JPH02227220A - Fiber reinforced plastic plate for structural reinforcement and manufacture thereof - Google Patents
Fiber reinforced plastic plate for structural reinforcement and manufacture thereofInfo
- Publication number
- JPH02227220A JPH02227220A JP1047577A JP4757789A JPH02227220A JP H02227220 A JPH02227220 A JP H02227220A JP 1047577 A JP1047577 A JP 1047577A JP 4757789 A JP4757789 A JP 4757789A JP H02227220 A JPH02227220 A JP H02227220A
- Authority
- JP
- Japan
- Prior art keywords
- reinforced plastic
- plastic plate
- fiber
- holes
- reinforcing
- 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
Links
- 229920002430 Fibre-reinforced plastic Polymers 0.000 title claims abstract description 46
- 239000011151 fibre-reinforced plastic Substances 0.000 title claims abstract description 46
- 238000004519 manufacturing process Methods 0.000 title claims description 15
- 230000002787 reinforcement Effects 0.000 title description 8
- 229920005989 resin Polymers 0.000 claims abstract description 25
- 239000011347 resin Substances 0.000 claims abstract description 25
- 239000011159 matrix material Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 27
- 239000012783 reinforcing fiber Substances 0.000 claims description 20
- 230000000149 penetrating effect Effects 0.000 claims description 7
- 238000010030 laminating Methods 0.000 claims description 6
- 238000010438 heat treatment Methods 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims 1
- 238000004080 punching Methods 0.000 claims 1
- 239000000853 adhesive Substances 0.000 abstract description 37
- 230000001070 adhesive effect Effects 0.000 abstract description 37
- 229920000049 Carbon (fiber) Polymers 0.000 abstract description 19
- 239000004917 carbon fiber Substances 0.000 abstract description 19
- 238000000034 method Methods 0.000 abstract description 10
- 229920001187 thermosetting polymer Polymers 0.000 abstract description 5
- -1 putty Substances 0.000 abstract description 3
- 239000000565 sealant Substances 0.000 abstract description 2
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 24
- 239000003822 epoxy resin Substances 0.000 description 14
- 229920000647 polyepoxide Polymers 0.000 description 14
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 6
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 6
- 239000012779 reinforcing material Substances 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- IISBACLAFKSPIT-UHFFFAOYSA-N bisphenol A Chemical compound C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 IISBACLAFKSPIT-UHFFFAOYSA-N 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 239000011800 void material Substances 0.000 description 3
- MQJKPEGWNLWLTK-UHFFFAOYSA-N Dapsone Chemical compound C1=CC(N)=CC=C1S(=O)(=O)C1=CC=C(N)C=C1 MQJKPEGWNLWLTK-UHFFFAOYSA-N 0.000 description 2
- PXKLMJQFEQBVLD-UHFFFAOYSA-N bisphenol F Chemical compound C1=CC(O)=CC=C1CC1=CC=C(O)C=C1 PXKLMJQFEQBVLD-UHFFFAOYSA-N 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- AFEQENGXSMURHA-UHFFFAOYSA-N oxiran-2-ylmethanamine Chemical compound NCC1CO1 AFEQENGXSMURHA-UHFFFAOYSA-N 0.000 description 2
- 239000002990 reinforced plastic Substances 0.000 description 2
- 229920005992 thermoplastic resin Polymers 0.000 description 2
- 239000011345 viscous material Substances 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- VPWNQTHUCYMVMZ-UHFFFAOYSA-N 4,4'-sulfonyldiphenol Chemical compound C1=CC(O)=CC=C1S(=O)(=O)C1=CC=C(O)C=C1 VPWNQTHUCYMVMZ-UHFFFAOYSA-N 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 239000004641 Diallyl-phthalate Substances 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 229930182556 Polyacetal Natural products 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- QUDWYFHPNIMBFC-UHFFFAOYSA-N bis(prop-2-enyl) benzene-1,2-dicarboxylate Chemical compound C=CCOC(=O)C1=CC=CC=C1C(=O)OCC=C QUDWYFHPNIMBFC-UHFFFAOYSA-N 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000011353 cycloaliphatic epoxy resin Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- GYZLOYUZLJXAJU-UHFFFAOYSA-N diglycidyl ether Chemical compound C1OC1COCC1CO1 GYZLOYUZLJXAJU-UHFFFAOYSA-N 0.000 description 1
- ZZTCPWRAHWXWCH-UHFFFAOYSA-N diphenylmethanediamine Chemical compound C=1C=CC=CC=1C(N)(N)C1=CC=CC=C1 ZZTCPWRAHWXWCH-UHFFFAOYSA-N 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 125000000623 heterocyclic group Chemical group 0.000 description 1
- 239000011799 hole material Substances 0.000 description 1
- 229920003986 novolac Polymers 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 229920006122 polyamide resin Polymers 0.000 description 1
- 229920005668 polycarbonate resin Polymers 0.000 description 1
- 239000004431 polycarbonate resin Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 229920013716 polyethylene resin Polymers 0.000 description 1
- 229920006324 polyoxymethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920005990 polystyrene resin Polymers 0.000 description 1
- 229920005749 polyurethane resin Polymers 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Reinforced Plastic Materials (AREA)
- Casting Or Compression Moulding Of Plastics Or The Like (AREA)
- Moulding By Coating Moulds (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、鋼板製タンク、コンクリート製タンクの天井
板、側板等の補強や、コンクリート構造物の梁、床版、
その他種々の構築物の補強に使用することができる構築
物補強用繊維強化プラスチック板に関する。Detailed Description of the Invention The present invention is useful for reinforcing ceiling plates, side plates, etc. of steel plate tanks and concrete tanks, and for reinforcing beams, floor slabs, etc. of concrete structures.
The present invention relates to a fiber-reinforced plastic plate for reinforcing structures that can be used for reinforcing various other structures.
支え立上ｊ
鋼板製タンク、コンクリート製タンクの天井板、側板、
コンクリート構造物の梁、床版、その他種々の構築物は
、永年の使用と共に腐食やりラック等により劣化し、曲
げ応力等の作用により強度が低下するため、補強の必要
が生じる。Supporting and standing up j Ceiling plates, side plates of steel plate tanks, concrete tanks,
BACKGROUND OF THE INVENTION Beams, floor slabs, and other various structures of concrete structures deteriorate over many years of use due to corrosion, racking, etc., and their strength decreases due to the effects of bending stress, etc., resulting in the need for reinforcement.
従来、このような構築物の補強、例えばコンクリート構
造物の床版（コンクリートスラブ）が劣化により強度低
下を生じた場合にその補強は、補強材料として鉄板を使
用して、該鉄板をアンカーボルト等で補強箇所に固定す
る方法が採られていた。また鋼板製タンクの側板の補強
は、鉄板を溶接等で取り付ける方法が一般的である。し
かし、鉄板を補強材料としたのでは補強材料の重量が大
となるため、大面積の補強作業は補強材ネ４の取り扱い
上から困難になり、又補強箇所によっては補強材料の増
り付は作業自体が不可能か、極めて困難なことが多く、
作業効率が悪い。Conventionally, reinforcement of such structures, for example, when the floor slab of a concrete structure (concrete slab) has decreased in strength due to deterioration, has been achieved by using iron plates as the reinforcing material and attaching the iron plates with anchor bolts, etc. The method used was to fix it at reinforced points. In addition, the side plates of steel plate tanks are generally reinforced by attaching iron plates by welding or the like. However, if steel plates are used as the reinforcing material, the weight of the reinforcing material will be large, making reinforcing work on large areas difficult from the perspective of handling the reinforcing material 4, and depending on the reinforcement location, additional reinforcing material may not be added. The task itself is often impossible or extremely difficult;
Work efficiency is poor.
このような問題を解決するべく１重量が極めて軽量で、
補強箇所の表面への取付け、固定方法も容易であり、且
つ引張強度及び弾性率等に優れている繊維強化プラスチ
ック板を補強材料として使用する方法が提案されている
。In order to solve these problems, one weight is extremely light,
A method has been proposed in which a fiber-reinforced plastic plate is used as a reinforcing material because it is easy to attach and fix to the surface of the reinforced area and has excellent tensile strength and elastic modulus.
が
上記のａｍ強化プラスチック板は１例えば炭素繊維など
の強化繊維とマトリクス樹脂とからなるプリプレグを積
層、硬化してなっている。このような繊維強化プラスチ
ック板によれば、好適にコンクリートスラブ、更には種
々の構築物の補強。However, the above-mentioned am reinforced plastic plate is made by laminating and curing prepregs made of reinforcing fibers such as carbon fibers and matrix resin. Such fiber-reinforced plastic plates are suitable for reinforcing concrete slabs and various other structures.
強化をすることが可能になり、又使用される材料が極め
て軽量であるので、その取り扱いも容易で作業効率も向
上するという種々の利点を有している。It has various advantages such as being able to be reinforced, and the material used is extremely lightweight, making it easy to handle and improving work efficiency.
繊維強化プラスチック板による例えばコンクリートスラ
ブの補強は、第４図に示されるように、コンクリートス
ラブｌの補強すべき箇所の表面２に接着剤３を直接又は
プライマーを介して塗布し、その後繊維強化プラスチッ
ク板４を接着剤３上からコンクリートスラブｌの表面２
に押圧して、貼り付けることにより行なわれる。For example, reinforcement of a concrete slab with a fiber-reinforced plastic plate is performed by applying adhesive 3 directly or via a primer to the surface 2 of the concrete slab l at the location to be reinforced, and then applying the fiber-reinforced plastic plate to the surface 2 of the concrete slab l, as shown in FIG. Place plate 4 onto surface 2 of concrete slab l from adhesive 3.
This is done by pressing and pasting.
このとき、コンクリートスラブｌの表面２上の接着剤３
と繊維強化プラスチック板４との間に空気が挟さみ込ま
れて空隙部５が生じると、繊維強化プラスチ−２り板４
による補強効果を低減させるので、接着剤３と繊維強化
プラスチック板４との間にできるだけ空気が挟み込まれ
ることがないようにして、繊維強化プラスチック板４を
貼り付けている。しかしながら、成る程度広い面積をも
ったｍ維強化プラスチック板４を貼り付けることから、
接着剤３と繊維強化プラスチック板４との間に空気が挟
さみ込まれないようにすることは難しく、挟さみ込まれ
た空気による空隙部５が生じることが多い、この挟さみ
込まれた空気による空隙部５の発生は、使用する繊維強
化プラスチック板４が大きくなればなるほど著しくなる
。またコンクリートスラブｌの表面２に凹凸がある場合
、その影響を無くすためにコンクリートスラブｌの表面
２に接着剤３を厚く塗布することがあるが、接着剤３が
厚くても接着剤３と繊維強化プラスチック板４との間に
空気が挟さみ込まれないようにするのが難しいのは同じ
で、同様に挟み込まれた空気による空隙部５が生じる。At this time, the adhesive 3 on the surface 2 of the concrete slab l
When air is trapped between the fiber-reinforced plastic plate 4 and the gap 5 is created, the fiber-reinforced plastic plate 4
In order to reduce the reinforcing effect caused by the adhesive 3 and the fiber-reinforced plastic plate 4, the fiber-reinforced plastic plate 4 is attached in such a way that air is not trapped between the adhesive 3 and the fiber-reinforced plastic plate 4 as much as possible. However, since the m-fiber reinforced plastic plate 4 with a reasonably large area is pasted,
It is difficult to prevent air from being trapped between the adhesive 3 and the fiber-reinforced plastic plate 4, and the trapped air often creates a void 5. The generation of voids 5 due to trapped air becomes more significant as the size of the fiber-reinforced plastic plate 4 used increases. In addition, if the surface 2 of the concrete slab 1 has unevenness, adhesive 3 may be applied thickly to the surface 2 of the concrete slab 1 to eliminate the effect of unevenness, but even if the adhesive 3 is thick, the adhesive 3 and the fibers Similarly, it is difficult to prevent air from being trapped between the reinforced plastic plate 4 and the trapped air creates a void 5.
また逆に接着剤３を多く塗布し過ぎて、接着剤３が過度
に厚くなったり局部的に接着剤３が集まることによる繊
維強化プラスチック板４の膨れが生じる。Conversely, if too much adhesive 3 is applied, the adhesive 3 becomes excessively thick, or the adhesive 3 gathers locally, causing swelling of the fiber-reinforced plastic plate 4.
このようなことから、従来は繊維強化プラスチック板４
による補強効果を十分に発揮させることができなかった
。For this reason, conventional fiber-reinforced plastic plates 4
It was not possible to fully demonstrate the reinforcing effect.
従って、本発明の目的は、鋼板製タンク、コンクリート
製タンクの天井板、側板等、あるいはコンクリート構造
物の梁、床版、その他種々の構築物の補強すべき箇所の
表面上に塗布した接着剤と繊維強化プラスチック板との
間に空気が挟み込まれても、その挟み込まれた空気が残
存するのを容易に防止して、空隙部を発生させることな
く又余分な接着剤を容易に排出して、繊維強化プラスチ
ック板を構築物に貼り付け、繊維強化プラスチック板に
よる補強効果を十分に発揮させて構築物を補強すること
ができるようにした。構築物補強用繊維強化プラスチッ
ク板およびその製造方法を提供することにある。Therefore, it is an object of the present invention to provide adhesives applied to the surfaces of steel plate tanks, ceiling plates, side plates, etc. of concrete tanks, beams and floor slabs of concrete structures, and other various structures to be reinforced. Even if air is trapped between the fiber-reinforced plastic plate and the fiber-reinforced plastic plate, the trapped air can be easily prevented from remaining, and excess adhesive can be easily discharged without creating any voids. The fiber-reinforced plastic plate is pasted on the structure, and the reinforcement effect of the fiber-reinforced plastic plate is fully exhibited, so that the structure can be reinforced. An object of the present invention is to provide a fiber-reinforced plastic plate for reinforcing structures and a method for manufacturing the same.
ための
上記品目的は本発明に係る構築物補強用繊維強化プラス
チック板およびその製造方法にて達成される。The above-mentioned objects are achieved by the fiber-reinforced plastic plate for reinforcing structures and the method for manufacturing the same according to the present invention.
要約すれば本発明は、強化繊維とマトリクス樹脂とから
なるプリプレグを積層、硬化してなり、且つ、その厚み
方向に貫通する複数個の貫通穴を有することを特徴とす
る構築物補強用繊維強化プラスチック板、並びに、強化
繊維とマトリクス樹脂とからなるプリプレグを８＆層し
て、前記積層したプリプレグにその厚み方向に貫通する
複数個の貫通穴を開孔した後、前記貫通穴を軟質の充填
材料で塞いで前記８１磨したプリプレグを加熱、硬化し
、然る後に前記貫通穴を塞いだ充填材料を除去すること
を特徴とする構築物補強用繊維強化プラスチック板の製
造方法、及び、強化繊維とマトリクス樹脂とからなるプ
リプレグの複ａ箇所に強化ｍ維の非配置部分を設けるよ
うにして前記プリプレグを作製し、そして前記複数箇所
の強化繊維の非配置部分を重ねて前記プリプレグをａＢ
して前記積層したプリプレグを加熱、硬化し、然る後に
前記複数箇所の強化繊維の非配置部分にその厚み方向に
貫通する貫通穴を開孔したことを特徴とする構築物補強
用繊維強化プラスチック板の製造方法である。To summarize, the present invention provides a fiber-reinforced plastic for reinforcing structures, which is made by laminating and curing prepregs made of reinforcing fibers and matrix resin, and which has a plurality of through holes penetrating in the thickness direction. After 8 layers of prepreg made of a plate, reinforcing fibers and matrix resin are formed, and a plurality of through holes penetrating the laminated prepreg in the thickness direction are formed, the through holes are filled with a soft filling material. A method for manufacturing a fiber-reinforced plastic plate for reinforcing structures, which comprises heating and curing the plugged and polished prepreg, and then removing the filling material that plugged the through holes, and reinforcing fibers and matrix resin. The prepreg is prepared by providing a portion where reinforcing fibers are not placed in a portion of a prepreg consisting of
A fiber-reinforced plastic board for reinforcing a structure, characterized in that the laminated prepreg is heated and cured, and then through-holes penetrating in the thickness direction are formed in the plurality of parts where reinforcing fibers are not placed. This is a manufacturing method.
本発明の繊維強化プラスチック板は、通常通りプリプレ
グを作製して積層し、未硬化状態で貫通穴を開孔するか
又は加熱硬化したのち貫通穴を開孔することによって得
たものでもよいが１本発明の製造方法によれば、いずれ
も強化繊維を切断することのない貫通穴を有する繊維強
化プラスチック板を製造することができる。The fiber-reinforced plastic plate of the present invention may be obtained by producing and laminating prepregs in the usual manner, and forming through holes in an uncured state, or by forming through holes after heating and curing. According to the manufacturing method of the present invention, it is possible to manufacture a fiber-reinforced plastic plate having through-holes that do not cut reinforcing fibers.
笈１遺 以下、本発明の詳細な説明する。1 koji The present invention will be explained in detail below.
第１図は１本発明の構築物補強用繊維強化プラスチック
板の一実施例を示す斜視図である。第１図に示すように
１本発明の構築物補強用繊維強化プラスチック板６は、
強化繊維とマトリクス樹脂とからなるプリプレグ７を積
層、硬化してなり、１つその厚み方向に貫通する複数個
の貫通穴８を有している。この貫通穴８は構築物の補強
すべき箇所の表面上に繊維強化プラスチック板６を貼り
付ける際に、その表面上に塗布した接着剤と繊維強化プ
ラスチック板６との間に挟み込んだ空気又は余分な接着
剤を外部に排出するためのもの、更には、空気の排出が
不完全な場合はこの貫通穴８から接着剤を注入、充填し
て空気を排出するためのもので、繊維強化プラスチック
板６に例えば直径３〜ｌ Ｏｍ ｍの大きさで１００〜
２００ｍｍの間隔にて設けられる。FIG. 1 is a perspective view showing an embodiment of a fiber-reinforced plastic plate for reinforcing structures according to the present invention. As shown in FIG. 1, the fiber-reinforced plastic board 6 for reinforcing structures according to the present invention is
It is made by laminating and curing prepregs 7 made of reinforcing fibers and matrix resin, and has a plurality of through holes 8 that pass through the prepregs in the thickness direction. This through-hole 8 is used to remove air or excess air trapped between the adhesive applied on the surface of the fiber-reinforced plastic plate 6 and the fiber-reinforced plastic plate 6 when the fiber-reinforced plastic plate 6 is pasted on the surface of the part to be reinforced in the structure. This is for discharging the adhesive to the outside, and if the air is not fully discharged, it is for injecting and filling the adhesive through the through hole 8 and discharging the air. For example, a diameter of 3~l Om m and a size of 100~
They are provided at intervals of 200 mm.
このような貫通穴８を有する繊維強化プラスチック板６
は、未発＃Ｉ製造方法の−っの態様によれば、プリプレ
グ７を未硬化の状態（即ち、軟質状態）に作製して積層
し、そして貫通穴８を開孔して硬化することにより製造
される。Fiber reinforced plastic plate 6 having such a through hole 8
According to the second aspect of the undeveloped #I manufacturing method, the prepreg 7 is produced in an uncured state (that is, in a soft state) and laminated, and the through holes 8 are drilled and hardened. Manufactured.
先ず、強化繊１１（ここで言う強化繊維とはガラス繊維
、アラミド繊維、炭素繊維（黒鉛繊維をも含む）である
）と、マトリクス樹脂の熱硬化性樹Ｊｌ又は熱可塑性樹
脂とを使用して、未硬化のプリプレグ７を作製する。First, using reinforcing fibers 11 (the reinforcing fibers here are glass fibers, aramid fibers, and carbon fibers (including graphite fibers)) and a thermosetting resin or thermoplastic resin as a matrix resin, , an uncured prepreg 7 is produced.
強化ａＳとして炭素繊維を用いた場合について説明する
と、炭素繊維としては、ピッチ系炭素繊維、ＰＡＮ、％
炭素繊維等任意の市販の炭素繊維を使用することができ
るが、好ましくは引張強度２．０ＧＰａ以上、弾性率２
００ＧＰａ以上とされる高強度高弾性率の炭素繊維が使
用される。To explain the case where carbon fiber is used as the reinforced aS, examples of the carbon fiber include pitch-based carbon fiber, PAN, %
Any commercially available carbon fiber such as carbon fiber can be used, but preferably has a tensile strength of 2.0 GPa or more and an elastic modulus of 2.
Carbon fiber with high strength and high modulus of elasticity of 00 GPa or more is used.
般に、直径７〜１２μｍ程度のフィラメントを３０００
〜２４０００本集東合糸することにより形成された炭素
繊維が使用される。Generally, 3000 filaments with a diameter of about 7 to 12 μm are used.
Carbon fibers formed by collecting ~24,000 fibers and combining them are used.
マトリクス樹脂を構成する熱硬化性樹脂としては、エポ
キシ樹脂、不飽和ポリエステル樹脂、ポリウレタン樹脂
、ジアリルフタレート樹脂、フェノール樹脂等が使用可
能であり、更に硬化温度が１３０〜１８０℃となるよう
に硬化剤その他の付与剤、例えば可撓性付与剤等が適当
に選択される。従って、好ましい一例を挙げれば、熱硬
化性樹脂としてはエポキシ樹脂が好ましく、使用可能な
エポキシ樹脂としては、例えば、（１）グリシジルエー
テル系エポキシ樹脂（ビスフェノールＡ、Ｆ、Ｓ系エポ
キシ樹脂、ノボラック系エポキシ樹脂、臭素化ビスフェ
ノールＡ系エポキシ樹Ｉｔ）ｉ）：（２）環式脂肪族エ
ポキシ樹脂： （３）グリシジルエステル系エポキシ樹
脂； （４）グリシジルアミン系エポキシ樹脂； （５
）複素環式エポキシ樹脂：その他種々のエポキシ樹脂か
ら選択される１種又は複数種が使用され、特に、ビスフ
ェノールＡ、Ｆ及びＳ系グリシジルアミン系エポキシ樹
脂が好適に使用される。又、硬化剤としてはジアミノジ
フェニルスルフォン（ＤＤＳ）、ジアミノジフェニルメ
タン（ＤＤＭ）等が好適に使用される。As the thermosetting resin constituting the matrix resin, epoxy resin, unsaturated polyester resin, polyurethane resin, diallyl phthalate resin, phenol resin, etc. can be used. Other imparting agents, such as flexibility imparting agents, are appropriately selected. Therefore, to give a preferable example, an epoxy resin is preferable as a thermosetting resin, and examples of usable epoxy resins include (1) glycidyl ether-based epoxy resins (bisphenol A, F, S-based epoxy resins, novolak-based epoxy resins, Epoxy resin, brominated bisphenol A-based epoxy resin It)i): (2) Cycloaliphatic epoxy resin: (3) Glycidyl ester-based epoxy resin; (4) Glycidylamine-based epoxy resin; (5)
) Heterocyclic epoxy resin: One or more types selected from various other epoxy resins are used, and in particular, bisphenol A, F, and S-based glycidylamine-based epoxy resins are preferably used. Further, as the curing agent, diaminodiphenylsulfone (DDS), diaminodiphenylmethane (DDM), etc. are preferably used.
マトリクス樹脂を構成する熱可塑性樹脂としては、ポリ
アセタール樹脂、飽和ポリエステル樹脂、ポリアミド樹
脂、ポリスチロール樹脂、ポリカーボネート樹脂、塩化
ビニル樹脂、ポリエチレン樹脂、ポリプロピレン樹脂、
アクリル樹脂等が好適である。Thermoplastic resins constituting the matrix resin include polyacetal resin, saturated polyester resin, polyamide resin, polystyrene resin, polycarbonate resin, vinyl chloride resin, polyethylene resin, polypropylene resin,
Acrylic resin etc. are suitable.
未硬化のプリプレグ７は通常の態様にて製造するが、簡
単に説明すると、所定の幅を有した、連続的に供給され
る下フィルムに長繊維の炭素繊維を連続的に供給すると
共に、マトリクス樹脂として例えば熱硬化性樹脂を炭素
繊維へと供給し、該炭素繊維にロール等を使用して加圧
加熱含浸させ、所定厚さ１通常０’、０５〜０．３ｍｍ
とし、未硬化の状態でＬカバーフィルムにて挟持して巻
き取りロールに巻き取ることにより製造する。使用され
る炭素繊維の物性、使用量及び配列態様、更にはマトリ
クス樹脂に対する含浸率を変えることにより、又使用さ
れるマトリクス樹脂の配合割合、つまり特性を種々に変
えることにより種々の引張強度、引張弾性率、更には靭
性を提供するプリプレグ７が作製される。The uncured prepreg 7 is manufactured in a normal manner. To briefly explain, long carbon fibers are continuously supplied to a continuously supplied lower film having a predetermined width, and a matrix is As the resin, for example, a thermosetting resin is supplied to carbon fibers, and the carbon fibers are impregnated with pressure and heat using a roll or the like to a predetermined thickness of 1, usually 0', 05 to 0.3 mm.
It is manufactured by sandwiching the uncured state between L cover films and winding it up on a winding roll. Various tensile strengths and A prepreg 7 is produced that provides modulus of elasticity as well as toughness.
次いで、このようにして製造された未硬化のプリプレグ
７を積層して、その厚み方向に貫通する複数個の貫通穴
８を開孔する。この場合、プリプレグ７は、構築物の補
強箇所に要求される強度、その他の特性に応じて同じ特
性を有したもの、又は異なる特性を有したものが複数枚
積層される。Next, the uncured prepregs 7 manufactured in this manner are laminated, and a plurality of through holes 8 are formed through the layers in the thickness direction. In this case, a plurality of prepregs 7 having the same properties or different properties are laminated depending on the strength and other properties required for the reinforced portion of the structure.
ｒｔ通六８は所望の径となるように針棒等を突き刺して
、積層したプリプレグ７に開孔する。このときプリプレ
グ７は未硬化なので炭素繊維が＃き得、針棒等を突き刺
しても炭素繊維を切断せずに貫通穴８を開孔することが
できる。The rt hole 68 is pierced with a needle bar or the like to form a hole in the laminated prepreg 7 so as to have a desired diameter. At this time, since the prepreg 7 is uncured, the carbon fibers can be formed, and the through holes 8 can be made without cutting the carbon fibers even if the prepreg 7 is pierced with a needle bar or the like.
このようにして積層したプリプレグ７に貫通穴８を開孔
したら６次いで貫通穴８に軟質の充填材料１例えばパテ
、シーラントなどの粘度質材料優品めて、貫通穴８を塞
いだのち、積層したプリプレグ７を温度１３０−１８０
℃で加熱、硬化する。そして貫通穴８に詰めた粘度質材
料を除去すれば１貫通穴８を有する繊維強化プラスチッ
ク板６が得られる。なお、貫通穴８を塞ぐ軟質の充填材
料としては、木片、樹脂片１石膏、鉛片等の比較的柔ら
かい材料も用いることができる。After drilling a through hole 8 in the thus laminated prepreg 7, the through hole 8 was filled with a soft filling material 1, such as a viscous material such as putty or sealant, to close the through hole 8, and then laminated. Prepreg 7 at temperature 130-180
Heating and curing at ℃. Then, by removing the viscous material filled in the through holes 8, a fiber reinforced plastic plate 6 having one through hole 8 is obtained. Note that as the soft filling material for closing the through hole 8, relatively soft materials such as wood chips, resin chips, plaster, lead chips, etc. can also be used.
貫通穴８を有する繊維強化プラスチック板６は、本発明
製造方法の別の一つの態様によれば、プリプレグ７を作
製してプリプレグ７をｌｉＬ層、硬化したのち１貫通穴
８を開孔することによっても製造することができる。According to another embodiment of the manufacturing method of the present invention, the fiber-reinforced plastic plate 6 having the through holes 8 is produced by preparing the prepreg 7, converting the prepreg 7 into a liL layer, curing the prepreg 7, and then drilling one through hole 8 therein. It can also be manufactured by
本製造方法では、先ず、プリプレグ７を上述した製造方
法に準じた方法で半硬化の状態に作製する。その際、半
硬化のプリプレグ７は、第２図に示すように、複数箇所
に炭素繊維９の非配置部分１０を設けるようにして作製
する０次いで、複数箇所の炭素繊維９の非配置部分１０
同士を重ねてプリプレグ７を積層して、積層したプリプ
レグ７を温度１３０−１８０℃で加熱、硬化する。この
ようにして積層したプリプレグ７が硬化したら。In this manufacturing method, first, the prepreg 7 is manufactured in a semi-cured state by a method similar to the manufacturing method described above. At that time, the semi-cured prepreg 7 is prepared by providing portions 10 where carbon fibers 9 are not placed at a plurality of locations, as shown in FIG.
The prepregs 7 are stacked one on top of the other, and the stacked prepregs 7 are heated and cured at a temperature of 130 to 180°C. Once the prepreg 7 laminated in this way is cured.
１−記複数箇所の炭素ｍ維９の非配置部分ｌＯにその厚
み方向に貫通穴８をプレス等で開孔すればよい、炭素縁
ｆｉ９をνＪ断することなく貫通穴８を開孔することが
できる。かくして貫通穴８を有する炭素繊維強化プラス
チック板６が得られる。1- The through holes 8 can be opened in the non-arranged portions lO of the carbon m fibers 9 at multiple locations using a press or the like in the thickness direction.The through holes 8 can be opened without cutting the carbon edge fi9 νJ. Can be done. In this way, a carbon fiber reinforced plastic plate 6 having through holes 8 is obtained.
以４二の製造方法では、繊維強化プラスチック板６とし
て、強化繊維を切断することのない貫通穴８を有する場
合について示したが、補強の目的、程度等によっては、
繊維強化プラスチック板６は１強化繊維を切断した貫通
穴８を有してもよく、従ってその場合には１通常通りプ
リプレグ７を作製して積層し、未硬化状態で貫通穴８を
開孔するか、又は加熱硬化して繊維強化プラスチック板
６としたのち、貫通穴８を開孔すればよい。In the above 42 manufacturing method, the fiber-reinforced plastic plate 6 has a through hole 8 that does not cut the reinforcing fibers, but depending on the purpose and degree of reinforcement, etc.
The fiber-reinforced plastic plate 6 may have through-holes 8 formed by cutting the reinforcing fibers, so in that case, prepregs 7 are produced and laminated as usual, and the through-holes 8 are drilled in an uncured state. Alternatively, after the fiber-reinforced plastic plate 6 is formed by heating and curing, the through-holes 8 may be punched.
次に、本発明に係る炭素繊維強化プラスチック板を使用
した構築物の補強方法を説明する。Next, a method for reinforcing a structure using the carbon fiber reinforced plastic plate according to the present invention will be explained.
第３図を参照すると、コンクリートスラブｌの補強箇所
の下側の表面２に炭素繊維強化プラスチック板６を貼り
付け、劣化により強度が低下したコンクリートスラブ１
の補強をする補強方法が示されている。Referring to FIG. 3, a carbon fiber reinforced plastic plate 6 is attached to the lower surface 2 of the reinforced part of the concrete slab 1, and the concrete slab 1 whose strength has decreased due to deterioration.
A reinforcement method for reinforcing is shown.
コンクリートスラブｌの下側の表面２に、必要に応じて
簡単なケレンを施したのち、接着剤３を直接またはプラ
イマー（図示せず）を介して所定厚さに塗布する０通常
、接着剤３としては炭素繊維強化プ之スチック板６のマ
トリクス樹脂と馴染み易いものが使用される０例えばマ
トリクス樹脂としてエポキシ系樹脂が使用された場合に
は、エポキシ系接着剤等が好適である。該接着剤３の厚
さは通常２〜５ｍｍとされる。プライマーとしてはエポ
キシ系プライマー等が使用可能である。After applying simple kerning to the lower surface 2 of the concrete slab l, if necessary, apply the adhesive 3 to a predetermined thickness either directly or via a primer (not shown).0Usually, the adhesive 3 For example, if an epoxy resin is used as the matrix resin, an epoxy adhesive or the like is suitable. The thickness of the adhesive 3 is usually 2 to 5 mm. As the primer, an epoxy primer or the like can be used.
次に、炭素繊維強化プラスチック板６の一端側を接着剤
３上からコンクリートスラブｌの表面２に押し当てたの
ち、順次他端側へと炭素繊維強化プラスチック板６を押
し付けて、接着剤３と炭素繊維強化プラスチック板６と
の間にできるだけ空気が挟さみ込まれることがないよう
にして、炭素繊維強化プラスチック板６をコンクリート
スラブｌの表面２に貼り付ける。この炭素繊維強化プラ
スチック板６はその厚み方向に貫通する貫通穴８を有し
ており、接着剤３と炭素繊維強化プラスチック板６との
間の空気を貫通穴８を通って外部に排出するので、接着
剤３と炭素繊維強化プラスチック板６との間に空気が挟
み込まれに＜〈、また余分な接着剤も残らない。Next, one end side of the carbon fiber reinforced plastic plate 6 is pressed against the surface 2 of the concrete slab l from above the adhesive 3, and then the carbon fiber reinforced plastic plate 6 is sequentially pressed to the other end side, and the adhesive 3 is pressed against the surface 2 of the concrete slab l. A carbon fiber reinforced plastic board 6 is attached to the surface 2 of a concrete slab 1 in such a way that air is not trapped between the carbon fiber reinforced plastic board 6 and the carbon fiber reinforced plastic board 6 as much as possible. This carbon fiber reinforced plastic plate 6 has a through hole 8 penetrating in its thickness direction, and air between the adhesive 3 and the carbon fiber reinforced plastic plate 6 is discharged to the outside through the through hole 8. Since air is trapped between the adhesive 3 and the carbon fiber reinforced plastic plate 6, no excess adhesive remains.
次いで、コンクリートスラブｌの表面２に貼り付けた炭
素ｍ雄偉化プラスチック板６を、押圧手段１１で押し付
ける。抑圧手段１１は、貫通穴８を塞がない位置に比較
的小ピッチで取り付けた押し角材１２と、その押し角材
１２を直角方向で支えるそれより太い剛性のある押し材
１３と、該押し材１３を所定圧力にて担持し押圧する長
さ方向に調整自在とされる通常のサポート１４とから構
成するのが好適である。なお、抑圧手段１１は、エアー
バッグ等を用いて構成することも可能である。Next, the carbon fiber plastic plate 6 affixed to the surface 2 of the concrete slab 1 is pressed by the pressing means 11 . The suppressing means 11 includes a push bar 12 mounted at a relatively small pitch in a position that does not block the through hole 8, a thicker and more rigid push bar 13 that supports the push bar 12 in a right angle direction, and a push bar 13 that supports the push bar 12 at a right angle. It is preferable that the support 14 is made up of a normal support 14 which is adjustable in the length direction and supports and presses the support 14 at a predetermined pressure. Note that the suppressing means 11 can also be configured using an air bag or the like.
以上のようにして押圧手段１１で炭素繊維強化プラスチ
ック板６を押圧する。すると炭素繊維強化プラスチック
板６はその厚み方向に貫通する貫通穴８を有しているの
で、接着剤３と炭素繊維強化プラスチック板６との間に
狭さみ込まれている空気又は余分な接着剤は、貫通穴８
を通り押し角材１２の間から外部に排出される。従って
、接着剤３と炭素繊維強化プラスチック板６との間に挟
さみ込まれた空気が残存することがなく、挟さみ込まれ
た空気による空隙部を発生させることなく、また余分な
接着剤を残すことなくコンクリートスラブｌの表面２に
炭素繊維強化プラスチック板６を貼り付けることができ
る。このため炭素繊維強化プラスチック板６による補強
効果を十分に発揮させてコンクリートスラブｌを補強す
ることができる。As described above, the carbon fiber reinforced plastic plate 6 is pressed by the pressing means 11. Then, since the carbon fiber reinforced plastic plate 6 has a through hole 8 penetrating in the thickness direction, air trapped between the adhesive 3 and the carbon fiber reinforced plastic plate 6 or excess adhesive can be removed. The agent is inserted through the through hole 8.
It passes through and is discharged to the outside from between the pressed square pieces 12. Therefore, there is no residual air trapped between the adhesive 3 and the carbon fiber reinforced plastic plate 6, and no voids are created due to the trapped air. A carbon fiber-reinforced plastic plate 6 can be attached to the surface 2 of a concrete slab 1 without leaving any residue. Therefore, the concrete slab 1 can be reinforced by fully exerting the reinforcing effect of the carbon fiber reinforced plastic plate 6.
以上の実施例では、炭素繊維強化プラスチック板６はコ
ンクリートスラブ１の補強箇所の下側の表面２に貼り付
けてコンクリートスラブｌを補強したが、炭素繊維強化
プラスチック板６をフンクリートスラブｌの補強箇所の
上側の表面に貼り付けて補強することもできる。また炭
素繊維強化プラスチック板６はコンクリートスラブｌな
どコンクリート構造物だけでなく、鋼板製タンクの側板
等を初め、その他種々の構築物の補強に使用することも
できる。In the above embodiments, the carbon fiber reinforced plastic plate 6 is attached to the lower surface 2 of the reinforced part of the concrete slab 1 to reinforce the concrete slab l, but the carbon fiber reinforced plastic plate 6 is used to reinforce the concrete slab l It can also be pasted on the surface above the area to reinforce it. Further, the carbon fiber reinforced plastic plate 6 can be used not only for reinforcing concrete structures such as concrete slabs 1, but also for reinforcing various other structures such as the side plates of steel plate tanks.
え１立差］
以上説明したように、本発明に係る繊維強化プラスチッ
ク板はその厚み方向に貫通する貫通穴を有しているので
、これを構築物の補強すべき箇所の表面に接着剤を介し
て貼り付けたときに接着剤と＃ａ維強化プラスチック板
との間に空気が狭さみ込まれても、その空気を貫通穴を
通って外部に排出することができ、また空気が抜けきっ
ていない場合でも、その貫通穴から逆に接着剤を注入、
充填することによって、空気を排出することができる。As explained above, the fiber-reinforced plastic plate according to the present invention has a through hole that penetrates in the thickness direction, so it can be attached to the surface of the structure where it is to be reinforced using an adhesive. Even if air is trapped between the adhesive and the #a fiber-reinforced plastic plate when pasted, the air can be exhausted to the outside through the through hole, and the air can be completely removed. Even if it is not, inject the adhesive through the through hole,
By filling, air can be evacuated.
従って接着剤と繊維強化プラスチック板との間に挟さみ
込まれた空気による空隙部が発生するのを防１Ｆでき、
更には、余分な接着剤の排出、局部への接着剤の溜まり
防とができ、その結果、繊謔強化プラスチック板に補強
効果を十分に発揮させて構築物を補強することができる
。また、繊維強化プラスチック板を、強化繊維を切断せ
ずに貫通穴を有するようにしたものでは、強化繊維の強
度低下がないので、大きな補強効果が得られ、使用範囲
も広い。Therefore, it is possible to prevent the formation of voids due to air trapped between the adhesive and the fiber-reinforced plastic plate.
Furthermore, excess adhesive can be discharged and adhesive can be prevented from accumulating locally, and as a result, the fiber-reinforced plastic plate can fully exhibit its reinforcing effect and the structure can be reinforced. In addition, a fiber-reinforced plastic plate having through holes without cutting the reinforcing fibers does not reduce the strength of the reinforcing fibers, so a great reinforcing effect can be obtained and the range of use is wide.
第１図は１本発明の構築物補強用炭素繊維強化プラスチ
ック板の一実施例を示す斜視図である。
第２図は、第１図に示した炭素ｍ雄偉化プラスチック板
の、本発明製造方法の一態様におけるプリプレグを示す
平面図である。
第３図は、第１図に示した炭素繊維強化プラスチック板
によるコンクリートスラブの補強方法を示す説明図であ
る。
第４図は、従来の炭素繊維強化プラスチック板によるコ
ンクリートスラブの補強方法を示す説明図である。
：コンクリートスラブ
二表面
：接着剤
：空隙部
：炭素繊維強化プラスチック板
ニブリプレグ
：貫通穴
：炭素繊維
０：算配ｌ！部分
ｌ：抑圧手段
第３図
第４図
ＪFIG. 1 is a perspective view showing an embodiment of a carbon fiber reinforced plastic plate for reinforcing structures according to the present invention. FIG. 2 is a plan view showing a prepreg in one embodiment of the manufacturing method of the present invention for the carbonaceous plastic plate shown in FIG. 1. FIG. FIG. 3 is an explanatory diagram showing a method of reinforcing a concrete slab using the carbon fiber reinforced plastic plate shown in FIG. 1. FIG. 4 is an explanatory diagram showing a conventional method of reinforcing a concrete slab using a carbon fiber reinforced plastic plate. :Concrete slab two surfaces:Adhesive:Void:Carbon fiber reinforced plastic plate Nibbly preg:Through hole:Carbon fiber 0:Calculation l! Part l: Suppressing means Fig. 3 Fig. 4 J
Claims (1)
積層、硬化してなり、且つ、その厚み方向に貫通する複
数個の貫通穴を有することを特徴とする構築物補強用繊
維強化プラスチック板。 ２）強化繊維とマトリクス樹脂とからなるプリプレグを
積層して、前記積層したプリプレグにその厚み方向に貫
通する複数個の貫通穴を開孔した後、前記貫通穴を軟質
の充填材料で塞いで前記積層したプリプレグを加熱、硬
化し、然る後に前記貫通穴を塞いだ充填材料を除去する
ことを特徴とする構築物補強用繊維強化プラスチック板
の製造方法。 ３）強化繊維とマトリクス樹脂とからなるプリプレグの
複数箇所に強化繊維の非配置部分を設けるようにして前
記プリプレグを作製し、そして前記複数箇所の強化繊維
の非配置部分を重ねて前記プリプレグを積層して、前記
積層したプリプレグを加熱、硬化し、然る後に前記複数
箇所の強化繊維の非配置部分にその厚み方向に貫通する
貫通穴を開孔したことを特徴とする構築物補強用繊維強
化プラスチック板の製造方法。[Scope of Claims] 1) A fiber-reinforced structure for reinforcing structures, which is made by laminating and curing prepregs made of reinforcing fibers and matrix resin, and has a plurality of through holes penetrating in the thickness direction thereof. plastic plate. 2) After laminating prepregs made of reinforcing fibers and matrix resin and punching a plurality of through holes through the laminated prepregs in the thickness direction, the through holes are filled with a soft filling material. A method for producing a fiber-reinforced plastic board for reinforcing structures, which comprises heating and curing the laminated prepreg, and then removing the filler material that filled the through holes. 3) Producing a prepreg made of reinforcing fibers and a matrix resin by providing portions where reinforcing fibers are not placed at multiple locations, and stacking the prepregs by overlapping the multiple portions where reinforcing fibers are not placed. The laminated prepreg is heated and cured, and then through-holes penetrating in the thickness direction are formed in the plurality of portions where reinforcing fibers are not placed. Method of manufacturing the board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1047577A JP2826742B2 (en) | 1989-02-28 | 1989-02-28 | Reinforcement method of building using fiber reinforced plastic plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1047577A JP2826742B2 (en) | 1989-02-28 | 1989-02-28 | Reinforcement method of building using fiber reinforced plastic plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02227220A true JPH02227220A (en) | 1990-09-10 |
| JP2826742B2 JP2826742B2 (en) | 1998-11-18 |
Family
ID=12779101
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1047577A Expired - Fee Related JP2826742B2 (en) | 1989-02-28 | 1989-02-28 | Reinforcement method of building using fiber reinforced plastic plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2826742B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999047448A1 (en) * | 1998-03-18 | 1999-09-23 | Mitsubishi Denki Kabushiki Kaisha | Treadboard device of man-conveyer and man-conveyer |
| JP2002249605A (en) * | 2001-02-26 | 2002-09-06 | Toray Ind Inc | Partially impregnated prepreg |
| KR100416441B1 (en) * | 2000-10-24 | 2004-01-31 | 건융건설 주식회사 | material for repairing and reinforcing of concrete construction |
| JP2009094415A (en) * | 2007-10-12 | 2009-04-30 | Fujitsu Ltd | Wiring board and method of manufacturing the same |
| US8186053B2 (en) | 2008-11-14 | 2012-05-29 | Fujitsu Limited | Circuit board and method of manufacturing the same |
| JP2016539826A (en) * | 2013-11-22 | 2016-12-22 | コンパニ・プラステイツク・オムニウム | Semi-finished product made of prepreg, 3D preform and overmold part |
| WO2019086957A1 (en) * | 2017-11-06 | 2019-05-09 | 日産自動車株式会社 | Method for manufacturing carbon fiber-reinforced plastic molding, and apparatus for manufacturing carbon fiber-reinforced plastic molding |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57137114A (en) * | 1981-02-18 | 1982-08-24 | Nhk Spring Co Ltd | Hole processing of frp molding |
| JPS62264896A (en) * | 1986-05-12 | 1987-11-17 | 町田 輝史 | Manufacture of fiber-reinforced composite material with joining hole |
| JPS634917A (en) * | 1986-06-25 | 1988-01-09 | Matsushita Electric Works Ltd | Manufacture of laminated sheet |
-
1989
- 1989-02-28 JP JP1047577A patent/JP2826742B2/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57137114A (en) * | 1981-02-18 | 1982-08-24 | Nhk Spring Co Ltd | Hole processing of frp molding |
| JPS62264896A (en) * | 1986-05-12 | 1987-11-17 | 町田 輝史 | Manufacture of fiber-reinforced composite material with joining hole |
| JPS634917A (en) * | 1986-06-25 | 1988-01-09 | Matsushita Electric Works Ltd | Manufacture of laminated sheet |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999047448A1 (en) * | 1998-03-18 | 1999-09-23 | Mitsubishi Denki Kabushiki Kaisha | Treadboard device of man-conveyer and man-conveyer |
| KR100416441B1 (en) * | 2000-10-24 | 2004-01-31 | 건융건설 주식회사 | material for repairing and reinforcing of concrete construction |
| JP2002249605A (en) * | 2001-02-26 | 2002-09-06 | Toray Ind Inc | Partially impregnated prepreg |
| JP2009094415A (en) * | 2007-10-12 | 2009-04-30 | Fujitsu Ltd | Wiring board and method of manufacturing the same |
| US8186053B2 (en) | 2008-11-14 | 2012-05-29 | Fujitsu Limited | Circuit board and method of manufacturing the same |
| JP2016539826A (en) * | 2013-11-22 | 2016-12-22 | コンパニ・プラステイツク・オムニウム | Semi-finished product made of prepreg, 3D preform and overmold part |
| US10427386B2 (en) | 2013-11-22 | 2019-10-01 | Compagnie Plastic Omnium | Semi-finished product manufactured from prepreg, three-dimensional preformed body and overmolded part |
| WO2019086957A1 (en) * | 2017-11-06 | 2019-05-09 | 日産自動車株式会社 | Method for manufacturing carbon fiber-reinforced plastic molding, and apparatus for manufacturing carbon fiber-reinforced plastic molding |
| JP2019084727A (en) * | 2017-11-06 | 2019-06-06 | 日産自動車株式会社 | Method of manufacturing carbon fiber reinforced resin molded article and apparatus for manufacturing carbon fiber reinforced resin molded article |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2826742B2 (en) | 1998-11-18 |
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