JPH02272151A - Method and tool for anchoring carbon fibre-reinforced plastic flat plate - Google Patents

Method and tool for anchoring carbon fibre-reinforced plastic flat plate

Info

Publication number
JPH02272151A
JPH02272151A JP1093968A JP9396889A JPH02272151A JP H02272151 A JPH02272151 A JP H02272151A JP 1093968 A JP1093968 A JP 1093968A JP 9396889 A JP9396889 A JP 9396889A JP H02272151 A JPH02272151 A JP H02272151A
Authority
JP
Japan
Prior art keywords
reinforced plastic
carbon fiber
flat plate
plate
plastic flat
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
JP1093968A
Other languages
Japanese (ja)
Other versions
JP2824911B2 (en
Inventor
Norie Yukimura
幸村 憲衛
Shunzo Saito
斎藤 駿三
Toshihiko Yamamoto
俊彦 山本
Masataka Otsu
大津 雅敬
Naohiro Ohori
尚宏 大堀
Akira Kobayashi
朗 小林
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.)
Tonen General Sekiyu KK
Tokyu Construction Co Ltd
Original Assignee
Tonen Corp
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 Tonen Corp, Tokyu Construction Co Ltd filed Critical Tonen Corp
Priority to JP1093968A priority Critical patent/JP2824911B2/en
Publication of JPH02272151A publication Critical patent/JPH02272151A/en
Application granted granted Critical
Publication of JP2824911B2 publication Critical patent/JP2824911B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0255Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0262Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off

Abstract

PURPOSE:To anchor carbon fibres without flaws by a method in which a anchoring tool having a pressure-receiving face in the direction of crossing a flat plate is held on the flat plate, dragged in concrete, and anchored by introducing a tension force into it. CONSTITUTION:A bendable rectangular flat plate 1 is cut into a necessary length on site, and U-shaped plates 21 as anchoring tools 2 capable of strongly anchoring the plate 1 without damage for anchoring it to the inside or ends of a concrete structure are clamped to the plate 1 by bolts 22. In this case, the plate-1 is held on the back of the bottom 23 of the plate 21 having a wall plate 24 and a pressure-receiving face 25, in which the face 25 serves as a resistance face against forces when concrete structure is flexed or the plate 1 is tensed. The three bodies can thus be integrated only by clamping the plate 1 held between the paired plates 21 with the bolts 22.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は炭素繊維を用いたPC工法に関し、詳細には平
面板状に形成した炭素繊維強化プラスチック平面板の定
着方法及び固定具に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a PC construction method using carbon fibers, and more particularly to a fixing method and fixture for a carbon fiber-reinforced plastic flat plate formed into a flat plate shape.

〈従来の技術〉 近時、新素材といわれる炭素繊維強化プラスチックをP
C工法に利用する技術の研究開発が進められている。
<Conventional technology> Recently, carbon fiber reinforced plastic, which is said to be a new material, has been
Research and development of technology used in Method C is underway.

炭素繊維強化プラスチックが軽量で腐食せず、引張性能
が高くかつ伸びが少ないといった利点を有することは知
られている。
It is known that carbon fiber reinforced plastics have the advantages of being lightweight, non-corrosive, having high tensile performance, and low elongation.

しかし従来のこの種の技術は、従来のPC鋼線の考え方
の延長であり、単にPC鋼線を炭素繊維強化プラスチッ
クに置き換えるというアイデアに過ぎない。
However, this type of conventional technology is an extension of the conventional concept of PC steel wire, and is simply an idea of replacing the PC steel wire with carbon fiber reinforced plastic.

そのため、現在までのところ円形断面の炭素繊維強化プ
ラスチックを使用する方法以外は開発されていない。
Therefore, to date, no method other than using carbon fiber reinforced plastics with a circular cross section has been developed.

〈本発明が解決しようとする問題点〉 従来の炭素繊維強化プラスチックをPC工法に利用する
技術には次のような問題点がある。
<Problems to be Solved by the Present Invention> The following problems exist in the conventional technique of utilizing carbon fiber reinforced plastic in the PC construction method.

〈イ〉炭素繊維強化プラスチックをPC工法に利用する
場合、炭素繊維強化プラスチックの端の定着技術が問題
となってくる。
(a) When carbon fiber reinforced plastic is used in the PC construction method, the technology for fixing the edges of the carbon fiber reinforced plastic becomes a problem.

特に炭素繊維強化プラスチックはせん断に弱いので、部
分的に食い込む従来の固定具をそのまま使用することは
不適当である。
In particular, carbon fiber reinforced plastics are susceptible to shearing, so it is inappropriate to use conventional fixing devices that partially bite into them as they are.

このようなことから、炭素繊維強化プラスチックを損傷
せずに定着できる定着技術の提案が望まれている。
For this reason, it is desired to propose a fixing technology that can fix carbon fiber reinforced plastics without damaging them.

〈口〉従来の炭素繊維強化プラスチックの断面が円形断
面であることから、コンクリートの被り厚を厚くとらな
ければならないという問題点も残されている。
<Exposure> Since the cross section of conventional carbon fiber reinforced plastics is circular, there remains the problem that the concrete must be covered thickly.

〈本発明の目的〉 本発明はこのような問題点を改善するためになされたも
ので、本発明の目的とするところは炭素繊維を損傷せず
に定着できる、炭素繊維強化プラスチック平面板の定着
方法を提供することにある。
<Object of the present invention> The present invention was made in order to improve such problems, and the purpose of the present invention is to provide a method for fixing carbon fiber-reinforced plastic flat plates that can be fixed without damaging carbon fibers. The purpose is to provide a method.

また本発明はコンクリートの被り厚さを薄くしてもその
実効厚さを確保することのできる炭素繊維強化プラスチ
ック平面板の定着方法を提供することを目的とする。
Another object of the present invention is to provide a method for fixing a carbon fiber-reinforced plastic flat plate, which can secure the effective thickness even if the covering thickness of concrete is reduced.

さら(コまた本発明の目的は、製造や取り扱いが簡単で
、炭素繊維強化プラスチック平面板の緊張作業及び固定
作業に好適な炭素繊維強化プラスチック平面板の固定具
を提供することにある。
A further object of the present invention is to provide a fixing tool for carbon fiber reinforced plastic flat plates that is easy to manufacture and handle and suitable for tensioning and fixing work of carbon fiber reinforced plastic flat plates.

〈本発明の構成〉 本発明では、次に示すような平板状の炭素繊維強化プラ
スチック(炭素繊維強化プラスチック平面板)を使用す
ると共に、これを定着するための固定具を使用する。
<Structure of the Present Invention> In the present invention, a flat carbon fiber reinforced plastic (carbon fiber reinforced plastic flat plate) as shown below is used, and a fixture for fixing the same is used.

〈イ〉炭素繊維強化プラスチック平面板本発明では、特
に断面が円形ではなく、矩形の炭素繊維強化プラスチッ
ク平面板1を使用する。
<A> Carbon fiber reinforced plastic flat plate In the present invention, a carbon fiber reinforced plastic flat plate 1 whose cross section is not circular but rectangular is used.

本発明のように炭素繊維強化プラスチック平面板1の断
面形状を矩形にすることで曲げが可能となって、形成長
さに制限を受けない。
By making the cross-sectional shape of the carbon fiber-reinforced plastic flat plate 1 rectangular as in the present invention, bending becomes possible and there is no restriction on shape growth.

そのため、事前に工場等で長尺に形成した炭素繊維強化
プラスチック平面板1を、現場で必要とする長さに切断
して使用できる。
Therefore, the carbon fiber-reinforced plastic flat plate 1, which has been formed into a long length in advance at a factory or the like, can be cut into the required length at the site and used.

この炭素繊維強化プラスチック平面板1の特性及び形状
は、その用途や使用目的によって最適なものを選択して
使用する。
The characteristics and shape of this carbon fiber reinforced plastic flat plate 1 are selected and used optimally depending on its use and purpose.

〈口〉固定具 炭素繊維強化プラスチック平面板1をコンクリート構造
物の内部や端面に固定するためには、■炭素繊維強化プ
ラスチック平面板1を損傷せずに■しかも強固に固定で
きる条件を備えた固定具2が必要である。
<Opening> Fixing device In order to fix the carbon fiber reinforced plastic flat plate 1 to the inside or end face of a concrete structure, it is necessary to use a fixing device that has conditions that allow it to be firmly fixed without damaging the carbon fiber reinforced plastic flat plate 1. Fixture 2 is required.

そこで本発明では、固定具2も一定の長さの平面部分を
有する構造のものを使用する。
Therefore, in the present invention, the fixture 2 also has a structure having a flat portion of a certain length.

例えば第1.2図に示した固定具2について説明すると
、固定具2は一対のU字板21.21と、これらを締結
するボルト22とよりなる。
For example, the fixture 2 shown in FIG. 1.2 will be explained. The fixture 2 consists of a pair of U-shaped plates 21, 21 and bolts 22 that fasten them together.

各U字板21は、例えば溝型鋼を短く切断して底板23
と、底板23の両側に形成した壁板24と、壁板24に
形成した受圧面25を有する。
Each U-shaped plate 21 is made by cutting groove-shaped steel into short lengths to form the bottom plate 23.
, a wall plate 24 formed on both sides of the bottom plate 23, and a pressure receiving surface 25 formed on the wall plate 24.

両U字板21の底板23の背面は炭素繊維強化プラスチ
ック平面板1を挟持する面となる。
The back surfaces of the bottom plates 23 of both U-shaped plates 21 serve as surfaces on which the carbon fiber reinforced plastic flat plate 1 is held.

受圧面25は、後述するように炭素繊維強化プラスチッ
ク平面板1を緊張したときやコンクリート構造物に撓み
を生じたときに、これらの力に対抗する抵抗面となる。
The pressure receiving surface 25 becomes a resistance surface that resists these forces when the carbon fiber reinforced plastic flat plate 1 is tensed or when the concrete structure is deflected, as will be described later.

ボルト22は各U字板21の底面23の中央の炭素繊維
強化プラスチック平面板1を跨ぐ位置に複数設置し、各
U字板21をバランス良く加圧する。
A plurality of bolts 22 are installed at positions spanning the carbon fiber reinforced plastic flat plate 1 at the center of the bottom surface 23 of each U-shaped plate 21, and pressurize each U-shaped plate 21 in a well-balanced manner.

〈ハ〉固定具の取り付は 炭素繊維強化プラスチック平面板1に固定具2を取り付
ける操作は極めて簡単である。
<C> Attaching the fixture 2 The operation of attaching the fixture 2 to the carbon fiber reinforced plastic flat plate 1 is extremely simple.

即ち、これを第2図を参照に説明するとまず一対のU字
板21の間隔を広げておいた間に、壁板24と直交する
方向から炭素繊維強化プラスチック平面板1を挿入する
That is, this will be explained with reference to FIG. 2. First, while the distance between the pair of U-shaped plates 21 is widened, the carbon fiber reinforced plastic flat plate 1 is inserted from a direction perpendicular to the wall plate 24.

そしてU字板21と炭素繊維強化プラスチック平面板1
との間に接着剤3を塗布した後、ボルト22を締めて三
者を一体に拘束する。
And U-shaped plate 21 and carbon fiber reinforced plastic flat plate 1
After applying adhesive 3 between them, bolts 22 are tightened to restrain the three members together.

このような拘束構造であれば、炭素繊維強化プラスチッ
ク平面板1とU字板21との接触面積の設定次第で、十
分に大きなイ」着力を確保することができる。
With such a restraining structure, a sufficiently large force can be secured depending on the setting of the contact area between the carbon fiber reinforced plastic flat plate 1 and the U-shaped plate 21.

〈施工方法〉 次に本発明の施工方法について説明する。<Construction method> Next, the construction method of the present invention will be explained.

〈イ〉固定具の取り付は 炭素繊維強化プラスチック平面板1の端に前記の固定具
2を取り付ける。
<A> Attaching the fixing device: Attach the above-mentioned fixing device 2 to the end of the carbon fiber reinforced plastic flat plate 1.

その結果、固定具2の壁板24は炭素繊維強化プラスチ
ック平面板1の長手方向に対し直交方向に位置すること
になる。
As a result, the wall plate 24 of the fixture 2 is located in a direction perpendicular to the longitudinal direction of the carbon fiber reinforced plastic flat plate 1.

〈口〉型枠内への配置 コンクリート構造物の型枠内に、固定具2を取り付けた
炭素繊維強化プラスチック平面板1を例えば第3図のよ
うに設置する。
<Opening> Placement in a formwork A carbon fiber-reinforced plastic flat plate 1 with fixtures 2 attached is installed in a formwork of a concrete structure as shown in FIG. 3, for example.

尚、第3図では固定具2を省略しである。Note that the fixture 2 is omitted in FIG. 3.

又、炭素繊維強化プラスチック平面板1の設置に際し、
コンクリートとの付着力を与えない定着方式(アンボン
ドタイプ)とする場合は、予め炭素繊維強化プラスチッ
ク平面板1の周囲にオイルを塗り、そしてシース管で被
覆しておくとよい。
Also, when installing the carbon fiber reinforced plastic flat plate 1,
When using a fixing method that does not provide adhesion to concrete (unbonded type), it is preferable to apply oil around the carbon fiber reinforced plastic flat plate 1 in advance and cover it with a sheath pipe.

くハ〉コンクリートの打設 次に固定具2の設置箇所を除いた、コンクリート構造物
の型枠内にコンクリートを打設する。
Kuha〉Place concrete Next, pour concrete into the formwork of the concrete structure, excluding the location where fixture 2 will be installed.

〈二〉緊張 コンクリートの未充填空間内に露出する固定具2を油圧
シャキ等で牽引して、炭素繊維強化プラスチック平面板
1を緊張する。
<2> Tension the carbon fiber-reinforced plastic flat plate 1 by pulling the fixture 2 exposed in the unfilled space of the tension concrete with a hydraulic shovel or the like.

〈ポ〉定着 炭素繊維強化プラスチック平面板1に付与した緊張力を
保持させた状態で以て、固定具2の露出した空間内へコ
ンクリートを充填する。
<PO> While maintaining the tension applied to the fixed carbon fiber reinforced plastic flat plate 1, the exposed space of the fixture 2 is filled with concrete.

その結果、固定具2はコンクリートで埋め殺しされる。As a result, the fixture 2 is buried in concrete.

炭素繊維強化プラスチック平面板1の定着後において、
コンクリ−1・構造物の変形、或は炭素繊維強化プラス
チック平面板1への緊張力の導入によって固定具2に大
きな力が作用する。
After fixing the carbon fiber reinforced plastic flat plate 1,
A large force acts on the fixture 2 due to deformation of the concrete structure 1 or the introduction of tension force to the carbon fiber reinforced plastic flat plate 1.

固定具2に作用する力は、壁板24の受圧面25がコン
クリート構造物に接触して対抗することになる。
The force acting on the fixture 2 is opposed by the pressure receiving surface 25 of the wall plate 24 in contact with the concrete structure.

〈本発明の効果〉 本発明は上記したように円形断面ではなく、矩形断面の
炭素繊維強化プラスチック平面板を使用し、これをコン
クリート内部に埋め込んで使用するものである。
<Effects of the Present Invention> As described above, the present invention uses a carbon fiber-reinforced plastic flat plate having a rectangular cross section instead of a circular cross section, and uses this by embedding it inside concrete.

従って次のような効果を得ることができる。Therefore, the following effects can be obtained.

くイ〉一対のU字板の間隔を広げておいた間に、矩形断
面の炭素繊維強化プラスチック平面板を挿入した後、ボ
ルトを締めるだけの簡単な操作で、三者を一体に拘束で
きる。
After widening the distance between a pair of U-shaped plates, a carbon fiber-reinforced plastic flat plate with a rectangular cross section is inserted, and the three can be restrained together with the simple operation of tightening a bolt.

こ、の際、炭素繊維強化プラスチック平面板とU字板の
接触面間に接着剤を介在してボルトで締結すると、拘束
力が一段と増す このように、炭素繊維強化プラスチック平面板とU字板
の各平面を接触させて拘束することから、炭素繊維強化
プラスチック平面板を損傷させないで定着できる。
In this case, if an adhesive is interposed between the contact surfaces of the carbon fiber-reinforced plastic flat plate and the U-shaped plate and they are fastened with bolts, the binding force will further increase. Since each plane is brought into contact and restrained, it is possible to fix the carbon fiber reinforced plastic plane plate without damaging it.

〈口〉特に薄い平板状に形成した炭素繊維強化プラスチ
ックを使用することから、従来の円形断面の材料を使用
する場合と比較して、複雑とされていた固定具の構造が
簡単になる。
<Exposure> Since carbon fiber reinforced plastic formed into a particularly thin flat plate is used, the structure of the fixing device, which was considered to be complicated, becomes simpler compared to the case of using a conventional material with a circular cross section.

例えば図示した実施例では市販の溝型鋼を短く切断して
使用できるから、安価でしかも簡単に製造できる。
For example, in the illustrated embodiment, commercially available channel steel can be cut into short lengths, making it inexpensive and easy to manufacture.

〈ハ〉固定具は剪断し易い性質の炭素繊維強化プラスチ
ック平面板を損傷ぜずに強固に固定することができる。
<C> The fixing device can firmly fix the carbon fiber reinforced plastic flat plate, which is easily sheared, without damaging it.

〈二〉固定具の構造が簡単であると、その製造価格が安
価であるだけでなく、取り扱い、組み立て作業も簡単で
あって特別な熟練を必要とせず、使用上での効果も大き
い。
(2) When the structure of the fixing device is simple, it is not only inexpensive to manufacture, but also easy to handle and assemble, requiring no special skill, and is highly effective in use.

〈ホ〉炭素繊維の有する軽量で腐食しないという利点を
そのままコンクリート構造物に利用することができる。
<E> The advantages of carbon fiber, such as being lightweight and non-corrosive, can be directly utilized in concrete structures.

〈へ〉従来の円形断面のものと比較して、炭素繊維強化
プラスチック平面板の断面が薄いから、コンクリート構
造物の表面近くに配置しても有効な被り厚さを確保でき
る。
(f) Compared to conventional circular cross-section plates, the carbon fiber reinforced plastic flat plate has a thinner cross section, so it can ensure an effective covering thickness even when placed close to the surface of a concrete structure.

従って、橋梁やスラブにおいて曲線状に配置する際に十
分にその上面に近付けた状態から、十分に下面に近付け
た状態までの配置が可能である。
Therefore, when arranging in a curved shape on a bridge or slab, it is possible to arrange it from sufficiently close to the upper surface to sufficiently close to the lower surface.

このことは従来の円形断面の材料を設置する場合に比較
して、上下の間隔を大きく取れるということになり、設
計上有利である。
This is advantageous in terms of design, as it allows for a larger vertical spacing compared to the conventional case where materials with a circular cross section are installed.

〈ト〉従来の円形断面を有する棒状体では折り曲げるこ
とができない。
<G> A conventional rod-shaped body with a circular cross section cannot be bent.

これに対して炭素繊維が薄い平面板であるから、折り曲
げが可能であるから、運搬や格納のための容積を小さく
でき、運搬の手間もかからず経済的である。
On the other hand, since carbon fiber is a thin flat plate and can be bent, the volume for transportation and storage can be reduced, and it is economical because it does not require much effort to transport.

又、炭素繊維強化プラスチック平面板が薄い板体である
から、現場でロールから所望の長さに切断していくらで
も製造できるという利点もある。
Furthermore, since the carbon fiber reinforced plastic flat plate is a thin plate, it has the advantage that it can be manufactured in any quantity by cutting it into a desired length from a roll on site.

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

第1図:本発明に係る実施例の説明図であって炭素繊維
強化プラズチック平面板と固定具台との取り付は状態を
示す斜視図 第2図:コンクリート構造物に埋設した固定具付近の側
面図 第3図:炭素繊維強化プラスチック平面板の配置例の説
明図
Figure 1: An explanatory diagram of an embodiment of the present invention, which is a perspective view showing how the carbon fiber-reinforced plastic plane plate and the fixture stand are attached. Figure 2: The vicinity of the fixture buried in the concrete structure. Side view Figure 3: An explanatory diagram of an example of the arrangement of carbon fiber reinforced plastic flat plates

Claims (2)

【特許請求の範囲】[Claims] (1)断面矩形の炭素繊維強化プラスチック平面板を使
用し、 炭素繊維強化プラスチック平面板と交差する方向に受圧
面を有する固定具を前記炭素繊維強化プラスチック平面
板の途上に挟持させて取り付け、この炭素繊維強化プラ
スチック平面板をコンクリート内に埋設し、 固定具を牽引して炭素繊維強化プラスチック平面板に引
張力を導入し、 次に固定具をコンクリートで埋設して定着する、炭素繊
維強化プラスチック平面板の定着方法。
(1) A carbon fiber-reinforced plastic flat plate with a rectangular cross section is used, and a fixture having a pressure-receiving surface in a direction intersecting the carbon fiber-reinforced plastic flat plate is sandwiched and attached in the middle of the carbon fiber-reinforced plastic flat plate. A carbon fiber-reinforced plastic flat plate is buried in concrete, a fixing device is pulled to introduce tensile force to the carbon fiber-reinforced plastic flat plate, and then the fixing device is buried in concrete and fixed. How to fix the face plate.
(2)断面矩形の炭素繊維強化プラスチック平面板を挟
持する固定具であって、 炭素繊維強化プラスチック平面板の平面部を挟持する底
面部と底面から起立して一体に形成した受圧面とを備え
た一対のU字板と、 前記一対のU字板の底面部を突き合わせて締結する締結
材とよりなる、 炭素繊維強化プラスチック平面板の固定具。
(2) A fixture for holding a carbon fiber-reinforced plastic flat plate with a rectangular cross section, comprising a bottom part for holding the flat part of the carbon fiber-reinforced plastic flat plate, and a pressure-receiving surface that stands up from the bottom and is integrally formed. A fixing device for carbon fiber reinforced plastic flat plates, comprising: a pair of U-shaped plates; and a fastening material that is fastened by butting the bottom surfaces of the pair of U-shaped plates.
JP1093968A 1989-04-13 1989-04-13 Fixing method of carbon fiber reinforced plastic flat plate Expired - Fee Related JP2824911B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1093968A JP2824911B2 (en) 1989-04-13 1989-04-13 Fixing method of carbon fiber reinforced plastic flat plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1093968A JP2824911B2 (en) 1989-04-13 1989-04-13 Fixing method of carbon fiber reinforced plastic flat plate

Publications (2)

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JPH02272151A true JPH02272151A (en) 1990-11-06
JP2824911B2 JP2824911B2 (en) 1998-11-18

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Country Link
JP (1) JP2824911B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1507051A1 (en) * 2003-08-13 2005-02-16 Sika Technology AG Force transfer element
US20090031667A1 (en) * 2003-08-13 2009-02-05 Sika Technology Force application element, extension element, and a method for increasing the tensile load of a strip-shaped material
JP2009108675A (en) * 2002-06-26 2009-05-21 Sika Technology Ag Device and method for reinforcing support structure
CN109706812A (en) * 2019-01-17 2019-05-03 同济大学 A kind of reinforced soil with geosynthetics construction method and device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02266050A (en) * 1989-04-04 1990-10-30 Tokyu Constr Co Ltd Fixing method and fixing device for carbon fiber reinforced plastic plane plate
JPH02266065A (en) * 1989-04-04 1990-10-30 Tokyu Constr Co Ltd Introduction method for tensile force for carbon fiber-reinforced plastic material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02266050A (en) * 1989-04-04 1990-10-30 Tokyu Constr Co Ltd Fixing method and fixing device for carbon fiber reinforced plastic plane plate
JPH02266065A (en) * 1989-04-04 1990-10-30 Tokyu Constr Co Ltd Introduction method for tensile force for carbon fiber-reinforced plastic material

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009108675A (en) * 2002-06-26 2009-05-21 Sika Technology Ag Device and method for reinforcing support structure
EP1507051A1 (en) * 2003-08-13 2005-02-16 Sika Technology AG Force transfer element
US20090031667A1 (en) * 2003-08-13 2009-02-05 Sika Technology Force application element, extension element, and a method for increasing the tensile load of a strip-shaped material
US8881493B2 (en) * 2003-08-13 2014-11-11 Sika Technology Ag Force application element, extension element, and a method for increasing the tensile load of a strip-shaped material
CN109706812A (en) * 2019-01-17 2019-05-03 同济大学 A kind of reinforced soil with geosynthetics construction method and device
CN109706812B (en) * 2019-01-17 2021-06-04 同济大学 Construction method and device for geosynthetic reinforced soil structure

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