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JP6906463B2 - Laminated board - Google Patents
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JP6906463B2 - Laminated board - Google Patents

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JP6906463B2
JP6906463B2 JP2018043172A JP2018043172A JP6906463B2 JP 6906463 B2 JP6906463 B2 JP 6906463B2 JP 2018043172 A JP2018043172 A JP 2018043172A JP 2018043172 A JP2018043172 A JP 2018043172A JP 6906463 B2 JP6906463 B2 JP 6906463B2
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core material
laminated
material layer
laminated board
reinforcing layer
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JP2019155660A (en
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昌也 硲
昌也 硲
武宣 濱口
武宣 濱口
茂喜 戸島
茂喜 戸島
聡 間宮
聡 間宮
忠弘 奥田
忠弘 奥田
竹田 誠
誠 竹田
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Kurimoto Ltd
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Description

この発明は、既設水路の内面や、高架橋の壁面等の劣化壁面の補修用部材や、化粧用部材として用いられる積層板に関する。 The present invention relates to a member for repairing an inner surface of an existing waterway, a deteriorated wall surface such as a wall surface of a viaduct, and a laminated board used as a decorative member.

経年劣化した下水用・農水用等の水路の内面等の劣化壁面を補修する補修材として、例えば特許文献1に示す繊維強化プラスチックモルタル複合材(以下、FRPM板と略称する。)が用いられることがある。このFRPM板は、樹脂モルタル層の表裏面に繊維強化プラスチック層(以下、FRPと略称する。)を積層した構造をしている(特許文献1の段落0004、図4参照)。このFRPM板を経年劣化した水路の内面に設けることにより、水路の水理特性が向上し、補修前の水路と同等以上の流量を確保することができる。 As a repair material for repairing a deteriorated wall surface such as the inner surface of a waterway for sewage or agricultural water that has deteriorated over time, for example, a fiber reinforced plastic mortar composite material (hereinafter, abbreviated as FRPM plate) shown in Patent Document 1 is used. There is. This FRPM plate has a structure in which a fiber reinforced plastic layer (hereinafter, abbreviated as FRP) is laminated on the front and back surfaces of a resin mortar layer (see paragraph 0004 of Patent Document 1, FIG. 4). By providing this FRPM plate on the inner surface of a water channel that has deteriorated over time, the hydraulic characteristics of the water channel can be improved, and a flow rate equal to or higher than that of the water channel before repair can be secured.

特開2002−294664号公報JP-A-2002-294664

特許文献1に係るFRPM板は、強度に優れているというメリットを有している。その一方で、中間層に比重の大きい樹脂モルタル層が配置されており、このFRPM板全体として大重量となりやすい。このため、その運搬作業を複数の作業者で行う必要があるとともに、壁面への固定の際にFRPM板の支持、位置決め、固定等の各作業を複数の作業者で分担する必要があり、多大な労力とコストを要する問題がある。また、水が流れている水路内に誤ってFRPM板を落とすと水底に沈んでしまい、その引き上げに手間取るという問題もある。 The FRPM plate according to Patent Document 1 has an advantage of being excellent in strength. On the other hand, a resin mortar layer having a large specific gravity is arranged in the intermediate layer, and the FRPM plate as a whole tends to have a large weight. For this reason, it is necessary for a plurality of workers to carry out the transportation work, and it is necessary for a plurality of workers to share each work such as supporting, positioning, and fixing the FRPM plate when fixing to the wall surface. There is a problem that requires a lot of labor and cost. In addition, if the FRPM plate is accidentally dropped in the water channel through which water is flowing, it will sink to the bottom of the water, and there is a problem that it takes time to pull it up.

また、既設水路は直線状のものだけでなく、緩やかにカーブを描くものもあるが、FRPM板は硬質で剛性が高くカーブに追随できないため、カーブ状の水路への適用が制限されるという問題もある。 In addition, existing waterways are not limited to straight ones, but some are gently curved, but the FRPM plate is hard and rigid and cannot follow the curve, which limits its application to curved waterways. There is also.

そこで、この発明は、取扱い性が良好で、形状適用範囲が広い積層板を提供することを課題とする。 Therefore, an object of the present invention is to provide a laminated board having good handleability and a wide range of shape application.

上記の課題を解決するため、この発明は、屈曲性を有する板状の芯材層と、前記芯材層の表裏面の少なくとも一方の面に積層された補強層とを有し、前記芯材層と前記補強層からなる積層体全体の比重を1未満とした積層板を構成した。 In order to solve the above problems, the present invention has a plate-shaped core material layer having flexibility and a reinforcing layer laminated on at least one of the front and back surfaces of the core material layer, and the core material. A laminated board having a specific gravity of less than 1 in the entire laminated body including the layer and the reinforcing layer was constructed.

このようにすると、屈曲性を有する芯材層によって、積層体全体としての屈曲性を確保しつつ、この芯材層の表裏面に積層された補強層によって、この積層板の所定の強度を確保することができる。また、積層体全体の比重を1未満としたことにより、FRPM板に対して良好な取扱い性を得ることができ、この積層板を水が流れている水路内に誤って落としたとしても水中に沈まないため、容易に引き上げることができる。 In this way, the flexible core material layer secures the flexibility of the laminated body as a whole, and the reinforcing layer laminated on the front and back surfaces of the core material layer secures a predetermined strength of the laminated plate. can do. Further, by setting the specific gravity of the entire laminate to less than 1, it is possible to obtain good handleability for the FRPM plate, and even if the laminate is accidentally dropped into a water channel through which water is flowing, it is submerged in water. Since it does not sink, it can be easily pulled up.

前記構成においては、前記芯材層が発泡樹脂、前記補強層が繊維強化プラスチックからなる構成とするのが好ましい。このように、芯材層に発泡樹脂を採用することによって、低コストで経年劣化の小さい芯材層を構成することができる。また、補強層にFRPを採用することによって、積層板を薄肉としつつ、所定の強度を確保することができる。 In the above structure, it is preferable that the core material layer is made of foamed resin and the reinforcing layer is made of fiber reinforced plastic. By adopting the foamed resin for the core material layer in this way, it is possible to form a core material layer at low cost and with little deterioration over time. Further, by adopting FRP for the reinforcing layer, it is possible to secure a predetermined strength while making the laminated board thin.

前記各構成においては、前記積層体全体の厚みを、6mm以上10mm以下とするのが好ましい。このようにすると、積層板の剛性と屈曲性を両立させることができ、例えば、この積層板を既設水路の補修に用いる場合、この既設水路が直線状又はカーブ状のいずれの場合にも適用することができる。また、既設水路の内壁に凹凸がある場合も、この凹凸に沿うように積層板を追随させることができる。この厚みが6mm未満の場合、この積層板を水路内面に設けたときに、剛性不足によって反りが生じやすいため好ましくない。また、この厚みが10mmを超える場合、屈曲性が低下してカーブ状又は凹凸を有する水路内面への追随性が低下するため好ましくない。 In each of the above configurations, the thickness of the entire laminate is preferably 6 mm or more and 10 mm or less. By doing so, it is possible to achieve both rigidity and flexibility of the laminated board. For example, when this laminated board is used for repairing an existing water channel, it is applied to either a straight line or a curved shape of the existing water channel. be able to. Further, even when the inner wall of the existing water channel has irregularities, the laminated plate can be made to follow the irregularities. If the thickness is less than 6 mm, warpage is likely to occur due to insufficient rigidity when the laminated plate is provided on the inner surface of the water channel, which is not preferable. Further, when this thickness exceeds 10 mm, the flexibility is lowered and the followability to the inner surface of the water channel having a curved shape or unevenness is lowered, which is not preferable.

上記のように積層体全体の厚み範囲を規定した構成においては、前記補強層の厚みを、1.2mm以上2.0mm以下とするのが好ましい。このようにすると、上記の通り、補強層による所定の剛性の確保と、芯材層による屈曲性の確保の両立を図ることができる。 In the configuration in which the thickness range of the entire laminated body is defined as described above, the thickness of the reinforcing layer is preferably 1.2 mm or more and 2.0 mm or less. In this way, as described above, it is possible to secure both the predetermined rigidity by the reinforcing layer and the flexibility by the core material layer.

前記各構成においては、前記積層体全体の比重を、0.7以上0.9以下とするのが好ましい。このようにすると、軽量化に伴う取扱いの容易性と、所定の強度確保の両立を図ることができる。この比重が0.7未満の場合、軽量性は向上するものの、積層板の剛性低下が顕著となることがある。また、この比重が0.9を超える場合、剛性は向上するものの、軽量性が低下する。 In each of the above configurations, the specific gravity of the entire laminate is preferably 0.7 or more and 0.9 or less. In this way, it is possible to achieve both ease of handling due to weight reduction and ensuring a predetermined strength. When this specific gravity is less than 0.7, the lightness is improved, but the rigidity of the laminated board may be significantly reduced. Further, when this specific gravity exceeds 0.9, the rigidity is improved, but the lightness is lowered.

上記のように積層体全体の比重範囲を規定した構成においては、前記芯材層の比重を、0.3以上0.4以下とするのが好ましい。このようにすると、積層体全体の比重を容易に1未満、さらに好ましくは、0.7以上0.9以下の範囲内とすることができる。 In the configuration in which the specific gravity range of the entire laminated body is defined as described above, the specific gravity of the core material layer is preferably 0.3 or more and 0.4 or less. In this way, the specific gravity of the entire laminated body can be easily set to less than 1, more preferably 0.7 or more and 0.9 or less.

前記各構成においては、前記芯材層と前記補強層との間に、両層を接着する接着層を設けた構成とするのが好ましい。このようにすると、芯材層と、この芯材層に積層した補強層の複数の組を積み重ねた上で一括してプレス成形を行うことができ、積層板の1枚当たりの製造コストを大幅に削減することができる。 In each of the above configurations, it is preferable to provide an adhesive layer for adhering both layers between the core material layer and the reinforcing layer. In this way, it is possible to perform press molding collectively after stacking a plurality of sets of the core material layer and the reinforcing layer laminated on the core material layer, and the manufacturing cost per laminated plate is significantly increased. Can be reduced to.

前記各構成に係る積層板は、劣化壁面の表面を補修する補修用部材、又は、前記表面に美観を与える化粧用部材として用いることができる。この積層板は、一般的なFRPM板と比較して大幅に軽量化されているため取扱い性が良好で、しかも、所定の屈曲性を有しているため形状適用範囲が広く、補修用部材として好適である。また、積層板の表面に形成された補強層は、光沢性や平坦性を有していることが多く、この積層板を化粧用部材として劣化壁面に設けることで所定の美観を与えることができる。 The laminated board according to each of the above configurations can be used as a repair member for repairing the surface of a deteriorated wall surface or as a decorative member for giving an aesthetic appearance to the surface. Since this laminated board is significantly lighter than a general FRPM board, it is easy to handle, and since it has a predetermined flexibility, it has a wide range of shape application and can be used as a repair member. Suitable. Further, the reinforcing layer formed on the surface of the laminated board often has glossiness and flatness, and by providing the laminated board as a decorative member on the deteriorated wall surface, a predetermined aesthetic appearance can be given. ..

前記劣化壁面としては、既設水路の内面が好適である。既述の通り、この積層板は、一般的なFRPM板と比較して大幅に軽量化されているため、既設水路の補修作業の際に、この積層板を水が流れている水路内に誤って落としたとしても水中に沈まない。このため、この積層板を容易に引き上げることができ、作業を中断することなくスムーズに進めることができる。 The inner surface of the existing waterway is suitable as the deteriorated wall surface. As mentioned above, this laminated board is significantly lighter than a general FRPM board, so when repairing an existing waterway, the laminated board is mistakenly inserted into the waterway through which water is flowing. Even if you drop it, it will not sink in the water. Therefore, the laminated board can be easily pulled up, and the work can proceed smoothly without interruption.

この発明では、屈曲性を有する板状の芯材層と、前記芯材層の表裏面の少なくとも一方の面に積層された補強層とを有し、前記芯材層と前記補強層からなる積層体全体の比重を1未満とした積層板を構成した。この構成によると、積層体全体の軽量化を図って、良好な取扱い性を確保することができる。しかも、屈曲性を有する芯材層によって積層体全体としての屈曲性を有するので、形状適用範囲の広い積層板を提供することができる。 In the present invention, a plate-shaped core material layer having flexibility and a reinforcing layer laminated on at least one of the front and back surfaces of the core material layer are provided, and the core material layer and the reinforcing layer are laminated. A laminated board having a specific gravity of less than 1 for the whole body was constructed. According to this configuration, the weight of the entire laminated body can be reduced and good handleability can be ensured. Moreover, since the flexible core material layer has the flexibility of the laminated body as a whole, it is possible to provide a laminated board having a wide range of shape application.

この発明に係る積層板の一実施形態を示す斜視図Perspective view which shows one Embodiment of the laminated board which concerns on this invention. 図1に示す積層板の既設水路の内面補修への適用例(第一例)を示す、水路延設方向から見た断面図A cross-sectional view of the laminated board shown in FIG. 1 as viewed from the extension direction of the channel, showing an application example (first example) of the existing channel for repairing the inner surface. 図2の要部を示す断面図Sectional drawing which shows the main part of FIG. 図1に示す積層板の既設水路の内面補修への適用例(第二例)を示す、水路の上側から見た断面図A cross-sectional view seen from above of the water channel showing an application example (second example) of the laminated board shown in FIG. 1 to repair the inner surface of the existing water channel. 図1に示す積層板の高架橋の壁面補修への適用例(第三例)を示す、一部を切り欠いた斜視図A partially cutaway perspective view showing an application example (third example) of the laminated board shown in FIG. 1 to the wall surface repair of the viaduct.

この発明に係る積層板10の一実施形態を図1に示す。この積層板10は、経年劣化した下水用・農水用等の既設水路1の内面を補修する補修材として従来用いられてきた、FRPM板の代替として使用可能な補修用部材であって、屈曲性を有する板状の芯材層11と、芯材層11の表裏面に積層された補強層12とを有する。 An embodiment of the laminated board 10 according to the present invention is shown in FIG. The laminated board 10 is a repair member that can be used as a substitute for the FRPM board, which has been conventionally used as a repair material for repairing the inner surface of an existing water channel 1 for sewage, agricultural water, etc. that has deteriorated over time, and is flexible. It has a plate-shaped core material layer 11 having the above, and a reinforcing layer 12 laminated on the front and back surfaces of the core material layer 11.

芯材層11は、板状(例えば、幅1000mm、長さ2000mm、厚み5mm)に成形された発泡樹脂からなる。この実施形態では、発泡樹脂として、発泡後に硬化させたポリ塩化ビニル(PVC)を採用している。この芯材層11(発泡樹脂)の比重は、約0.35である。この比重は、発泡樹脂の素材や発泡倍率を変えることによって変更することができる。この比重は、0.3以上0.4以下の範囲内とするのが好ましい。 The core material layer 11 is made of a foamed resin molded into a plate shape (for example, width 1000 mm, length 2000 mm, thickness 5 mm). In this embodiment, polyvinyl chloride (PVC) cured after foaming is used as the foamed resin. The specific gravity of the core material layer 11 (foamed resin) is about 0.35. This specific gravity can be changed by changing the material of the foamed resin and the foaming ratio. This specific gravity is preferably in the range of 0.3 or more and 0.4 or less.

補強層12は、芯材層11と重ね合わさるように板状(例えば、幅1000mm、長さ2000mm、厚み1.5mm)に成形されたFRPからなる。この実施形態では、JISK6919で規定される繊維強化プラスチック用液状不飽和ポリエステル樹脂を、JISR3412で規定されるガラス繊維に含浸して硬化させたものを採用している。この代わりに、JISR3417で規定されるガラス繊維を採用することもできる。上記の樹脂材及びガラス繊維から製造されるFRPの比重は、約1.6である。 The reinforcing layer 12 is made of FRP formed in a plate shape (for example, width 1000 mm, length 2000 mm, thickness 1.5 mm) so as to be overlapped with the core material layer 11. In this embodiment, a liquid unsaturated polyester resin for fiber reinforced plastic specified by JIS K6919 is impregnated with glass fibers specified by JIS R3412 and cured. Instead, the glass fiber specified in JIS R3417 can be adopted. The specific gravity of FRP produced from the above resin material and glass fiber is about 1.6.

この補強層12は、ガラス繊維に含浸させた繊維強化プラスチック用液状不飽和ポリエステル樹脂を型枠から押出成形して所定厚さのFRPとするライン成形によって形成されている。なお、補強層12の製造方法は任意であって、強化繊維のシートに未硬化樹脂を浸み込ませる作業を繰り返して所定厚みの補強層12を形成する、ハンドレイアップ法を採用することもできる。 The reinforcing layer 12 is formed by line molding in which a liquid unsaturated polyester resin for fiber reinforced plastic impregnated with glass fibers is extruded from a mold to obtain FRP having a predetermined thickness. The method for manufacturing the reinforcing layer 12 is arbitrary, and a hand lay-up method may be adopted in which the reinforcing fiber sheet is repeatedly impregnated with the uncured resin to form the reinforcing layer 12 having a predetermined thickness. can.

芯材層11と補強層12との間には、両層11、12を接着する接着層13が設けられている。この接着層13の厚みは、芯材層11及び補強層12の厚みと比較すると十分薄く、積層体全体の厚みにはほとんど影響しない。積層板10の形成に際しては、芯材層11の表裏面に接着層13を介して補強層12を設けたもの(「補強層12/接着層13/芯材層11/接着層13/補強層12」の組)を複数組積み重ね、この積み重ねた状態でプレス機によってプレス成形を行う。このようにすることで、一度のプレス成形で、大量の積層板10を成形することができ、製造コストの削減を図ることができる。この積み重ねの組数は、プレス成形機のプレス能力や作業性等を考慮して適宜決めることができる。 An adhesive layer 13 for adhering both layers 11 and 12 is provided between the core material layer 11 and the reinforcing layer 12. The thickness of the adhesive layer 13 is sufficiently thin as compared with the thickness of the core material layer 11 and the reinforcing layer 12, and has almost no effect on the thickness of the entire laminated body. When forming the laminated board 10, a reinforcing layer 12 is provided on the front and back surfaces of the core material layer 11 via an adhesive layer 13 (“reinforcing layer 12 / adhesive layer 13 / core material layer 11 / adhesive layer 13 / reinforcing layer”. A plurality of sets of 12 ”) are stacked, and press molding is performed by a press machine in this stacked state. By doing so, a large amount of laminated plates 10 can be formed by one press molding, and the manufacturing cost can be reduced. The number of stacks can be appropriately determined in consideration of the press capacity and workability of the press molding machine.

芯材層11、補強層12、及び、接着層13から構成される積層板10のトータル厚みは約8mmである。このとき、この積層体全体の比重は、芯材層11及び補強層12の比重を加重平均した約0.8となる。このように、比重を1未満(特に0.7以上0.9以下の範囲)とすることによって、積層板10を十分軽量化(同じ厚みのFRPM板の約40%の重量)することができ、良好な取扱い性を確保することができる。 The total thickness of the laminated board 10 composed of the core material layer 11, the reinforcing layer 12, and the adhesive layer 13 is about 8 mm. At this time, the specific gravity of the entire laminated body is about 0.8, which is the weighted average of the specific densities of the core material layer 11 and the reinforcing layer 12. By setting the specific gravity to less than 1 (particularly in the range of 0.7 or more and 0.9 or less) in this way, the laminated board 10 can be sufficiently reduced in weight (about 40% of the weight of the FRPM board having the same thickness). , Good handleability can be ensured.

また、上記の通り、補強層12の厚みを1.5mmとしたことにより、補強層12による所定の剛性と、芯材層11による屈曲性の両立を図ることができる。このように、積層板10の剛性と屈曲性を両立させるためには、補強層12の厚みを1.2mm以上2.0mm以下の範囲内とするのが好ましい。 Further, as described above, by setting the thickness of the reinforcing layer 12 to 1.5 mm, it is possible to achieve both the predetermined rigidity of the reinforcing layer 12 and the flexibility of the core material layer 11. As described above, in order to achieve both the rigidity and the flexibility of the laminated board 10, it is preferable that the thickness of the reinforcing layer 12 is within the range of 1.2 mm or more and 2.0 mm or less.

なお、上記の芯材層11及び補強層12の幅及び長さは例示に過ぎず、積層板10の用途に応じて適宜変更することができる。 The widths and lengths of the core material layer 11 and the reinforcing layer 12 are merely examples, and can be appropriately changed depending on the use of the laminated board 10.

この発明に係る積層板10の既設水路1の内面補修への適用例(第一例)を図2に示す。この既設水路1は、水路延設方向の断面がコの字形をなし、平面視で直線状に延設されている。積層板10は、既設水路1の両側面及び底面にそれぞれ設けられている。各積層板10は、既設水路1の内面にアンカーボルト2によって固定されている。 FIG. 2 shows an application example (first example) of the laminated board 10 according to the present invention to repair the inner surface of the existing water channel 1. The existing waterway 1 has a U-shaped cross section in the waterway extension direction, and extends linearly in a plan view. Laminated plates 10 are provided on both side surfaces and the bottom surface of the existing water channel 1, respectively. Each laminated plate 10 is fixed to the inner surface of the existing water channel 1 by anchor bolts 2.

アンカーボルト2は、図3に示すように、テーパが形成された頭部2aと、外径が一定の本体部2bから構成されている。図3に示すように、積層板10を構成する補強層12の厚みをアンカーボルト2の頭部2aの軸方向長さと同程度とすることによって、この頭部2aのテーパによって、積層板10を既設水路1の内面側に押さえ付けることができ、積層板10が既設水路1の内面に確実に固定される。 As shown in FIG. 3, the anchor bolt 2 is composed of a tapered head portion 2a and a main body portion 2b having a constant outer diameter. As shown in FIG. 3, by making the thickness of the reinforcing layer 12 constituting the laminated plate 10 about the same as the axial length of the head 2a of the anchor bolt 2, the taper of the head 2a makes the laminated plate 10 It can be pressed against the inner surface side of the existing water channel 1, and the laminated plate 10 is securely fixed to the inner surface of the existing water channel 1.

この積層板10は、上記の通り補強層12の厚みを1.5mmとし、この補強層12による所定の剛性を確保したので、図2に示したように、平坦な内壁に積層板10を固定した際に、この積層板10が反るのを防止して、優れた水理特性を確保することができる。アンカーボルト2同士の間隔は、積層板10を確実にかつ反りが生じないように既設水路1の内壁に固定できる限りにおいて適宜決めることができ、例えば30cm間隔とすることができる。 As described above, the thickness of the reinforcing layer 12 of the laminated plate 10 is 1.5 mm, and the reinforcing layer 12 secures a predetermined rigidity. Therefore, as shown in FIG. 2, the laminated plate 10 is fixed to the flat inner wall. When this is done, it is possible to prevent the laminated plate 10 from warping and ensure excellent hydraulic characteristics. The distance between the anchor bolts 2 can be appropriately determined as long as the laminated plate 10 can be fixed to the inner wall of the existing water channel 1 reliably and without warping, and can be, for example, 30 cm.

この発明に係る積層板10の既設水路1の内面補修への適用例(第二例)を図4に示す。この既設水路1は、水路延設方向の断面がコの字形をなし、平面視でカーブを描くように延設されている。積層板10は、既設水路1の両側面及び底面にそれぞれ設けられている。図2で説明した第一例と同様に、各積層板10は、既設水路1の内面にアンカーボルト2によって固定されている。 FIG. 4 shows an application example (second example) of the laminated board 10 according to the present invention to repair the inner surface of the existing water channel 1. The existing waterway 1 has a U-shaped cross section in the waterway extension direction, and is extended so as to draw a curve in a plan view. Laminated plates 10 are provided on both side surfaces and the bottom surface of the existing water channel 1, respectively. Similar to the first example described with reference to FIG. 2, each laminated plate 10 is fixed to the inner surface of the existing water channel 1 by anchor bolts 2.

この積層板10は、上記の第一例で用いた積層板10と同じく、芯材層11の厚みが5mm、この芯材層11の表裏面に積層した補強層12の厚みが1.5mmで、トータル厚みが約8mmである。この積層板10は所定の屈曲性を有しており、アンカーボルト2の打ち込みによって、カーブ状の水路側面に容易に追随させることができる。これにより、既設水路1の補修作業をスムーズに行うことができる。既設水路1の底面に設けられる積層板10は、そのカーブの形状に合わせて適宜切断される。 The laminated board 10 has a core material layer 11 having a thickness of 5 mm and a reinforcing layer 12 laminated on the front and back surfaces of the core material layer 11 having a thickness of 1.5 mm, similarly to the laminated board 10 used in the first example. , The total thickness is about 8 mm. The laminated plate 10 has a predetermined flexibility, and can be easily made to follow the curved water channel side surface by driving the anchor bolt 2. As a result, the repair work of the existing waterway 1 can be smoothly performed. The laminated plate 10 provided on the bottom surface of the existing water channel 1 is appropriately cut according to the shape of the curve.

上記の第一例及び第二例で説明したように、この発明に係る積層板10は、補強層12の厚みを所定の厚みの範囲内(1.2mm以上2.0mm以下)とするとともに、積層板10の厚みを所定の範囲内(6mm以上10mm以下)とした。これによって、積層板10を直線状の既設水路1に適用した場合に反りを生じない十分な剛性が確保される。また、積層板10をカーブ状の既設水路1に適用した場合に、その内面への追従性を有しており、既設水路1の形状に対する高い適応性が確保される。しかも、比重が小さいため良好な取扱い性を有し、補修作業をスムーズに行うことができる。 As described in the first and second examples above, in the laminated board 10 according to the present invention, the thickness of the reinforcing layer 12 is set within a predetermined thickness range (1.2 mm or more and 2.0 mm or less), and the thickness is set to a predetermined range (1.2 mm or more and 2.0 mm or less). The thickness of the laminated board 10 was set within a predetermined range (6 mm or more and 10 mm or less). As a result, sufficient rigidity that does not cause warpage when the laminated plate 10 is applied to the linear existing water channel 1 is ensured. Further, when the laminated plate 10 is applied to the curved existing water channel 1, it has a followability to the inner surface thereof, and high adaptability to the shape of the existing water channel 1 is ensured. Moreover, since the specific gravity is small, it has good handleability and the repair work can be performed smoothly.

この発明に係る積層板10を高架橋3の壁面補修に適用した例(第三例)を図5に示す。この積層板10は、高架橋3の外側壁面にアンカーボルト2によって固定されている。この積層板10は、上記の第一例及び第二例で用いたものと同じく、芯材層11の厚みが5mm、この芯材層11の表裏面に積層した補強層12の厚みが1.5mmで、トータル厚みが約8mmである。この積層板10は、所定の剛性を備えているため、経年劣化した壁面からのコンクリート片等の剥落を確実に防止する補修用部材として機能するとともに、高架橋3の美観の向上を図る化粧用部材としても機能する。 FIG. 5 shows an example (third example) in which the laminated board 10 according to the present invention is applied to the wall surface repair of the viaduct 3. The laminated plate 10 is fixed to the outer wall surface of the viaduct 3 by anchor bolts 2. In the laminated board 10, the thickness of the core material layer 11 is 5 mm, and the thickness of the reinforcing layer 12 laminated on the front and back surfaces of the core material layer 11 is 1. At 5 mm, the total thickness is about 8 mm. Since the laminated board 10 has a predetermined rigidity, it functions as a repair member for surely preventing concrete pieces and the like from peeling off from a wall surface that has deteriorated over time, and is a cosmetic member for improving the aesthetic appearance of the viaduct 3. Also works as.

この積層板10の比重は0.8で、一般的なFRPM板と比較して大幅に軽量(同じ厚みのFRPM板の約40%の重量)で取り扱いが容易である。このため、高架橋3の外側壁面に作業用の足場を組み立てることなく、高架橋3の内側から壁面外側への取り付け作業を行うこともでき、作業の高い安全性を確保することができる。 The specific gravity of the laminated board 10 is 0.8, which is significantly lighter than that of a general FRPM board (about 40% of the weight of a FRPM board having the same thickness) and easy to handle. Therefore, it is possible to perform the mounting work from the inside of the viaduct 3 to the outside of the wall surface without assembling the scaffolding for work on the outer wall surface of the viaduct 3, and it is possible to ensure high safety of the work.

上記において説明した積層板10は全ての点で例示であって、取扱い性が良好で、形状適用範囲が広い積層板10を提供する、というこの発明の課題を解決し得る限りにおいて、その構成を適宜変更することができる。 The laminated board 10 described above is an example in all respects, and as long as the problem of the present invention of providing the laminated board 10 having good handleability and a wide range of shape application can be solved, the configuration thereof is configured. It can be changed as appropriate.

例えば、上記の実施形態においては、補強層12を芯材層11の表裏面の両方の面に積層した構成を示したが、この表裏面の一方の面のみに補強層12を形成した構成とすることもできる。また、芯材層11の表裏面の全体ではなく、部分的に補強層12がない部分(芯材層11が露出している部分)が存在する構成とすることもできる。 For example, in the above embodiment, the reinforcing layer 12 is laminated on both the front and back surfaces of the core material layer 11, but the reinforcing layer 12 is formed on only one surface of the front and back surfaces. You can also do it. Further, it is also possible to have a configuration in which a portion without the reinforcing layer 12 (a portion where the core material layer 11 is exposed) exists instead of the entire front and back surfaces of the core material layer 11.

また、上記の実施形態においては、予め硬化させた芯材層11の表裏面に接着層13を介して補強層12を積層する構成としたが、芯材層11又は補強層12の少なくとも一方が、未硬化の状態のままプレス機によってプレス成形することも考えられる。このとき、芯材層11又は補強層12の少なくとも一方が粘着性を有する場合、両層11、12の間に介在する接着層13を省略できる場合がある。 Further, in the above embodiment, the reinforcing layer 12 is laminated on the front and back surfaces of the pre-cured core material layer 11 via the adhesive layer 13, but at least one of the core material layer 11 or the reinforcing layer 12 is used. It is also conceivable to press-mold with a press machine in an uncured state. At this time, if at least one of the core material layer 11 and the reinforcing layer 12 has adhesiveness, the adhesive layer 13 interposed between the two layers 11 and 12 may be omitted.

1 既設水路
2 アンカーボルト
2a 頭部
2b 本体部
3 高架橋
10 積層板
11 芯材層
12 補強層
13 接着層
1 Existing waterway 2 Anchor bolt 2a Head 2b Main body 3 Viaduct 10 Laminated plate 11 Core material layer 12 Reinforcing layer 13 Adhesive layer

Claims (6)

屈曲性を有する板状の芯材層(11)と、前記芯材層(11)の表裏面の少なくとも一方の面に積層された補強層(12)とを有し、前記芯材層(11)と前記補強層(12)からなる積層体全体の比重を1未満とし
前記芯材層(11)が発泡樹脂、前記補強層(12)が繊維強化プラスチックからなり、
前記積層体全体の厚みを、6mm以上10mm以下とし、
アンカーボルト(2)の打ち込みによって、カーブ状の側面に追随させることができる、劣化壁面の表面を補修する補修用部材、又は、前記表面に美観を与える化粧用部材として用いた積層板。
It has a plate-shaped core material layer (11) having flexibility and a reinforcing layer (12) laminated on at least one of the front and back surfaces of the core material layer (11), and the core material layer (11). ) And the reinforcing layer (12), the specific density of the entire laminate is set to less than 1 .
The core material layer (11) is made of foamed resin, and the reinforcing layer (12) is made of fiber reinforced plastic.
The thickness of the entire laminate is 6 mm or more and 10 mm or less.
A repair member for repairing the surface of a deteriorated wall surface, which can be made to follow a curved side surface by driving an anchor bolt (2), or a laminated board used as a decorative member for giving an aesthetic appearance to the surface.
前記補強層(12)の厚みを、1.2mm以上2.0mm以下とした請求項に記載の積層板。 The laminated board according to claim 1 , wherein the reinforcing layer (12) has a thickness of 1.2 mm or more and 2.0 mm or less. 前記積層体全体の比重を、0.7以上0.9以下とした請求項1または2に記載の積層板。 The laminated board according to claim 1 or 2 , wherein the specific gravity of the entire laminated body is 0.7 or more and 0.9 or less. 前記芯材層(11)の比重を、0.3以上0.4以下とした請求項に記載の積層板。 The laminated board according to claim 3 , wherein the core material layer (11) has a specific gravity of 0.3 or more and 0.4 or less. 前記芯材層(11)と前記補強層(12)との間に、両層(11、12)を接着する接着層(13)を設けた請求項1からのいずれか1項に記載の積層板。 The invention according to any one of claims 1 to 4 , wherein an adhesive layer (13) for adhering both layers (11, 12) is provided between the core material layer (11) and the reinforcing layer (12). Laminated board. 前記劣化壁面が、既設水路(1)の内面である請求項1から5のいずれか1項に記載の積層板。 The laminated board according to any one of claims 1 to 5, wherein the deteriorated wall surface is an inner surface of the existing water channel (1).
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