JPH06287949A - Fixing device of frp cable - Google Patents

Fixing device of frp cable

Info

Publication number
JPH06287949A
JPH06287949A JP9836193A JP9836193A JPH06287949A JP H06287949 A JPH06287949 A JP H06287949A JP 9836193 A JP9836193 A JP 9836193A JP 9836193 A JP9836193 A JP 9836193A JP H06287949 A JPH06287949 A JP H06287949A
Authority
JP
Japan
Prior art keywords
cable
frp
tension
fixing device
slide groove
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9836193A
Other languages
Japanese (ja)
Other versions
JP3151645B2 (en
Inventor
Ei Hodohodo Hotsusamu
エイ ホドホド ホッサム
Yoshihisa Masuda
芳久 増田
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP09836193A priority Critical patent/JP3151645B2/en
Publication of JPH06287949A publication Critical patent/JPH06287949A/en
Application granted granted Critical
Publication of JP3151645B2 publication Critical patent/JP3151645B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To prevent the rupture of a cable by fixing a fixing device formed of a female cone having a projection and a base having a slide groove to one end of the cable, bringing the projection into contact with the slide groove when a tension is imparted to the cable, and protruding the projection into the groove when an excessive load acts thereon. CONSTITUTION:A fixing device 10 formed of a wedge 11, a female cone 12, and a base 13 is fixed to one end of a FRP cable 20 having no property corresponding to the yielding phenomenon of PC steel. The projection 124 of the female cone 12 is set in such a manner that it has a prescribed tension when a tension is imparted to the cable 20 to bring the projection 124 into contact with the slide groove 132 of the base 13. When an unexpected excessive load acts on the cable 20, the projection 124 is protruded into the slide groove 132. Thus, the rupture of the cable can be prevented even when the excessive load by an earthquake acts thereon.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、プレストレスコンクリ
ートや地中アンカーなどにおけるFRPケーブルの定着
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an FRP cable fixing device for prestressed concrete or underground anchors.

【0002】[0002]

【従来の技術】プレストレスコンクリート構造物などの
緊張材としてFRP製ケーブルを適用することが研究さ
れている。FRP製ケーブルを鋼製のPC鋼材と比較す
ると、その使用利点は、 軽量であり取扱いが容易である。 錆びる心配がなく、耐久性に優れている。 非磁性体である。 破断緊張強度が大きい。 などが挙げられる。また、FRP製ケーブルを使用する
際の欠点としては、 剪断強度が小さい。 PC鋼材の降伏現象に相当する性質がない。 などが挙げられる。
2. Description of the Related Art The application of FRP cables as tension materials for prestressed concrete structures has been studied. Comparing FRP cable with steel PC steel, its advantages are light weight and easy handling. Has excellent durability without worrying about rusting. It is a non-magnetic material. High breaking strength. And so on. Further, as a drawback when using the FRP cable, the shear strength is small. There is no property equivalent to the yield phenomenon of PC steel. And so on.

【0003】[0003]

【本発明が解決しようとする問題点】従来のFRP製ケ
ーブルの定着技術には、次のような問題点がある。FR
P製ケーブルはPC鋼材の降伏現象に相当する性質を有
していない。即ち、FRP製ケーブルの両端を固定して
ケーブルにかかる緊張力を上げていくと、弾性的な性状
のまま脆性破断により引張破壊してしまう。この為、F
RP製ケーブルを用いた構造物に予期しない過大荷重が
作用した場合、瞬間的に部材耐力を超えてしまう結果、
PC鋼材を用いた構造物のようなねばりを発揮すること
なく、突然破壊に至るといった非常に危険な破壊形態を
とる。
[Problems to be Solved by the Invention] The conventional fixing technique for FRP cables has the following problems. FR
The P cable does not have the property equivalent to the yield phenomenon of PC steel. That is, when both ends of the FRP cable are fixed and the tension applied to the cable is increased, the FRP cable is ruptured in tension due to brittle fracture while maintaining its elastic properties. Therefore, F
When an unexpectedly large load is applied to a structure that uses RP cables, the member yield strength is momentarily exceeded,
It does not exhibit the tenacity of a structure made of PC steel material, and takes a very dangerous failure mode such as sudden failure.

【0004】[0004]

【本発明の目的】本発明は以上の点に鑑みて成されたも
ので、その目的とするところは、緊張材として使用する
FRPケーブルにPC鋼材の塑性変形に相当する降伏現
象を付与し、FRPケーブルを用いた構造物の瞬間的な
崩壊を回避するFRPケーブルの定着装置を提供するこ
とにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object of the present invention is to impart a yield phenomenon corresponding to plastic deformation of PC steel to an FRP cable used as a tension material, An object of the present invention is to provide a fixing device for an FRP cable that avoids instantaneous collapse of a structure using the FRP cable.

【0005】[0005]

【問題点を解決するための手段】即ち本発明は、ケーブ
ルを支持する筒部材と、前記筒部材を摺動自在に収容す
る外筒とにより構成し、前記筒部材と外筒との相対向す
る摺動面に、突起体と、ケーブルに一定張力が作用した
ときに前記突起体の嵌入を許容するスライド溝とを夫々
形成したFRPケーブルの定着装置である。
That is, the present invention comprises a tubular member for supporting a cable and an outer barrel for slidably accommodating the tubular member, and the tubular member and the outer barrel face each other. The fixing device for an FRP cable has protrusions and slide grooves that allow the protrusions to be fitted when a constant tension acts on the cable.

【0006】[0006]

【実施例1】以下図面を参照しながら本発明の一実施例
について説明する。尚、本実施例は構造物内のFRPケ
ーブルを定着する定着装置であるが、本発明は地盤内な
どでFRPケーブルを定着する場合にも適用できる。
Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings. Although the present embodiment is the fixing device for fixing the FRP cable in the structure, the present invention can be applied to the case of fixing the FRP cable in the ground.

【0007】<イ>定着装置(図1) 図1に本発明に係る定着装置10を示す。定着装置10
は、FRPケーブル20を把持する先細り状を呈する楔
11と、この楔11を取り付ける雌コーン12と、この
雌コーン12を収容する台座13とにより構成される。
以下各部について詳述する。
<A> Fixing Device (FIG. 1) FIG. 1 shows a fixing device 10 according to the present invention. Fixing device 10
Is composed of a wedge 11 having a tapered shape that holds the FRP cable 20, a female cone 12 to which the wedge 11 is attached, and a pedestal 13 that accommodates the female cone 12.
Each part will be described in detail below.

【0008】<ロ>楔(図1) 楔11は、先細り状を呈し、中心軸部に定着予定のFR
Pケーブル20外径よりやや小径の貫通孔111を有す
る円錐台形体を、複数に縦割り分割したものである。こ
の楔11は、前記貫通孔111の内面に円周方向へ突条
を形成しており、貫通孔111内のFRPケーブル20
を把持できる様になっている。尚、楔11はその他の公
知のものでも採用できる。
<B> Wedge (Fig. 1) The wedge 11 has a tapered shape and is an FR which is to be fixed to the central shaft portion.
A truncated cone having a through hole 111 having a diameter slightly smaller than the outer diameter of the P cable 20 is vertically divided into a plurality of pieces. The wedge 11 has a ridge formed in the circumferential direction on the inner surface of the through hole 111, and the FRP cable 20 in the through hole 111 is formed.
Can be gripped. The wedge 11 may be any other known wedge.

【0009】<ハ>雌コーン(図1) 雌コーン12は、大径部121及び小径部122を軸方
向に連設した筒体であって、その中心軸部に前記楔11
を装着するテーパー孔123を開設している。また雌コ
ーン12は、前記大径部121の外周面に中心軸部から
放射状に複数の突起124が突設されている。この突起
124の突出方向断面は、矩形の中心軸と平行する辺を
中膨れとした形状を呈しているが、円形、楕円形、その
他の形状でも良い。
<C> Female Cone (FIG. 1) The female cone 12 is a cylindrical body in which a large diameter portion 121 and a small diameter portion 122 are connected in an axial direction, and the wedge 11 is provided at the center axis portion thereof.
A taper hole 123 for mounting is installed. Further, the female cone 12 has a plurality of projections 124 radially provided on the outer peripheral surface of the large-diameter portion 121 from the central axis portion. The cross section of the protrusion 124 in the protruding direction has a shape in which the side parallel to the central axis of the rectangle is swollen, but it may be circular, elliptical, or any other shape.

【0010】<ニ>台座(図1) 台座13は、前記雌コーン12を支承する部位であり、
雌コーン12を収容する収容孔131を開設した筒体で
形成されている。収容孔131の内周面には、軸方向に
向けてスライド溝132が刻設されている。スライド溝
132は、前記雌コーン12の突起124がスライドす
るための溝であり、その突起124の突設位置に対応し
て配置し、突起124の突出長より深くなる様に設定す
る。スライド溝132の溝幅は、突起124の最大横幅
より狭く設定する。即ち、使用するFRPケーブル20
の破断緊張力が加わる前に突起124がスライド溝13
2内に圧入しスライドしていく様に、スライド溝132
の溝幅と突起124の最大横幅を設定すればよい。スラ
イド溝132の溝幅と突起124の横幅の設定は、雌コ
ーン12及び台座13の材質によっても変わってくる。
また、スライド溝132の溝幅を突起124のスライド
方向に向けて狭くなる様に形成しても良い。
<D> Pedestal (FIG. 1) The pedestal 13 is a portion for supporting the female cone 12,
It is formed of a cylindrical body having an accommodation hole 131 for accommodating the female cone 12. A slide groove 132 is formed on the inner peripheral surface of the accommodation hole 131 in the axial direction. The slide groove 132 is a groove through which the protrusion 124 of the female cone 12 slides, is arranged corresponding to the protruding position of the protrusion 124, and is set to be deeper than the protrusion length of the protrusion 124. The groove width of the slide groove 132 is set to be narrower than the maximum lateral width of the protrusion 124. That is, the FRP cable 20 used
Before the breaking tension force of the
Slide groove 132 so that it press-fits into 2 and slides
The groove width and the maximum lateral width of the protrusion 124 may be set. The setting of the groove width of the slide groove 132 and the lateral width of the protrusion 124 varies depending on the materials of the female cone 12 and the pedestal 13.
Further, the groove width of the slide groove 132 may be formed so as to become narrower in the sliding direction of the protrusion 124.

【0011】<ホ>FRPケーブル(図1) FRPケーブル20は、降伏能力のないFRPケーブル
であり、例えば新素材繊維、炭素、グラス、アラミドな
どからなるものが対象となる。
<E> FRP cable (FIG. 1) The FRP cable 20 is a FRP cable that does not have a yield capability, and is made of, for example, a new material fiber, carbon, glass, aramid or the like.

【0012】[0012]

【作用】次にFRPケーブルの定着方法について説明す
る。 <イ>定着装置のセット(図2) 定着装置10を構造物30から延出するFRPケーブル
20の一端に装着する。 即ち、FRPケーブル20を
孔41に挿通して支圧板40を構造物30に設置し、台
座13の収容孔123内に雌コーン12の小径部122
を挿入し雌コーン12のテーパー孔123内に楔11を
装着して順次FRPケーブル20を挿通し支圧板40上
に設置する。そして、図示しないFRPケーブル20の
他端側に初期緊張力を与えて、FRPケーブル20を定
着する。この定着時には、雌コーン12の突起124は
スライド溝132端部で支承されている。尚、前記台座
13や前記支圧板40については、台座13と支圧板4
0を一体に形成する場合や台座13の外形を所定の大き
さに設定して支圧板を兼用させる場合もある。
Next, a method of fixing the FRP cable will be described. <B> Fixing Device Set (FIG. 2) The fixing device 10 is attached to one end of the FRP cable 20 extending from the structure 30. That is, the FRP cable 20 is inserted into the hole 41, the pressure support plate 40 is installed in the structure 30, and the small diameter portion 122 of the female cone 12 is inserted into the accommodation hole 123 of the pedestal 13.
Is inserted, the wedge 11 is mounted in the tapered hole 123 of the female cone 12, and the FRP cable 20 is sequentially inserted and set on the pressure support plate 40. Then, an initial tension is applied to the other end side of the FRP cable 20 (not shown) to fix the FRP cable 20. At the time of this fixing, the protrusion 124 of the female cone 12 is supported by the end of the slide groove 132. Regarding the pedestal 13 and the bearing plate 40, the pedestal 13 and the bearing plate 4
In some cases, 0 is integrally formed, or in some cases, the outer shape of the pedestal 13 is set to a predetermined size so as to serve also as a bearing plate.

【0013】<ロ>緊張力増加時(図3) 地震などで構造物30に過剰な荷重が加わると、FRP
ケーブル20に破断緊張力以上の引張力が加わる場合が
ある。しかし、FRPケーブル20に作用する緊張力が
破断緊張力に達する前に、FRPケーブル20の緊張力
により、台座13のスライド溝132内に雌コーン12
の突起124が引き込まれる。この為、FRPケーブル
20の定着端部が緊張方向に移動するので、FRPケー
ブル20に作用する緊張力が減少する。従って、FRP
ケーブル20に破断緊張力以上の引張力が加わっても、
FRPケーブル20を破断させずに定着させておくこと
が可能となる。
<B> When tension increases (FIG. 3) When an excessive load is applied to the structure 30 due to an earthquake or the like, the FRP
In some cases, a tensile force higher than the breaking tension force is applied to the cable 20. However, before the tension acting on the FRP cable 20 reaches the breaking tension, the tension of the FRP cable 20 causes the female cone 12 to be inserted into the slide groove 132 of the pedestal 13.
Of the projection 124 is retracted. Therefore, the fixing end portion of the FRP cable 20 moves in the tension direction, and the tension force acting on the FRP cable 20 is reduced. Therefore, FRP
Even if tensile force more than breaking tension is applied to the cable 20,
It is possible to fix the FRP cable 20 without breaking it.

【0014】次にFRPケーブルの降伏能力について説
明する。 <ハ>降伏能力(図4、図5、図6) 図4に示す様に、定着したFRPケーブル20の引張力
を増加させていくと、FRPケーブル20に作用する緊
張力も増加し、その緊張力が所定値を越えると突起12
4がスライド溝132内へ進入していく。更に、引張力
を増加させ続けると、突起124は支圧板40と当接
し、それ以上はスライドせずFRPケーブル20内に作
用する緊張力が増加する。以上の過程を図5のグラフを
基に説明すると、突起124がの位置においてはFR
Pケーブル引張力がそのままFRPケーブル20内に作
用するので、FRPケーブル引張力の増加に伴いFRP
ケーブル20に作用する緊張力も増加する。 そして、
FRPケーブルに作用する緊張力が所定値に達すると、
の様に、突起124はスライドし始め、この時FRP
ケーブル引張力が増加してもFRPケーブル20内に作
用する緊張力は殆ど変化しない。突起124がスライド
溝132の端部、即ちの位置までスライドして支圧板
40に当接すると、再びFRPケーブル引張力の増加に
伴いFRPケーブル20内に作用する緊張力も増加して
いく。そして、FRPケーブル20内に作用する緊張力
が破断緊張力Tに達するとFRPケーブル20は破断す
る。図6に従来の定着装置によるFRPケーブル引張力
−FRPケーブルに作用する緊張力特性のグラフを示
す。図6の従来の緊張力特性に対して、図5では本発明
の定着方法により降伏能力を有さないFRPケーブル2
0を使用して、降伏能力を有するFRPケーブルと同様
な緊張力特性が得られている。
Next, the yield capability of the FRP cable will be described. <C> Yield capacity (FIGS. 4, 5, and 6) As shown in FIG. 4, when the tensile force of the fixed FRP cable 20 is increased, the tension force acting on the FRP cable 20 is also increased, and the tension is increased. When the force exceeds a specified value, the protrusion 12
4 enters the slide groove 132. Further, when the tensile force is continuously increased, the protrusion 124 abuts on the pressure bearing plate 40, and the tension force acting on the FRP cable 20 increases without sliding further. The above process will be described with reference to the graph of FIG.
Since the P cable tensile force acts on the FRP cable 20 as it is, as the FRP cable tensile force increases, the FRP cable increases.
The tension acting on the cable 20 also increases. And
When the tension force acting on the FRP cable reaches a predetermined value,
, The protrusion 124 begins to slide, and at this time the FRP
Even if the cable pulling force increases, the tension force acting on the FRP cable 20 hardly changes. When the protrusion 124 slides to the end portion of the slide groove 132, that is, the position of and contacts the pressure bearing plate 40, the tension force acting in the FRP cable 20 also increases as the FRP cable tensile force increases. When the tension force acting on the FRP cable 20 reaches the breaking tension force T, the FRP cable 20 breaks. FIG. 6 shows a graph of the FRP cable tensile force versus the tension force characteristic acting on the FRP cable by the conventional fixing device. In contrast to the conventional tension characteristic of FIG. 6, in FIG. 5, the FRP cable 2 which does not have the yielding ability by the fixing method of the present invention.
0 has been used to obtain tension characteristics similar to FRP cables with yield capability.

【0015】[0015]

【実施例2】図7に示す様に、本発明にかかる定着装置
は、実施例1の突起124を台座13の収容孔131内
周面に突設し、スライド溝132を雌コーン12の大径
部121外周面に刻設したものでも良い。
Second Embodiment As shown in FIG. 7, in the fixing device according to the present invention, the protrusion 124 of the first embodiment is provided on the inner peripheral surface of the accommodation hole 131 of the pedestal 13 and the slide groove 132 is formed in the large size of the female cone 12. It may be engraved on the outer peripheral surface of the diameter portion 121.

【0016】[0016]

【実施例3】実施例1及び実施例2の突起124とスラ
イド溝132は、台座13の収容孔131内周面と雌コ
ーン12の大径部121外周面に夫々組み合わせて形成
しても良い。即ち、台座13の収容孔131内周面に突
起124とスライド溝132を形成し、雌コーン12の
大径部121外周面に突起124に対応するスライド溝
とスライド溝132に対応する突起を形成しても、前記
実施例1及び実施例2と同様な作用効果を得ることがで
きる。
[Third Embodiment] The protrusions 124 and the slide grooves 132 of the first and second embodiments may be formed in combination with the inner peripheral surface of the accommodation hole 131 of the pedestal 13 and the outer peripheral surface of the large diameter portion 121 of the female cone 12, respectively. . That is, the protrusion 124 and the slide groove 132 are formed on the inner peripheral surface of the accommodation hole 131 of the pedestal 13, and the slide groove corresponding to the protrusion 124 and the protrusion corresponding to the slide groove 132 are formed on the outer peripheral surface of the large diameter portion 121 of the female cone 12. Even in this case, it is possible to obtain the same effects as those of the first and second embodiments.

【0017】[0017]

【実施例4】前記実施例1〜3で用いるケーブル20の
支持手段は、楔11と雌コーン12以外に、ケーブル2
0を支持できる公知の支持構造を採用することができ
る。
[Fourth Embodiment] The supporting means of the cable 20 used in the first to third embodiments is not limited to the wedge 11 and the female cone 12, but the cable 2
A known support structure capable of supporting 0 can be adopted.

【0018】[0018]

【実施例5】本実施例は、ケーブルに降伏能力を有する
PC鋼材を利用する場合の定着装置及び定着方法であ
る。ケーブル20に導入予定の緊張力以上の緊張力が加
わるとスライドする様に、図1の雌コーン12の突起1
24と台座13のスライド溝132との形状又は材質な
どを設定しておく。そして、ケーブル20緊張定着時に
導入予定緊張力よりやや大きい緊張力でケーブル20を
緊張して定着する。ケーブル20の定着装置10は、ケ
ーブル20に作用する緊張力が導入予定の緊張力になる
までスライドして定着する。従って、ケーブル20に導
入予定の緊張力を確実に導入することができる。
[Embodiment 5] This embodiment relates to a fixing device and a fixing method when a PC steel material having a yield capability is used for a cable. The protrusion 1 of the female cone 12 shown in FIG. 1 slides when a tension force larger than the tension force to be introduced is applied to the cable 20.
The shape and material of the slide groove 132 of the pedestal 13 and the base 24 are set. Then, when the tension of the cable 20 is fixed, the tension of the cable 20 is increased by a tension force slightly larger than the tension force to be introduced. The fixing device 10 for the cable 20 slides and fixes until the tension force acting on the cable 20 reaches the tension force to be introduced. Therefore, it is possible to reliably introduce the tension force to be introduced into the cable 20.

【0019】[0019]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。 <イ> 降伏能力のないFRPケーブルを使用し、FR
Pケーブル定着部を所定の緊張力でスライドさせること
により、降伏能力のあるFRPケーブルと同等の緊張特
性を付与することができる。従って、降伏能力のないF
RPケーブルに破断緊張力以上の引張力が加わっても、
そのFRPケーブルを破断させることなく定着させるこ
とができる。
Since the present invention is as described above, the following effects can be obtained. <B> Use an FRP cable that does not have a yield capability and use FR
By sliding the P cable fixing portion with a predetermined tension force, it is possible to impart a tension characteristic equivalent to that of an FRP cable having a yield capability. Therefore, F without the ability to yield
Even if a tensile force exceeding the breaking tension is applied to the RP cable,
The FRP cable can be fixed without breaking.

【0020】<ロ> ケーブルに導入予定の緊張力で定
着装置がスライドする様に、雌コーンの突起及び台座の
スライド溝の設定を調整する。そして、ケーブル緊張定
着時にやや大きい緊張力でケーブルを緊張して定着すれ
ば、定着装置はケーブルに作用する緊張力が導入予定の
緊張力になるまでスライドして定着する。従って、緊張
時の初期緊張力が過剰であってもその影響を受けず、構
造物の変形や地盤のクリープなどに対応でき、ケーブル
に有効な緊張力を確実に導入し続けることができる。
<B> The settings of the projection of the female cone and the slide groove of the pedestal are adjusted so that the fixing device slides by the tension force to be introduced into the cable. Then, if the cable is tensioned and fixed with a slightly large tension at the time of fixing the cable tension, the fixing device slides and fixes until the tension acting on the cable reaches the tension expected to be introduced. Therefore, even if the initial tension force at the time of tension is excessive, it is not affected, and it is possible to cope with the deformation of the structure and the creep of the ground, and it is possible to surely continue to introduce the effective tension force to the cable.

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

【図1】 定着装置の斜視図FIG. 1 is a perspective view of a fixing device.

【図2】 定着装置の側方断面図FIG. 2 is a side sectional view of the fixing device.

【図3】 定着方法の説明図FIG. 3 is an explanatory diagram of a fixing method.

【図4】 定着方法の説明図FIG. 4 is an explanatory diagram of a fixing method.

【図5】 本発明の定着装置によるFRPケーブル緊張
力特性グラフ
FIG. 5 is a graph of a FRP cable tension force characteristic graph according to the fixing device of the present invention.

【図6】 従来の定着装置によるFRPケーブル緊張力
特性グラフ
FIG. 6 is a graph of FRP cable tension force characteristics of a conventional fixing device.

【図7】 実施例2の定着装置の斜視図FIG. 7 is a perspective view of a fixing device according to a second exemplary embodiment.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ケーブルを支持する筒部材と、 前記筒部材を摺動自在に収容する外筒とにより構成し、 前記筒部材と外筒との相対向する摺動面に、突起体と、
ケーブルに一定張力が作用したときに前記突起体の嵌入
を許容するスライド溝とを夫々形成した、 FRPケーブルの定着装置。
1. A cylindrical member for supporting a cable, and an outer cylinder slidably accommodating the cylindrical member, wherein projections are provided on sliding surfaces of the cylindrical member and the outer cylinder facing each other.
A fixing device for an FRP cable, wherein a slide groove is formed to allow the protrusion to be fitted when a constant tension is applied to the cable.
JP09836193A 1993-04-02 1993-04-02 FRP cable fixing device Expired - Fee Related JP3151645B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09836193A JP3151645B2 (en) 1993-04-02 1993-04-02 FRP cable fixing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09836193A JP3151645B2 (en) 1993-04-02 1993-04-02 FRP cable fixing device

Publications (2)

Publication Number Publication Date
JPH06287949A true JPH06287949A (en) 1994-10-11
JP3151645B2 JP3151645B2 (en) 2001-04-03

Family

ID=14217748

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09836193A Expired - Fee Related JP3151645B2 (en) 1993-04-02 1993-04-02 FRP cable fixing device

Country Status (1)

Country Link
JP (1) JP3151645B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100472135B1 (en) * 2002-05-28 2005-03-08 박병구 Anchor System for length control
KR100922082B1 (en) * 2009-02-24 2009-10-16 (주)부흥이엔에이치 Ground anchor
WO2017006647A1 (en) * 2015-07-08 2017-01-12 小松精練株式会社 Attachment structure for fiber reinforced plastic cable, manufacturing method for same, strength test method, and sample for strength test

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100472135B1 (en) * 2002-05-28 2005-03-08 박병구 Anchor System for length control
KR100922082B1 (en) * 2009-02-24 2009-10-16 (주)부흥이엔에이치 Ground anchor
WO2017006647A1 (en) * 2015-07-08 2017-01-12 小松精練株式会社 Attachment structure for fiber reinforced plastic cable, manufacturing method for same, strength test method, and sample for strength test
JP2017020217A (en) * 2015-07-08 2017-01-26 国立研究開発法人物質・材料研究機構 Anchorage structure for fiber-reinforced plastic cable, method of manufacturing the same, strength test method, and sample for strength test

Also Published As

Publication number Publication date
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