single fibers. Specifically, the plurality of wire rods are obtained by impregnating long fibers with a resin, passing them through a molding die while aligning them in the longitudinal direction, drawing them out, and curing them. And
The plurality of wire rods may be twisted together and may be covered with a covering material if necessary. As the single fiber, inorganic glass fiber, carbon fiber, or the like, organic aromatic polyamide fiber or the like is suitable, as the matrix resin, epoxy resin containing a curing agent, unsaturated polyester resin, heat such as diallyl phthalate resin A curable resin is suitable.

【0012】図9及び図10は、それぞれ楔を示す側面
図および正面図である。楔3は、セラミックス又は金属
等の耐腐食性材料の2つの縦割り分割体からなり、全体
として外周面3bが円錐状をなし、緊張材2が挿通され
る中心孔3aを有し、中心孔3aの両端の直径が緊張材
2自体の直径よりも若干大きく外広がりになって緊張材
2に無用な外力が加わらないようになっており、中心孔
の左右に位置する各相互対向面3cをそれぞれ適当な厚
さ分だけ一様に削除された形状をなし、大径側の端部近
傍に外周に沿って段付溝3eが設けてある。また、楔3
は、内周面3dが凹凸のない平滑な状態に仕上げられて
おり、アンカーヘッド1の貫通孔1aに挿入される。
9 and 10 are a side view and a front view showing the wedge, respectively. The wedge 3 is composed of two vertical divisions of a corrosion resistant material such as ceramics or metal, has an outer peripheral surface 3b having a conical shape as a whole, and has a central hole 3a through which the tension member 2 is inserted. The diameter of both ends of 3a is slightly larger than the diameter of the tension member 2 itself and spreads out so that unnecessary external force is not applied to the tension member 2. Each has a shape uniformly removed by an appropriate thickness, and a stepped groove 3e is provided along the outer periphery in the vicinity of the end on the large diameter side. Also, wedge 3
The inner peripheral surface 3d is finished in a smooth state without unevenness, and is inserted into the through hole 1a of the anchor head 1.

【0013】図11は、係合部材を示す斜視図である。
係合部材4は、各一対の挟持片4a,4aを有し、各挟
持片4a,4aが緊張材2の外周に係合する先端の係合
面4b,4bに凹凸を備えていて、手掛け部4c,4c
の開閉操作によって先端が開閉でき、側面を楔3との間
に介在するリテイニングプレート7の端面に当接させて
配置される。そして係合部材4は、緊張材2の外周面を
係合面4b,4bで挟み、手掛け部4c,4cに手を掛
けて握り締め操作を行い外周から押圧して緊張材2を挟
持し、図示しない爪を掛けるとその状態で保持され所定
位置に固定され、当該爪を外すとその保持が解除される
ようになっている。
FIG. 11 is a perspective view showing the engaging member.
The engaging member 4 has a pair of sandwiching pieces 4a, 4a, and the sandwiching pieces 4a, 4a are provided with irregularities on the engaging surfaces 4b, 4b at the tips for engaging the outer periphery of the tension member 2, Parts 4c, 4c
The front end can be opened / closed by the opening / closing operation of, and the side surface is placed in contact with the end surface of the retaining plate 7 interposed between the side surface and the wedge 3. Then, the engaging member 4 sandwiches the outer peripheral surface of the tension member 2 with the engagement surfaces 4b and 4b, holds the hand-holding portions 4c and 4c to perform a gripping operation, and presses from the outer periphery to clamp the tension member 2. When the claw is not applied, it is held in that state and fixed at a predetermined position, and when the claw is removed, the holding is released.

【0014】リテイニングプレート7は、アンカーヘッ
ド1より直径が若干小さい円板状をなしていて、テンシ
ョンロッド11及び緊張材2がそれぞれ挿通される貫通
孔7a及び7bとアンカーヘッド1の小雌ねじ1dに対
応する図示しない透孔を有し、当該透孔に挿通される図
示しないボルトを小雌ねじ1dに螺合させてアンカーヘ
ッド1に接近自在に取り付けられ、楔3の位置ずれを防
止するものである。
The retaining plate 7 is in the form of a disk having a diameter slightly smaller than that of the anchor head 1, and has through holes 7a and 7b through which the tension rod 11 and the tension member 2 are inserted and a small female screw 1d of the anchor head 1. Has a through hole (not shown) corresponding thereto, and a bolt (not shown) inserted through the through hole is screwed into the small female screw 1d so as to be attached to the anchor head 1 so that the wedge 3 can be displaced. is there.

【0015】図12は、別の係合部材を使用した場合の
例を示す縦断面図である。この場合の係合部材8は、リ
テイニングプレート7を介在させて各緊張材に対応し楔
3に近接して配置した筒状ソケット9,9と凹凸形楔1
0,10からなっている。ソケット9は、凹凸形楔10
が挿入されるテーパ状貫通孔9aを有し、凹凸形楔10
は前記各場合と同様に緊張材2への当接面に凹凸が形成
してあり、凹凸形楔10の楔作用により緊張材2の所定
箇所に固定される。
FIG. 12 is a longitudinal sectional view showing an example in which another engaging member is used. In this case, the engaging member 8 includes cylindrical sockets 9 and 9 and concave and convex wedges 1 and 9 which are arranged close to the wedge 3 corresponding to each tension member with the retaining plate 7 interposed.
It consists of 0 and 10. The socket 9 has an uneven wedge 10.
Has a tapered through hole 9a into which
In the same manner as in each of the above cases, unevenness is formed on the contact surface with the tension member 2, and the tension member 2 is fixed to a predetermined position of the tension member 2 by the wedge action.

【0016】支圧板5は、定着ナット19等の外形より
も十分に大きな四角板状をなしていて、図6、図13及
び図14に示すように、複数の緊張材が一括挿通されア
ンカーヘッド1が出入り可能な中心孔5aを有し、コン
クリート構造物6の端部に形成した凹部に嵌入し固着し
てある。緊張材2を引張るためのセンターホールジャッ
キ13は、図13及び図14に示すように、コンクリー
ト構造物6の端面に設けた支圧板5に先端面が当接され
るラムチェアー14と、テンションロッド11が挿通さ
れる中心孔12を有するシリンダー15及び図示しない
ラム等を備え、当該ラムの運動によって、アンカーヘッ
1とテンションロッド11とこの先端に螺合する締付ナ
ット18とを介して緊張材2に緊張力を付与するもので
ある。
The bearing plate 5 has a square plate shape which is sufficiently larger than the outer shape of the fixing nut 19 and the like, and as shown in FIGS. 6, 13 and 14, a plurality of tension members are collectively inserted and the anchor head. 1 has a center hole 5a through which it can go in and out, and is fitted and fixed in a recess formed in the end of the concrete structure 6. As shown in FIGS. 13 and 14, the center hole jack 13 for pulling the tension member 2 includes a ram chair 14 whose tip end surface abuts on a bearing plate 5 provided on the end surface of the concrete structure 6, and a tension rod. A tension member 2 is provided with a cylinder 15 having a central hole 12 through which 11 is inserted, a ram (not shown), and the like, and by the movement of the ram, the anchor head 1, the tension rod 11, and a tightening nut 18 screwed to the tip of the tension member 2. It gives a tension to.

【0017】定着ナット19は、アンカーヘッド1の外
周の雄ねじ1eに螺合しており、外周に複数の孔19a
を備え、孔19aに図示しない引掛スパナを引掛けて回
される。そして、定着ナット19は、緊張材2が緊張力
を付与されて伸びたとき、回すことによってその伸びに
見合う分だけ支圧板5の方へ近付け、支圧板5の外面に
当接させた状態にて、緊張材2の緊張力を支圧板5に伝
える機能を有する。
The fixing nut 19 is screwed into the male screw 1e on the outer circumference of the anchor head 1 and has a plurality of holes 19a on the outer circumference.
And a hook spanner (not shown) is hooked in the hole 19a and rotated. Then, when the tension member 2 is stretched by being given a tension force, the fixing nut 19 is rotated to approach the pressure bearing plate 5 by an amount commensurate with the tension, and is brought into contact with the outer surface of the pressure bearing plate 5. And has a function of transmitting the tension force of the tension member 2 to the bearing plate 5.

【0018】図13及び図14は、PC緊張材としての
FRP製緊張材の定着方法を示す一部縦断側面図であ
る。図13において、貫通孔1aに各一本ずつ緊張材2
を挿通した両アンカーヘッド1,1のいずれか一方(左
端)を支圧板5の外側に、緊張時の緊張材2の伸びを考
慮して、他方(右端)を前記一方のものと反対向きにし
てシース16内から支圧板5の中心穴5aに外端を臨ま
せて所定位置にそれぞれ配置し、各貫通孔1aに楔3を
挿入した後、リテイニングプレート7を取り付け、緊張
材2の左端部には、アンカーヘッド1の外側に、図11
に示す係合部材4を各緊張材2の所定位置に固定し、緊
張材2の右端部には、アンカーヘッド1の外側に、図1
2に示す係合部材8を各緊張材2の所定位置に固定す
る。そして、図13において、右端のアンカーヘッド1
の雌ねじ1bに、リテイニングプレート7の貫通孔7a
を貫通するテンションロッド11の先端を図8にも示す
ように螺合させてテンションロッド11をアンカーヘッ
ド1に取り付け。
13 and 14 are partially longitudinal side views showing a method of fixing a FRP tension member as a PC tension member. In FIG. 13, one tension member 2 is provided in each through hole 1a.
One of the two anchor heads 1 (1) (left end) inserted through is attached to the outside of the bearing plate 5, and the other (right end) is oriented in the opposite direction to the one described above in consideration of the elongation of the tension member 2 during tension. The sheath 16 with the outer end facing the center hole 5a of the pressure support plate 5 at predetermined positions, the wedge 3 is inserted into each through hole 1a, and then the retaining plate 7 is attached to the left end of the tension member 2. In the part, on the outside of the anchor head 1, FIG.
1 is fixed to a predetermined position of each tendon 2, and the right end portion of the tendon 2 is provided outside the anchor head 1.
The engagement member 8 shown in 2 is fixed to a predetermined position of each tendon 2. Then, in FIG. 13, the anchor head 1 at the right end
Female screw 1b, through hole 7a of retaining plate 7
The tip of the tension rod 11 penetrating through is screwed as shown in FIG. 8 to attach the tension rod 11 to the anchor head 1.

【0019】次いで、支圧板5に当接させたラムチェア
ー14に支持されたセンターホールジャッキ13の中心
孔12にテンションロッド11を挿通してセンターホー
ルジャッキ13をセットし、その端部から突出したテン
ションロッド11の先端に締付ナット18を螺着し、左
端のアンカーヘッド1の外周に螺合する定着ナット19
を支圧板5に当接させた状態にて、センターホールジャ
ッキ13を伸長操作することにより、緊張材2に両アン
カーヘッド1,1を介して仮緊張力を付与し緊張材2を
伸長させる。
Next, the tension rod 11 is inserted into the center hole 12 of the center hole jack 13 supported by the ram chair 14 which is brought into contact with the pressure support plate 5, and the center hole jack 13 is set, and the center hole jack 13 is projected from the end thereof. A fixing nut 19 screwed onto the tip of the tension rod 11 and screwed onto the outer circumference of the anchor head 1 at the left end.
When the center hole jack 13 is extended with the pressure contact plate 5 in contact with the support plate 5, a temporary tension force is applied to the tension member 2 via both anchor heads 1 and 1 to extend the tension member 2.

【0020】上記の操作を行う際、仮緊張力付与の当初
は、楔3,3の楔作用がほとんど無く、緊張材2が楔
3,3の中心孔3aの平滑な内周面3dに対して滑る状
態にあるが、緊張材2の仮緊張力を利用して左右両端双
方の楔3,3をそれぞれの係合部材4及び8で押圧し貫
通孔1aへ押し込めつつアンカーヘッド1を介して緊張
材2を引張ることとなり、楔3が十分に貫通孔1aへ押
し込まれて、コンクリート構造物6の両端間に距離に適
合した所定間隔を置いて緊張材2の2箇所にアンカーヘ
ッド1,1が堅固に固定される。このような状態にて右
側のアンカーヘッド1が支圧板5の外側へ達するまで、
プレストレス用の本緊張力をセンターホールジャッキ1
3によって付与し緊張材2を伸長させる。
When the above operation is performed, at the beginning of provisional tensioning force, there is almost no wedge action of the wedges 3 and 3, and the tension member 2 is against the smooth inner peripheral surface 3d of the center hole 3a of the wedges 3 and 3. Although it is in a slipping state, the wedges 3 and 3 at both left and right ends are pressed by the respective engaging members 4 and 8 by using the temporary tension force of the tension member 2 and pushed into the through hole 1a, and the anchor head 1 is used. When the tension member 2 is pulled, the wedge 3 is sufficiently pushed into the through hole 1a, and the anchor heads 1, 1 are set at two positions of the tension member 2 with a predetermined interval corresponding to the distance between both ends of the concrete structure 6. Is firmly fixed. In this state, until the right anchor head 1 reaches the outside of the bearing plate 5,
This tension for pre-stress is the center hole jack 1
The tension member 2 is applied by 3 and the tension member 2 is elongated.

【0021】右端側の定着ナット19は支圧板5から離
れている。この状態では、楔3が貫通孔1aへ十分に押
込まれて緊張材2にアンカーヘッド1,1が固定されて
いるため、係合部材4及び8が不要になるので、係合部
材4及び8で挟持して外周に損傷を受けた部分を含めて
緊張材2の不要部分を切断して除去すると共に両係合部
材4及び8が取り外され、図14に示すように、右側の
アンカーヘッド1に螺合する定着ナット19をその外周
の複数の穴19aに掛けた図示しない引掛けスパナで回
して支圧板5に当接させ、各緊張材2に所要の本緊張力
を付与すると共に緊張材2の両端をコンクリート構造物
6に定着させる。
The fixing nut 19 on the right end side is separated from the pressure bearing plate 5. In this state, since the wedge 3 is sufficiently pushed into the through hole 1a and the anchor heads 1 and 1 are fixed to the tension member 2, the engaging members 4 and 8 are unnecessary, and therefore the engaging members 4 and 8 are not necessary. And the engaging members 4 and 8 are removed, and the engaging members 4 and 8 are removed, and the unnecessary portion of the tension member 2 including the damaged portion on the outer periphery is cut and removed. As shown in FIG. The fixing nut 19 that is screwed onto the outer circumference of the fixing nut 19 is rotated by a hooking wrench (not shown) attached to a plurality of holes 19a on the outer periphery of the fixing nut 19 to bring them into contact with the pressure bearing plate 5 to apply the required main tension force to each tension member 2 and the tension member. Both ends of 2 are fixed to the concrete structure 6.

【0022】緊張材2への本緊張力付与操作に際して、
緊張材2の引張り応力が大きいとき、緊張材2に外周か
ら大きな圧縮力が作用すると、緊張材2は、FRP製な
ので、通常引張り強度以下でも破断するが、楔3の内周
面3dを平滑にしてあるので、内周面3dから受ける緊
張材2の応力集中を防ぎ、かつ、この応力を楔3の長さ
方向に沿って平均化することが出来、緊張材2の破断を
防止できる。また、緊張材2の引張り応力が小さいとき
は、楔3から緊張材2に作用する圧縮力も小さく、その
上、緊張材2の表面が滑り易いために緊張力に抵抗する
摩擦力が楔3と緊張材2との間に発生し難く、その結
果、楔3と緊張材2間に相対的移動が生じ滑り抜けて、
楔3自体は定着具として機能しない。
In the operation of applying the main tension force to the tension member 2,
When a large compressive force is applied to the tension member 2 from the outer circumference when the tension member 2 has a large tensile stress, the tension member 2 is made of FRP, so that the tension member 2 is usually broken even at a tensile strength or less, but the inner peripheral surface 3d of the wedge 3 is smoothed. Therefore, the stress concentration of the tension member 2 received from the inner peripheral surface 3d can be prevented, and this stress can be averaged along the length direction of the wedge 3, so that the tension member 2 can be prevented from breaking. Further, when the tensile stress of the tension member 2 is small, the compressive force acting on the tension member 2 from the wedge 3 is also small, and in addition, since the surface of the tension member 2 is slippery, the frictional force resisting the tension force acts on the wedge 3. It is unlikely to occur between the tension member 2 and as a result, relative movement occurs between the wedge 3 and the tension member 2 and slips through,
The wedge 3 itself does not function as a fixing tool.

【0023】しかしながら、係合部材4によって、上記
緊張材2の滑り抜けを防止することが出来る。即ち、係
合部材4及び8は、外周から所定の荷重で当接面の凹凸
により緊張材2に食い込んで緊張材2と一体化し、か
つ、緊張材2の仮緊張力を利用して楔3をアンカーヘッ
ド1の貫通孔1aへ押し込んで楔作用を十分に発揮さ
せ、緊張材2の滑り抜けを確実に防止することが出来
る。
However, the engaging member 4 can prevent the tendon 2 from slipping out. That is, the engaging members 4 and 8 bite into the tension member 2 due to the unevenness of the contact surface from the outer periphery by a predetermined load and are integrated with the tension member 2, and the temporary tension force of the tension member 2 is used to make the wedge 3. Can be pushed into the through hole 1a of the anchor head 1 to fully exert the wedge action, and the slipping-out of the tension member 2 can be reliably prevented.

【0024】次に、上記の状態から本緊張力を付与する
と、緊張材2の滑り抜けがないため、楔3の楔作用が強
力になり、緊張材2の引張り力の全てを楔3の摩擦力に
よって受け持つことが出来るようになる。従って、緊張
力の大小を問わず、係合部材4の部分の緊張材2に作用
する引張力は非常に小さく、外周からの圧縮力が大きく
ても緊張材2が破断することがない。
Next, when the main tension force is applied from the above state, the tension member 2 does not slip out, so that the wedge action of the wedge 3 becomes strong, and all the tension force of the tension member 2 is rubbed by the wedge 3. You will be able to take charge by force. Therefore, regardless of the magnitude of the tension force, the tensile force acting on the tension member 2 at the portion of the engaging member 4 is very small, and the tension member 2 does not break even if the compression force from the outer periphery is large.

【0025】また、係合部材は、図15に示すようなも
のを使用してもよい。この場合、係合部材は、リテイニ
ングプレート7を介して楔3に近接して配置された円筒
形の接着スリーブ20と、接着スリーブ20内に充填し
た接着剤21とで構成されている。接着スリーブ20
は、両端面板の中心に緊張材2が挿通される貫通孔20
aを有し、内部に充填した接着剤21により緊張材2の
所定位置に固定される。更に、図11に示す係合部材に
代えてバイスを係合部材として使用することも可能であ
る。
As the engaging member, one shown in FIG. 15 may be used. In this case, the engagement member is composed of a cylindrical adhesive sleeve 20 arranged in proximity to the wedge 3 via the retaining plate 7, and an adhesive 21 filled in the adhesive sleeve 20. Adhesive sleeve 20
Is a through hole 20 through which the tension member 2 is inserted at the center of both end plates.
It has a and is fixed at a predetermined position of the tension member 2 by the adhesive 21 filled inside. Further, it is possible to use a vise as the engaging member instead of the engaging member shown in FIG.

【0026】次に、本発明の緊張定着方法について説明
する。図2(a)〜(c)は、2つの縦割り分割体
3′,3′から成る楔3の各相互対向面3c,3cの間
に略一定厚さで粘着剤30を施して楔3を組み立てる工
程を示す正面図であり、緊張材2の図示は省略してあ
る。また、図1は、本発明の緊張定着方法の要部を示す
側面図である。
Next, the tension fixing method of the present invention will be described. 2A to 2C, the wedge 3 is formed by applying an adhesive 30 with a substantially constant thickness between the mutually facing surfaces 3c, 3c of the wedge 3 composed of two vertically divided divided bodies 3 ', 3'. It is a front view which shows the process of assembling, and illustration of the tension member 2 is abbreviate | omitted. Further, FIG. 1 is a side view showing an essential part of the tension fixing method of the present invention.

【0027】本発明の緊張定着方法は、楔3の中心孔3
aに緊張材2の端末を配置するに当たり、楔3の各相互
対向面3c,3cの間に略一定厚さで粘着剤30を施す
ことを特徴とする。粘着剤は、一般に、弱い圧力下での
瞬間的接触により、引き離すに際し測定ないしは感知し
得る結合能力の生ずる性質を有し、感圧接着剤とも呼ば
れる。本発明において、粘着剤30としては、特に制限
はなく、公知の各種の粘着剤を使用することが出来る。
例えば、天然ゴム、SBR、SIS、ポリイソブチレ
ン、ブチルゴム等のエラストマーに粘着付与剤、軟化
剤、老化防止剤などを配合したゴム系粘着剤、アクリル
酸エステルと官能基含有モノマーとの共重合体を含有す
る系粘着剤、シリコーンコムとシリコーン樹脂とを含有
するシリコーン系粘着剤などを使用することが出来る。
そして、トルエン等の溶剤に溶解した溶剤型の粘着剤の
他、水系のエマルジョン型、ホットメルト型などの無溶
剤型の粘着剤を使用することも出来る。
The tension fixing method of the present invention uses the central hole 3 of the wedge 3.
When arranging the end of the tension member 2 on a, it is characterized in that the adhesive 30 is applied between the mutually facing surfaces 3c, 3c of the wedge 3 with a substantially constant thickness. Adhesives generally have the property of producing a measurable or perceptible binding capacity when separated by momentary contact under weak pressure and are also called pressure sensitive adhesives. In the present invention, the pressure-sensitive adhesive 30 is not particularly limited, and various known pressure-sensitive adhesives can be used.
For example, a rubber-based pressure-sensitive adhesive obtained by blending an elastomer such as natural rubber, SBR, SIS, polyisobutylene, and butyl rubber with a tackifier, a softening agent, an antiaging agent, a copolymer of an acrylic ester and a functional group-containing monomer. It is possible to use a contained pressure-sensitive adhesive, a silicone-based pressure-sensitive adhesive containing a silicone comb and a silicone resin, and the like.
In addition to solvent-type pressure-sensitive adhesives dissolved in solvents such as toluene, solvent-based pressure-sensitive adhesives such as water-based emulsion type and hot-melt type can also be used.

【0028】粘着剤30は、2つの縦割り分割体3′,
3′の各相互対向面3c,3cの何れか一方に施せば十
分であり、通常、緊張材2をセットする前にヘラ等の治
具を用いて施す。各相互対向面3c,3cに対して、即
ち、中心孔3aの左右に位置する各相互対向面3c,3
cに対して略一定厚さとなるように施す。粘着剤30の
厚さは、必要以上に厚くする必要はなく、通常は500
μm以下、好ましくは100μm以下とされる。
The adhesive 30 is composed of two vertically divided division bodies 3 ',
It suffices to apply it to either one of the mutually opposing surfaces 3c, 3c of 3 ', and usually it is applied with a jig such as a spatula before setting the tendon 2. With respect to the mutual facing surfaces 3c, 3c, that is, the mutual facing surfaces 3c, 3 located on the left and right of the center hole 3a.
It is applied to c so as to have a substantially constant thickness. The thickness of the adhesive 30 does not need to be thicker than necessary, and is usually 500.
The thickness is not more than 100 μm, preferably not more than 100 μm.

【0029】上記のように施された粘着剤30は、緊張
定着の際、楔3の各相互対向面3c,3cによって薄膜
状に押潰され、各相互対向面3c,3cの相互接近には
支障を与えない。そして、2つの縦割り分割体3′,
3′の一方が軸方向にずれたりすることを防止すると共
に楔の各相互対向面3c,3cの動きを規制して各相互
対向面3c,3cの間隙のアンバランス化を防止する。
その結果、緊張定着の際の緊張材2の切断は防止され、
また、確実な緊張定着が行われる。
The adhesive 30 applied as described above is crushed into a thin film by the mutual facing surfaces 3c, 3c of the wedge 3 during tension fixing, and the mutual facing surfaces 3c, 3c are prevented from approaching each other. It does not hinder. And two vertically divided divisions 3 ',
One side 3'is prevented from shifting in the axial direction, and the movement of each of the mutually opposed surfaces 3c, 3c of the wedge is restricted to prevent the gap between the mutually opposed surfaces 3c, 3c from being unbalanced.
As a result, the tension member 2 is prevented from being cut when the tension is fixed,
In addition, the tension is firmly established.

【0030】本発明の緊張定着方法において、緊張定着
の基本的方法は、前述の通り、特公平3−25666号
公報に記載の方法を採用するのが好ましいが、その他の
方法として、アンカーヘッド1の貫通孔1aに挿入され
る楔3の内周面3dに凹凸を付け、この内周面に緊張材
2の端末の外周を当接させ、楔作用により、当該緊張材
2の端末を挟持し、図示しないジャッキを用いてアンカ
ーヘッド1を引張り、緊張材2を緊張定着させる方法を
採用することも出来る。
In the tension fixing method of the present invention, as a basic method of tension fixing, it is preferable to adopt the method described in Japanese Patent Publication No. 3-25666, as described above, but as another method, the anchor head 1 is used. The inner peripheral surface 3d of the wedge 3 to be inserted into the through hole 1a is made uneven, and the outer periphery of the end of the tension member 2 is brought into contact with this inner peripheral surface, and the end of the tension member 2 is clamped by the wedge action. It is also possible to adopt a method in which the anchor head 1 is pulled by using a jack (not shown) and the tension member 2 is tension-fixed.

【0031】なお、本発明に係るFRP製緊張材の緊張
定着方法は、海岸近辺の構造物の接合用緊張材、軽量で
高抗張力と電気絶縁性を要する通信ケーブルの端末加
工、吊り橋用補張緊張材などの産業用補強材としてのF
RP製緊張材の端末等にも適用が可能であり、FRP製
緊張材は、スパイラル型、ストランド型その他の任意の
形式のものでよい。
The tension fixing method for the FRP tension member according to the present invention is applied to the tension member for joining the structure near the coast, the terminal processing of the communication cable which is lightweight and requires high tensile strength and electrical insulation, and the extension for suspension bridge. F as an industrial reinforcing material such as tension material
It can also be applied to the end of the RP tension material, and the FRP tension material may be of any type such as spiral type, strand type or the like.

【0032】[0032]

【発明の効果】以上説明した本発明によれば、緊張定着
の際の緊張材の切断を防止し且つ確実な緊張定着を行い
得るように改良された、FRP製緊張材の緊張定着方法
が提供される。
According to the present invention described above, there is provided a tension fixing method for a tension member made of FRP, which is improved so as to prevent the tension member from being cut during tension fixing and perform reliable tension fixing. To be done.

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

【図1】本発明の緊張定着方法の要部を示す側面図であ
る。
FIG. 1 is a side view showing a main part of a tension fixing method of the present invention.

【図2】(a)〜(c)は、2つの縦割り分割体から成
る楔の各相互対向面の間に略一定厚さで粘着剤を施して
楔を組み立てる工程を示す正面図であり、緊張材の図示
は省略してある。
2A to 2C are front views showing a step of assembling a wedge by applying an adhesive with a substantially constant thickness between respective mutually facing surfaces of the wedge composed of two vertically divided divided bodies. The illustration of the tendons is omitted.

【図3】FRP製緊張材の緊張定着方法の原理的説明図
である。
FIG. 3 is a principle explanatory diagram of a tension fixing method for an FRP tension member.

【図4】2つの縦割り分割体の一方が軸方向にずれた状
態の説明図である。
FIG. 4 is an explanatory diagram of a state in which one of the two vertically divided divided bodies is axially displaced.

【図5】楔の各相互対向面3cの間隙がアンバランスと
なった状態の説明図である。
FIG. 5 is an explanatory diagram showing a state in which the gap between the mutually opposing surfaces 3c of the wedge is unbalanced.

【図6】FRP製緊張材の緊張定着方法の要部を示す縦
断面図である。
FIG. 6 is a vertical cross-sectional view showing a main part of a method for tension-fixing a tension member made of FRP.

【図7】アンカーヘッドを示す正面図である。FIG. 7 is a front view showing an anchor head.

【図8】図7のA−A断面図である。8 is a cross-sectional view taken along the line AA of FIG.

【図9】楔を示す側面図である。FIG. 9 is a side view showing a wedge.

【図10】楔を示す正面図である。FIG. 10 is a front view showing a wedge.

【図11】係合部材を示す斜視図である。FIG. 11 is a perspective view showing an engagement member.

【図12】係合部材の別の例を示す縦断面図である。FIG. 12 is a vertical cross-sectional view showing another example of the engaging member.

【図13】PC緊張材としてのFRP製緊張材の定着方
法を示す一部縦断面図である。
FIG. 13 is a partial vertical cross-sectional view showing a method of fixing a FRP tension member as a PC tension member.

【図14】PC緊張材としてのFRP製緊張材の定着方
法を示す一部縦断面図である。
FIG. 14 is a partial vertical cross-sectional view showing a method for fixing a FRP tension member as a PC tension member.

【図15】前述の場合と別個の係合部材の例を示す縦断
面図である。
FIG. 15 is a vertical cross-sectional view showing an example of an engagement member different from the case described above.

【符号の説明】[Explanation of symbols]

1 :アンカーヘッド 1a:貫通孔 2 :緊張材 3 :楔 3a:中心孔 3b:外周面 3d:内周面 4、8:係合部材 30:粘着剤 1: Anchor head 1a: Through hole 2: Tension material 3: Wedge 3a: Center hole 3b: Outer peripheral surface 3d: Inner peripheral surface 4, 8: Engaging member 30: Adhesive

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

【手続補正書】[Procedure amendment]

【提出日】平成5年3月16日[Submission date] March 16, 1993

【手続補正1】[Procedure Amendment 1]

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

【補正対象項目名】請求項1[Name of item to be corrected] Claim 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【手続補正2】[Procedure Amendment 2]

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

【補正対象項目名】発明の詳細な説明[Name of item to be amended] Detailed explanation of the invention

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【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、FRP製緊張材の緊張
定着方法に関するものであり、詳しくは、プレストレス
トコンクリート構造用の緊張材や海洋構造物の接合用緊
張材等として使用されるFRP製緊張材の緊張定着方法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tension fixing method for an FRP tension member, and more specifically, an FRP tension member used as a tension member for prestressed concrete structures or a tension member for joining marine structures. The present invention relates to a tension fixing method for tension materials.

【0002】[0002]

【従来の技術】図3は、FRP製緊張材の緊張定着方法
の原理的説明図である。FRP製緊張材の緊張定着は、
2つの縦割り分割体から成り、全体として外周面3bが
円錐状をなし、FRP製緊張材が挿通される中心孔3a
を有し、当該中心孔の左右に位置する各相互対向面3c
は、それぞれ適当な厚さ分だけ一様に削除された形状を
なす楔3と、当該楔が挿入されるテーパー状の貫通孔1
aを有するアンカーヘッド1とを使用し、楔の中心孔3
aにFRP製緊張材2の端末を配置すると共に楔3をア
ンカーヘッドの貫通孔1aに配置し、アンカーヘッド1
を引っ張っることにより発生する楔作用を利用した方法
によって行われる。
2. Description of the Related Art FIG. 3 is a principle explanatory view of a tension fixing method for an FRP tension member. The tension fixation of the FRP tension material is
A central hole 3a which is composed of two longitudinally divided bodies and whose outer peripheral surface 3b has a conical shape as a whole and through which the FRP tension member is inserted.
And each mutual facing surface 3c located on the left and right of the center hole.
Are wedges 3 each having a shape uniformly removed by an appropriate thickness, and a tapered through hole 1 into which the wedges are inserted.
with the anchor head 1 having a, the central hole 3 of the wedge
The end of the FRP tension member 2 is arranged in a and the wedge 3 is arranged in the through hole 1a of the anchor head.
It is carried out by a method utilizing a wedge action generated by pulling.

【0003】楔の各相互対向面3cは、緊張定着の際に
は相互に接近し、2つの縦割り分割体が中心孔3aに配
置されたFRP製緊張材2を押圧して固定する。そし
て、楔の各相互対向面3cの間隙は、通常、1〜5mm
程度とされる。
The mutually opposing surfaces 3c of the wedges approach each other at the time of tension fixing, and the two vertically divided divided members press and fix the FRP tension member 2 arranged in the central hole 3a. And, the gap between the mutually opposing surfaces 3c of the wedge is usually 1 to 5 mm.
It is considered as a degree.

【0004】[0004]

【発明が解決しようとする課題】楔3の中心孔3aにF
RP製緊張材2の端末を配置して楔3をアンカーヘッド
1の貫通孔1aに配置する場合、時として、図4に示す
ように、2つの縦割り分割体の一方が軸方向にずれた
り、また、図5に示すように、楔の各相互対向面3cの
間隙がアンバランスとなり、その結果、緊張定着の際に
FRP製緊張材2が切れたり、緊張定着が不十分とな
る。本発明は、上記実情に鑑みなされたものであり、そ
の目的は、緊張定着の際の緊張材の切断を防止し且つ確
実な緊張定着を行い得るように改良された、FRP製緊
張材の緊張定着方法を提供することにある。
The central hole 3a of the wedge 3 has an F
When the end of the RP tension member 2 is arranged and the wedge 3 is arranged in the through hole 1a of the anchor head 1, sometimes, as shown in FIG. 4, one of the two vertically divided split bodies is displaced in the axial direction. Further, as shown in FIG. 5, the gap between the mutually facing surfaces 3c of the wedge becomes unbalanced, and as a result, the tension member 2 made of FRP is broken during tension fixing, and tension fixing becomes insufficient. The present invention has been made in view of the above circumstances, and an object thereof is to improve the tension of a FRP tension member, which is improved so as to prevent the tension member from being cut during tension fixing and to perform reliable tension fixing. It is to provide a fixing method.

【0005】[0005]

【課題を解決するための手段】すなわち、本発明の要旨
は、2つの縦割り分割体から成り、全体として外周面が
円錐状をなし、FRP製緊張材が挿通される中心孔を有
し、中心孔の左右に位置する各相互対向面はそれぞれ適
当な厚さ分だけ一様に削除された形状をなす楔と、当該
楔が挿入されるテーパー状の貫通孔を有するアンカーヘ
ッドとを使用し、楔の中心孔にFRP製緊張材の端末を
配置し且つ当該楔をアンカーヘッドの貫通孔に配置し、
アンカーヘッドを引っ張っることにより発生する楔作用
を利用したFRP製緊張材の緊張定着方法において、楔
の中心孔にFRP製緊張材の端末を配置するに当たり、
楔の各相互対向面の間に略一定厚さで粘着剤を施すこと
を特徴とするFRP製緊張材の緊張定着方法に存する。
That is, the gist of the present invention consists of two longitudinally divided bodies, the outer peripheral surface of which has a conical shape as a whole, and a central hole through which a FRP tension member is inserted. Each of the mutually facing surfaces located on the left and right of the central hole uses a wedge having a shape uniformly removed by an appropriate thickness, and an anchor head having a tapered through hole into which the wedge is inserted. , Arranging the end of the FRP tension material in the center hole of the wedge and disposing the wedge in the through hole of the anchor head,
In the tension fixing method of the FRP tension member using the wedge action generated by pulling the anchor head, when disposing the end of the FRP tension member in the center hole of the wedge,
A method of tension-fixing a tension member made of FRP is characterized in that an adhesive agent is applied between the mutually facing surfaces of the wedge with a substantially constant thickness.

【0006】[0006]

【作用】楔の各相互対向面の間に略一定厚さで施された
粘着剤は、2つの縦割り分割体の一方が軸方向にずれた
りすることを防止すると共に楔の各相互対向面の動きを
規制して各相互対向面の間隙のアンバランス化を防止す
る。
The pressure-sensitive adhesive applied with a substantially constant thickness between the mutually facing surfaces of the wedge prevents one of the two vertical divisions from being displaced in the axial direction, and at the same time, the mutually facing surfaces of the wedge. To prevent the gap between the mutually facing surfaces from being unbalanced.

【0007】[0007]

【実施例】以下、本発明の一実施例について、FRP製
緊張材(以下、単に緊張材と略記する)をPC緊張材と
して使用し複数の緊張材を同時に引張り緊張定着させる
場合を例として、図面を参照しながら説明する。本発明
においては、緊張定着の基本的方法として、特に、特公
平3−25666号公報に記載された緊張定着方法、す
なわち、2つの縦割り分割体から成り、全体として外周
面が円錐状をなし、緊張材が挿通される平滑な中心孔を
有し、中心孔の左右に位置する各相互対向面はそれぞれ
適当な厚さ分だけ一様に削除された形状をなす楔と、当
該楔が挿入されるテーパ状の貫通孔を有するアンカーヘ
ッドとを使用し、前記楔に近接して前記緊張材の外周面
に係合する係合部材を当該緊張材の所定位置に固定し、
当該緊張材の緊張力を利用して前記楔の端面に前記係合
部材で押圧し当該楔を前記アンカーヘッドの貫通孔へ押
し込みつつ前記緊張材を引張り緊張定着させる方法を採
用するのが好ましい。
EXAMPLES One example of the present invention will be described below in which an FRP tension material (hereinafter, simply referred to as a tension material) is used as a PC tension material and a plurality of tension materials are simultaneously pulled and tension-fixed. A description will be given with reference to the drawings. In the present invention, as a basic method of tension fixing, in particular, the tension fixing method described in Japanese Patent Publication No. 3-25666, that is, it is composed of two vertically divided divided bodies, and the outer peripheral surface has a conical shape as a whole. , A wedge having a smooth central hole through which the tension member is inserted, and the mutually opposing surfaces located on the left and right of the central hole are formed by uniformly removing the appropriate thickness, and the wedge is inserted. An anchor head having a tapered through hole is used, and an engaging member which is close to the wedge and engages with the outer peripheral surface of the tension member is fixed at a predetermined position of the tension member.
It is preferable to employ a method in which the tension member is pressed against the end surface of the wedge by the engaging member to push the wedge into the through hole of the anchor head to pull the tension member and fix the tension.

【0008】先ず、特公平3−25666号公報に記載
された緊張定着方法について、図6〜15を参照しなが
ら説明する。図6は、FRP製緊張材の緊張定着方法の
要部を示す縦断面図である。図6において、アンカーヘ
ッド1のテーパ状の貫通孔1aに緊張材2を挿通し、2
つの縦割り分割体から成り、全体として外周面が円錐状
をなす楔3の平滑な中心孔に緊張材2を位置させ、楔3
を緊張材2と貫通孔1aの内周との間に挿入し、楔3に
近接して緊張材2の外周面に係合する係合部材4で緊張
材2の所定位置を挟持し当該所定位置に係合部材4を固
定し、緊張材2にアンカーヘッド1を介して仮緊張力を
付与してその仮緊張力を利用して楔3の端面を係合部材
4の側面で押圧し楔3をアンカーヘッド1の貫通孔1a
へ押し込む。
First, the tension fixing method described in Japanese Patent Publication No. 3-25666 will be described with reference to FIGS. FIG. 6 is a vertical cross-sectional view showing a main part of a method for tension-fixing a tension member made of FRP. In FIG. 6, the tension member 2 is inserted into the tapered through hole 1a of the anchor head 1 and
The tension member 2 is located in a smooth central hole of the wedge 3 which is composed of two vertically divided divided bodies and whose outer peripheral surface has a conical shape as a whole.
Is inserted between the tension member 2 and the inner circumference of the through hole 1a, and a predetermined position of the tension member 2 is clamped by an engaging member 4 which is close to the wedge 3 and engages with the outer peripheral surface of the tension member 2. The engagement member 4 is fixed at a position, a temporary tension force is applied to the tension member 2 via the anchor head 1, and the end face of the wedge 3 is pressed by the side surface of the engagement member 4 by utilizing the temporary tension force. 3 is a through hole 1a of the anchor head 1.
Push into.

【0009】上記のようにして、対象構造物としてのコ
ンクリート構造物6の両端間の距離に適合した所定間隔
を置いて緊張材2の2箇所にアンカーヘッド1を固定す
る。その後に、アンカーヘッド1を介して緊張材2のプ
レストレス用の本緊張力を付与し、緊張材2を伸長さ
せ、定着ナット19を廻して支圧板5に当接させコンク
リート構造物6の所定箇所に安定的に緊張定着させるも
のである。
As described above, the anchor heads 1 are fixed to the tension members 2 at two positions with a predetermined interval corresponding to the distance between both ends of the concrete structure 6 as the target structure. After that, the main tension force for prestressing the tension member 2 is applied through the anchor head 1, the tension member 2 is extended, and the fixing nut 19 is rotated to abut against the bearing plate 5, so that the concrete structure 6 is predetermined. It is a way to stabilize and fix the tension in the place.

【0010】図7はアンカーヘッドを示す正面図、図8
は図7のA−A断面図である。アンカーヘッド1は、耐
腐蝕性材料のセラミックス又は金属等の短円柱状をな
し、中央に後述のセンターホールジャッキ13(図13
参照)による引張り操作用のテンションロッド11が螺
合する雌ねじ1bが刻設され、雌ねじ1bの周囲に所定
の間隔を置いて楔3が挿入される複数の貫通孔1aを有
し、各貫通孔1aの内周面1cが楔3の外周面に対応し
てテーパ状とされており、貫通孔1a間の3個所に等角
度間隔にて小雌ねじ1dが刻設してあり、また、外周に
後述の定着ナット19と螺合する雌ねじ1eを備えてい
る。
FIG. 7 is a front view showing the anchor head, and FIG.
FIG. 8 is a sectional view taken along line AA of FIG. 7. The anchor head 1 has a short cylindrical shape made of a corrosion-resistant material such as ceramics or metal, and has a center hole jack 13 (FIG.
Female thread 1b into which a tension rod 11 for pulling operation according to (1) is engraved, and a plurality of through holes 1a into which wedges 3 are inserted at predetermined intervals are formed around the female thread 1b. The inner peripheral surface 1c of 1a is tapered corresponding to the outer peripheral surface of the wedge 3, small female screws 1d are engraved at equal positions at three positions between the through holes 1a, and also on the outer periphery. A female screw 1e that is screwed with a fixing nut 19 described later is provided.

【0011】FRP製緊張材2は、マトリックス樹脂お
よび複数の単繊維で構成された複数の線材を引き揃えて
なる。具体的には、上記複数の線材は、長繊維を樹脂で
含浸し、長手方向に引き揃えながら成形用ダイスに通
し、引き抜きを行い、硬化させたものである。そして、
上記複数の線材は、撚り合わせてもよく、また、必要に
応じて被覆材を被せてもよい。上記単繊維として、無機
質系のガラス繊維、炭素繊維等、有機質系の芳香族ポリ
アミド繊維等が適し、上記マトリックス樹脂として、硬
化剤を配合したエポキシ樹脂、不飽和ポリエステル樹
脂、ジアリルフタレート樹脂等の熱硬化性樹脂が適して
いる。
The FRP tension member 2 is formed by aligning a plurality of wire rods composed of a matrix resin and a plurality of single fibers. Specifically, the plurality of wire rods are obtained by impregnating long fibers with a resin, passing them through a molding die while aligning them in the longitudinal direction, drawing them out, and curing them. And
The plurality of wire rods may be twisted together and may be covered with a covering material if necessary. As the single fiber, inorganic glass fiber, carbon fiber, or the like, organic aromatic polyamide fiber or the like is suitable, as the matrix resin, epoxy resin containing a curing agent, unsaturated polyester resin, heat such as diallyl phthalate resin A curable resin is suitable.

【0012】図9及び図10は、それぞれ楔を示す側面
図および正面図である。楔3は、セラミックス又は金属
等の耐腐食性材料の2つの縦割り分割体からなり、全体
として外周面3bが円錐状をなし、緊張材2が挿通され
る中心孔3aを有し、中心孔3aの両端の直径が緊張材
2自体の直径よりも若干大きく外広がりになって緊張材
2に無用な外力が加わらないようになっており、中心孔
の左右に位置する各相互対向面3cをそれぞれ適当な厚
さ分だけ一様に削除された形状をなし、大径側の端部近
傍に外周に沿って段付溝3eが設けてある。また、楔3
は、内周面3dが凹凸のない平滑な状態に仕上げられて
おり、アンカーヘッド1の貫通孔1aに挿入される。
9 and 10 are a side view and a front view showing the wedge, respectively. The wedge 3 is composed of two vertical divisions of a corrosion resistant material such as ceramics or metal, has an outer peripheral surface 3b having a conical shape as a whole, and has a central hole 3a through which the tension member 2 is inserted. The diameter of both ends of 3a is slightly larger than the diameter of the tension member 2 itself and spreads out so that unnecessary external force is not applied to the tension member 2. Each has a shape uniformly removed by an appropriate thickness, and a stepped groove 3e is provided along the outer periphery in the vicinity of the end on the large diameter side. Also, wedge 3
The inner peripheral surface 3d is finished in a smooth state without unevenness, and is inserted into the through hole 1a of the anchor head 1.

【0013】図11は、係合部材を示す斜視図である。
係合部材4は、各一対の挟持片4a,4aを有し、各挟
持片4a,4aが緊張材2の外周に係合する先端の係合
面4b,4bに凹凸を備えていて、手掛け部4c,4c
の開閉操作によって先端が開閉でき、側面を楔3との間
に介在するリテイニングプレート7の端面に当接させて
配置される。そして係合部材4は、緊張材2の外周面を
係合面4b,4bで挟み、手掛け部4c,4cに手を掛
けて握り締め操作を行い外周から押圧して緊張材2を挟
持し、図示しない爪を掛けるとその状態で保持され所定
位置に固定され、当該爪を外すとその保持が解除される
ようになっている。
FIG. 11 is a perspective view showing the engaging member.
The engaging member 4 has a pair of sandwiching pieces 4a, 4a, and the sandwiching pieces 4a, 4a are provided with irregularities on the engaging surfaces 4b, 4b at the tips for engaging the outer periphery of the tension member 2, Parts 4c, 4c
The front end can be opened / closed by the opening / closing operation of, and the side surface is placed in contact with the end surface of the retaining plate 7 interposed between the side surface and the wedge 3. Then, the engaging member 4 sandwiches the outer peripheral surface of the tension member 2 with the engagement surfaces 4b and 4b, holds the hand-holding portions 4c and 4c to perform a gripping operation, and presses from the outer periphery to clamp the tension member 2. When the claw is not applied, it is held in that state and fixed at a predetermined position, and when the claw is removed, the holding is released.

【0014】リテイニングプレート7は、アンカーヘッ
ド1より直径が若干小さい円板状をなしていて、テンシ
ョンロッド11及び緊張材2がそれぞれ挿通される貫通
孔7a及び7bとアンカーヘッド1の小雌ねじ1dに対
応する図示しない透孔を有し、当該透孔に挿通される図
示しないボルトを小雌ねじ1dに螺合させてアンカーヘ
ッド1に接近自在に取り付けられ、楔3の位置ずれを防
止するものである。
The retaining plate 7 is in the form of a disk having a diameter slightly smaller than that of the anchor head 1, and has through holes 7a and 7b through which the tension rod 11 and the tension member 2 are inserted and a small female screw 1d of the anchor head 1. Has a through hole (not shown) corresponding thereto, and a bolt (not shown) inserted through the through hole is screwed into the small female screw 1d so as to be attached to the anchor head 1 so that the wedge 3 can be displaced. is there.

【0015】図12は、別の係合部材を使用した場合の
例を示す縦断面図である。この場合の係合部材8は、リ
テイニングプレート7を介在させて各緊張材に対応し楔
3に近接して配置した筒状ソケット9,9と凹凸形楔1
0,10からなっている。ソケット9は、凹凸形楔10
が挿入されるテーパ状貫通孔9aを有し、凹凸形楔10
は前記各場合と同様に緊張材2への当接面に凹凸が形成
してあり、凹凸形楔10の楔作用により緊張材2の所定
箇所に固定される。
FIG. 12 is a longitudinal sectional view showing an example in which another engaging member is used. In this case, the engaging member 8 includes cylindrical sockets 9 and 9 and concave and convex wedges 1 and 9 which are arranged close to the wedge 3 corresponding to each tension member with the retaining plate 7 interposed.
It consists of 0 and 10. The socket 9 has an uneven wedge 10.
Has a tapered through hole 9a into which
In the same manner as in each of the above cases, unevenness is formed on the contact surface with the tension member 2, and the tension member 2 is fixed to a predetermined position of the tension member 2 by the wedge action.

【0016】支圧板5は、定着ナット19等の外形より
も十分に大きな四角板状をなしていて、図6、図13及
び図14に示すように、複数の緊張材が一括挿通されア
ンカーヘッド1が出入り可能な中心孔5aを有し、コン
クリート構造物6の端部に形成した凹部に嵌入し固着し
てある。緊張材2を引張るためのセンターホールジャッ
キ13は、図13及び図14に示すように、コンクリー
ト構造物6の端面に設けた支圧板5に先端面が当接され
るラムチェアー14と、テンションロッド11が挿通さ
れる中心孔12を有するシリンダー15及び図示しない
ラム等を備え、当該ラムの運動によって、アンカーヘッ
1とテンションロッド11とこの先端に螺合する締付ナ
ット18とを介して緊張材2に緊張力を付与するもので
ある。
The bearing plate 5 has a square plate shape which is sufficiently larger than the outer shape of the fixing nut 19 and the like, and as shown in FIGS. 6, 13 and 14, a plurality of tension members are collectively inserted and the anchor head. 1 has a center hole 5a through which it can go in and out, and is fitted and fixed in a recess formed in the end of the concrete structure 6. As shown in FIGS. 13 and 14, the center hole jack 13 for pulling the tension member 2 includes a ram chair 14 whose tip end surface abuts on a bearing plate 5 provided on the end surface of the concrete structure 6, and a tension rod. A tension member 2 is provided with a cylinder 15 having a central hole 12 through which 11 is inserted, a ram (not shown), and the like, and by the movement of the ram, the anchor head 1, the tension rod 11, and a tightening nut 18 screwed to the tip of the tension member 2. It gives a tension to.

【0017】定着ナット19は、アンカーヘッド1の外
周の雄ねじ1eに螺合しており、外周に複数の孔19a
を備え、孔19aに図示しない引掛スパナを引掛けて回
される。そして、定着ナット19は、緊張材2が緊張力
を付与されて伸びたとき、回すことによってその伸びに
見合う分だけ支圧板5の方へ近付け、支圧板5の外面に
当接させた状態にて、緊張材2の緊張力を支圧板5に伝
える機能を有する。
The fixing nut 19 is screwed into the male screw 1e on the outer circumference of the anchor head 1 and has a plurality of holes 19a on the outer circumference.
And a hook spanner (not shown) is hooked in the hole 19a and rotated. Then, when the tension member 2 is stretched by being given a tension force, the fixing nut 19 is rotated to approach the pressure bearing plate 5 by an amount commensurate with the tension, and is brought into contact with the outer surface of the pressure bearing plate 5. And has a function of transmitting the tension force of the tension member 2 to the bearing plate 5.

【0018】図13及び図14は、PC緊張材としての
FRP製緊張材の定着方法を示す一部縦断側面図であ
る。図13において、貫通孔1aに各一本ずつ緊張材2
を挿通した両アンカーヘッド1,1のいずれか一方(左
端)を支圧板5の外側に、緊張時の緊張材2の伸びを考
慮して、他方(右端)を前記一方のものと反対向きにし
てシース16内から支圧板5の中心穴5aに外端を臨ま
せて所定位置にそれぞれ配置し、各貫通孔1aに楔3を
挿入した後、リテイニングプレート7を取り付け、緊張
材2の左端部には、アンカーヘッド1の外側に、図11
に示す係合部材4を各緊張材2の所定位置に固定し、緊
張材2の右端部には、アンカーヘッド1の外側に、図1
2に示す係合部材8を各緊張材2の所定位置に固定す
る。そして、図13において、右端のアンカーヘッド1
の雌ねじ1bに、リテイニングプレート7の貫通孔7a
を貫通するテンションロッド11の先端を図8にも示す
ように螺合させてテンションロッド11をアンカーヘッ
ド1に取り付け。
13 and 14 are partially longitudinal side views showing a method of fixing a FRP tension member as a PC tension member. In FIG. 13, one tension member 2 is provided in each through hole 1a.
One of the two anchor heads 1 (1) (left end) inserted through is attached to the outside of the bearing plate 5, and the other (right end) is oriented in the opposite direction to the one described above in consideration of the elongation of the tension member 2 during tension. The sheath 16 with the outer end facing the center hole 5a of the pressure support plate 5 at predetermined positions, the wedge 3 is inserted into each through hole 1a, and then the retaining plate 7 is attached to the left end of the tension member 2. In the part, on the outside of the anchor head 1, FIG.
1 is fixed to a predetermined position of each tendon 2, and the right end portion of the tendon 2 is provided outside the anchor head 1.
The engagement member 8 shown in 2 is fixed to a predetermined position of each tendon 2. Then, in FIG. 13, the anchor head 1 at the right end
Female screw 1b, through hole 7a of retaining plate 7
The tip of the tension rod 11 penetrating through is screwed as shown in FIG. 8 to attach the tension rod 11 to the anchor head 1.

【0019】次いで、支圧板5に当接させたラムチェア
ー14に支持されたセンターホールジャッキ13の中心
孔12にテンションロッド11を挿通してセンターホー
ルジャッキ13をセットし、その端部から突出したテン
ションロッド11の先端に締付ナット18を螺着し、左
端のアンカーヘッド1の外周に螺合する定着ナット19
を支圧板5に当接させた状態にて、センターホールジャ
ッキ13を伸長操作することにより、緊張材2に両アン
カーヘッド1,1を介して仮緊張力を付与し緊張材2を
伸長させる。
Next, the tension rod 11 is inserted into the center hole 12 of the center hole jack 13 supported by the ram chair 14 which is brought into contact with the pressure support plate 5, and the center hole jack 13 is set, and the center hole jack 13 is projected from the end thereof. A fixing nut 19 screwed onto the tip of the tension rod 11 and screwed onto the outer circumference of the anchor head 1 at the left end.
When the center hole jack 13 is extended with the pressure contact plate 5 in contact with the support plate 5, a temporary tension force is applied to the tension member 2 via both anchor heads 1 and 1 to extend the tension member 2.

【0020】上記の操作を行う際、仮緊張力付与の当初
は、楔3,3の楔作用がほとんど無く、緊張材2が楔
3,3の中心孔3aの平滑な内周面3dに対して滑る状
態にあるが、緊張材2の仮緊張力を利用して左右両端双
方の楔3,3をそれぞれの係合部材4及び8で押圧し貫
通孔1aへ押し込めつつアンカーヘッド1を介して緊張
材2を引張ることとなり、楔3が十分に貫通孔1aへ押
し込まれて、コンクリート構造物6の両端間に距離に適
合した所定間隔を置いて緊張材2の2箇所にアンカーヘ
ッド1,1が堅固に固定される。このような状態にて右
側のアンカーヘッド1が支圧板5の外側へ達するまで、
プレストレス用の本緊張力をセンターホールジャッキ1
3によって付与し緊張材2を伸長させる。
When the above operation is performed, at the beginning of provisional tensioning force, there is almost no wedge action of the wedges 3 and 3, and the tension member 2 is against the smooth inner peripheral surface 3d of the center hole 3a of the wedges 3 and 3. Although it is in a slipping state, the wedges 3 and 3 at both left and right ends are pressed by the respective engaging members 4 and 8 by using the temporary tension force of the tension member 2 and pushed into the through hole 1a, and the anchor head 1 is used. When the tension member 2 is pulled, the wedge 3 is sufficiently pushed into the through hole 1a, and the anchor heads 1, 1 are set at two positions of the tension member 2 with a predetermined interval corresponding to the distance between both ends of the concrete structure 6. Is firmly fixed. In this state, until the right anchor head 1 reaches the outside of the bearing plate 5,
This tension for pre-stress is the center hole jack 1
The tension member 2 is applied by 3 and the tension member 2 is elongated.

【0021】右端側の定着ナット19は支圧板5から離
れている。この状態では、楔3が貫通孔1aへ十分に押
込まれて緊張材2にアンカーヘッド1,1が固定されて
いるため、係合部材4及び8が不要になるので、係合部
材4及び8で挟持して外周に損傷を受けた部分を含めて
緊張材2の不要部分を切断して除去すると共に両係合部
材4及び8が取り外され、図14に示すように、右側の
アンカーヘッド1に螺合する定着ナット19をその外周
の複数の穴19aに掛けた図示しない引掛けスパナで回
して支圧板5に当接させ、各緊張材2に所要の本緊張力
を付与すると共に緊張材2の両端をコンクリート構造物
6に定着させる。
The fixing nut 19 on the right end side is separated from the pressure bearing plate 5. In this state, since the wedge 3 is sufficiently pushed into the through hole 1a and the anchor heads 1 and 1 are fixed to the tension member 2, the engaging members 4 and 8 are unnecessary, and therefore the engaging members 4 and 8 are not necessary. And the engaging members 4 and 8 are removed, and the engaging members 4 and 8 are removed, and the unnecessary portion of the tension member 2 including the damaged portion on the outer periphery is cut and removed. As shown in FIG. The fixing nut 19 that is screwed onto the outer circumference of the fixing nut 19 is rotated by a hooking wrench (not shown) attached to a plurality of holes 19a on the outer periphery of the fixing nut 19 to bring them into contact with the pressure bearing plate 5 to apply the required main tension force to each tension member 2 and the tension member. Both ends of 2 are fixed to the concrete structure 6.

【0022】緊張材2への本緊張力付与操作に際して、
緊張材2の引張り応力が大きいとき、緊張材2に外周か
ら大きな圧縮力が作用すると、緊張材2は、FRP製な
ので、通常引張り強度以下でも破断するが、楔3の内周
面3dを平滑にしてあるので、内周面3dから受ける緊
張材2の応力集中を防ぎ、かつ、この応力を楔3の長さ
方向に沿って平均化することが出来、緊張材2の破断を
防止できる。また、緊張材2の引張り応力が小さいとき
は、楔3から緊張材2に作用する圧縮力も小さく、その
上、緊張材2の表面が滑り易いために緊張力に抵抗する
摩擦力が楔3と緊張材2との間に発生し難く、その結
果、楔3と緊張材2間に相対的移動が生じ滑り抜けて、
楔3自体は定着具として機能しない。
In the operation of applying the main tension force to the tension member 2,
When a large compressive force is applied to the tension member 2 from the outer circumference when the tension member 2 has a large tensile stress, the tension member 2 is made of FRP, so that the tension member 2 is usually broken even at a tensile strength or less, but the inner peripheral surface 3d of the wedge 3 is smoothed. Therefore, the stress concentration of the tension member 2 received from the inner peripheral surface 3d can be prevented, and this stress can be averaged along the length direction of the wedge 3, so that the tension member 2 can be prevented from breaking. Further, when the tensile stress of the tension member 2 is small, the compressive force acting on the tension member 2 from the wedge 3 is also small, and in addition, since the surface of the tension member 2 is slippery, the frictional force resisting the tension force acts on the wedge 3. It is unlikely to occur between the tension member 2 and as a result, relative movement occurs between the wedge 3 and the tension member 2 and slips through,
The wedge 3 itself does not function as a fixing tool.

【0023】しかしながら、係合部材4によって、上記
緊張材2の滑り抜けを防止することが出来る。即ち、係
合部材4及び8は、外周から所定の荷重で当接面の凹凸
により緊張材2に食い込んで緊張材2と一体化し、か
つ、緊張材2の仮緊張力を利用して楔3をアンカーヘッ
ド1の貫通孔1aへ押し込んで楔作用を十分に発揮さ
せ、緊張材2の滑り抜けを確実に防止することが出来
る。
However, the engaging member 4 can prevent the tendon 2 from slipping out. That is, the engaging members 4 and 8 bite into the tension member 2 due to the unevenness of the contact surface from the outer periphery by a predetermined load and are integrated with the tension member 2, and the temporary tension force of the tension member 2 is used to make the wedge 3. Can be pushed into the through hole 1a of the anchor head 1 to fully exert the wedge action, and the slipping-out of the tension member 2 can be reliably prevented.

【0024】次に、上記の状態から本緊張力を付与する
と、緊張材2の滑り抜けがないため、楔3の楔作用が強
力になり、緊張材2の引張り力の全てを楔3の摩擦力に
よって受け持つことが出来るようになる。従って、緊張
力の大小を問わず、係合部材4の部分の緊張材2に作用
する引張力は非常に小さく、外周からの圧縮力が大きく
ても緊張材2が破断することがない。
Next, when the main tension force is applied from the above state, the tension member 2 does not slip out, so that the wedge action of the wedge 3 becomes strong, and all the tension force of the tension member 2 is rubbed by the wedge 3. You will be able to take charge by force. Therefore, regardless of the magnitude of the tension force, the tensile force acting on the tension member 2 at the portion of the engaging member 4 is very small, and the tension member 2 does not break even if the compression force from the outer periphery is large.

【0025】また、係合部材は、図15に示すようなも
のを使用してもよい。この場合、係合部材は、リテイニ
ングプレート7を介して楔3に近接して配置された円筒
形の接着スリーブ20と、接着スリーブ20内に充填し
た接着剤21とで構成されている。接着スリーブ20
は、両端面板の中心に緊張材2が挿通される貫通孔20
aを有し、内部に充填した接着剤21により緊張材2の
所定位置に固定される。更に、図11に示す係合部材に
代えてバイスを係合部材として使用することも可能であ
る。
As the engaging member, one shown in FIG. 15 may be used. In this case, the engagement member is composed of a cylindrical adhesive sleeve 20 arranged in proximity to the wedge 3 via the retaining plate 7, and an adhesive 21 filled in the adhesive sleeve 20. Adhesive sleeve 20
Is a through hole 20 through which the tension member 2 is inserted at the center of both end plates.
It has a and is fixed at a predetermined position of the tension member 2 by the adhesive 21 filled inside. Further, it is possible to use a vise as the engaging member instead of the engaging member shown in FIG.

【0026】次に、本発明の緊張定着方法について説明
する。図2(a)〜(c)は、2つの縦割り分割体
3′,3′から成る楔3の各相互対向面3c,3cの間
に略一定厚さで粘着剤30を施して楔3を組み立てる工
程を示す正面図であり、緊張材2の図示は省略してあ
る。また、図1は、本発明の緊張定着方法の要部を示す
側面図である。
Next, the tension fixing method of the present invention will be described. 2A to 2C, the wedge 3 is formed by applying an adhesive 30 with a substantially constant thickness between the mutually facing surfaces 3c, 3c of the wedge 3 composed of two vertically divided divided bodies 3 ', 3'. It is a front view which shows the process of assembling, and illustration of the tension member 2 is abbreviate | omitted. Further, FIG. 1 is a side view showing an essential part of the tension fixing method of the present invention.

【0027】本発明の緊張定着方法は、楔3の中心孔3
aに緊張材2の端末を配置するに当たり、楔3の各相互
対向面3c,3cの間に略一定厚さで粘着剤30を施す
ことを特徴とする。粘着剤は、一般に、弱い圧力下での
瞬間的接触により、引き離すに際し測定ないしは感知し
得る結合能力の生ずる性質を有し、感圧接着剤とも呼ば
れる。本発明において、粘着剤30としては、特に制限
はなく、公知の各種の粘着剤を使用することが出来る。
例えば、天然ゴム、SBR、SIS、ポリイソブチレ
ン、ブチルゴム等のエラストマーに粘着付与剤、軟化
剤、老化防止剤などを配合したゴム系粘着剤、アクリル
酸エステルと官能基含有モノマーとの共重合体を含有す
る系粘着剤、シリコーンコムとシリコーン樹脂とを含有
するシリコーン系粘着剤などを使用することが出来る。
そして、トルエン等の溶剤に溶解した溶剤型の粘着剤の
他、水系のエマルジョン型、ホットメルト型などの無溶
剤型の粘着剤を使用することも出来る。
The tension fixing method of the present invention uses the central hole 3 of the wedge 3.
When arranging the end of the tension member 2 on a, it is characterized in that the adhesive 30 is applied between the mutually facing surfaces 3c, 3c of the wedge 3 with a substantially constant thickness. Adhesives generally have the property of producing a measurable or perceptible binding capacity when separated by momentary contact under weak pressure and are also called pressure sensitive adhesives. In the present invention, the pressure-sensitive adhesive 30 is not particularly limited, and various known pressure-sensitive adhesives can be used.
For example, a rubber-based pressure-sensitive adhesive obtained by blending an elastomer such as natural rubber, SBR, SIS, polyisobutylene, and butyl rubber with a tackifier, a softening agent, an antiaging agent, a copolymer of an acrylic ester and a functional group-containing monomer. It is possible to use a contained pressure-sensitive adhesive, a silicone-based pressure-sensitive adhesive containing a silicone comb and a silicone resin, and the like.
In addition to solvent-type pressure-sensitive adhesives dissolved in solvents such as toluene, solvent-based pressure-sensitive adhesives such as water-based emulsion type and hot-melt type can also be used.

【0028】粘着剤30は、2つの縦割り分割体3′,
3′の各相互対向面3c,3cの何れか一方に施せば十
分であり、通常、緊張材2をセットする前にヘラ等の治
具を用いて施す。各相互対向面3c,3cに対して、即
ち、中心孔3aの左右に位置する各相互対向面3c,3
cに対して略一定厚さとなるように施す。粘着剤30の
厚さは、必要以上に厚くする必要はなく、通常は500
μm以下、好ましくは100μm以下とされる。
The adhesive 30 is composed of two vertically divided division bodies 3 ',
It suffices to apply it to either one of the mutually opposing surfaces 3c, 3c of 3 ', and usually it is applied with a jig such as a spatula before setting the tendon 2. With respect to the mutual facing surfaces 3c, 3c, that is, the mutual facing surfaces 3c, 3 located on the left and right of the center hole 3a.
It is applied to c so as to have a substantially constant thickness. The thickness of the adhesive 30 does not need to be thicker than necessary, and is usually 500.
The thickness is not more than 100 μm, preferably not more than 100 μm.

【0029】上記のように施された粘着剤30は、緊張
定着の際、楔3の各相互対向面3c,3cによって薄膜
状に押潰され、各相互対向面3c,3cの相互接近には
支障を与えない。そして、2つの縦割り分割体3′,
3′の一方が軸方向にずれたりすることを防止すると共
に楔の各相互対向面3c,3cの動きを規制して各相互
対向面3c,3cの間隙のアンバランス化を防止する。
その結果、緊張定着の際の緊張材2の切断は防止され、
また、確実な緊張定着が行われる。
The adhesive 30 applied as described above is crushed into a thin film by the mutual facing surfaces 3c, 3c of the wedge 3 during tension fixing, and the mutual facing surfaces 3c, 3c are prevented from approaching each other. It does not hinder. And two vertically divided divisions 3 ',
One side 3'is prevented from shifting in the axial direction, and the movement of each of the mutually opposed surfaces 3c, 3c of the wedge is restricted to prevent the gap between the mutually opposed surfaces 3c, 3c from being unbalanced.
As a result, the tension member 2 is prevented from being cut when the tension is fixed,
In addition, the tension is firmly established.

【0030】本発明の緊張定着方法において、緊張定着
の基本的方法は、前述の通り、特公平3−25666号
公報に記載の方法を採用するのが好ましいが、その他の
方法として、アンカーヘッド1の貫通孔1aに挿入され
る楔3の内周面3dに凹凸を付け、この内周面に緊張材
2の端末の外周を当接させ、楔作用により、当該緊張材
2の端末を挟持し、図示しないジャッキを用いてアンカ
ーヘッド1を引張り、緊張材2を緊張定着させる方法を
採用することも出来る。
In the tension fixing method of the present invention, as a basic method of tension fixing, it is preferable to adopt the method described in Japanese Patent Publication No. 3-25666, as described above, but as another method, the anchor head 1 is used. The inner peripheral surface 3d of the wedge 3 to be inserted into the through hole 1a is made uneven, and the outer periphery of the end of the tension member 2 is brought into contact with this inner peripheral surface, and the end of the tension member 2 is clamped by the wedge action. It is also possible to adopt a method in which the anchor head 1 is pulled by using a jack (not shown) and the tension member 2 is tension-fixed.

【0031】なお、本発明に係るFRP製緊張材の緊張
定着方法は、海岸近辺の構造物の接合用緊張材、軽量で
高抗張力と電気絶縁性を要する通信ケーブルの端末加
工、吊り橋用補張緊張材などの産業用補強材としてのF
RP製緊張材の端末等にも適用が可能であり、FRP製
緊張材は、スパイラル型、ストランド型その他の任意の
形式のものでよい。
The tension fixing method for the FRP tension member according to the present invention is applied to the tension member for joining the structure near the coast, the terminal processing of the communication cable which is lightweight and requires high tensile strength and electrical insulation, and the extension for suspension bridge. F as an industrial reinforcing material such as tension material
It can also be applied to the end of the RP tension material, and the FRP tension material may be of any type such as spiral type, strand type or the like.

【0032】[0032]

【発明の効果】以上説明した本発明によれば、緊張定着
の際の緊張材の切断を防止し且つ確実な緊張定着を行い
得るように改良された、FRP製緊張材の緊張定着方法
が提供される。
According to the present invention described above, there is provided a tension fixing method for a tension member made of FRP, which is improved so as to prevent the tension member from being cut during tension fixing and perform reliable tension fixing. To be done.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 島本 勝次 神奈川県横浜市緑区鴨志田町1000番地 三 菱化成株式会社総合研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Katsuji Shimamoto 1000 Kamoshida-cho, Midori-ku, Yokohama-shi, Kanagawa Sanryo Kasei Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 2つの縦割り分割体から成り、全体とし
て外周面が円錐状をなし、FRP製緊張材が挿通される
中心孔を有し、中心孔の左右に位置する各相互対向面は
それぞれ適当な厚さ分だけ一様に削除された形状をなす
楔と、当該楔が挿入されるテーパー状の貫通孔を有する
アンカーヘッドとを使用し、楔の中心孔にFRP製緊張
材の端末を配置し且つ当該楔をアンカーヘッドの貫通孔
に配置し、アンカーヘッドを引っ張っることにより発生
する楔作用を利用したFRP製緊張材の緊張定着方法に
おいて、楔の中心孔にFRP製緊張材の端末を配置する
に当たり、楔の各相互対向面の間に略一定厚さで粘着剤
を施すことを特徴とするFRP製緊張材の緊張定着方
法。
1. A vertical split member, which has a conical outer peripheral surface as a whole, has a central hole through which an FRP tension member is inserted, and the mutually opposing surfaces located on the left and right of the central hole. Using wedges each having a shape uniformly removed by an appropriate thickness and an anchor head having a tapered through hole into which the wedge is inserted, a terminal of a FRP tension material is provided in the center hole of the wedge. And the wedge is arranged in the through hole of the anchor head, and the tension fixing method of the FRP tension member using the wedge action generated by pulling the anchor head is used. A method for tension-fixing a tension member made of FRP, characterized in that an adhesive is applied between the mutually facing surfaces of the wedge so as to have a substantially constant thickness when the terminals are arranged.
JP29804192A 1992-10-09 1992-10-09 Tensionning and anchoring method of frp tendon Withdrawn JPH06116948A (en)

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JP29804192A JPH06116948A (en) 1992-10-09 1992-10-09 Tensionning and anchoring method of frp tendon

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JPH06116948A true JPH06116948A (en) 1994-04-26

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5511909A (en) * 1994-06-07 1996-04-30 Jennmar Corporation Cable bolt and method of use in supporting a rock formation
WO2003018916A1 (en) * 2001-08-29 2003-03-06 Byung Gu Park Disjointable fixing apparatus of tension member and removal method of tension member
JP2006177010A (en) * 2004-12-22 2006-07-06 Taisei Corp Fixing structure of flexible reinforcement
JP2009013605A (en) * 2007-07-02 2009-01-22 Se Corp Cable fixing member
CN105464110A (en) * 2015-12-09 2016-04-06 西南交通大学 Construction technology of basalt fiber reinforced material anchor rods
CN111945724A (en) * 2020-08-04 2020-11-17 北京市政建设集团有限责任公司 Anchor cable supporting structure with large-diameter reinforcement rod body and intelligent prestress application method
CN113445503A (en) * 2020-03-27 2021-09-28 中国电建集团华东勘测设计研究院有限公司 GFRP anchor rod prestress anchoring structure and prestress loading method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5511909A (en) * 1994-06-07 1996-04-30 Jennmar Corporation Cable bolt and method of use in supporting a rock formation
WO2003018916A1 (en) * 2001-08-29 2003-03-06 Byung Gu Park Disjointable fixing apparatus of tension member and removal method of tension member
JP2006177010A (en) * 2004-12-22 2006-07-06 Taisei Corp Fixing structure of flexible reinforcement
JP2009013605A (en) * 2007-07-02 2009-01-22 Se Corp Cable fixing member
CN105464110A (en) * 2015-12-09 2016-04-06 西南交通大学 Construction technology of basalt fiber reinforced material anchor rods
CN113445503A (en) * 2020-03-27 2021-09-28 中国电建集团华东勘测设计研究院有限公司 GFRP anchor rod prestress anchoring structure and prestress loading method
CN113445503B (en) * 2020-03-27 2022-06-28 中国电建集团华东勘测设计研究院有限公司 GFRP anchor rod prestress anchoring structure and prestress loading method
CN111945724A (en) * 2020-08-04 2020-11-17 北京市政建设集团有限责任公司 Anchor cable supporting structure with large-diameter reinforcement rod body and intelligent prestress application method

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