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JPH0333834B2 - - Google Patents
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JPH0333834B2 - - Google Patents

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Publication number
JPH0333834B2
JPH0333834B2 JP62118121A JP11812187A JPH0333834B2 JP H0333834 B2 JPH0333834 B2 JP H0333834B2 JP 62118121 A JP62118121 A JP 62118121A JP 11812187 A JP11812187 A JP 11812187A JP H0333834 B2 JPH0333834 B2 JP H0333834B2
Authority
JP
Japan
Prior art keywords
rope
wedge
fixing body
fixing
center hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP62118121A
Other languages
Japanese (ja)
Other versions
JPS63288285A (en
Inventor
Senichi Kanesaka
Haruo Inukai
Yasuto Kabutomori
Masayuki Hirooka
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.)
PS Concrete Co Ltd
Original Assignee
PS Concrete 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 PS Concrete Co Ltd filed Critical PS Concrete Co Ltd
Priority to JP11812187A priority Critical patent/JPS63288285A/en
Publication of JPS63288285A publication Critical patent/JPS63288285A/en
Publication of JPH0333834B2 publication Critical patent/JPH0333834B2/ja
Granted legal-status Critical Current

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  • Ropes Or Cables (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、プレストレストコンクリート構造用
の緊張材や海洋構造物の接合用ロープ等として使
用されるFRP製ロープの緊張定着方法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for tension-fixing FRP ropes used as tension members for prestressed concrete structures, ropes for joining marine structures, and the like.

(従来の技術) 従来のFRP製ロープの緊張定着方法は、第5
図に示すように、アンカーヘツドHの貫通孔に挿
入される楔Wの内周面に凹凸を付け、この内周面
をFRP製ロープRの端末の外周に当接させ、楔
作用により、当該FRP製ロープRの端末をを挟
持して図示しないジヤツキを用いてアンカーヘツ
ドHを引張り、ロープRを緊張定着させるもので
あつた。
(Conventional technology) The conventional tension fixing method for FRP rope is the fifth method.
As shown in the figure, the inner circumferential surface of the wedge W inserted into the through hole of the anchor head H is made uneven, and this inner circumferential surface is brought into contact with the outer circumference of the end of the FRP rope R. The end of the FRP rope R was held and the anchor head H was pulled using a jack (not shown) to fix the rope R under tension.

(発明が解決しようとする問題点) FRP製ロープは、高引張り強度を有している
が、層間剪断強度や圧縮強度が極めて低く、ま
た、表面が弱いので損傷を受け易い。従つて、上
記従来の場合、楔の内周面に凹凸が付けてあり、
この凹凸部分への応力集中によつて、当該ロープ
は引張強度度以下で破断してしまい、長手方向の
引張強度を十分に生かすことができない。また、
上記凹凸のない楔を特別の操作をすることなく普
用の状態で使用すると、FRP製ロープは、緊張
定着操作に際して、表面が非常に滑り易いため
に、楔の中心孔から抜け出てしまつて緊張定着さ
せることができず、たとえ緊張定着できたとして
も定着効率にばらつきがあり、安定した緊張定着
を行うのが極めて困難であるという欠点があつ
た。
(Problems to be Solved by the Invention) Although FRP ropes have high tensile strength, their interlaminar shear strength and compressive strength are extremely low, and their surfaces are weak, so they are easily damaged. Therefore, in the above conventional case, the inner circumferential surface of the wedge is uneven;
Due to the concentration of stress on the uneven portions, the rope breaks at a tensile strength lower than the tensile strength, and the tensile strength in the longitudinal direction cannot be fully utilized. Also,
If the smooth wedge described above is used in normal conditions without any special operations, the FRP rope will slip out of the center hole of the wedge and become tensioned due to its extremely slippery surface. It is not possible to fix the adhesive, and even if tension fixing is possible, the fixing efficiency varies and it is extremely difficult to perform stable tension fixing.

本発明は、上記従来の欠点にかんがみ、端末を
を引張つてFRP製ロープに緊張力を加えてもそ
の端末が損傷を受けたり抜け出てしまうことがな
く十分な緊張力を保持し、安定した緊張定着を行
うことができるFRP製ロープの緊張定着方法を
提供することを目的とする。
In view of the above-mentioned conventional drawbacks, the present invention has been developed to maintain sufficient tension without damaging or falling out of the FRP rope even when tension is applied to the FRP rope by pulling the terminal, and to maintain stable tension. The purpose of the present invention is to provide a tension fixing method for an FRP rope that can be fixed.

(問題点を解決するための手段) 上記目的を達成するために、本発明は、FRP
製ロープが挿通される平滑な中心孔を有し複数の
縦割り分割体からなり全体として外周面が円錐状
をなす楔と該楔が頭部を突出した状態で挿入され
るテーパ状の貫通孔を有するアンカーヘツドとを
備えた第1の定着体及び第2の定着体を使用し、
前記ロープを定着させる対象となる構造物端部に
前記第1の定着体及びセンターホールジヤツキを
配置するとともに、該センターホールジヤツキの
端部に前記第2の定着体を配置し、該第2の定着
体の外側へ突出させた前記ロープの外周面の所定
位置に前記楔に係合する係合部材を固定し、前記
センターホールジヤツキを操作し前記ロープの緊
張力を利用して前記係合部材で前記第2の定着体
のアンカーヘツドの貫通孔へ前記楔を押込みつつ
該第2の定着体を介して前記ロープを緊張させた
状態にて、前記第1の定着体のアンカーヘツドの
貫通孔へ楔を押込み該第1の定着体を定着させる
ことを特徴とするFRP製ロープの緊張定着方法
を要旨とするものである。
(Means for solving the problems) In order to achieve the above object, the present invention provides FRP
A wedge that has a smooth center hole through which a manufactured rope is inserted, and is made up of a plurality of vertically divided bodies and has a conical outer surface as a whole, and a tapered through hole into which the wedge is inserted with its head protruding. using a first anchoring body and a second anchoring body having an anchor head having a
The first fixing body and the center hole jack are arranged at the end of the structure to which the rope is to be fixed, and the second fixing body is arranged at the end of the center hole jack, and the second fixing body is arranged at the end of the center hole jack. An engaging member that engages with the wedge is fixed at a predetermined position on the outer peripheral surface of the rope that protrudes outside of the fixing body of No. 2, and the center hole jack is operated to utilize the tension of the rope to The anchor head of the first anchor body is pushed into the anchor head of the first anchor body while the wedge is pushed into the through hole of the anchor head of the second anchor body and the rope is tensioned through the second anchor body. The gist of this invention is a method for tension fixing an FRP rope, which is characterized by fixing the first fixing body by pushing a wedge into the through hole of the rope.

(作用) 本発明に係るFRP製ロープの緊張定着方法は、
当該ロープが挿通される平滑な中心孔を有し複数
の縦割り分割体からなり全体として外周面が円錐
状をなす楔と該楔が頭部を突出した状態で挿入さ
れるテーパ状の貫通孔を有するアンカーヘツドと
を備えた第1及び第2の定着体を使用し、前記ロ
ープを定着させる対象となる構造物の端部外側に
前記第1の定着体及びセンターホールジヤツキを
配置し、、当該センターホールジヤツキのラムの
端部に前記第2の定着体を配置し、当該第2の定
着体の外側へ突出させた前記ロープの外周面の所
定位置に前記楔に係合する係合部材を固定し、前
記センターホールジヤツキを操作し前記ロープの
緊張力を利用して前記係合部材で前記第2の定着
体のアンカーヘツドの貫通孔へ前記楔を押込みつ
つ該第2の定着体を介して前記ロープを緊張さ
せ、このようにロープを緊張させた状態にて、前
記第1の定着体のアンカーヘツドの貫通孔へ楔を
押込み当該第1の定着体を定着させ、前記FRP
製ロープを損傷させることなく引張り、安定した
緊張定着をさせ得る。
(Function) The method for tension fixing an FRP rope according to the present invention is as follows:
A wedge that has a smooth center hole through which the rope is inserted and is made up of a plurality of vertically divided bodies and has a conical outer surface as a whole, and a tapered through hole into which the wedge is inserted with its head protruding. using first and second fixing bodies each having an anchor head having an anchor head, and arranging the first fixing body and a center hole jack outside the end of the structure to which the rope is to be fixed; , the second anchoring body is disposed at the end of the ram of the center hole jack, and a locking member that engages with the wedge is provided at a predetermined position on the outer peripheral surface of the rope that protrudes outside of the second anchoring body. Fix the mating member, operate the center hole jack, and use the tension of the rope to push the wedge into the through hole of the anchor head of the second fixing body while pushing the wedge into the through hole of the anchor head of the second fixing body. The rope is tensioned via the fixing body, and in this tensioned state, a wedge is pushed into the through hole of the anchor head of the first fixing body to fix the first fixing body, and the first fixing body is fixed. FRP
The rope can be pulled and stabilized under tension without damaging it.

(実施例) 次に、本発明の一実施例について、複数の
FRP製ロープ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。
(Example) Next, regarding one example of the present invention, a plurality of
An example of a case in which FRP ropes are simultaneously stretched and fixed will be explained with reference to the drawings.

第1図a,b及びcは、本発明の一実施例に係
るFRP製ロープの緊張定着方法を示す縦断面図
である。
FIGS. 1a, b, and c are longitudinal sectional views showing a method for tensioning and fixing an FRP rope according to an embodiment of the present invention.

本発明に係るFRP製ロープの緊張定着方法に
使用する第1の定着体1及び第2の定着体2は、
共にFRP製ロープ5が挿通される平滑な中心孔
3aを有し複数の縦割り分割体からなり全体とし
て外周面3cが円錐状をなす楔3と、当該楔3が
頭部を突出した状態で挿入されるテーパ状の貫通
孔4aを有するアンカーヘツド4とを備えてい
る。そして、コンクリート構造物10の端部に固
定され透孔8aを有する支圧板8の該透孔8aに
複数のロープ5を挿通し、ロープ5の他端側を定
着状態にしておき、構造物の端部外側に前記第1
の定着体1及びセンターホールジヤツキ9を配置
し、当該センターホールジヤツキ9の緊張用ラム
13の外側端部に前記第2の定着体2を配置し、
当該第2の定着体2の外側へ突出させた前記ロー
プ5の外周面の所定位置にリテイリングプレート
7を介して前記楔3に係合する係合部材6を固定
し、前記センターホールジヤツキ9を伸長操作し
前記ロープ5の緊張力を利用して前記係合部材6
で前記第2の定着体2のアンカーヘツド4の貫通
孔4aへ前記楔3を押圧して押込みつつ該第2の
定着体2を介し前記ロープ5を緊張させた状態に
て、前記第1の定着体1のアンカーヘツド4の貫
通孔4aへ押圧用ラム14で楔3を押込み当該第
1の定着体1を定着させ、前記FRP製ロープ5
を損傷させることなく緊張定着させる。
The first fixing body 1 and the second fixing body 2 used in the FRP rope tension fixing method according to the present invention are as follows:
The wedge 3 is made up of a plurality of vertically divided bodies and has a smooth center hole 3a into which the FRP rope 5 is inserted, and the outer peripheral surface 3c has a conical shape as a whole, and the wedge 3 has a protruding head. The anchor head 4 has a tapered through hole 4a into which the anchor head 4 is inserted. Then, a plurality of ropes 5 are inserted into the through-holes 8a of the bearing plate 8 which is fixed to the end of the concrete structure 10 and has through-holes 8a, and the other end of the ropes 5 is kept in a fixed state. said first on the outside of the end.
The fixing body 1 and the center hole jack 9 are arranged, and the second fixing body 2 is arranged at the outer end of the tensioning ram 13 of the center hole jack 9,
An engaging member 6 that engages with the wedge 3 is fixed at a predetermined position on the outer circumferential surface of the rope 5 that protrudes outside of the second fixing body 2 via a retaining plate 7, and the center hole jack 9 The engaging member 6 is extended by using the tension of the rope 5.
While pressing and pushing the wedge 3 into the through hole 4a of the anchor head 4 of the second anchoring body 2, the rope 5 is tensioned through the second anchoring body 2, and the first The wedge 3 is pushed into the through hole 4a of the anchor head 4 of the fixing body 1 with the pressing ram 14 to fix the first fixing body 1, and the FRP rope 5 is fixed.
Fix the tension without damaging it.

先ず、本発明の実施例に係る装置及び部材につ
いて説明する。
First, devices and members according to embodiments of the present invention will be explained.

本実施例の場合、第1の定着体1及び第2の定
着体2には、同一の楔3及びアンカーヘツド4を
使用している。
In this embodiment, the same wedge 3 and anchor head 4 are used for the first fixing body 1 and the second fixing body 2.

第2図a及びbは、それぞれ楔を示す側面図及
び正面図である。
Figures 2a and 2b are a side view and a front view of the wedge, respectively.

楔は、セラミツクス、合成樹脂又は金属等の耐
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3cが円錐状をなし、ロープ5が挿
通される中心孔3aを有し、この中心孔3aの両
端の直径がロープ5自体の直径よりも若干大きく
外広がりになつて当該ロープ5に無用な外力が加
わらないようになつており、相互対向面3dがそ
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つて段付溝3
fが設けてある。また、楔3は、内周面3eが凹
凸のない平滑な状態に仕上げられており、アンカ
ーヘツド4の貫通孔4aに頭部3bが突出した状
態で挿入される。
The wedge consists of two vertically divided bodies made of a corrosion-resistant material such as ceramics, synthetic resin, or metal, and has a conical outer peripheral surface 3c as a whole, and a central hole 3a through which the rope 5 is inserted. The diameters of both ends of the center hole 3a are slightly larger than the diameter of the rope 5 itself and are expanded outward to prevent unnecessary external force from being applied to the rope 5, and the mutually facing surfaces 3d are each formed by an appropriate thickness. It has a uniformly removed shape and has a stepped groove 3 along the outer circumference near the end on the large diameter side.
f is provided. Further, the wedge 3 has an inner peripheral surface 3e finished in a smooth state with no irregularities, and is inserted into the through hole 4a of the anchor head 4 with the head 3b protruding.

第3図aはアンカーヘツドを示す正面図、同図
bは同図aのA−A断面図である。
FIG. 3a is a front view showing the anchor head, and FIG. 3b is a sectional view taken along line AA in FIG. 3a.

アンカーヘツド4は、耐腐蝕性材料のセラミツ
クス、合成樹脂又は金属等の短円柱状をなし、所
定の角度間隔を置いて楔3が挿入される複数の貫
通孔4aを有し、当該各貫通孔4aの内周面4b
が楔3の外周面3cに対応してテーパ状とされて
おり、貫通孔4a間の3箇所に等角度間隔にて小
雌ねじ4cが刻設してある。
The anchor head 4 has a short cylindrical shape made of a corrosion-resistant material such as ceramics, synthetic resin, or metal, and has a plurality of through holes 4a into which the wedges 3 are inserted at predetermined angular intervals. Inner peripheral surface 4b of 4a
is tapered to correspond to the outer circumferential surface 3c of the wedge 3, and small internal threads 4c are formed at three locations between the through holes 4a at equal angular intervals.

FRP製ロープ5は、マトリツクス樹脂及び複
数の単繊維で構成された複数の線材を撚り合わせ
てなり、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、被覆材を被せ、撚り集め、成形硬
化させたものであつて、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、上記マトリツクス樹
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 rope 5 is made by twisting together a plurality of wire rods made of matrix resin and a plurality of single fibers. The fibers are threaded, drawn, covered with a covering material, twisted, and molded and cured.The single fibers are preferably inorganic glass fibers, carbon fibers, organic aromatic polyamide fibers, etc., and the matrix resin Thermosetting resins such as epoxy resins, unsaturated polyester resins, and diallyl phthalate resins containing curing agents are suitable.

第4図は、係合部材を示す斜視図である。 FIG. 4 is a perspective view showing the engaging member.

係合部材6は、各一対の挟持片6a,6aを有
し、各挟持片6a,6aがロープ5の外周に係合
する先端の係合面6b,6bに凹凸を備えてい
て、手掛け部の開閉操作によつて先端が開閉で
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6は、ロープ5を係合面6b,6bで挟
み、手掛け部6cに手を掛けて握り、閉操作を行
い、外周から当該ロープ5を押圧して当該ロープ
5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つている。リテイ
ニングプレート7は、ロープ5が挿通される貫通
孔7aとアンカ−ヘツド4の小雌ねじ4cに対応
する図示しない透孔を有し、この透孔に挿通され
る図示しないボルトを小雌ねじ4cに螺合させて
アンカーヘツド4に固着され、楔3の位置ずれを
防止するものである。
The engaging member 6 has a pair of clamping pieces 6a, 6a, and each clamping piece 6a, 6a has an uneven engagement surface 6b, 6b at the tip that engages with the outer periphery of the rope 5. The tip can be opened and closed by opening and closing operations, and the side surface is placed in contact with the end surface of the retaining plate 7 interposed between the wedge 3 and the wedge 3. Then, the engagement member 6 sandwiches the rope 5 between the engagement surfaces 6b, 6b, grips the handle part 6c with a hand, performs a closing operation, presses the rope 5 from the outer periphery, and pinches the rope 5, When a claw (not shown) is hooked, it is held in that state and fixed at a predetermined position, and when the claw is removed, the holding is released. The retaining plate 7 has a through hole 7a through which the rope 5 is inserted, and a through hole (not shown) corresponding to the small internal thread 4c of the anchor head 4, and a bolt (not shown) inserted through this through hole is inserted into the small internal thread 4c. It is screwed together and fixed to the anchor head 4 to prevent the wedge 3 from shifting.

支圧板8は、ロープ5が挿通される透孔8aを
有し、コンクリート構造物10の端部に設けた凹
部に嵌入させて取り付けてある。
The bearing plate 8 has a through hole 8a through which the rope 5 is inserted, and is fitted into a recess provided at the end of the concrete structure 10.

センターホールジヤツキ9は、コンクリート構
造物10の端面に先端が当接されるラムチエアー
11と、ロープ5が挿通される中心孔を有するシ
リンダー12と、当該シリンダー12内に圧油を
供給することによつて出入りする緊張用ラム13
と、このラム13と別個に出入りする押圧用ラム
14等を備え、当該ラム13及びラム14の運動
によつて、それぞれ第2の定着体2を介してロー
プ5に緊張力を付与するとともに第1の定着体1
のアンカーヘツド4の貫通孔4aに楔3を押込む
ことができるようになつている。
The center hole jack 9 includes a ram chair 11 whose tip abuts against the end surface of the concrete structure 10, a cylinder 12 having a center hole through which the rope 5 is inserted, and a cylinder 12 for supplying pressure oil into the cylinder 12. Tensioning ram 13 that twists in and out
A pressing ram 14, etc., which moves in and out separately from this ram 13 is provided, and the movement of the ram 13 and ram 14 applies tension to the rope 5 via the second fixing body 2, and also applies tension to the rope 5 through the second anchor 2. 1 fixing body 1
The wedge 3 can be pushed into the through hole 4a of the anchor head 4.

次に、本発明に係るFRP製ロープの緊張定着
方法の一例について説明する。
Next, an example of the method for tension fixing an FRP rope according to the present invention will be explained.

第1図aにおいて、コンクリート構造物10の
両端間に空洞10aを形成し、空洞10aの両開
口端部に支圧板8,18を固着するとともに、こ
の支圧板8,18の透孔8a,18aの内周に先
端が嵌合するシース15を設けておく。コンクリ
ート構造物10の他端側Yのロープ5の端部に楔
3及びアンカーヘツド4を備えた定着体19を支
圧板18に当接させて配置し、リテイニングプレ
ート17及び係合部材16を所定位置に固定す
る。コンクリート構造物10の一端側Xでは、支
圧板8の透孔8aにロープ5を挿通させ、楔3及
びアンカーヘツド4を備えた第1の定着体1を当
該楔3の頭部3bが貫通孔4aから突出した状態
で配置し、リテイニングプレート7を取り付ける
とともに、コンクリート構造物10の端面に先端
を当接させたラムチエアー11に支持されたセン
ターホールジヤツキ9を所定の位置に配置し、セ
ンターホールジヤツキ9の緊張用ラム13の外側
端部に当接させて第2の定着体2を配置し、リテ
イニングプレート7及び係合部材6をこの順序に
て当該第2の定着体2に近接する所定位置に固定
する。センターホールジヤツキ9を伸長操作する
ことにより、ロープ5の緊張力を利用して係合部
材6で各楔3の頭部3bを押圧し、前記第2の定
着体2のアンカーヘツド4の貫通孔4aに当該各
楔3を押込みつつ、当該第2の定着体2を介して
ロープ5を緊張させた状態とし、第1図bに示す
ように、この状態にてセンターホールジヤツキ9
の押圧用ラム14によつて押圧操作し、第1の定
着体1のアンカーヘツド4の各貫通孔4aへ、楔
3を押込み、当該第1の定着体1を定着させた
後、第1図cに示すように、第2の定着体2及び
センターホールジヤツキ9を取り外す。かくし
て、ロープ5は、所要の緊張力を付与された状態
でコンクリート構造物10に定着せしめられる。
In FIG. 1a, a cavity 10a is formed between both ends of the concrete structure 10, bearing plates 8, 18 are fixed to both open ends of the cavity 10a, and through holes 8a, 18a of the bearing plates 8, 18 are fixed. A sheath 15 whose tip fits onto the inner periphery of the sheath 15 is provided. A fixing body 19 equipped with a wedge 3 and an anchor head 4 is placed at the end of the rope 5 on the other end side Y of the concrete structure 10 in contact with the bearing plate 18, and the retaining plate 17 and the engagement member 16 are placed in contact with the bearing plate 18. Secure in place. At one end side X of the concrete structure 10, the rope 5 is inserted through the through hole 8a of the bearing plate 8, and the head 3b of the wedge 3 is inserted into the first anchoring body 1 having the wedge 3 and the anchor head 4 through the through hole. 4a, the retaining plate 7 is attached, and the center hole jack 9 supported by the ram tie air 11 whose tip is in contact with the end face of the concrete structure 10 is placed at a predetermined position, and the center hole jack 9 is placed in a predetermined position. The second fixing body 2 is placed in contact with the outer end of the tensioning ram 13 of the hole jack 9, and the retaining plate 7 and the engagement member 6 are attached to the second fixing body 2 in this order. Fix it in a nearby predetermined position. By extending the center hole jack 9, the engagement member 6 presses the head 3b of each wedge 3 using the tension of the rope 5, and the anchor head 4 of the second fixing body 2 is penetrated. While pushing each wedge 3 into the hole 4a, the rope 5 is kept under tension via the second fixing body 2, and as shown in FIG. 1b, in this state, the center hole jack 9
After fixing the first fixing body 1 by pressing the wedge 3 into each through hole 4a of the anchor head 4 of the first fixing body 1 using the pressing ram 14, as shown in FIG. As shown in c, the second fixing body 2 and center hole jack 9 are removed. In this way, the rope 5 is fixed to the concrete structure 10 with the required tension applied thereto.

本考案の上記実施例によれば、定着体1,2及
び19は、全て同じ楔3及アンカーヘツド4を使
用することができ、また、リテイニングプレート
7,17も同じものを使用することが可能であ
り、アンカーヘツド4に螺合するナツトを必要と
しないので、必要な部品の種類が少なく非常に便
利でかつ低コストとなる。
According to the above embodiment of the present invention, the anchoring bodies 1, 2 and 19 can all use the same wedge 3 and anchor head 4, and the retaining plates 7, 17 can also use the same one. Since it does not require a nut to be screwed into the anchor head 4, it is very convenient and low-cost because it requires fewer types of parts.

なお、本発明に係るFRP製ロープの緊張定着
方法は、海岸近辺の構造物の接合用ロープ、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、吊り橋用補張ロープなどの産業用補強
材としてのFRP製ロープの端末等にも適用が可
能であり、FRP製ロープは、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く、前
記楔は、2分割に限らず3分割以上に分割しても
よい。
The tension fixing method for FRP ropes according to the present invention can be used for industrial applications such as ropes for joining structures near the coast, terminal processing of communication cables that are lightweight and require high tensile strength and electrical insulation, and reinforcement ropes for suspension bridges. It can also be applied to the ends of FRP ropes as reinforcing materials, and the FRP rope may be of any type such as spiral type, strand type, etc., and the wedge is not limited to two parts, but can be divided into three or more parts. It may be divided into

(発明の効果) 本発明は以上のように構成され、FRP製ロー
プが挿通される平滑な中心孔を有し複数の縦割り
分割体からなり全体として外周面が円錐状をなす
楔と該楔が頭部を突出した状態で挿入されるテー
パ状の貫通孔を有するアンカーヘツドとを備えた
第1及び第2の定着体を使用し、前記ロープの定
着対象となる構造物端部に配置したセンターホー
ルジヤツキのラムの端部に配置した該第2の定着
体から外側へ突出させた前記ロープの外周面の所
定位置に前記楔に係合する係合部材を固定し、セ
ンターホールジヤツキを操作し前記ロープの緊張
力を利用して前記係合部材で前記第2の定着体の
アンカーヘツドの貫通孔へ前記楔を押込みつつ該
第2の定着体を介して前記ロープを緊張させるこ
とにより、当該ロープを損傷することなくかつ確
実に緊張させることができ、該ロープを緊張させ
た状態にて前記ロープの定着対象となる構造物端
部に配置した前記第1の定着体のアンカーヘツド
の貫通孔へ楔を押込み該第1の定着体を定着させ
ることにより、十分な緊張力を保持し、安定した
緊張定着を行うことができる等の効果を有する。
(Effects of the Invention) The present invention is constructed as described above, and includes a wedge which has a smooth center hole into which an FRP rope is inserted, and which is made up of a plurality of vertically divided bodies and whose outer peripheral surface as a whole has a conical shape. and an anchor head having a tapered through hole into which the anchor head is inserted with the head protruding, and are arranged at the end of the structure to which the rope is to be anchored. An engaging member that engages with the wedge is fixed at a predetermined position on the outer circumferential surface of the rope that protrudes outward from the second fixing body disposed at the end of the ram of the center hole jack. and tensioning the rope through the second anchoring body while pushing the wedge into the through hole of the anchor head of the second anchoring body with the engaging member by operating the tensioning force of the rope. This allows the rope to be reliably tensioned without damaging it, and in the tensioned state, the anchor head of the first anchoring body is placed at the end of the structure to which the rope is to be anchored. By pushing a wedge into the through hole and fixing the first fixing body, it is possible to maintain sufficient tension and perform stable tension fixing.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図a乃至cは本発明の実施例に係るFRP
製ロープの緊張定着方法を示す一部縦断側面図、
第2図a及びbはそれぞれ楔を示す側面図及び正
面図、第3図aはアンカーヘツドを示す正面図、
同図bは同図aのA−A断面図、第4図は係合部
材を示す斜視図、第5図は従来のロープの緊張定
着方法を示す縦断面図である。 1…第1の定着体、2…第2の定着体、3…
楔、3a…中心孔、3b…頭部、3c…外周面、
3d…相互対向面、3e…内周面、3f…段付
溝、4…アンカーヘツド、4a…貫通孔、4b…
内周面、4c…小雌ねじ、5…ロープ、6…係合
部材、6a…挟持片、6b…係合面、6c…手掛
け部、7…リテイニングプレート、7a…貫通
孔、8…支圧板、8a…透孔、9…センターホー
ルジヤツキ、10…コンクリート構造物、10a
…空洞、11…ラムチエアー、12…シリンダ
ー、13…緊張用ラム、14…押圧用ラム、15
…シース、16…係合部材、17…リテイニング
プレート、18…支圧板、18a…透孔、19…
定着体。
Figures 1a to 1c are FRPs according to embodiments of the present invention.
A partially longitudinal side view showing a tension fixing method for a manufactured rope;
Figures 2a and b are side and front views showing the wedge, respectively; Figure 3a is a front view showing the anchor head;
FIG. 4 is a perspective view showing an engaging member, and FIG. 5 is a longitudinal sectional view showing a conventional rope tension fixing method. 1... First fixing body, 2... Second fixing body, 3...
Wedge, 3a...center hole, 3b...head, 3c...outer peripheral surface,
3d...Mutually opposing surfaces, 3e...Inner peripheral surface, 3f...Stepped groove, 4...Anchor head, 4a...Through hole, 4b...
Inner peripheral surface, 4c... Small internal thread, 5... Rope, 6... Engaging member, 6a... Clamping piece, 6b... Engaging surface, 6c... Hand grip portion, 7... Retaining plate, 7a... Through hole, 8... Bearing plate , 8a... Through hole, 9... Center hole jack, 10... Concrete structure, 10a
...Cavity, 11...Ram chair air, 12...Cylinder, 13...Tensioning ram, 14...Pressing ram, 15
... Sheath, 16... Engaging member, 17... Retaining plate, 18... Bearing plate, 18a... Through hole, 19...
Fixation body.

Claims (1)

【特許請求の範囲】[Claims] 1 FRP製ロープが挿通される平滑な中心孔を
有し複数の縦割り分割体からなり全体として外周
面が円錐状をなす楔と該楔が頭部を突出した状態
で挿入されるテーパ状の貫通孔を有するアンカー
ヘツドとを備えた第1の定着体及び第2の定着体
を使用し、前記ロープを定着させる対象となる構
造物端部に前記第1の定着体及びセンターホール
ジヤツキを配置するとともに、該センターホール
ジヤツキの端部に前記第2の定着体を配置し、該
第2の定着体の外側へ突出させた前記ロープの外
周面の所定位置に前記楔に係合する係合部材を固
定し、前記センターホールジヤツキの緊張用ラム
を操作し前記ロープの緊張力を利用して前記係合
部材で前記第2の定着体のアンカーヘツドの貫通
孔へ前記楔を押込みつつ該第2の定着体を介して
前記ロープを緊張させた状態にて、前記センター
ホールジヤツキの押圧用ラムを伸長させて、前記
第1の定着体のアンカーヘツドの貫通孔へ楔を押
込み該第1の定着体を定着させることを特徴とす
るFRP製ロープの緊張定着方法。
1. A wedge that has a smooth center hole through which an FRP rope is inserted and is made up of a plurality of vertically divided bodies and has a conical outer surface as a whole, and a tapered wedge that is inserted with the wedge's head protruding. A first fixing body and a second fixing body each having an anchor head having a through hole are used, and the first fixing body and the center hole jack are attached to the end of the structure to which the rope is to be fixed. At the same time, the second fixing body is placed at the end of the center hole jack, and the wedge is engaged with the wedge at a predetermined position on the outer peripheral surface of the rope protruding outside of the second fixing body. Fixing the engaging member, operating the tensioning ram of the center hole jack, and using the tensioning force of the rope, the engaging member pushes the wedge into the through hole of the anchor head of the second fixing body. while stretching the pressing ram of the center hole jack and pushing the wedge into the through hole of the anchor head of the first anchor while keeping the rope under tension through the second anchor. A method for tension fixing an FRP rope, the method comprising fixing the first fixing body.
JP11812187A 1987-05-16 1987-05-16 Method for tensioning and fixing frp rope Granted JPS63288285A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11812187A JPS63288285A (en) 1987-05-16 1987-05-16 Method for tensioning and fixing frp rope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11812187A JPS63288285A (en) 1987-05-16 1987-05-16 Method for tensioning and fixing frp rope

Publications (2)

Publication Number Publication Date
JPS63288285A JPS63288285A (en) 1988-11-25
JPH0333834B2 true JPH0333834B2 (en) 1991-05-20

Family

ID=14728552

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11812187A Granted JPS63288285A (en) 1987-05-16 1987-05-16 Method for tensioning and fixing frp rope

Country Status (1)

Country Link
JP (1) JPS63288285A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104805841B (en) * 2015-02-28 2016-11-30 河海大学 A kind of prestressed FRP rebar anchor pole anchor head
CN106192768B (en) * 2016-08-31 2018-04-06 襄阳中铁宏吉工程技术有限公司 A kind of pressing device and steel strand prestress tensioning system

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50135871U (en) * 1974-04-25 1975-11-08
JPS5087370U (en) * 1974-11-21 1975-07-24
JPS5730436A (en) * 1980-07-30 1982-02-18 Nippon Telegr & Teleph Corp <Ntt> Frame synchronism system

Also Published As

Publication number Publication date
JPS63288285A (en) 1988-11-25

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