JPH07158210A - Frp tendon - Google Patents

Frp tendon

Info

Publication number
JPH07158210A
JPH07158210A JP34155793A JP34155793A JPH07158210A JP H07158210 A JPH07158210 A JP H07158210A JP 34155793 A JP34155793 A JP 34155793A JP 34155793 A JP34155793 A JP 34155793A JP H07158210 A JPH07158210 A JP H07158210A
Authority
JP
Japan
Prior art keywords
frp
synthetic resin
layer
resin layer
covered
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP34155793A
Other languages
Japanese (ja)
Inventor
Takehiko Kato
武彦 加藤
Norimitsu Hayashida
則光 林田
Atsuo Morii
惇雄 森井
Yoshihiro Abe
吉弘 阿部
Osamu Fujiwara
修 藤原
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.)
Suzuki Metal Industry Co Ltd
Kumagai Gumi Co Ltd
Original Assignee
Suzuki Metal Industry Co Ltd
Kumagai Gumi 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 Suzuki Metal Industry Co Ltd, Kumagai Gumi Co Ltd filed Critical Suzuki Metal Industry Co Ltd
Priority to JP34155793A priority Critical patent/JPH07158210A/en
Publication of JPH07158210A publication Critical patent/JPH07158210A/en
Pending legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Laminated Bodies (AREA)

Abstract

PURPOSE:To carry out effective unbonding surface treatment to a FRP member. CONSTITUTION:Carbon fiber, araimd fiber and glass fiber which are reinforced with plastics are used as FRP members 12 being the core materials of FRP tendons 10. Various types, namely bar type, twisted wire type and braid type are used as the members 12. The synthetic resin of polyethylene or polytetrafluorethylene which is small in the coefficient of surface friction is applied to the surface of the FRP member 12 as the first layer to form a synthetic resin layer 14. Especially a polytetrafluorethylene tape is small in the coefficient of friction and easy in covering work. The outer surface of the synthetic layer 14 is covered with a plastic sheath 16, and the covered layer 14 is the outermost surface of the FRP tension member 14. The surface of the FRP member is generally nonsmooth, and especially the surface of twisted wire type or braid type FRP member 12 is large in an irregularity, but can be smoothed by the covered synthetic resin layer 14, and a slide is carried out between the synthetic resin layer 14 and the plastic sheath 16 to make unbonding practicable.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は強化プラスチック繊維緊
張材(以下、FRP緊張材という。)に関し、特に、プ
レストレストコンクリート(以下、PCという。)構造
物に使用するためのアンボンド化表面処理を施したFR
P緊張材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced plastic fiber tension material (hereinafter referred to as "FRP tension material"), and particularly to an unbonded surface treatment for use in a prestressed concrete (hereinafter referred to as PC) structure. FR
It relates to P tension material.

【0002】[0002]

【従来技術とその問題点】PC構造物の構築方法には、
主として工場製品に適用されるプレテンション方式と、
現場打ちのPC構造物に適用されるポストテンション方
式とがある。ポストテンション方式は、現場でコンクリ
ートを打設した後、PC緊張材にプレストレスを与える
ものであり、大別して、予め、構造物にシースを入れ
ておき、プレストレス導入後シースとPC緊張材の間に
セメントミルクなどのグラウト材を注入して構造物とし
ての一体化を図る方法と、緊張材の表面にグリース、
被覆材などを用いてアンボンド処理を施したPC緊張材
に、コンクリート打設後、プレストレスを導入してグラ
ウト作業を省き、施工を簡略化する方法とがある。
2. Description of the Related Art The method for constructing a PC structure includes:
A pre-tension method mainly applied to factory products,
There is a post tension method applied to a PC structure cast in situ. The post-tensioning method pre-stresses the PC tension material after placing concrete at the site, and roughly divides it into a structure and puts a sheath in the structure beforehand. A method of injecting grout material such as cement milk between them to integrate them as a structure, and grease on the surface of the tension material,
There is a method of simplifying construction by introducing pre-stress into a PC tension material that has been unbonded with a covering material or the like after placing concrete and omitting grout work.

【0003】従来、アンボンド処理はPC鋼棒やPC鋼
より線などのPC鋼材に対して行われている。PC鋼棒
の場合、その表面は滑らかでストレートであるため、粘
性のあるアスファルト系の被膜を施し、その上から滑り
を良くするために、保護紙などを被せている。また、ア
ンボンドPC鋼棒およびアンボンドPC鋼より線の場合
には、鋼材の外周に防錆と潤滑性に優れたグリースを施
し、ポリエチレン製などのシースで被覆している。
Conventionally, unbonding treatment has been performed on PC steel materials such as PC steel rods and PC steel strands. In the case of a PC steel rod, the surface is smooth and straight, so a viscous asphalt-based film is applied, and a protective paper or the like is covered on the PC steel bar to improve the slip. In the case of unbonded PC steel rods and unbonded PC steel strands, grease having excellent rust prevention and lubricity is applied to the outer circumference of the steel material and covered with a sheath made of polyethylene or the like.

【0004】また、外傷や腐食に対する耐久性を向上さ
せるために、二重被覆されたアンボンドPC鋼材も公知
である(特開昭64−10854号公報)。
Further, a double-coated unbonded PC steel material is also known to improve durability against external damage and corrosion (Japanese Patent Laid-Open No. 64-10854).

【0005】このように、従来、PC緊張材としてはP
C鋼材が使用されていたが、PC鋼材は依然として腐食
性の点で難点を有している。そこで最近、PC鋼材の代
わりに、炭素繊維、アラミド繊維、ガラス繊維等をプラ
スチックで強化したFRP緊張材を使用する研究開発が
行われている。
As described above, the conventional PC tension material is P
Although C steel was used, PC steel still suffers from corrosiveness. Therefore, in recent years, research and development have been carried out using FRP tension materials in which carbon fibers, aramid fibers, glass fibers, etc. are reinforced with plastics instead of PC steel materials.

【0006】FRP材は高強度かつ軽量で、耐食性にも
優れた材料であるが、従来のPC鋼材に比し、ヤング係
数が小さく伸び能力も数%しかないため、これをPC構
造に用いた場合には、部材の最終耐力が圧縮側のコンク
リート圧壊ではなく、緊張材の破断により脆性的な破壊
を惹起する虞がある。このような脆性的な破壊性状を示
す部材を圧縮側コンクリートの圧壊に変えて靭性を付与
するには、FRP材にアンボンド被覆を施すことが効果
的である。しかしながら、現在のところ、FRP材に対
する有効なアンボンド化表面処理方法は知られていな
い。
The FRP material is a material having high strength and light weight and excellent corrosion resistance, but it has a smaller Young's modulus and only a few percent of elongation ability as compared with the conventional PC steel material. In this case, the final proof stress of the member is not crushing of the concrete on the compression side, but there is a risk of causing brittle fracture by rupture of the tendons. In order to impart toughness by converting the member exhibiting such brittle fracture property into crushing of the concrete on the compression side, it is effective to apply the unbond coating to the FRP material. However, at present, no effective unbonded surface treatment method for FRP materials is known.

【0007】[0007]

【発明の目的】本発明は、耐久性に優れ、実用性の高い
FRP緊張材を提供することを目的とするものである。
OBJECT OF THE INVENTION It is an object of the present invention to provide a FRP tendon having excellent durability and high practicality.

【0008】[0008]

【発明の概要】本発明のFRP緊張材は、FRP材の表
面が合成樹脂で被覆され、最外表面がプラスチックシー
スで被覆されたことを特徴とするものである。また、前
記合成樹脂層とプラスチックシース間には、摩擦低減材
を介在させてもよい。前記FRP材の表面は前記合成樹
脂層により平滑化され、当該合成樹脂層と前記プラスチ
ックシースとの間で滑らせてアンボンド化が可能とな
る。
SUMMARY OF THE INVENTION The FRP tension material of the present invention is characterized in that the surface of the FRP material is coated with a synthetic resin and the outermost surface is coated with a plastic sheath. A friction reducing material may be interposed between the synthetic resin layer and the plastic sheath. The surface of the FRP material is smoothed by the synthetic resin layer, and the unbonding can be performed by sliding between the synthetic resin layer and the plastic sheath.

【0009】[0009]

【発明の具体的な説明】以下、本発明を図面により具体
的に説明する。
DETAILED DESCRIPTION OF THE INVENTION The present invention will be described in detail below with reference to the drawings.

【0010】図1は、FRP緊張材10の断面図であ
り、芯材であるFRP材12には二重被覆がされてい
る。本発明においてFRP材12としては、炭素繊維、
アラミド繊維、ガラス繊維などをプラスチックで強化し
たものを用いる。また、FRP材12は、棒状タイプ、
より線タイプ、組紐タイプ、いずれのものでも適用可能
である。
FIG. 1 is a cross-sectional view of the FRP tension material 10, in which the FRP material 12 as the core material is double-coated. In the present invention, as the FRP material 12, carbon fiber,
Use aramid fiber, glass fiber, etc. reinforced with plastic. Further, the FRP material 12 is a rod type,
Either a twisted wire type or a braided type can be applied.

【0011】FRP材12の表面には、第1層として表
面の摩擦係数が小さい合成樹脂を塗布あるいは被覆し
て、合成樹脂層14を形成する。当該合成樹脂として
は、ポリエチレン、ポリエステル、および、テフロンの
商標で知られるポリテトラフルオロエチレン等のフッ素
樹脂を挙げることができる。特に、ポリテトラフルオロ
エチレンのテープは、摩擦係数が小さく、被覆作業が容
易であることから、表面被膜として好ましい。更に、こ
の場合、後述するプラスチックシース16との摩擦を小
さくするために、当該テープを二層に巻いてテープ間で
滑らせるように構成し、アンボンド効果を一層発揮させ
るようにしてもよい。
On the surface of the FRP material 12, a synthetic resin layer 14 is formed as a first layer by applying or coating a synthetic resin having a small surface friction coefficient. Examples of the synthetic resin include polyethylene, polyester, and fluororesins such as polytetrafluoroethylene known under the trademark of Teflon. In particular, a tape of polytetrafluoroethylene is preferable as a surface coating because it has a small friction coefficient and the coating operation is easy. Further, in this case, in order to reduce friction with a plastic sheath 16 described later, the tape may be wound in two layers and slid between the tapes to further exert the unbonding effect.

【0012】合成樹脂層14の外表面はプラスチックシ
ース16で被覆され、この層がFRP緊張材10の最外
表面となる。プラスチックシース16は、ポリエチレ
ン、ポリエステル等により製造される。
The outer surface of the synthetic resin layer 14 is covered with a plastic sheath 16, and this layer becomes the outermost surface of the FRP tendon 10. The plastic sheath 16 is made of polyethylene, polyester or the like.

【0013】FRP材の表面は一般に平滑でなく、特
に、より線タイプおよび組紐タイプのFRP材12の表
面は凹凸が大きいが、被覆された合成樹脂層14により
平滑化を図ることができ、合成樹脂層14とプラスチッ
クシース16との間で滑らせてアンボンド化が可能とな
る。
The surface of the FRP material is generally not smooth, and in particular, the surface of the twisted wire type and the braided type FRP material 12 has large irregularities, but the coated synthetic resin layer 14 can be used to smooth the surface. The unbonding can be performed by sliding between the resin layer 14 and the plastic sheath 16.

【0014】図2は、被覆層が3層からなるFRP緊張
材10の断面図であり、同図において図1と同一の層に
は、図1と同一符号を付して説明を省略する。図2に示
す実施例では、合成樹脂層14とプラスチックシース1
6間に、摩擦低減材18を介在させた点が前記実施例と
相違する。摩擦低減材18としては、グリースそのたの
潤滑材、アスファルト、タール等を用いることができ
る。
FIG. 2 is a cross-sectional view of the FRP tension member 10 having three covering layers. In FIG. 2, the same layers as those in FIG. 1 are designated by the same reference numerals and the description thereof will be omitted. In the embodiment shown in FIG. 2, the synthetic resin layer 14 and the plastic sheath 1
6 is different from the above embodiment in that a friction reducing material 18 is interposed between the six. As the friction reducing material 18, grease or other lubricant, asphalt, tar or the like can be used.

【0015】上記FRP緊張材10は、従来のPC鋼材
のアンボンド被覆方法に準じて製造することができる。
即ち、FRP材12の表面に、第1層から順次、熱収縮
チューブを被せて熱収縮させたり、溶融プラスチックを
押出し被覆したり、テープを巻いたり、あるいは、グリ
ースやタールを塗布すればよい。
The FRP tension member 10 can be manufactured according to the conventional unbonding method for PC steel.
That is, the surface of the FRP material 12 may be sequentially covered with a heat-shrinkable tube from the first layer to be heat-shrinked, extruded and coated with molten plastic, wound with a tape, or coated with grease or tar.

【0016】次に、上記FRP緊張材10の作用につい
て説明する。PC構造物用の緊張材としてプレストレス
を導入するには、従来のアンボンドPC鋼材と同じ方法
で行うことができる。また、本発明のFRP緊張材10
はマルチタイプの緊張材としても、従来のアンボンドP
C鋼材と同じ方法で使用することができる。
Next, the operation of the FRP tendon 10 will be described. The introduction of prestress as a tendon for PC structures can be done in the same way as conventional unbonded PC steel. Further, the FRP tension material 10 of the present invention
Is a conventional unbonded P as a multi-type tension material.
It can be used in the same way as C steel.

【0017】更に、現在開発されている緊張材の定着具
のうち、グラウトタイプの定着具をアンボンド被覆され
た緊張材に取り付ける場合には、無垢のFRP材12の
外側にスリーブを被せ、該スリーブとFRP材12の間
にグラウト材を注入して定着する。このとき、FRP材
12の外周面にグリースやアスファルトがあると、FR
P材12とグラウト材の付着強度が低下して、定着効率
が悪くなる。しかし、本発明のFRP緊張材10は、F
RP材12の表面に直接グリース等が接触していないの
で、上記グラウトタイプの定着具を後で取り付ける場合
も、グリース等をわざわざ除去する必要がない。
Further, in the case of attaching the grout type fixing tool to the unbonded tension material, which is one of the fixing materials of the tension material currently being developed, a sleeve is put on the outside of the solid FRP material 12 and the sleeve is covered. A grout material is injected between the FRP material 12 and the FRP material 12 to fix the material. At this time, if grease or asphalt is present on the outer peripheral surface of the FRP material 12, FR
The adhesion strength between the P material 12 and the grout material decreases, and the fixing efficiency deteriorates. However, the FRP tendon 10 of the present invention is
Since grease or the like does not directly contact the surface of the RP material 12, it is not necessary to remove the grease or the like even when the grout type fixing device is attached later.

【0018】[0018]

【発明の効果】本発明のFRP緊張材は、耐腐食性の高
いFRP材に対して効果的なアンボンド化表面処理を行
うことにより、プレストレス導入時の摩擦損失を小さく
するとともに、FRP材の表面を外的損傷から保護する
ことができる。
EFFECTS OF THE INVENTION The FRP tension material of the present invention reduces the friction loss at the time of introducing prestress by performing the effective unbonding surface treatment on the FRP material having high corrosion resistance, and at the same time, The surface can be protected from external damage.

【0019】また、グリース等の潤滑材をFRP材に直
接接触させないでアンボンド処理を行っているので、潤
滑材を除去する手間がかからず、定着具の取り付けが極
めて容易となる。更に、グリース等がFRP材に及ぼす
か否か今のところ不明確な化学的な影響を回避すること
もできる。
Further, since the unbonding process is performed without directly contacting the FRP material with a lubricant such as grease, it is not necessary to remove the lubricant, and the fixing device can be mounted very easily. Furthermore, it is also possible to avoid chemical effects that are unclear at present whether grease or the like affects the FRP material.

【0020】なお、本発明のFRP緊張材はコンクリー
ト部材中に配置して緊張使用するだけでなく、そのま
ま、アウトケーブル、ロックアンカー、アースアンカー
等として使用することも可能である。
The FRP tension member of the present invention can be used not only as a tension member by placing it in a concrete member, but also as it is, as an out cable, a lock anchor, an earth anchor or the like.

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

【図1】本発明に係るFRP緊張材の断面図である。FIG. 1 is a sectional view of an FRP tendon material according to the present invention.

【図2】本発明に係る別のFRP緊張材の断面図であ
る。
FIG. 2 is a cross-sectional view of another FRP tendon material according to the present invention.

【符号の説明】[Explanation of symbols]

10 FRP緊張材 12 FRP材 14 合成樹脂層 16 プラスチックシース 18 摩擦低減材 10 FRP tension material 12 FRP material 14 Synthetic resin layer 16 Plastic sheath 18 Friction reducing material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 森井 惇雄 千葉県習志野市東習志野7丁目8番1号 鈴木金属工業株式会社内 (72)発明者 阿部 吉弘 千葉県習志野市東習志野7丁目8番1号 鈴木金属工業株式会社内 (72)発明者 藤原 修 千葉県習志野市東習志野7丁目8番1号 鈴木金属工業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Yoshio Morii 7-8-1, Higashi Narashino, Narashino-shi, Chiba Suzuki Metal Industry Co., Ltd. (72) Inventor Yoshihiro Abe 7-8-1, Higashi Narashino, Narashino, Chiba Suzuki Metal Industry Co., Ltd. (72) Inventor Osamu Fujiwara 7-8-1, Higashi Narashino, Narashino City, Chiba Prefecture Suzuki Metal Industry Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 FRP材の表面が合成樹脂で被覆され、
最外表面がプラスチックシースで被覆されてなるFRP
緊張材。
1. The surface of the FRP material is coated with a synthetic resin,
FRP with the outermost surface covered with a plastic sheath
Tension material.
【請求項2】 前記合成樹脂層とプラスチックシース間
に、摩擦低減材を介在させてなる請求項1記載のFRP
緊張材。
2. The FRP according to claim 1, wherein a friction reducing material is interposed between the synthetic resin layer and the plastic sheath.
Tension material.
JP34155793A 1993-12-10 1993-12-10 Frp tendon Pending JPH07158210A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34155793A JPH07158210A (en) 1993-12-10 1993-12-10 Frp tendon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34155793A JPH07158210A (en) 1993-12-10 1993-12-10 Frp tendon

Publications (1)

Publication Number Publication Date
JPH07158210A true JPH07158210A (en) 1995-06-20

Family

ID=18346997

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34155793A Pending JPH07158210A (en) 1993-12-10 1993-12-10 Frp tendon

Country Status (1)

Country Link
JP (1) JPH07158210A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1077636A (en) * 1996-09-02 1998-03-24 Natl House Ind Co Ltd Anchor bolt and anchor bolt installation structure
JP2008156983A (en) * 2006-12-26 2008-07-10 Yokohama City New raw material-reinforcing sleeper
WO2010022204A3 (en) * 2008-08-21 2010-07-01 Cesternino Anthony J Carbon fiber reinforced beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1077636A (en) * 1996-09-02 1998-03-24 Natl House Ind Co Ltd Anchor bolt and anchor bolt installation structure
JP2008156983A (en) * 2006-12-26 2008-07-10 Yokohama City New raw material-reinforcing sleeper
WO2010022204A3 (en) * 2008-08-21 2010-07-01 Cesternino Anthony J Carbon fiber reinforced beam

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