JP2013181934A - Method and device for inspecting adhesion of reinforced fiber base material for reinforcement to structure - Google Patents
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- 230000037303 wrinkles Effects 0.000 claims abstract description 16
- 239000012783 reinforcing fiber Substances 0.000 claims description 138
- 230000003014 reinforcing effect Effects 0.000 claims description 86
- 238000007689 inspection Methods 0.000 claims description 64
- 239000000758 substrate Substances 0.000 claims description 42
- 239000004744 fabric Substances 0.000 claims description 22
- 229920005989 resin Polymers 0.000 claims description 21
- 239000011347 resin Substances 0.000 claims description 21
- 239000002759 woven fabric Substances 0.000 claims description 14
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 11
- 239000004917 carbon fiber Substances 0.000 claims description 11
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- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 7
- 230000003068 static effect Effects 0.000 claims description 7
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 238000009499 grossing Methods 0.000 claims description 3
- 238000005728 strengthening Methods 0.000 claims 1
- 238000009423 ventilation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
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- 238000004804 winding Methods 0.000 description 7
- 238000000465 moulding Methods 0.000 description 6
- 238000005470 impregnation Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
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- 230000007547 defect Effects 0.000 description 2
- 239000010408 film Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
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- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
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Abstract
Description
本発明は補強用強化繊維基材に内在するボコツキと呼ばれる不均一部分を起因とする施工不良を含浸作業前に検知するための検査方法、および検査装置に関し、ドライな補強用強化繊維基材を検査するにもかかわらず、補強用強化繊維基材に樹脂を含浸させて、土木建築構造物であるコンクリート構造物あるいは鋼構造物(以下、コンクリート構造物、鋼構造物を含めて単に「構造物」という。)へ接着して成形した後のFRPの状態を予測できる検査装置及び検査方法に関する。 The present invention relates to an inspection method and an inspection apparatus for detecting a construction failure caused by a non-uniform portion called unevenness existing in a reinforcing reinforcing fiber base material before impregnation work, and a dry reinforcing reinforcing fiber base material. Regardless of the inspection, the reinforcing reinforcing fiber base material is impregnated with resin, and a concrete structure or steel structure (hereinafter referred to as a concrete structure or steel structure) is simply a “structure”. The present invention relates to an inspection apparatus and an inspection method capable of predicting the state of FRP after being molded by being bonded to.
橋脚、トンネル、煙突や建物などの構造物は、長年の使用による劣化や耐震基準の見直しなどによって、補強や剥落防止の措置が必要となってきている。このような構造物を補強する方法として、たとえば道路橋の床版の場合には、床版の下面に補強用強化繊維基材(例えば炭素繊維織物)を含む繊維強化プラスチック(以下FRPと記す)を接着する方法が採られている。この方法は、補強効果が高く、耐久性も優れており、また、補強作業が簡単なことから、広く施工されるようになってきている。 Structures such as bridge piers, tunnels, chimneys and buildings have been required to be reinforced and prevented from peeling off due to deterioration over the years and review of earthquake resistance standards. As a method of reinforcing such a structure, for example, in the case of a floor slab of a road bridge, a fiber reinforced plastic (hereinafter referred to as FRP) including a reinforcing fiber base material (for example, carbon fiber fabric) for reinforcement on the lower surface of the floor slab. The method of adhering is adopted. This method has a high reinforcing effect, excellent durability, and is easy to reinforce, so that it has been widely applied.
このような補強方法としては、たとえば、まず床版の下面を平滑に施工した後、プライマーを塗り、その上から接着剤である樹脂を塗布して強化繊維基材を貼り付け、その強化繊維基材に樹脂をハンドレイアップ成形により含浸させながら接着させるものである。ここで強化繊維基材としては、多くの場合長さ方向に引張力が作用する箇所に対する補強であることから、強化繊維糸(例えば炭素繊維糸)を一方向に配列した一方向性の織物が多用され、また、樹脂の垂れ落ちを防ぐために高粘度樹脂が使用されている。 As such a reinforcing method, for example, after the lower surface of the floor slab is first smoothly applied, a primer is applied, a resin as an adhesive is applied thereon, and a reinforcing fiber base is applied, and the reinforcing fiber base is applied. The material is bonded while being impregnated with resin by hand lay-up molding. Here, as the reinforcing fiber base material, in many cases, it is a reinforcement for a portion where a tensile force acts in the length direction, and therefore, a unidirectional fabric in which reinforcing fiber yarns (for example, carbon fiber yarns) are arranged in one direction is used. A high viscosity resin is used in order to prevent frequent dripping of the resin.
補強用強化繊維基材が本来持つ構造物への補強効果を発現するためには補強用強化繊維基材と構造物との間に隙間が生じないように密着した状態で貼り付け、接着する必要がある。作業者は基材への樹脂塗布や樹脂含浸をローラーやヘラを用いて行うが、同時に補強用強化繊維基材に生じたボコツキ(補強用強化繊維基材を平坦な面に置いたときに基材が部分的に面に密着せず浮くことをいう。)を補強用強化繊維基材端部へと誘導していき、そこから追い出すことで隙間の発生を防いでいる。しかしながら、使用する補強用強化繊維基材のボコツキが大きかったり多数発生したものであると、ボコツキのすべてを追い出しきれず、最終的に皺や膨れが発生することとなる。 In order to develop the reinforcing effect of the reinforcing reinforcing fiber base material to the original structure, it is necessary to attach and bond the reinforcing reinforcing fiber base material so that there is no gap between the reinforcing reinforcing fiber base material and the structure. There is. The operator applies resin to the base material or impregnates the resin with a roller or spatula. At the same time, the bumps generated on the reinforcing reinforcing fiber base material (when the reinforcing reinforcing fiber base material is placed on a flat surface, This means that the material floats without partially adhering to the surface.) Is guided to the end portion of the reinforcing reinforcing fiber base material, and is expelled from there to prevent the generation of gaps. However, if the reinforcing reinforcing fiber base to be used has a large or large number of irregularities, not all of the irregularities can be expelled and eventually wrinkles and blisters occur.
皺や膨れが発生した箇所では構造物と補強用強化繊維基材との間に隙間が生じ見栄えが悪くなるばかりか、その部分から剥離が発生・進展して補強効果が低減する問題が発生する。そのため作業者は皺や膨れの発生を防ぐことに細心の注意を払いながら補強用強化繊維基材と構造物とを接着させているが、この作業は樹脂が流動性を保っているうちに行う必要があり熟練を要する作業となる。ここで、成形体の平滑性を向上させるために補強用強化繊維基材の上から樹脂を塗布して含浸するときに、前記樹脂が液状未硬化である間にFRP層の表面を透明なフィルムで覆うとともに加圧及び脱泡して平滑化する手法が提案されている(特許文献1)。しかしながら、かかる方法ではもともとの補強用強化繊維基材が平滑でない場合、無理に樹脂含浸中に補強用強化繊維基材を加圧して平滑にしようとすると、ボコツキがうまく追い出しきれずに成形後に皺となる場合がある。 At the place where wrinkles and blisters occur, there is a gap between the structure and the reinforcing fiber base material for reinforcement, resulting in a poor appearance. . For this reason, the operator adheres the reinforcing reinforcing fiber base and the structure while paying close attention to preventing wrinkles and blisters, but this work is performed while the resin is fluid. Necessary and skillful work. Here, when the resin is applied and impregnated from above the reinforcing reinforcing fiber base material in order to improve the smoothness of the molded body, the surface of the FRP layer is transparent while the resin is liquid uncured. A method of covering and covering with pressure and smoothing by pressurization and defoaming has been proposed (Patent Document 1). However, if the original reinforcing reinforcing fiber base material is not smooth in such a method, if the reinforcing reinforcing fiber base material is forced to be pressed and smoothed during resin impregnation, the unevenness will not be well removed and the mold will be damaged after molding. It may become.
この問題を予防するために、従来は補強用強化繊維基材を5〜10mの長さで作製した時点で一旦、該補強用強化繊維基材をマシンから取り外し、該補強用強化繊維基材を1〜7mの長さに引き出しながら床に敷いた状態で該補強用強化繊維基材に発生するボコツキ具合(浮いた部分の面積、高さ、発生数など)を見て合否判定している。具体的には実際の構造物へ接着させるときのように基材のボコツキを手でおさえながら解消させることが可能か判断している。しかしながら、ボコツキを手でおさえたときに、基材が固定されていないため、その部分のボコツキが他の部分へと移動するということが繰り返されボコツキが解消できたかどうかの判断が難しく、成形した後のFRPに発生する皺や膨れの有無を正確に予測することは困難であった。 In order to prevent this problem, conventionally, once the reinforcing reinforcing fiber base is produced with a length of 5 to 10 m, the reinforcing reinforcing fiber base is once removed from the machine, and the reinforcing reinforcing fiber base is removed. A pass / fail decision is made by looking at the degree of bumpiness (the area of the floating portion, the height, the number of occurrences, etc.) generated in the reinforcing reinforcing fiber base material while being laid on the floor while being drawn to a length of 1 to 7 m. Specifically, it is determined whether or not it is possible to eliminate the unevenness of the base material by hand as in the case of bonding to an actual structure. However, since the base material is not fixed when the bumps are held down by hand, it is difficult to judge whether the bumps have been eliminated by repeating that portion's bumps moving to other parts, and molding was performed. It was difficult to accurately predict the presence or absence of wrinkles and blisters occurring in the later FRP.
基材の検査装置としては、シート状の検査対象物を平滑面に真空吸着させて保持させた状態で該検査対象物表面をカメラで撮像しながら欠点検査を行う画像検査装置が提案されている(特許文献2)。これは紙類、フィルム類、またはシート状のディスプレイ等を検査対象とし、画像処理により検査を行う検査装置に関するものである。特許文献2によると、従来は検査プレート上に置かれた検査対象を検査中に動かないように押さえレバーや重石等によって固定する装置を用いていたが、それでは押さえつけた部分の検査ができないため、検査対象を検査プレートに吸着させて保持する装置とすることで全面を検査でき、かつ、検査対象の保持状態を平面に保つことができるため検査精度を向上させることを目的としたものである。検査内容については特に記載がなく、従来の装置と同様、画像に点や線等の欠陥が発生しているか否かを判別するものである。従って、特許文献2は、基材の構造物への密着性やボコツキを検査するものとは異なっており、補修補強基材を施工したときをシミュレートすることを可能とする方法について開示されておらず、また検査方法が画像検査となるため、装置を導入するためのコストが高額になる。 As a substrate inspection apparatus, an image inspection apparatus that performs defect inspection while imaging a surface of an inspection object with a camera in a state where a sheet-like inspection object is vacuum-adsorbed and held on a smooth surface has been proposed. (Patent Document 2). This relates to an inspection apparatus that inspects paper, films, sheet-like displays, and the like, and performs inspection by image processing. According to Patent Document 2, conventionally, an inspection object placed on an inspection plate was fixed by a holding lever or a weight so as not to move during the inspection, but the pressed portion cannot be inspected. The object of the present invention is to improve the inspection accuracy because the entire surface can be inspected by using an apparatus that holds the inspection object by adsorbing it to the inspection plate, and the inspection object is held in a flat state. The inspection contents are not particularly described, and it is determined whether or not a defect such as a dot or a line has occurred in the image as in the conventional apparatus. Therefore, Patent Document 2 is different from the method for inspecting adhesion and unevenness of the base material to the structure, and discloses a method that enables the simulation of when the repair / reinforcement base material is applied. In addition, since the inspection method is an image inspection, the cost for introducing the apparatus is high.
上記従来技術の問題点を解消し、構造物に隙間なく密着できるため、施工性よくFRPに成形した後に優れた力学特性を発現するための補強用強化繊維基材の検査方法およびその検査装置を安価に提供することにある。 A method for inspecting a reinforcing fiber base material for reinforcement and an inspection device for expressing excellent mechanical properties after molding into an FRP with good workability, because the above-mentioned problems of the prior art are solved and the structure can be closely adhered. It is to provide at low cost.
上記目的を達成するために、本発明は、次の(1)〜(9)を特徴とするものである。 In order to achieve the above object, the present invention is characterized by the following (1) to (9).
(1)全体の95重量%以上が伸度3%未満の強化繊維から構成され、幅が0.1〜1.8m、長さ1〜7mの範囲である補強用強化繊維基材の樹脂含浸施工性を基材状態で検査する方法であって、前記基材を、表面が平坦であって、基材をその全表面にわたって密着させるための密着手段を備えた支持体上に、前記基材にかかる張力を開放し静置した後、密着手段によって前記支持体に密着させ、前記基材にボコツキが発生した場合、そのボコツキを長手方向の一方の端の方向に基材の平滑化手段を用いて移動させた後、基材表面に残留する皺の数によって補強用強化繊維基材の構造物への密着性を評価する検査方法。 (1) Resin impregnation of reinforcing fiber base material for reinforcement comprising 95% by weight or more of reinforcing fibers having an elongation of less than 3% and having a width of 0.1 to 1.8 m and a length of 1 to 7 m. A method for inspecting workability in a base material state, wherein the base material has a flat surface, and the base material is provided on a support provided with close contact means for bringing the base material into close contact over the entire surface. After the tension applied to the substrate is left to stand, the substrate is brought into close contact with the support member, and when the base material is uneven, the base member is smoothed in the direction of one end in the longitudinal direction. The inspection method which evaluates the adhesiveness to the structure of the reinforcing fiber base material for reinforcement by the number of wrinkles remaining on the base material surface after being used and moved.
(2)前記全体の95重量%以上の強化繊維が、引張強さ4,000MPa以上、引張弾性率が200GPa以上の強化繊維から構成される、(1)に記載の検査方法。 (2) The inspection method according to (1), wherein 95% by weight or more of the reinforcing fibers are composed of reinforcing fibers having a tensile strength of 4,000 MPa or more and a tensile modulus of 200 GPa or more.
(3)補強用強化繊維基材が、編物、織物、多軸積層基材のいずれかである、(1)または(2)に記載の検査方法。 (3) The inspection method according to (1) or (2), wherein the reinforcing reinforcing fiber substrate is any one of a knitted fabric, a woven fabric, and a multiaxial laminated substrate.
(4)支持体と補強用強化繊維基材との密着手段が真空密着手段である、(1)〜(3)のいずれかに記載の検査方法。 (4) The inspection method according to any one of (1) to (3), wherein the contact means between the support and the reinforcing reinforcing fiber base is a vacuum contact means.
(5)支持体と補強用強化繊維基材との密着手段が静電気密着手段である、(1)〜(3)のいずれかに記載の検査方法。 (5) The inspection method according to any one of (1) to (3), wherein the contact means between the support and the reinforcing reinforcing fiber base is an electrostatic contact means.
(6)強化繊維が炭素繊維、ガラス繊維、アラミド繊維のいずれか、またはそれら複数の組み合わせからなる、(1)〜(5)のいずれかに記載の検査方法。 (6) The inspection method according to any one of (1) to (5), wherein the reinforcing fiber is made of any one of carbon fiber, glass fiber, and aramid fiber, or a combination thereof.
(7)補強用強化繊維基材を載せ、基材を平面状に保持するための平坦な支持体と、前記補強用強化繊維基材と前記支持体とを密着させるための密着装置とを備えた補強用強化繊維基材の検査装置。 (7) A flat support for placing the reinforcing reinforcing fiber base and holding the base in a flat shape, and an adhesion device for bringing the reinforcing reinforcing fiber base and the support into close contact with each other are provided. Inspection device for reinforcing fiber base for reinforcement.
(8)密着装置が、前記支持体に複数の吸引孔が設けられ、前記吸引孔に通じた吸引装置を備えてなり、かつ、通気を遮断して補強用強化繊維基材と前記支持体とを密着するためのフィルムを備えた真空密着装置である、(7)に記載の補強用強化繊維基材の検査装置。 (8) The contact device is provided with a plurality of suction holes provided in the support, and includes a suction device that communicates with the suction holes. (7) The reinforcing reinforcing fiber base material inspection device according to (7), which is a vacuum contact device provided with a film for closely contacting the substrate.
(9)密着装置が、前記支持体に静電気を発生させて補強用強化繊維基材と支持体とを密着させることを目的とした静電気発生装置を備えてなる、(7)に記載の補強用強化繊維基材の検査装置。 (9) The reinforcing device according to (7), wherein the close contact device includes a static electricity generating device for generating static electricity on the support to bring the reinforcing reinforcing fiber base and the support into close contact with each other. Reinforcing fiber substrate inspection equipment.
本発明の検査方法、および、検査装置により、ドライな補強用強化繊維基材を検査するにもかかわらず、補強用強化繊維基材に樹脂を含浸させて構造物へ接着して成形した後のFRPの状態を予測できるため、補強用強化繊維基材のボコツキに起因する施工不良を防ぐことができる。 In spite of inspecting a dry reinforcing reinforcing fiber base with the inspecting method and the inspection apparatus of the present invention, the reinforcing reinforcing fiber base is impregnated with a resin and bonded to a structure and then molded. Since the state of the FRP can be predicted, it is possible to prevent a construction failure due to unevenness of the reinforcing reinforcing fiber base material.
以下、本発明の実施形態の一例について図面を参照しながら説明する。 Hereinafter, an example of an embodiment of the present invention will be described with reference to the drawings.
図1は、本発明の密着手段(密着装置)の内、真空密着手段を有した補強用強化繊維基材の構造物への密着性検査方法の一実施態様を示す概略図である。図1に示す通り、幅が0.1〜1.8mの範囲である補強用強化繊維基材1はロール状から長さが1〜7mの範囲で巻き出された状態で長平坦な支持体2の上に置かれ、前記補強用強化繊維基材1と前記支持体2とを真空による密着手段(真空密着装置)により密着させる。 FIG. 1 is a schematic view showing an embodiment of a method for inspecting the adhesion of a reinforcing reinforcing fiber substrate having a vacuum contact means to a structure among the contact means (contact apparatus) of the present invention. As shown in FIG. 1, the reinforcing reinforcing fiber base 1 having a width in the range of 0.1 to 1.8 m is a long and flat support in a state of being unwound in a range of 1 to 7 m from the roll shape. 2, the reinforcing reinforcing fiber substrate 1 and the support 2 are brought into close contact with each other by a close contact means (vacuum contact apparatus) using vacuum.
補強用強化繊維基材は、ロールに巻かれてないカットされたサンプルでは、一端を手でもって引き出し、張力を付与しない状態で支持体上に配置し静置してから、密着手段によって支持体2へ密着させていく。また、ロール状に巻き取られたサンプルであれば、支持体2の上で検査を行う位置まで基材を移動させた後、基材にかかる張力を開放する。 In the case of a cut sample that is not wound on a roll, the reinforcing reinforcing fiber substrate is pulled out by one hand, placed on a support without being applied with tension, and allowed to stand, and then supported by a close contact means. Adhere to 2. Moreover, if it is a sample wound up by roll shape, after moving a base material to the position which test | inspects on the support body 2, the tension | tensile_strength concerning a base material will be open | released.
その後、強化繊維基材に発生したボコツキを基材端部へと誘導し、そこからボコツキを追い出しながら支持体に強化繊維基材を密着させていく。このとき、基材の平滑化手段として、支持体に皺が入らないよう、強化繊維基材を傷つけない程度の柔らかく滑りやすいヘラで補強用強化繊維基材に発生したボコツキを基材端部へと誘導し、そこから追い出しながら平坦な支持体に補強用強化繊維基材を密着させていくことが好ましい。 Thereafter, the irregularity generated in the reinforcing fiber base is guided to the end of the base, and the reinforcing fiber base is brought into close contact with the support while expelling the irregularity therefrom. At this time, as a means for smoothing the base material, the unevenness generated in the reinforcing fiber base material for reinforcement with a soft and slippery spatula that does not damage the reinforcing fiber base material so as not to cause wrinkles in the support is applied to the end of the base material. It is preferable that the reinforcing reinforcing fiber base material is brought into close contact with a flat support while being driven out.
図2は支持体2の上に補強用強化繊維基材1を密着手段(密着装置)により密着させたときの状態を示す。 FIG. 2 shows a state when the reinforcing reinforcing fiber substrate 1 is brought into close contact with the support 2 by means of close contact means (contact device).
補強用強化繊維基材が平滑性に優れたものであれば、ボコツキの発生がなく、支持体との間に隙間なく密着できる。しかし、補強用強化繊維基材に内在する強化繊維の糸長差などの要因により補強用強化繊維基材にボコツキ5が発生する、平滑性に劣るものであれば、基材の平滑化手段として強化繊維基材を傷つけない程度の柔らかく滑りやすいヘラや手などで補強用強化繊維基材のボコツキを基材端部へと誘導し、そこから追い出しながら支持体と隙間なく密着させていく必要がある。このとき、実際の構造物へ補強用強化繊維基材を、液状樹脂を含浸させて接着させる施工時と同様にして補強用強化繊維基材を平滑にのばしながら密着させていくが、ボコツキの大きさ、数量によってはボコツキがうまく追い出されない場合があり、解消できないボコツキは最終的に皺6となる。この皺6の発生有無によってFRPに成形した後の状態を予測できるため、補強用強化繊維基材のボコツキに起因する施工ミスを予防できる。 If the reinforcing reinforcing fiber base material is excellent in smoothness, there will be no blurring and it can be in close contact with the support without any gaps. However, as long as the surface of the reinforcing reinforcing fiber base material is inferior in smoothness due to factors such as a difference in yarn length of the reinforcing fiber inherent in the reinforcing reinforcing fiber base material, the base material is smoothed. It is necessary to guide the unevenness of the reinforcing reinforcing fiber base to the edge of the base with a soft and slippery spatula or hand that does not damage the reinforcing fiber base, and to stick it to the support without any gaps while expelling from it. is there. At this time, the reinforcing reinforcing fiber base material is in close contact with the actual structure in the same manner as in the construction in which the reinforcing resin base material is impregnated with liquid resin and adhered. Depending on the quantity, the irregularity may not be successfully expelled, and the irregularity that cannot be resolved eventually becomes 皺 6. Since the state after molding into the FRP can be predicted based on the presence or absence of the wrinkles 6, it is possible to prevent a construction error caused by the unevenness of the reinforcing reinforcing fiber substrate.
ここで解消できないボコツキとは、密着装置上の基材にボコツキを生じた場合、それらのボコツキを基材の一方向に送っていき、端まで送ったときに解消されず、これらを強制的に解消しようとすると皺になるものと定義され、合否判定に際しては、検査装置上1つ以上のボコツキが発生するものを不合格とすることが推奨される。 Bokeh that can not be resolved here means that if the substrate on the adhesion device is bumped, it will not be resolved when it is sent to one end of the substrate and sent to the end, forcing these It is defined that it becomes a habit when trying to eliminate it, and it is recommended that one or more irregularities on the inspection device be rejected when determining pass / fail.
補強用強化繊維基材の検査を行う長さは実際に施工する構造物の寸法・形状に合わせて適宜決定されるが、補強用強化繊維基材の検査部の長さが1m未満であると、ボコツキを追い出すための補強用強化繊維基材端部の長さが補強用強化繊維基材の検査面積に対して大きくなり、皺が発生しにくくなるため、検査が甘くなり、補強用強化繊維基材の検査部の長さが7mを超えると、検査装置が大がかりとなるため好ましくない。その観点から2〜6mの範囲であることがさらに好ましい。補強繊維基材の検査部全面を検査したい場合には、補強用強化繊維基材の全表面にわたって密着させる必要があるため、支持体の長さと幅は検査部分よりも大きめになっている必要がある。また、補強用強化繊維基材の幅も長さと同様に施工する構造物の寸法・形状に合わせて適宜決定されるが取扱い上の問題から、一般に0.1〜1.8mのものが使用される。通常、幅が0.1m未満であると補強用強化繊維基材同士を貼り合わせる回数が多くなるため施工性が悪くなり、1.8mを越えると取扱い性に劣るため、補強用強化繊維基材の幅は0.1〜1.8mの範囲とするのが好適であり、より好ましくは0.3〜1.2mとするのが好ましい。なお、前記補強用強化繊維基材の実際の使用時においては、施工される構造物の寸法・形状に応じて適宜切断されて使用されることとなる。 The length for inspecting the reinforcing reinforcing fiber base is appropriately determined according to the size and shape of the structure to be actually constructed, and the length of the inspecting portion of the reinforcing reinforcing fiber base is less than 1 m. The length of the reinforcing fiber base for reinforcing the fiber to expel it becomes larger than the inspection area of the reinforcing fiber base for reinforcing, and it becomes difficult for wrinkles to occur. If the length of the inspection portion of the base material exceeds 7 m, the inspection apparatus becomes large, which is not preferable. From that viewpoint, the range of 2 to 6 m is more preferable. If you want to inspect the entire inspection area of the reinforcing fiber base, it is necessary to make it adhere over the entire surface of the reinforcing reinforcing fiber base, so the length and width of the support must be larger than the inspection area. is there. In addition, the width of the reinforcing reinforcing fiber base material is appropriately determined according to the size and shape of the structure to be constructed in the same manner as the length, but from the handling problem, generally 0.1 to 1.8 m is used. The Usually, when the width is less than 0.1 m, the number of times of bonding the reinforcing reinforcing fiber bases increases, so the workability deteriorates. When the width exceeds 1.8 m, the handling properties deteriorate, and therefore the reinforcing reinforcing fiber bases Is preferably in the range of 0.1 to 1.8 m, more preferably 0.3 to 1.2 m. In the actual use of the reinforcing reinforcing fiber substrate, the reinforcing reinforcing fiber substrate is used by being appropriately cut according to the size and shape of the structure to be constructed.
本発明の検査対象となる補強用強化繊維基材を構成する強化繊維は、伸度3%未満ものを全体の95%重量以上使用している。主原料である強化繊維の伸度が低いため、伸び縮みによって皺を吸収することが困難で、皺が発生しやすいという問題があるため、本発明の検査方法が必要となる。 Reinforcing fibers constituting the reinforcing reinforcing fiber substrate to be inspected according to the present invention use those having an elongation of less than 3% by weight of 95% or more. Since the elongation of the reinforcing fiber, which is the main raw material, is low, it is difficult to absorb wrinkles due to expansion and contraction, and there is a problem that wrinkles are likely to occur. Therefore, the inspection method of the present invention is necessary.
また、本発明の検査対象となる補強用強化繊維基材を構成する、前記全体の95%重量以上をしめる、伸度3%未満の強化繊維は、引張強さ4,000MPa以上、引張弾性率200GPa以上であることが本発明の補強用強化繊維基材の目的である構造物の補強効果を発現する上で好ましい。 In addition, the reinforcing fiber constituting the reinforcing reinforcing fiber base material to be inspected according to the present invention, the weight of which is 95% by weight or more and having an elongation of less than 3%, has a tensile strength of 4,000 MPa or more and a tensile modulus. 200 GPa or more is preferable in order to express the reinforcing effect of the structure which is the object of the reinforcing fiber base material for reinforcement of the present invention.
本発明の実施の一例としては、図1に示すような補強用強化繊維基材と支持体とを真空密着させるための方法として、吸引装置4を備えてあり、支持体の平滑面に複数設けられた吸引孔を介して補強用強化繊維基材1と支持体2とを真空密着させる。吸引孔の大きさ、孔間隔については、基材の吸引を行ったときに、吸引斑が生じず、一様に平滑に, 密着される様設定され、例えば10cm四方角に2,500〜25,000個の孔が蜂の巣状に配列しているものが使用される。 As an example of the embodiment of the present invention, a suction device 4 is provided as a method for vacuum-adhering the reinforcing reinforcing fiber substrate and the support as shown in FIG. 1, and a plurality of them are provided on the smooth surface of the support. The reinforcing reinforcing fiber substrate 1 and the support 2 are brought into vacuum contact with each other through the suction holes. The size and spacing of the suction holes are set so that when the base material is sucked, suction spots do not occur and are evenly and smoothly adhered, for example, 2,500 to 25 in a 10 cm square. One in which 1,000 holes are arranged in a honeycomb shape is used.
なお、前記支補強用強化繊維基材1の通気性が高いために、エアー洩れが生じて真空による密着がうまくできない場合は、支持体2の上に配置された前記補強用強化繊維基材1の上に通気性の低いカバーフィルム3を被せることで、補強用強化繊維基材と支持体とを密着させることができる。 When the reinforcing fiber base material 1 for supporting and reinforcing the air permeability is high, when air leakage occurs and adhesion by vacuum cannot be performed well, the reinforcing reinforcing fiber substrate 1 disposed on the support 2 is used. The reinforcing reinforcing fiber substrate and the support can be brought into close contact with each other by covering the cover film 3 with low air permeability.
図3は本発明の密着手段(密着装置)の内、静電気密着手段(静電気密着装置)を有した補強用強化繊維基材の平滑性検査方法の一実施態様を示す概略図である。図2に示すとおり、幅が0.1〜1.8mの範囲である補強用強化繊維基材1はロール状から長さが1〜7mの範囲で巻き出された状態で長平坦な支持体2の上に置かれ、前記補強用強化繊維基材1と前記支持体2とを静電気発生装置7で発生させた静電気による密着手段により密着させる。前記の密着手段によって補強用強化繊維基材1と支持体2とを密着させることにより、コンクリートへ接着させて成形した後のFRPの状態を擬似的に創り出すことができる。 FIG. 3 is a schematic view showing one embodiment of a method for inspecting the smoothness of a reinforcing reinforcing fiber substrate having an electrostatic contact means (electrostatic contact apparatus) in the contact means (contact apparatus) of the present invention. As shown in FIG. 2, the reinforcing reinforcing fiber base 1 having a width in the range of 0.1 to 1.8 m is a long and flat support in a state of being unwound in a range of 1 to 7 m from the roll shape. 2, the reinforcing reinforcing fiber base 1 and the support 2 are brought into close contact with each other by means of static electricity generated by the static electricity generator 7. By bringing the reinforcing reinforcing fiber substrate 1 and the support 2 into close contact with each other by the contact means, it is possible to create a pseudo FRP state after being bonded to concrete and molded.
本発明の検査対象となる補強用強化繊維基材としては各種形態のものが使用可能であるが、通常、強化繊維の基材への加工性、基材の取扱性、FRPに成形した後の力学特性の観点から編物、織物、多軸積層基材のいずれかである。中でも強化繊維の真直性に優れ、優れた力学特性を発現することができる織物または多軸積層基材が多く用いられ、さらに優れた取扱い性や樹脂含浸性が得られる点から一方向織物が最も多く用いられており、本発明の検査対象としても好適である。 Various types of reinforcing fiber base materials for reinforcement to be inspected according to the present invention can be used, but usually, the workability of the reinforcing fibers into the base material, the handleability of the base material, and the FRP after molding From the viewpoint of mechanical properties, it is either a knitted fabric, a woven fabric, or a multiaxial laminated substrate. Among them, woven fabrics or multiaxial laminated base materials that are excellent in straightness of reinforcing fibers and exhibit excellent mechanical properties are often used, and unidirectional fabrics are the most preferable because they provide excellent handling properties and resin impregnation properties. It is often used and is also suitable as an inspection object of the present invention.
ここで、本明細書における「一方向織物」とは、例えばたて方向に配列したたて糸が炭素繊維からなり、よこ方向に配列したよこ糸がたて糸の形状を保持するための繊維糸からなる織物を意味する。よこ糸は補助糸とも呼ばれ、たて糸がほぐれないようにするものであればいずれの繊維からなってもよい。一方向織物においては、たて糸はよこ糸よりも密に配置されており、すなわちたて糸の織り密度はよこ糸の織り密度よりも大きく、よこ糸の繊度はたて糸の繊度より小さい。 Here, the “one-way woven fabric” in the present specification refers to a woven fabric made of, for example, warp yarns arranged in the warp direction made of carbon fibers, and the weft yarns arranged in the weft direction made of fiber yarns for maintaining the shape of the warp yarn. means. The weft yarn is also called an auxiliary yarn and may be made of any fiber as long as the warp yarn is not loosened. In a unidirectional fabric, the warp yarns are arranged more densely than the weft yarns, that is, the weft density of the warp yarns is greater than the weave density of the weft yarns, and the fineness of the weft yarns is less than the fineness of the warp yarns.
前記一方向織物は、よこ糸に熱融着性樹脂を含んでいると、前記熱融着性樹脂を溶融させてよこ糸とたて合糸とを交錯部にて固着することで形態安定性を向上させ、取扱性を良くすることができるため好適である。 When the unidirectional fabric contains a heat-fusible resin in the weft yarn, the heat-fusible resin is melted and the weft yarn and the warp yarn are fixed at the crossing portion to improve the shape stability. Therefore, it is preferable because the handleability can be improved.
前記一方向織物は、たて糸と、よこ糸とが交錯した織物で、織り組織は綾組織や繻子組織等特に限定はない。しかし、通常の織物に比べこの一方向織物はよこ糸間の間隔が大きく、目ずれしやすいので、形態安定性の点から平織組織が好ましく用いられる。 The unidirectional woven fabric is a woven fabric in which warp yarns and weft yarns are interlaced, and the weave structure is not particularly limited, such as a twill structure or a satin structure. However, compared to a normal woven fabric, this unidirectional woven fabric has a larger interval between wefts and is easily misaligned, so a plain weave structure is preferably used from the viewpoint of form stability.
また、前記一方向織物の強化繊維の目付は通常、180〜1,000g/cm2 の範囲ものが施工時の取扱性、樹脂の含浸性の観点から多く用いられている。 Further, the basis weight of the reinforcing fibers of the unidirectional woven fabric is usually in the range of 180 to 1,000 g / cm 2 from the viewpoint of handling property during construction and resin impregnation.
補強用強化繊維基材の検査方法を便宜上、該補強用強化繊維基材が強化繊維織物である場合の例を用いて説明するが、本発明における補強用強化繊維基材の形態はこの限りではない。 For the sake of convenience, the method for inspecting a reinforcing reinforcing fiber substrate will be described using an example in which the reinforcing reinforcing fiber substrate is a reinforcing fiber fabric. However, the form of the reinforcing reinforcing fiber substrate in the present invention is not limited to this. Absent.
本発明の検査対象となる強化繊維織物を構成する強化繊維は前述したとおり伸度3%未満ものを全体の95重量%以上使用している関係で、強化繊維自体に変形に対する自由度が少ないため、強化繊維織物のボコツキが大きかったり多数であったりすると、ボコツキのすべてを解消できず、最終的に皺が発生することとなる。特に、形態安定性を持たせるために目止め剤を使用した目止め織物では、形態安定性が高いことが原因となって、比較的軽度なボコツキであっても、基材の平滑化手段でボコツキを移動させて追い出すことが困難となる。このような強化繊維織物を構造物に接着した場合も強化繊維織物のボコツキを起因とした皺や膨れが発生するので、該強化繊維織物は不合格として扱い、それ以上生産を行うことなく、直ちに強化繊維織物のボコツキを抑えるための製織条件の調整を行う。例えばクリールのブレーキ調整を行うことによってたて糸張力を均一化する等の方法によってボコツキは解消される。このように検査と調整を皺が発生しなくなるまで繰り返し、合格となった条件で製品を製織する。 Since the reinforcing fiber constituting the reinforcing fiber fabric to be inspected according to the present invention uses 95% by weight or more of an elongation of less than 3% as described above, the reinforcing fiber itself has a low degree of freedom for deformation. If the reinforcing fiber fabric has a large or large number of irregularities, all of the irregularities cannot be eliminated and eventually wrinkles are generated. In particular, in the case of a woven fabric that uses a sealing agent to provide form stability, even if it is relatively lightly uneven due to high form stability, it is necessary to smooth the substrate. It becomes difficult to move the bumps away. Even when such a reinforcing fiber fabric is bonded to a structure, wrinkles and blisters caused by the unevenness of the reinforcing fiber fabric are generated. Therefore, the reinforcing fiber fabric is treated as a failure, and immediately, without further production. The weaving conditions are adjusted to suppress the unevenness of the reinforcing fiber fabric. For example, the unevenness is eliminated by a method of equalizing the warp thread tension by adjusting the brake of the creel. In this way, the inspection and adjustment are repeated until no wrinkles occur, and the product is woven under conditions that pass.
また、別の態様として、製品としてでき上がった強化繊維織物を出荷検査する場合の検査方法を説明する。通常、強化繊維織物はロール状に巻かれた形態であることが多い。該ロール状に巻かれた強化繊維織物は製品としてユーザーへ納入する前のものであるため、長さ方向に切断することなくロール状のまま出荷することが好ましい。そのような意味で検査装置には図4に示すロール巻き出し装置8とロール巻き取り装置9とを設置し、検査したい場所まで容易に巻き出せることが好ましい。なお、ロール巻き出し装置は積極的に巻き取り側へと送り出す装置は必ずしも必要としないが、ロールの巻き崩れ等の張力不足が起因となる問題を防ぐ上で、巻き取り張力を制御するためのブレーキ装置が設置されていることが好ましい。例えばロール状に巻かれた強化繊維織物を20mおきに検査したい場合は、最初の0m部分を検査後、測長器で測長しながら巻き取り装置で20m毎に巻き取り、検査を行う。検査する部分は基材に対して実質的に張力の付加されていない状態で支持体に密着させる必要があるため、一時的に巻き出し側、あるいは巻取り側を自由端として張力を開放することが必要である。
また、上述の検査方法で検査を行う場合、巻き出し側には強化繊維織物巻き取り時の蛇行によってロールが筍状なるのを防ぐための蛇行防止装置を備えていることが巻き姿を良好に保つ上で好ましい。なお、前記蛇行防止装置は特に限定されないが、例えば強化繊維織物の幅端部位置を検出するエッジセンサーと、該エッジセンサーによる強化繊維織物の幅端部の検出位置に基づいてロール巻き出し装置を左右にスライドさせて該強化繊維織物の幅方向位置を制御する方法が一般的に知られている。
Moreover, the inspection method in the case of carrying out a shipping inspection of the reinforced fiber fabric completed as a product is demonstrated as another aspect. Usually, the reinforcing fiber fabric is often in the form of a roll. Since the reinforcing fiber fabric wound in a roll shape is a product before delivery to a user as a product, it is preferable to ship the roll fiber without cutting in the length direction. In that sense, it is preferable that the inspection apparatus is provided with a roll unwinding device 8 and a roll winding device 9 shown in FIG. Note that the roll unwinding device does not necessarily require a device that actively feeds to the take-up side, but in order to prevent problems caused by insufficient tension such as roll collapse, A brake device is preferably installed. For example, when it is desired to inspect a reinforcing fiber woven fabric wound in a roll shape every 20 m, after inspecting the first 0 m portion, the length is measured by a length measuring device and taken up every 20 m by a winding device. Since the part to be inspected needs to be in close contact with the support in a state in which substantially no tension is applied to the base material, the tension is temporarily released with the unwinding side or the winding side as the free end. is necessary.
In addition, when the inspection is performed by the above-described inspection method, the winding side is provided with a meandering prevention device for preventing the roll from becoming wrinkled due to meandering during winding of the reinforcing fiber fabric. It is preferable in keeping. The meandering prevention device is not particularly limited. For example, an edge sensor for detecting the width end portion position of the reinforcing fiber fabric, and a roll unwinding device based on the detection position of the width end portion of the reinforcing fiber fabric by the edge sensor. A method of controlling the position in the width direction of the reinforcing fiber fabric by sliding left and right is generally known.
本発明の検査方法は、主に補強用強化繊維基材の皺を発生させないための作製条件を決定するための、最初の条件検討、および、作製後の出荷検査前を対象とするものであり、検査は支持体に密着させることで行うため、ロール巻き出し装置と巻き取り装置により補強用強化繊維基材を巻き出していても検査時は完全に補強用強化繊維基材が静止した状態となり、オフライン検査となる。 The inspection method of the present invention is mainly intended for the initial condition examination for determining the production conditions for preventing wrinkles of the reinforcing reinforcing fiber base and the pre-shipment inspection after the production. Because the inspection is carried out by bringing it into close contact with the support, even if the reinforcing reinforcing fiber substrate is unwound by the roll unwinding device and the winding device, the reinforcing reinforcing fiber substrate is completely stationary during the inspection. It becomes offline inspection.
本発明の補強用強化繊維基材に用いる強化繊維は構造物を補強することを目的としたものであるから、比強度、比弾性率に優れた炭素繊維、ガラス繊維、アラミド繊維のいずれか、またはそれら複数の組み合わせを用いることが好ましく、中でも特に炭素繊維が比強度、比弾性率に優れていて好適である。 Since the reinforcing fiber used for the reinforcing reinforcing fiber substrate of the present invention is intended to reinforce the structure, one of carbon fiber, glass fiber, and aramid fiber excellent in specific strength and specific elastic modulus, Alternatively, it is preferable to use a combination of them, and carbon fiber is particularly preferable because of its excellent specific strength and specific elastic modulus.
好ましい炭素繊維としては、ピッチ系炭素繊維、ポリアクリロニトリル系炭素繊維であり、本発明で用いる好ましいたて糸は、炭素繊維単糸フィラメントを6,000〜48,000本並行に配列したトウ状の糸条であり、引張強度が好ましくは4,000MPa以上、好ましくは4,500MPa〜5,500MPa、引張弾性率は、200GPa〜1,000GPa、好ましくは220GPa〜550GPaである。また、たて糸は、平滑性が高く品位が良好な織物を得るため、実質的に無撚りであることが好ましい。 Preferable carbon fibers are pitch-based carbon fibers and polyacrylonitrile-based carbon fibers, and preferred warp yarns used in the present invention are tow-shaped yarns in which 6,000 to 48,000 carbon fiber filaments are arranged in parallel. The tensile strength is preferably 4,000 MPa or more, preferably 4,500 MPa to 5,500 MPa, and the tensile modulus is 200 GPa to 1,000 GPa, preferably 220 GPa to 550 GPa. Further, the warp yarn is preferably substantially untwisted in order to obtain a woven fabric having high smoothness and good quality.
本発明の補強用強化繊維基材の検査方法によると、ドライな補強用強化繊維基材にもかかわらず、強化繊維に液状樹脂を含浸し構造物へ接着させて成形した後のFRPの状態を予測できるため、補強用強化繊維基材のボコツキに起因する施工ミスを予防できる。 According to the method for inspecting a reinforcing reinforcing fiber substrate of the present invention, the state of the FRP after the reinforcing fiber is impregnated with a liquid resin and bonded to the structure is formed despite the dry reinforcing reinforcing fiber substrate. Since it can be predicted, it is possible to prevent a construction error caused by unevenness of the reinforcing fiber base material for reinforcement.
1:補強用強化繊維基材
2:支持体
3:カバーフィルム
4:吸引装置
5:ボコツキ
6:皺
7:静電気発生装置
8:ロール巻き出し装置
9:ロール巻き取り装置
1: Reinforcing fiber base material 2: Support body 3: Cover film 4: Suction device 5: Bokeh 6: Spear 7: Static electricity generator 8: Roll unwinding device 9: Roll winding device
Claims (9)
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| JP2012047591A JP2013181934A (en) | 2012-03-05 | 2012-03-05 | Method and device for inspecting adhesion of reinforced fiber base material for reinforcement to structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2012047591A JP2013181934A (en) | 2012-03-05 | 2012-03-05 | Method and device for inspecting adhesion of reinforced fiber base material for reinforcement to structure |
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| Publication Number | Publication Date |
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| JP2013181934A true JP2013181934A (en) | 2013-09-12 |
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