JPH01290414A - Stretching member made of fiber reinforced resin composite body - Google Patents

Stretching member made of fiber reinforced resin composite body

Info

Publication number
JPH01290414A
JPH01290414A JP63121296A JP12129688A JPH01290414A JP H01290414 A JPH01290414 A JP H01290414A JP 63121296 A JP63121296 A JP 63121296A JP 12129688 A JP12129688 A JP 12129688A JP H01290414 A JPH01290414 A JP H01290414A
Authority
JP
Japan
Prior art keywords
reinforced resin
fiber
resin composite
fiber reinforced
stretching
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
JP63121296A
Other languages
Japanese (ja)
Other versions
JPH0367861B2 (en
Inventor
Kensuke Taniki
謙介 谷木
Mitsuru Awata
粟田 満
Tsuneo Tanaka
常雄 田中
Fumio Kinoshita
文男 木下
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.)
Kajima Corp
Mitsubishi Chemical Corp
Original Assignee
Kajima Corp
Mitsubishi Kasei Corp
Mitsubishi Chemical Industries 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 Kajima Corp, Mitsubishi Kasei Corp, Mitsubishi Chemical Industries Ltd filed Critical Kajima Corp
Priority to JP63121296A priority Critical patent/JPH01290414A/en
Publication of JPH01290414A publication Critical patent/JPH01290414A/en
Publication of JPH0367861B2 publication Critical patent/JPH0367861B2/ja
Granted legal-status Critical Current

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Abstract

PURPOSE:To obtain a stretching member having large capacity by a method wherein at least one end of respective fiber reinforced resin composite bodies, which compose a stretching member, are spread through spacers and the resultant spread part is impregnated with resin and hardened. CONSTITUTION:As the continuous long fiber, carbon fiber or aramid fiber is preferably used from the side of the physical properties such as tensile strength and the like. As the matrix resin of the fiber reinforced resin composite material, thermosetting resin such as epoxy resin, unsaturated polyester resin or the like is used. And, a plurality of stretching member 1 made of fiber reinforced resin composite bodies are bundled and a shape, which is spread at the end of each stretching member 1 made of fiber reinforced resin composite bodies, is produced through spacers 2 and 3. The resultant spread part is impregnated with epoxy resin or the like so as to integrally fixed the members to one another by hardening the resin. Accordingly, the arbitrary shape can be obtained. The stretching and anchoring work is easily done by utilizing said spread part. The intrinsic strength of the fiber reinforced resin composite body, which is reinforced by longitudinally arranged and bundle continuous filaments, can be fully utilized and at the same time large stretching capacity of the bundled stretching members can be obtained.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ブレストレス構造物や地盤アンカー等に用い
る緊張材に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to tendons used for braceless structures, ground anchors, and the like.

さらに詳しくは、長手方向に配列集束された繊維強化樹
脂複合体を緊張材として使用する場合に関するものであ
る。
More specifically, the present invention relates to a case where a fiber-reinforced resin composite arranged and bundled in the longitudinal direction is used as a tendon material.

〔従来の技術と問題点〕[Conventional technology and problems]

従来、プレストレスト構造物や地盤アンカーに用いられ
る緊張材としては、プレストレストコンクリート用鋼線
、鋼棒、より線(以下PC鋼線、PC鋼棒、PCより線
と夫々を称する)が広く用いられているが、これらのP
C鋼線、PC鋼棒、pcより線は、錆びの危険性があり
、−度発錆して腐食が進行するとプレストレスの減少、
消滅といった構造上の重大な事態となる危険性があり、
近年この緊張材を不錆素材であるところの長手方向に配
列集束された連続フィラメントより補強された繊維強化
樹脂複合体を用いる試みが検討されている。
Conventionally, prestressed concrete steel wires, steel bars, and stranded wires (hereinafter referred to as PC steel wires, PC steel bars, and PC stranded wires) have been widely used as tension materials for prestressed structures and ground anchors. However, these P
C steel wire, PC steel rod, and PC stranded wire are at risk of rusting, and if rust develops and corrosion progresses, prestress will decrease.
There is a risk of a serious structural event such as extinction.
In recent years, attempts have been made to use a fiber-reinforced resin composite reinforced with continuous filaments arranged and bundled in the longitudinal direction, which is a non-corrosive material, as the tension material.

この繊維強化樹脂複合体製緊張材を緊張・定着する方法
として、各種の方法が提案されているが、いづれも単独
の繊維強化樹脂複合体製緊張材を緊張・定着する方法で
あるため、緊張容量としては小さく、実用緊張容量とし
ては不十分であった。
Various methods have been proposed for tensioning and fixing this fiber-reinforced resin composite tendon, but all of them involve tensioning and fixing a single fiber-reinforced resin composite tendon. The capacity was small and insufficient for practical tension capacity.

この理由としては、繊維強化樹脂複合体製緊張材は多く
の場合、引抜き成形法により製造されるが、断面積の大
きな繊維強化樹脂複合体製緊張材は内部に空隙が発生し
やすく、また加熱による硬化が難しいといった製造上の
問題点および、断面積の大きな繊維強化樹脂複合体製緊
張材は断面積に対する表面積の比率が小さいため従来の
緊張・定着方法では、繊維強化樹脂複合体製緊張材の有
する高い引張強度を十分に活用出来ないという問題点が
あった。
The reason for this is that tendons made of fiber-reinforced resin composites are often manufactured by the pultrusion method, but tendons made of fiber-reinforced resin composites with a large cross-sectional area tend to have voids inside, and are also heated. There are manufacturing problems such as difficulty in curing fiber-reinforced resin composite tendons with a large cross-sectional area, and the ratio of surface area to cross-sectional area is small. There was a problem in that the high tensile strength of the steel could not be fully utilized.

〔問題点を解決するだめの手段〕[Failure to solve the problem]

そこで、本発明者等はかかる問題点を解決すべく鋭意検
討した結果、特定の方法で複数本の繊維強化樹脂複合体
を一体的に固定した緊張材により上記の問題点が解消さ
れることを見い出し本発明に到達した。
Therefore, as a result of intensive studies to solve these problems, the present inventors have found that the above problems can be solved by using a tension material in which a plurality of fiber reinforced resin composites are integrally fixed using a specific method. We have arrived at the heading Invention.

すなわち、本発明の目的は、プレストレスト構造物や地
盤アンカーに用いる緊張材、すなわち長手方向に配列集
束された連続フィラメントより補強された繊維強化樹脂
複合体の本来の強度を十分活用出来、大きな容量の緊張
材を提供することを目的とするものである。
That is, an object of the present invention is to fully utilize the inherent strength of a fiber-reinforced resin composite reinforced with continuous filaments arranged and bundled in the longitudinal direction, which is a tendon material used in prestressed structures and ground anchors, and to achieve a large capacity. The purpose is to provide tendons.

そして、その目的は連続長繊維で補強された繊維強化樹
脂複合体を複数束ね一体化した繊維強化樹脂複合体製緊
張材であって、該緊張材を構成する各繊維強化樹脂複合
体の少なくとも一方の端部をスペーサーを介して拡大さ
せ、次いで該拡大部に樹脂を含浸し硬化することにより
一体的に固定してなることを特徴とする繊維強化樹脂複
合体製緊張材により容易に達成できる。
The object is a fiber-reinforced resin composite tendon, which is made by bundling and integrating a plurality of fiber-reinforced resin composites reinforced with continuous filaments, and at least one of the fiber-reinforced resin composites constituting the tension material. This can be easily achieved by using a tendon made of a fiber-reinforced resin composite, which is characterized in that the end portions of the fiber-reinforced resin composite are expanded through spacers, and then the expanded portions are impregnated with resin and cured to be integrally fixed.

以下、本発明をより詳細に説明する。The present invention will be explained in more detail below.

本発明で用いる連続長繊維としては、炭素繊維、アラミ
ド繊維あるいはガラス繊維等が挙げられるが、引張強度
等の物性の面から炭素繊維あるいはアラミド繊維を用い
るのが好ましい。
Examples of the continuous long fibers used in the present invention include carbon fibers, aramid fibers, and glass fibers, but it is preferable to use carbon fibers or aramid fibers from the viewpoint of physical properties such as tensile strength.

そして、かかる連続長繊維を補強材とする繊維強化樹脂
複合材はマトリックス樹脂としてエポキシ樹脂、不飽和
ポリエステル樹脂等の熱硬化性樹脂を用い、常法に従い
、例えば引き抜き成形法により容易に製造することがで
きる。
A fiber-reinforced resin composite material using such continuous long fibers as a reinforcing material can be easily manufactured by using a thermosetting resin such as an epoxy resin or an unsaturated polyester resin as a matrix resin according to a conventional method, for example, by a pultrusion method. I can do it.

本発明の緊張材は上記の繊維強化樹脂複合体を複数本、
並列的に束ね、少なくとも一方の端部をスペーサーを介
して拡大させ、そしてその拡大部をエポキシ樹脂等を用
い含浸・硬化して一体的に固定することが重要である。
The tension material of the present invention comprises a plurality of the above fiber reinforced resin composites,
It is important to bundle them in parallel, expand at least one end via a spacer, and then impregnate and harden the expanded portion with epoxy resin or the like to fix them integrally.

用いるスペーサーとしては、複合体の端部において広が
った形状を保持できるものであれば特に限定されるもの
ではなく、例えば束ねる本数と同数の空孔を端部におい
て拡大するように設けた板状物やそれらを複数枚設けた
もの、あるいは複数本束ねた状態で繊維軸方向にくさび
形状体を押し込むことにより行なわれる。
The spacer to be used is not particularly limited as long as it can maintain the expanded shape at the end of the composite, for example, a plate-shaped material with the same number of holes as the number of bundled pieces expanded at the end. This is done by inserting a plurality of them, or by pushing a wedge-shaped body in the direction of the fiber axis with a plurality of them bundled.

尚、本発明の緊張材はいずれか一方の端部を上述のよう
に一体的に固定すればよいが、必要に応じて両端部を同
様の方法にて固定してもよい0 更に、本発明を図面を用いてより具体的に説明すると、
本発明の繊維強化樹脂複合体製緊張材は、第1図に示す
ように繊維強化樹脂複合体製緊張材lを複数本束ね、ス
ペーサー−およびスペーサー3(第a図、第3図に示す
ように貫通孔ダを有する)を介して繊維強化樹脂複合体
製緊張材/の端部において広がった形状となっている。
In addition, although either one end of the tendon of the present invention may be fixed integrally as described above, both ends may be fixed in the same manner as necessary.Furthermore, the present invention To explain more specifically using drawings,
The fiber-reinforced resin composite tendon material of the present invention is produced by bundling a plurality of fiber-reinforced resin composite tendon materials l as shown in FIG. The fiber-reinforced resin composite tension member has a shape that widens at the end thereof through a through-hole.

この例では、3本の場合を示しているが、本数は任意と
することができる。スペーサーは第を図、第S図に示す
ような形状とすることもできる。
Although this example shows the case of three, the number can be arbitrary. The spacer can also have a shape as shown in Figures 1 and 5.

本発明の繊維強化樹脂複合体製緊張材は、スベーサーコ
およびスペーサー3を介して繊維強化樹脂複合体製緊張
材/の端部において広がった形状としであるため、この
部分を樹脂等にて固めることにより、コンクリートある
いはモルタル等に埋込んだ場合にアンカー効果を発揮し
、高い引抜き強度を得ることができる。
The fiber-reinforced resin composite tendon of the present invention has a shape that expands at the end of the fiber-reinforced resin composite tendon via the spacer and the spacer 3, so this part cannot be hardened with resin or the like. Therefore, when embedded in concrete or mortar, it exhibits an anchor effect and can obtain high pull-out strength.

また、本発明の繊維強化樹脂複合体製緊張材は、第6図
に示すように地盤アンカーにおける緊張材として使用し
た場合、繊維強化樹脂複合体が耐蝕性に優れているため
、永久的な使用にも耐える地盤アンカーとすることがで
きる(Sはアンカーヘッド、6はアンカ一体である)。
In addition, when the fiber-reinforced resin composite tension material of the present invention is used as a tension material in a ground anchor, as shown in Figure 6, the fiber-reinforced resin composite has excellent corrosion resistance, so it can be used permanently. (S is an anchor head, and 6 is an integral part of the anchor).

〔発明の効果〕〔Effect of the invention〕

以上説明したように、本発明における繊維強化樹脂複合
体製緊張材においては、繊維強化樹脂複合体製緊張材を
複数本束ね、端部をスペーサーを介して広げ、広げた部
分を樹脂にて固めることによシ、任意の形状とすること
ができ、この部分を利用して緊張、定着作業が容易に行
え、長手方向に配列集束された連続フィラメントより補
強された繊維強化樹脂複合体の本来の強度を十分活用で
き、かつ大きな緊張容量が必要な場合にも十分対応でき
る。
As explained above, in the fiber-reinforced resin composite tendon material of the present invention, a plurality of fiber-reinforced resin composite tendon materials are bundled, the ends are spread through spacers, and the spread portions are hardened with resin. In particular, it can be made into any shape, and this part can be used to easily perform tensioning and fixing operations. The strength can be fully utilized, and it can also be used when a large tension capacity is required.

また、本発明における繊維強化樹脂複合体製緊張材をプ
レストレスト構造物や地盤アンカーに用いる緊張材の固
定端部分に用いることにより、緊張荷重に対して十分安
全な固定端とすることができる。
Furthermore, by using the fiber-reinforced resin composite tendon material of the present invention in the fixed end portion of the tendon material used in prestressed structures and ground anchors, the fixed end portion can be made sufficiently safe against tension loads.

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

第1図は繊維強化樹脂複合体製緊張材およびスペーサー 第一図は貫通孔付スペーサ=(小) 第3図は貫通孔付スペーサー(大) 第ダ図、第S図は貫通孔付スペーサーの他の形第6図は
本発明の繊維強化樹脂複合体製緊張材の実施例を示す(
地盤アンカー)。 /・・・・・繊維強化樹脂複合体製緊張材2・・・・・
貫通孔付スペーサー(小)3・・・・・貫通孔付スペー
サー(犬)ダ・・・・・貫通孔 S・・・・・アンカーヘッド 6・・・・・アンカ一体 出 願 人 鹿島建設株式会社 ほか7名 代 理 人 弁理士長香川  − ほか7名 藁 1呂 第2図   第3図 煽4凪     瀾、。 第i
Figure 1 shows tension material and spacer made of fiber-reinforced resin composite. Figure 1 shows spacer with through hole (small). Figure 3 shows spacer with through hole (large). Figures D and S show spacer with through hole. Other shapes FIG. 6 shows an example of the fiber-reinforced resin composite tendon material of the present invention (
ground anchor). /...Fiber-reinforced resin composite tension material 2...
Spacer with through hole (small) 3...Spacer with through hole (dog) D...Through hole S...Anchor head 6...Anchor integrated application Person Kajima Corporation Co., Ltd. The company and 7 other representatives, Patent Attorney Chief Kagawa, and 7 others. i-th

Claims (1)

【特許請求の範囲】[Claims] (1)連続長繊維で補強された繊維強化樹脂複合体を複
数束ね一体化した繊維強化樹脂複合体製緊張材であって
、該緊張材を構成する各繊維強化樹脂複合体の少なくと
も一方の端部をスペーサーを介して拡大させ、次いで該
拡大部に樹脂を含浸し硬化することにより一体的に固定
してなることを特徴とする繊維強化樹脂複合体製緊張材
(1) A fiber-reinforced resin composite tendon made by bundling and integrating a plurality of fiber-reinforced resin composites reinforced with continuous long fibers, at least one end of each fiber-reinforced resin composite forming the tendon. 1. A tendon material made of a fiber-reinforced resin composite, characterized in that the expanded portion is expanded through a spacer, and then the expanded portion is impregnated with a resin and cured to be integrally fixed.
JP63121296A 1988-05-18 1988-05-18 Stretching member made of fiber reinforced resin composite body Granted JPH01290414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63121296A JPH01290414A (en) 1988-05-18 1988-05-18 Stretching member made of fiber reinforced resin composite body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63121296A JPH01290414A (en) 1988-05-18 1988-05-18 Stretching member made of fiber reinforced resin composite body

Publications (2)

Publication Number Publication Date
JPH01290414A true JPH01290414A (en) 1989-11-22
JPH0367861B2 JPH0367861B2 (en) 1991-10-24

Family

ID=14807748

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63121296A Granted JPH01290414A (en) 1988-05-18 1988-05-18 Stretching member made of fiber reinforced resin composite body

Country Status (1)

Country Link
JP (1) JPH01290414A (en)

Also Published As

Publication number Publication date
JPH0367861B2 (en) 1991-10-24

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