JP3013066U - Lining board - Google Patents
Lining boardInfo
- Publication number
- JP3013066U JP3013066U JP1994015978U JP1597894U JP3013066U JP 3013066 U JP3013066 U JP 3013066U JP 1994015978 U JP1994015978 U JP 1994015978U JP 1597894 U JP1597894 U JP 1597894U JP 3013066 U JP3013066 U JP 3013066U
- Authority
- JP
- Japan
- Prior art keywords
- core material
- lining plate
- layer
- cfrp
- plate
- 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.)
- Expired - Lifetime
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】
【目的】 軽量で且つ剛性の高い覆工板を提供するこ
とにある。
【構成】 GFRPを用いて厚板状に形成し、その肉
厚中心に沿って多数の肉抜き孔11を貫通形成してなる
中芯材1と、該中芯材の表裏両面に貼設するCFRP層
2a,2bとで構成することにより軽量化と剛性の向上
とを達成せしめる。
(57) [Summary] [Objective] To provide a lightweight and highly rigid lining plate. [Structure] A core material 1 formed by using GFRP into a thick plate and having a large number of lightening holes 11 penetratingly formed along the center of the thickness, and the core material 1 is attached to both front and back surfaces of the core material. By comprising the CFRP layers 2a and 2b, it is possible to achieve weight reduction and rigidity improvement.
Description
【0001】[0001]
この考案は、道路工事等で掘られた溝を覆う覆工板に関する。 The present invention relates to a lining plate that covers a groove dug in road construction or the like.
【0002】[0002]
従来、水道工事やガス工事等により、道路に溝を掘る場合、しかもその工事が 長期化する場合などは、道路に掘った溝を覆工板により覆って道路の通行を可能 にした状態で工事を進行させることがある。 Conventionally, when a trench is dug in the road due to water supply work, gas construction, etc., and when the construction will take a long time, the construction will be performed with the road dug covered with a lining plate. May progress.
【0003】[0003]
従来、上記目的で使用される覆工板は、図4にて示す覆工板100のように数 枚の鋼板101を重ね合わせ、その表面にゴムマット102を敷設して構成して いた。 しかし、上記した覆工板100は鋼板101で構成しているので、重量が嵩み、 運搬が大変であった。さらに、現場における設置作業においては人手により持ち 運ぶことが無理なことから、重機を使用する必要があった。 Conventionally, a lining plate used for the above-mentioned purpose has been constructed by stacking several steel plates 101 like a lining plate 100 shown in FIG. 4 and laying a rubber mat 102 on the surface thereof. However, since the lining plate 100 described above is composed of the steel plate 101, it is heavy and difficult to transport. In addition, it was necessary to use heavy equipment because it was impossible to carry it by hand during the installation work on site.
【0004】 本考案は、上記した如き従来事情に鑑みてなされたものであり、その目的とす る処は、上記した如き覆工板に対し、軽量で且つ剛性の高い覆工板を提供するこ とにある。The present invention has been made in view of the conventional circumstances as described above, and an object thereof is to provide a lining plate that is light and has high rigidity, as compared with the lining plate as described above. Here it is.
【0005】[0005]
上記した目的を達成するために、本考案の覆工板は、GFRPを用いて厚板状 に形成すると共に、その肉厚中心に沿って多数の肉抜き孔を貫通形成してなる中 芯材と、該中芯材の表裏両面に貼設するCFRP層とにより構成したものである 。 In order to achieve the above-mentioned object, the lining plate of the present invention is formed into a thick plate using GFRP, and a core material is formed by penetrating a plurality of lightening holes along the thickness center thereof. And a CFRP layer attached to both the front and back surfaces of the core material.
【0006】 また、上記覆工板は、CFRP層の表面に滑べり止め層を設けてもよい。Further, the lining plate may be provided with a non-slip layer on the surface of the CFRP layer.
【0007】[0007]
以上の手段によれば、GFRPからなる中芯材の肉厚中心部に沿って多数の肉 抜き孔が貫通形成され、これにより中芯材を中空化して軽量化が成される。 According to the above means, a large number of lightening holes are penetratingly formed along the central portion of the thickness of the core material made of GFRP, thereby hollowing the core material and reducing the weight.
【0008】 上記中芯材の表裏両面にはCFRP層が貼設される。CFRP層は弾性率が高く 、引っ張り強度及び圧縮強度に富んでいる。従って、CFRP層が中芯材を挟む 形で貼設されることにより曲げ強度及び曲げ剛性が向上する。 また、CFRP層の表面に滑べり止め層を設けたものにおいては、摩擦を高め て滑べりを低減せしめる。CFRP layers are attached to both front and back surfaces of the core material. The CFRP layer has a high elastic modulus and is rich in tensile strength and compression strength. Therefore, bending strength and bending rigidity are improved by attaching the CFRP layer so as to sandwich the core material. Further, in the case where the anti-slip layer is provided on the surface of the CFRP layer, the friction is enhanced to reduce the slip.
【0009】[0009]
以下、本考案の一実施例を図面に基づいて説明する。 図1にて示す覆工板a1は、GFRPからなる厚板状の中芯材1の表裏両面に、 CFRP層2a,2bを貼設して構成し、表面に滑べり止め層3を設ける。 An embodiment of the present invention will be described below with reference to the drawings. The lining plate a1 shown in FIG. 1 is constructed by attaching CFRP layers 2a and 2b on both front and back surfaces of a thick plate-shaped core material 1 made of GFRP, and providing a non-slip layer 3 on the surface.
【0010】 GFRPからなる中芯材1は、厚板状に形成し、その肉厚中心に沿って断面長 方形の肉抜き孔11を貫通させることにより、中空状に肉抜きしてある。 上記実施例の場合、3個の肉抜き孔11を並べて設け、各肉抜き孔11の間には ウエブ12を残し、該ウエブ12により中芯材1の表裏両壁を一体に連結してあ る。上記中芯材1は、引抜き成形型を利用して引抜き成形し、成形後に肉抜き孔 11の延長方向へ向けて引き抜いて脱型するように構成してある。 上記したように構成した中芯材1は、肉抜き孔11を設けて中空構造にすること により、重量の軽減と材料コストを大幅に低減することができる。The core material 1 made of GFRP is formed in a thick plate shape, and is hollowed out by passing through a thinning hole 11 having a rectangular cross section along the thickness center thereof. In the case of the above-mentioned embodiment, three lightening holes 11 are provided side by side, and a web 12 is left between the lightening holes 11 so that the front and back walls of the core material 1 are integrally connected by the webs 12. It The core material 1 is formed by pultrusion using a pultrusion molding die, and after molding, it is withdrawn in the extension direction of the lightening hole 11 to remove the die. The core material 1 configured as described above can be reduced in weight and material cost significantly by providing the hollowed-out hole 11 and having a hollow structure.
【0011】 また、上記覆工板a1の両側面には覆板13を設けて肉抜き孔11の開口を塞い である。尚、上記覆板13は必ずしも設けなくともよく、肉抜き孔11の両端部 が開口する状態でもよい。Further, cover plates 13 are provided on both side surfaces of the lining plate a1 to close the openings of the lightening holes 11. The cover plate 13 does not necessarily have to be provided, and both ends of the lightening hole 11 may be open.
【0012】 上記中芯材1の表裏両面にはカーボンクロスを使用したCFRPを積層して貼 設し、CFRP層2a,2bを形成する。 カーボンクロスからなるCFRP層2a,2bは、弾性率が高く、引っ張り強度 及び圧縮強度に富んでいる。従って、上記したように肉厚状の中芯材1を挟んで CFRP層2a,2bを貼着すれば、覆工板a1の曲げ強度及び曲げ剛性を効果 的に高めることができる。CFRP using carbon cloth is laminated and attached to both front and back surfaces of the core material 1 to form CFRP layers 2 a and 2 b. The CFRP layers 2a and 2b made of carbon cloth have a high elastic modulus and are rich in tensile strength and compressive strength. Therefore, as described above, if the CFRP layers 2a and 2b are attached with the thick core material 1 sandwiched therebetween, the bending strength and bending rigidity of the lining plate a1 can be effectively increased.
【0013】 また、上記したように構成した覆工板a1の表面に滑べり止め層3を形成してあ る。滑べり止め層3は、フェノール樹脂に研磨剤粒子を混入してなる塗布剤を塗 布して構成する。 尚、上記滑べり止め層3は、必要な滑べり止め効果を奏するものであれば、どの ようなものであってもよく、例えばゴム板等を使用してもよい。Further, the non-slip layer 3 is formed on the surface of the lining plate a1 configured as described above. The non-slip layer 3 is formed by applying a coating agent obtained by mixing abrasive particles into a phenol resin. The anti-slip layer 3 may be of any type as long as it has the required anti-slip effect, and for example, a rubber plate or the like may be used.
【0014】 上記したように構成した覆工板a1は、図3に示すように、道路に掘った溝b の上に掛渡して設置する。また、設置した覆工板a1の前後の段差部にはアスフ ァルト等によりスロープを付け、覆工板a1にて生じる段差を埋めるようにする 。As shown in FIG. 3, the lining plate a1 configured as described above is installed by hanging it over the groove b 1 dug in the road. In addition, slopes are provided by asphalt or the like on the step portions before and after the installed lining plate a1 so as to fill the step generated on the lining plate a1.
【0015】 また、上記した覆工板a1は表面に滑べり止め層3を設けたが、図2に示す覆 工板a2のように、滑べり止め層を設けずにCFRP層2aが露出する状態のま ま使用してもよい。Further, the lining plate a1 described above is provided with the non-slip layer 3 on the surface, but unlike the lining plate a2 shown in FIG. 2, the CFRP layer 2a is exposed without providing the anti-slip layer. You may use it as it is.
【0016】[0016]
本考案は以上説明したように、GFRPからなる肉厚状の中芯材を肉抜きして 構成し、この中芯材の表裏両面に高強度、高弾性率のCFRP層を貼設して構成 したものであるから、覆工板として十分な強度と剛性とを確保すると同時に、大 幅な軽量化を行なうことができ、これにより、運搬が楽に行なえると共に、人手 による持ち運びが可能となる為に、溝に対する設置作業も重機を使用することな く簡単に行なうことができる。 As described above, the present invention is constructed by thinning out a thick-walled core material made of GFRP, and bonding CFRP layers of high strength and high elastic modulus to both front and back surfaces of this core material. Therefore, it is possible to secure sufficient strength and rigidity as a lining plate, and at the same time, it is possible to greatly reduce the weight, which makes it easy to carry and can be carried by hand. Moreover, the installation work for the groove can be easily performed without using heavy machinery.
【0017】 また、CFRP層の表面に滑べり止め層を設けたものにおいては、覆工板表面の 摩擦力を高めてスリップ事故を防止することができる。Further, in the case where the anti-slip layer is provided on the surface of the CFRP layer, the frictional force on the surface of the lining plate can be increased to prevent a slip accident.
【図1】 本考案を実施した覆工板を一部切欠して示
す斜視図。FIG. 1 is a perspective view showing a lining plate according to the present invention with a part thereof cut away.
【図2】 滑べり止め層のない覆工板を一部切欠して
示す斜視図。FIG. 2 is a perspective view showing a part of a lining plate without a non-slip layer, which is cut away.
【図3】 図1の覆工板を溝の上に設置した状態を示
す斜視図。FIG. 3 is a perspective view showing a state in which the lining plate of FIG. 1 is installed on a groove.
【図4】 従来の覆工板の設置状態を示す斜視図。FIG. 4 is a perspective view showing an installed state of a conventional lining plate.
a1,a2・・・覆工板 1・・・中芯材 2a,2b・・・CFRP層 3・・・滑べり止め層 a1, a2 ... Lining plate 1 ... Core material 2a, 2b ... CFRP layer 3 ... Anti-slip layer
Claims (2)
共に、その肉厚中心に沿って多数の肉抜き孔を貫通形成
してなる中芯材と、該中芯材の表裏両面に貼設するCF
RP層とにより構成した覆工板。1. A core material which is formed into a thick plate using GFRP and has a plurality of lightening holes penetratingly formed along the center of the thickness thereof, and is attached to both front and back surfaces of the core material. CF
A lining plate composed of an RP layer.
けてなる請求項1記載の覆工板。2. The lining plate according to claim 1, wherein a non-slip layer is provided on the surface of the CFRP layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1994015978U JP3013066U (en) | 1994-12-27 | 1994-12-27 | Lining board |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1994015978U JP3013066U (en) | 1994-12-27 | 1994-12-27 | Lining board |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3013066U true JP3013066U (en) | 1995-06-27 |
Family
ID=43148740
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1994015978U Expired - Lifetime JP3013066U (en) | 1994-12-27 | 1994-12-27 | Lining board |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3013066U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008088742A (en) * | 2006-10-03 | 2008-04-17 | Matsuo Kyoryo Kk | Composite construction plate |
JP2017043989A (en) * | 2015-08-27 | 2017-03-02 | 首都高速道路株式会社 | Skid |
-
1994
- 1994-12-27 JP JP1994015978U patent/JP3013066U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008088742A (en) * | 2006-10-03 | 2008-04-17 | Matsuo Kyoryo Kk | Composite construction plate |
JP2017043989A (en) * | 2015-08-27 | 2017-03-02 | 首都高速道路株式会社 | Skid |
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