JPH0625458B2 - Fixing device for fiber-reinforced plastic tendons - Google Patents
Fixing device for fiber-reinforced plastic tendonsInfo
- Publication number
- JPH0625458B2 JPH0625458B2 JP17054288A JP17054288A JPH0625458B2 JP H0625458 B2 JPH0625458 B2 JP H0625458B2 JP 17054288 A JP17054288 A JP 17054288A JP 17054288 A JP17054288 A JP 17054288A JP H0625458 B2 JPH0625458 B2 JP H0625458B2
- Authority
- JP
- Japan
- Prior art keywords
- fixing device
- fiber
- fixing
- reinforced plastic
- frp
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Piles And Underground Anchors (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は繊維強化プラスチック製(以下、FRPとい
う)の緊張材を地盤アンカーやプレストレス構造体等に
定着せしめる定着装置に関する。The present invention relates to a fixing device for fixing a tension member made of fiber reinforced plastic (hereinafter referred to as FRP) to a ground anchor, a prestressed structure or the like.
炭素繊維、芳香族ポリアミド繊維、ガラス繊維等の繊維
を補強材としたFRPロッドは高引張強度、高引張弾性
率のほか、耐食性、軽量性、電気絶縁性(炭素繊維を除
く)等を備え、鋼材に代わり、地盤アンカーあるいはプ
レストレスコンクリート構造物等の緊張材としての利用
が注目されている。FRP rods made of carbon fiber, aromatic polyamide fiber, glass fiber and other fibers as reinforcements have high tensile strength, high tensile modulus, corrosion resistance, light weight, electrical insulation (excluding carbon fiber), etc. In place of steel, its use as a tension material for ground anchors or prestressed concrete structures is drawing attention.
ところが、これらのFRP緊張材は従来の鋼材の緊張材
のような定着構造、例えばネジを切り定着板等を螺着し
て取付ける構造等とすることはできなかった。また、F
RP緊張材の定着装置として、例えば緊張材の端部を筒
形の定着具に差込み、筒形の中空部に接着剤を充填して
固着せしめる提案もあるが、有機質接着剤あるいはFR
Pの母材樹脂類は剪断力により破壊され易く、引抜に強
い固着強度とすることはむずかしかった。However, these FRP tendons cannot be made into a fixing structure like a conventional steel tension material, for example, a structure in which a screw is cut and a fixing plate or the like is screwed and attached. Also, F
As a fixing device for the RP tension material, for example, there is a proposal to insert the end portion of the tension material into a tubular fixing tool and to fill the tubular hollow portion with an adhesive so as to fix it, but an organic adhesive or FR
The base material resins of P are easily broken by the shearing force, and it was difficult to obtain a strong fixing strength for pulling out.
この発明は上記事情に鑑みなされたものである。その目
的は引抜に対し固着強度が高く、軽量で構造が簡易であ
り、施工性がよく、FRP緊張材の特性を損なうことな
く発揮できる定着を提案するにある。The present invention has been made in view of the above circumstances. Its purpose is to propose a fixing method which has a high fixing strength against pulling out, is lightweight, has a simple structure, has good workability, and can be exhibited without impairing the characteristics of the FRP tension material.
このFRP緊張材の定着装置は、並列する複数本のFR
P緊張材端部の定着装置であって、並列する緊張材は織
物の竪糸状に交互に交差し、この交差する緊張材間に直
交する方向の複数本の定着用ロッドが緯糸状に織込ま
れ、並列する緊張材先端縁部両側面に添付け補強板を固
着してなることを特徴とする。This FRP tension material fixing device has a plurality of FRs arranged in parallel.
In the fixing device for the end portions of the P tension member, the tension members arranged in parallel are alternately crossed in the form of a woven fabric thread, and a plurality of fixing rods in a direction orthogonal to the intersecting tension members are woven in a weft shape. Rarely, it is characterized in that attached reinforcing plates are fixed to both side surfaces of the leading edge portions of the tension members arranged in parallel.
以下、この発明を図示する実施例により説明する。第
1,2図において、炭素繊維を補強繊維,エポキシ樹脂
を母材とする直径3mmの FRP緊張材1複数本が並列して
いる。その端部の定着装置は、並列する緊張材1を織物
の竪糸のように交互に交差し、この交差する緊張材1,
1間に直交する方向の定着用ロッド2を緯糸状に所定の
間隔で複数本織込んである。そして、その先端縁部の並
列する緊張材1の両側面に添付けて、炭素繊維で補強し
たエポキシ樹脂を母材とするFRPの厚さ1mmの補強板
3を4層階段状に段差を設け、エポキシ樹脂で接着して
取付け、構成されている。なお、この実施例では、定着
装置の先端反対側位置には並列するFRP緊張材1の両
側面に直交する方向の引揃用ロッド4,4を対向して配
し、結束紐で結び付け(図示せず)、並列する緊張材1
を引揃えてある。Hereinafter, the present invention will be described with reference to illustrated embodiments. In Figs. 1 and 2, one or more FRP tension members having a diameter of 3 mm and having carbon fibers as reinforcing fibers and epoxy resin as a base material are arranged in parallel. The fixing device at the end portion of the tension members 1 arranged in parallel intersects alternately like a warp of a woven fabric.
A plurality of fixing rods 2 in the direction orthogonal to one are woven in a weft shape at a predetermined interval. Then, a reinforcing plate 3 having a thickness of 1 mm of FRP, which is made of epoxy resin reinforced with carbon fiber as a base material, is attached to both side surfaces of the tension members 1 arranged in parallel at the tip edge portions, and steps are provided in four steps. , Is attached and configured with epoxy resin. In this embodiment, the aligning rods 4 and 4 in the direction orthogonal to both side surfaces of the FRP tension members 1 arranged in parallel are arranged opposite to each other at a position opposite to the tip of the fixing device, and are tied with a binding cord (Fig. (Not shown), tension material 1 in parallel
Are aligned.
この定着装置で用いる定着用ロッドおよび先端縁部に取
付ける補強板はFRP製のほか、金属等であってもよい
が、FRPは耐食性,軽量性を備え、かつ、充分な強度
をもち好適である。補強板の場合は、FRP緊張材と同
種の樹脂を母材とするFRP製とすると接着剤接着する
上で好適である。The fixing rod used in this fixing device and the reinforcing plate attached to the tip edge portion may be made of FRP or metal, but FRP is suitable because it has corrosion resistance and light weight and has sufficient strength. . In the case of a reinforcing plate, it is preferable to use FRP made of a resin of the same type as the FRP tension material as a base material for adhesive bonding.
この定着装置は以上の構成からなり、例えば第3図のご
とく地盤アンカー5内に埋設し、緊張材1を定着する。
このように埋設したこの定着装置では、緊張材に働く引
抜応力は緊張材間に織込んだ複数の定着用ロッドおよび
先端縁部に固着した補強板に伝達される。補強板は緊張
材と固着一体となり支圧強度を発揮して応力を支持し、
同時に定着用ロッドの動きを拘束し定着用ロッドの支圧
強度の向上に機能する。従って、引抜応力は補強板およ
び定着用ロッドで分散支持され、応力が集中せずFRP
緊張材の破断が起こり難い。This fixing device is configured as described above, and is embedded in the ground anchor 5 as shown in FIG. 3, for example, to fix the tension member 1.
In this fixing device embedded in this way, the pull-out stress acting on the tension member is transmitted to the plurality of fixing rods woven between the tension members and the reinforcing plate fixed to the tip edge portion. The reinforcing plate is fixedly integrated with the tension material to exert bearing strength and support stress,
At the same time, it restrains the movement of the fixing rod and improves the bearing strength of the fixing rod. Therefore, the pull-out stress is dispersed and supported by the reinforcing plate and the fixing rod, so that the stress does not concentrate and the FRP
Breakage of tendons is unlikely to occur.
この定着装置は施工現場でも組立てできるが、施工に先
立ち予め、定着用ロッドを織込み、補強板を固着し組立
てておくと、品質のバラツキが少なく、現場作業の能率
可が促進できる。定着ロッドおよび補強板は緊張材の端
部のみであるので、緊張材の巻き込み,巻き戻しなどの
取扱性の低下は起こらない。This fixing device can be assembled at the construction site, but if the fixing rod is woven in advance and the reinforcing plate is fixed and assembled before the construction, there is little variation in quality and the efficiency of field work can be promoted. Since the fixing rod and the reinforcing plate are only the end portions of the tension material, there is no deterioration in handleability such as winding and unwinding of the tension material.
この発明は以上の通りであり、このFRP緊張材の定着
装置は、引抜に対し高い定着強度をもち、FRP緊張材
の特性を損なうことなく発揮できる。また、軽量であ
り、構造が簡易であって施工性が優れている。The present invention is as described above, and this FRP tension member fixing device has high fixing strength against pulling out and can be exhibited without impairing the characteristics of the FRP tension member. Moreover, it is lightweight, has a simple structure, and is excellent in workability.
第1,2図は実施例の定着装置の正面図および側面図、
第3図は地盤アンカーに埋設した定着装置の縦断面図で
ある。 1……FRP緊張材、2……定着用ロッド、3……補強
板、4……引揃用ロッド、5……地盤アンカー。1 and 2 are a front view and a side view of a fixing device according to an embodiment,
FIG. 3 is a vertical sectional view of the fixing device embedded in the ground anchor. 1 ... FRP tension material, 2 ... Fixing rod, 3 ... Reinforcing plate, 4 ... Alignment rod, 5 ... Ground anchor.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 持田 悟 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 松島 潤 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 (56)参考文献 特開 平1−163345(JP,A) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Satoru Mochida 2-19-1 Tobita-cho, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (72) Inventor Jun Matsushima 2-1-11-1 Tobita, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (56) Reference JP-A-1-163345 (JP, A)
Claims (1)
緊張材端部の定着装置であって、並列する緊張材は織物
の竪糸状に交互に交差し、この交差した緊張材間に直交
する方向の複数本の定着用ロッドが緯糸状に織込まれ、
並列する緊張材先端縁部両側面に添付け補強板を固着し
てなることを特徴とする繊維強化プラスチック製緊張材
の定着装置。1. A fixing device for a plurality of fiber-reinforced plastic tendon end portions arranged in parallel, wherein the juxtaposed tendons are alternately crossed in the form of a woven fabric thread, and are arranged in a direction perpendicular to the crossed tendons. Multiple fixing rods are woven in a weft shape,
A fixing device for a tension member made of fiber reinforced plastic, wherein attached reinforcing plates are fixed to both side surfaces of leading edge portions of the tension members arranged in parallel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17054288A JPH0625458B2 (en) | 1988-07-08 | 1988-07-08 | Fixing device for fiber-reinforced plastic tendons |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17054288A JPH0625458B2 (en) | 1988-07-08 | 1988-07-08 | Fixing device for fiber-reinforced plastic tendons |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0220748A JPH0220748A (en) | 1990-01-24 |
JPH0625458B2 true JPH0625458B2 (en) | 1994-04-06 |
Family
ID=15906828
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17054288A Expired - Lifetime JPH0625458B2 (en) | 1988-07-08 | 1988-07-08 | Fixing device for fiber-reinforced plastic tendons |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0625458B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5324927B2 (en) * | 2009-01-07 | 2013-10-23 | 前田工繊株式会社 | Textile anchor and anchor construction method using the same |
JP5528203B2 (en) * | 2010-05-12 | 2014-06-25 | 国土防災技術株式会社 | Anchor construction method using carbon fiber plate for tendon |
CN105442759B (en) * | 2015-12-15 | 2017-09-26 | 重庆科技学院 | Non-return carbon beaverboard anchorage |
-
1988
- 1988-07-08 JP JP17054288A patent/JPH0625458B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0220748A (en) | 1990-01-24 |
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