JPH06248881A - Interior panel for tunnel and attaching method therefor - Google Patents
Interior panel for tunnel and attaching method thereforInfo
- Publication number
- JPH06248881A JPH06248881A JP5038738A JP3873893A JPH06248881A JP H06248881 A JPH06248881 A JP H06248881A JP 5038738 A JP5038738 A JP 5038738A JP 3873893 A JP3873893 A JP 3873893A JP H06248881 A JPH06248881 A JP H06248881A
- Authority
- JP
- Japan
- Prior art keywords
- tunnel
- substrate
- interior panel
- panel
- coating layer
- 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.)
- Withdrawn
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、トンネルの内装に使用
するトンネル用内装パネルおよびその取付方法に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an interior panel for a tunnel used for the interior of a tunnel and a mounting method thereof.
【0002】[0002]
【従来の技術】最近、車両が通行するトンネルにおいて
安全な車両の通行をはかるためにトンネル内の壁面を内
装パネルによって覆う要請が高まりつつある。トンネル
の壁面を内装するのは、一般的に(1)トンネル内の照
明を均等に反射させ、照明効率を向上させること、
(2)トンネルの壁面の位置を運転者に容易に視認さ
せ、交通の安全な誘導をはかること、(3)トンネルの
壁面の凹凸を均整化し、運転者に対して不快感を与えな
いことのほか、(4)配線、配管等をできるだけ露出さ
せないこと、(5)覆工面の不揃いを調整すること等の
要請があげられる。2. Description of the Related Art Recently, there is an increasing demand for covering the wall surface of a tunnel with an interior panel in order to safely drive the vehicle in a tunnel. The interior of the wall of the tunnel is generally (1) improving the lighting efficiency by reflecting the light in the tunnel evenly.
(2) To make it easier for the driver to visually recognize the position of the wall surface of the tunnel and to guide traffic safely. (3) To make the unevenness of the wall surface of the tunnel even so that the driver does not feel uncomfortable. Other requests include (4) minimizing the exposure of wiring and piping, and (5) adjusting the unevenness of the lining surface.
【0003】そして内装は、運転者に対する不必要な視
覚的刺激の防止、障害物の早期発見と安定した追跡を容
易にし、安全走行を確保するための一要素として大きな
意味がある。これらのことは高速且つ長時間の走行が行
われる高速道路において要請が高まりつつある。The interior has a great meaning as an element for preventing unnecessary visual stimulation to the driver, facilitating early detection and stable tracking of obstacles, and ensuring safe driving. There is an increasing demand for these things on highways that are driven at high speed for a long time.
【0004】ところでトンネル内を覆う内装パネルとし
ては、従来、ケイ酸カルシウムの基板にセラミックの無
機質塗料を塗膜として形成した無機質塗装硬質ケイカル
板、またセメント製の基板に表装材としてタイルを貼着
したタイルパネル、鋼板を基板として用いたホーロー鋼
板複合板、アルミニウム板を基板として用いた化粧アル
ミニウム複合板、ステンレス鋼を基板として用いたステ
ンレス鋼板樹脂塗装板等があげられる。By the way, as an interior panel for covering the inside of a tunnel, conventionally, an inorganic coated hard silica plate formed by coating a ceramic inorganic coating as a coating film on a substrate of calcium silicate, or a tile as a mounting material on a cemented substrate. Examples thereof include a tile panel, a enamel steel plate composite plate using a steel plate as a substrate, a decorative aluminum composite plate using an aluminum plate as a substrate, and a stainless steel plate resin coated plate using stainless steel as a substrate.
【0005】[0005]
【発明が解決しようとする課題】しかしながら上記従来
の無機質塗装硬質ケイカル板の内装パネルは基板自体の
強度に欠け、トンネル内に内装パネルを取付けるのに基
板の裏面に補強部材を重設して基板を補強することを必
要とし、トンネル内の壁面への直接の取付けはできなか
った。従ってトンネル内の内装パネルの取付施工に多く
の手間と資材とがかかり、コスト高になっていた。しか
も補強部材を必要としてパネルの厚みが増すので、トン
ネルの壁面と補強部材との間の隙間を最小限にとどめる
ことができなくなり、トンネル全体の有効幅が狭くなっ
ていた。However, the above-mentioned conventional inorganic coated hard-calcin board interior panel lacks the strength of the board itself, and when mounting the interior panel in the tunnel, a reinforcing member is placed over the back surface of the board to form a board. It was necessary to reinforce, and it was not possible to install it directly on the wall surface in the tunnel. Therefore, it takes a lot of time and labor to mount and install the interior panel in the tunnel, resulting in a high cost. Moreover, since the reinforcing member is required and the thickness of the panel is increased, it is impossible to minimize the gap between the wall surface of the tunnel and the reinforcing member, and the effective width of the entire tunnel is narrowed.
【0006】またタイルパネル等は可撓性が無機質塗装
硬質ケイカル板や化粧アルミニウム複合板に比べて欠け
るので、トンネル内の壁面の曲率に沿って1枚宛ての内
装パネルによって一度に大面積に対して取付施工するの
には適さず、取付作業に多くの手間がかかっていた。In addition, since the flexibility of the tile panel and the like is lacking as compared with that of the inorganic coating hard silica plate and the decorative aluminum composite plate, the interior panel for one sheet along the curvature of the wall surface in the tunnel allows a large area to be covered at a time. It was not suitable for installation and installation, and it took a lot of time and effort for the installation work.
【0007】また無機質塗装硬質ケイカル板の内装パネ
ルは耐衝撃性が低いので、車両等が接触したり、車両に
より石等が飛来すると、基板は破壊され易く、周囲に破
壊片が飛散し、交通障害を起こすことがあった。Further, since the interior panel of the inorganic coated hard silica sheet has low impact resistance, when the vehicle or the like comes into contact with it, or stones or the like come into contact with the vehicle, the substrate is easily broken, and debris scatters in the surroundings. There were times when it caused trouble.
【0008】またタイルパネルは重量が大きく、運搬お
よび取扱に多くの労作がかかっていた。さらには従来の
ステンレス鋼板樹脂塗装板は落書きを容易に行え、油系
の汚れが付き易く、汚れを容易に落とすことはできなか
った。Further, the tile panel is heavy, and it takes a lot of labor to carry and handle it. Furthermore, the conventional stainless steel plate resin coated plate can easily perform graffiti, is easily stained with oil, and cannot be easily removed.
【0009】そこで本発明は、可撓性に富み、曲げ破壊
荷重も大きいので、トンネル内の壁面の曲率に沿って一
度に大面積を取付施工するのに適し、取付作業にも手間
がかからず容易且つ確実に行え、また構造堅牢で強度も
高くて破壊され難く、さらには軽量にして運搬および取
扱も容易にすることを目的とする。Therefore, the present invention is highly flexible and has a large bending fracture load, so that it is suitable for mounting a large area at a time along the curvature of the wall surface in the tunnel, and the mounting work is also labor-intensive. The purpose of the present invention is to make it easy and surely possible, to have a strong structure, to have high strength and to prevent breakage, and to make it light and easy to carry and handle.
【0010】[0010]
【課題を解決するための手段】本発明は上記課題を解決
するために、ガラス繊維強化コンクリートの基板と、該
基板の少なくとも表面に形成されるフッソ系樹脂塗料よ
りなる塗膜層を形成するという手段を採用した。In order to solve the above problems, the present invention is to form a glass fiber reinforced concrete substrate and a coating layer made of a fluorine-based resin paint formed on at least the surface of the substrate. Adopted means.
【0011】また本発明はガラス繊維強化コンクリート
の基板の表面にフッソ系樹脂塗料よりなる塗膜層を形成
した内装パネルをアンカー・ボルトを用いてトンネル内
の壁面に対して所望の間隔をあけて取付けるという手段
を採用した。In the present invention, an interior panel in which a coating layer made of a fluorine-based resin coating is formed on the surface of a glass fiber reinforced concrete substrate is provided with anchor bolts at desired intervals with respect to the wall surface in the tunnel. The means of mounting is adopted.
【0012】[0012]
【作用】内装パネルの基板がガラス繊維強化コンクリー
トによって形成されて可撓性に富み、曲げ破壊荷重も大
きいので、トンネル内の壁面の曲率に沿って一度に大面
積に対し、取付施工するのに適し、取付作業に手間がか
からず容易且つ確実に行える。また構造堅牢で強度も高
くて破壊され難く、さらには軽量にして運搬および取扱
も容易に行なえる。[Function] Since the substrate of the interior panel is made of glass fiber reinforced concrete and is highly flexible and has a large bending fracture load, it can be installed and installed on a large area at a time along the curvature of the wall surface in the tunnel. It is suitable and can be easily and surely done without any troublesome installation work. In addition, the structure is robust, the strength is high, it is not easily destroyed, and it is lightweight and easy to carry and handle.
【0013】[0013]
【実施例】図1乃至図5において、Pは本実施例の内装
パネルであり、この内装パネルPは基板1と、基板1の
表面に塗装されるフッソ系樹脂塗料よりなる第1の塗膜
層2と、この塗膜層2の表面に塗装されるフッソ系樹脂
塗料よりなる第2の塗膜層3との三層構造をなす。1 to 5, P is an interior panel of the present embodiment, and the interior panel P is a substrate 1 and a first coating film made of a fluorine-based resin paint applied to the surface of the substrate 1. The layer 2 and a second coating layer 3 made of a fluorine-based resin coating material applied to the surface of the coating layer 2 form a three-layer structure.
【0014】前記基板1は補強材としてのガラス繊維G
に結合剤としてのセメントと砂とよりなるセメントモル
タルを混練したガラス繊維強化コンクリート(GRC)
にて図5に示すように正面略矩形乃至は方形に形成さ
れ、この基板1の外縁部には数個の取付孔1aが設けら
れている。図1および図5に示す内装パネルPの大きさ
は、例えば縦Lの寸法が1000〜1200mm、横
L′の寸法が約1000mm、厚みt が約6mm程度で
ある。The substrate 1 is made of glass fiber G as a reinforcing material.
Fiberglass reinforced concrete (GRC) in which cement mortar consisting of cement and sand as a binder is kneaded
As shown in FIG. 5, the front surface is formed into a substantially rectangular shape or a square shape, and several mounting holes 1a are provided in the outer edge portion of the substrate 1. As for the size of the interior panel P shown in FIGS. 1 and 5, for example, the length L is 1000 to 1200 mm, the width L'is about 1000 mm, and the thickness t is about 6 mm.
【0015】基板1を形成するのには、結合剤としての
セメントと砂とよりなるセメントモルタルと、補強材と
してのガラス繊維Gとを図には示さない個別のガンのノ
ズルから空気圧によって型枠面上に吹付け、所定厚さま
で積層させ、ローラ等で締め固めることによってガラス
繊維Gを均一に分散させたシートを形成し、その後所望
の寸法にシートを裁断することにより基板1を形成す
る。In order to form the substrate 1, cement mortar composed of cement and sand as a binder and glass fiber G as a reinforcing material are pneumatically pressured from nozzles of individual guns not shown in the figure. The sheet is sprayed on the surface, laminated to a predetermined thickness, and compacted with a roller or the like to form a sheet in which the glass fibers G are uniformly dispersed. Thereafter, the sheet is cut into desired dimensions to form the substrate 1.
【0016】また前記ガラス繊維Gは、繊維長さが例え
ば20〜40mmであり、最も好適なものとして37m
m程度のものが使用され、その繊維の太さは例えば1
1.5〜15.5μm程度である。The glass fiber G has a fiber length of, for example, 20 to 40 mm, and is most preferably 37 m.
The thickness of the fiber is, for example, 1
It is about 1.5 to 15.5 μm.
【0017】そしてセメントモルタルと、ガラス繊維G
との組成比は、例えば重量組成比として98:2〜9
3:7の割合のものを使用し、本実施例の場合は95:
5の割合のものを使用する。Cement mortar and glass fiber G
The compositional ratio of and is, for example, 98: 2 to 9 as a weight compositional ratio.
A ratio of 3: 7 is used, and in the case of this embodiment 95:
Use a ratio of 5.
【0018】前記基板1の表面の第1の塗膜層2を形成
するのには、例えばフッソ系樹脂塗料が使用される。こ
のフッソ系樹脂塗料としては、例えば主剤が粘度70〜
80(KU)と比重が高くて延性および展性が良好であ
り、また比重0.87程度のものに硬化剤を混入したも
のを使用し、その色相としては運転者に対して不快感を
与えず爽快に運転が行え、トンネルT内の照明、ヘッド
ライト等に対する表面反射率を向上し、輝度特性を向上
して視認行為を容易になすために、例えば白、黄、アイ
ボリー等が使用される。To form the first coating layer 2 on the surface of the substrate 1, for example, a fluorine resin paint is used. As the fluorine resin paint, for example, the main component has a viscosity of 70 to
It has a high specific gravity of 80 (KU), good ductility and malleability, and a specific gravity of about 0.87 mixed with a curing agent is used. Its hue gives the driver an unpleasant feeling. For example, white, yellow, ivory, etc. are used in order to be able to drive refreshingly, to improve the surface reflectance with respect to the lighting, headlights, etc. in the tunnel T, to improve the brightness characteristics, and to facilitate visual recognition. .
【0019】この塗膜層2をガラス繊維強化コンクリー
トの基板1の表面に塗装するのには、基板1と塗膜層2
との密着性および親密性を良好にするために以下の予備
作業を行う。先ず前記基板1の表面に付着している粉化
物、塩分、油脂、水分、そのほかの塵埃や異物をサンデ
ィングペパー、ウエス等の研摩用具にて除去することに
より、基板1に塗装する塗装物としての塗膜層2との密
着性を良くする。次いで基板1と塗膜層2との密着性を
さらに良くするために合成樹脂のプライマー塗布を行
う。この際、使用される合成樹脂としては、基板1と塗
膜層2との親密性および密着性を良くするために、塗膜
層2に使用する合成樹脂と極力、同種のものを使用す
る。その後、コテ、ヘラ等の道具を用いて基板1の表面
に形成されている粗面にパテ材を塗布して表面を平滑に
し、それから基板1の全面を平滑に研摩して素地調整を
行う等の予備作業を行ってから、第1の塗膜層2として
のフッソ系樹脂塗料をその膜厚が例えば40μ程度の厚
みに塗装する。To coat the coating layer 2 on the surface of the glass fiber reinforced concrete substrate 1, the substrate 1 and the coating layer 2 are used.
Perform the following preparatory work to improve the adhesion and intimacy with. First, a powdered material, salt, fats and oils, water, and other dusts and foreign substances adhering to the surface of the substrate 1 are removed by a polishing tool such as a sanding paper or a waste cloth to be applied on the substrate 1. Improves adhesion with the coating layer 2. Then, a synthetic resin primer is applied to further improve the adhesion between the substrate 1 and the coating layer 2. At this time, the synthetic resin used is as similar as possible to the synthetic resin used for the coating layer 2 in order to improve the closeness and adhesion between the substrate 1 and the coating layer 2. After that, using a tool such as a trowel or a spatula, putty material is applied to the rough surface formed on the surface of the substrate 1 to make the surface smooth, and then the entire surface of the substrate 1 is polished to be smooth. After performing the preliminary work described above, the fluorine-based resin coating material as the first coating layer 2 is applied to a thickness of, for example, about 40 μm.
【0020】さらに第1の前記塗膜層2の表面に塗装さ
れる第2の前記塗膜層3は、その主剤が例えば前記第1
の塗膜層2の主剤に対して粘度50〜75(KU)と僅
かに低く、比重が1.25程度の略同一色相のフッソ系
樹脂が使用され、前記第1の塗膜層2の上面に例えば約
10μ程度の膜厚にて塗装される。この第2の塗膜層2
は、硬度が高く、摩擦係数が低いことによりその表面に
仮に落書きが描かれた場合には、この落書きや油系統の
汚れを払拭することにより除去することができるほか、
耐候性を有し、希硫酸、希硝酸等に対して耐薬品性を有
する。Further, the main component of the second coating layer 3 applied to the surface of the first coating layer 2 is, for example, the first coating layer.
The upper surface of the first coating layer 2 is a fluorine-based resin having a viscosity of 50 to 75 (KU), which is slightly lower than that of the main agent of the coating layer 2 and has a specific gravity of about 1.25. For example, it is coated with a film thickness of about 10 μm. This second coating layer 2
If the graffiti is drawn on the surface due to its high hardness and low friction coefficient, it can be removed by wiping off the graffiti and oil system stains.
It has weather resistance and chemical resistance to dilute sulfuric acid, dilute nitric acid, etc.
【0021】4は内装パネルPが取付けられるトンネル
T内の壁面であり、この壁面4は現場状況に応じた所望
の曲率Rをもって掘削されることにより形成される。Reference numeral 4 denotes a wall surface in the tunnel T to which the interior panel P is attached, and this wall surface 4 is formed by excavating with a desired curvature R according to the situation at the site.
【0022】5は内装パネルPをトンネルT内の壁面4
に取付ける場合に使用するアンカー・ボルトであり、こ
のアンカー・ボルト5は例えばアンカー部6aを有する
スリーブ6と、該スリーブ6内に螺入されるボルト部7
と、該ボルト部7のネジ部7aに螺合されることにより
壁面4に対する内装パネルPの取付位置との間隔Kを保
持するナット材8と、該ナット材8と協同してネジ部7
aに螺合して前記内装パネルPを締付、固定する袋ナッ
ト材9とから形成される。Reference numeral 5 designates the interior panel P as a wall surface 4 in the tunnel T.
Anchor bolt for use in mounting on a sleeve 6. The anchor bolt 5 includes, for example, a sleeve 6 having an anchor portion 6a, and a bolt portion 7 screwed into the sleeve 6.
And a nut member 8 that holds a distance K between the wall surface 4 and the mounting position of the interior panel P by being screwed into the screw member 7a of the bolt unit 7, and the screw member 7 in cooperation with the nut member 8.
It is formed from a cap nut material 9 that is screwed into a and is used to tighten and fix the interior panel P.
【0023】上記のようにして形成された内装パネルP
を、所望の曲率Rを有するトンネルT内の壁面4に取付
けるのには、先ずトンネルTの壁面4にドリル等の穿孔
具を用いて取付用の穴1′aを所望個所に複数個あけ
る。その後、この穴1′aのそれぞれにスリーブ6を打
撃用の工具を使用して打込み、ネジ部7aにナット材8
を螺合しているボルト部7をそれぞれのスリーブ6内に
螺入する。次いでこのボルト部7のネジ部7aを内装パ
ネルPの数個の取付孔1a内に挿入することにより、ボ
ルト部7のネジ部7aに螺合されたナット材8と、この
ネジ部7aに螺合される袋ナット材9とで内装パネルP
を前面および後面から締付、固定した状態でアンカー・
ボルト5を用いてトンネルTの壁面4との間に所望の間
隔Kを維持しながら内装パネルPを壁面4に取付ける。
トンネルの壁面4と内装パネルPとの間の間隔Kは例え
ば10〜20mm程度が好ましい。Interior panel P formed as described above
In order to mount the same on the wall surface 4 in the tunnel T having a desired curvature R, first, a plurality of mounting holes 1'a are drilled on the wall surface 4 of the tunnel T by using a punching tool such as a drill. After that, the sleeve 6 is driven into each of the holes 1'a using a hammering tool, and the nut member 8 is attached to the screw portion 7a.
The bolts 7 that are screwed together are screwed into the respective sleeves 6. Then, by inserting the screw portion 7a of the bolt portion 7 into the several mounting holes 1a of the interior panel P, the nut material 8 screwed into the screw portion 7a of the bolt portion 7 and the screw portion 7a are screwed. Interior panel P with mating nut material 9
Anchor while tightening and fixing from the front and rear
The interior panel P is attached to the wall surface 4 using the bolt 5 while maintaining a desired distance K from the wall surface 4 of the tunnel T.
The distance K between the wall surface 4 of the tunnel and the interior panel P is preferably about 10 to 20 mm, for example.
【0024】この際、内装パネルPの基板1はガラス繊
維Gのような強化繊維をセメントと砂とよりなるセメン
トモルタル内に入れて結合したガラス繊維強化コンクリ
ートによって形成されているので、可撓性に豊み、曲げ
破壊荷重が大きい。このため、施工現場において手を用
いてトンネルT内の壁面4の所望の曲率Rに沿って内装
パネルPを容易に曲げ加工を施すことができる。At this time, since the substrate 1 of the interior panel P is made of glass fiber reinforced concrete in which reinforcing fibers such as glass fibers G are put and cemented in cement mortar made of cement and sand, it is flexible. Abundant and large bending fracture load. Therefore, it is possible to easily bend the interior panel P along the desired curvature R of the wall surface 4 in the tunnel T using a hand at the construction site.
【0025】この結果、例えば縦Lの寸法が1000〜
1200mmで、横L′の寸法が約1000mm、そし
て厚みtが約6mm程度の大きさの1個宛ての内装パネ
ルPは、例えばその重量が15.5kg程度、また1m
2 あたり12.9kg/m2となり、軽量である。この
ため、その運搬および取扱は容易であり、裁断も取付現
場において手軽に行なえることから、数個のアンカー・
ボルト5を用いてトンネルT内の壁面4に迅速且つ確実
に取付けることができる。As a result, for example, the length L is 1000 to
An interior panel P having a size of 1200 mm, a width L ′ of about 1000 mm, and a thickness t of about 6 mm has a weight of, for example, about 15.5 kg or 1 m.
It is 12.9 kg / m 2 per 2 and is lightweight. Therefore, it is easy to transport and handle, and cutting can be done easily at the installation site.
The bolt 5 can be used to quickly and surely attach to the wall surface 4 in the tunnel T.
【0026】従って順次、内装パネルPをトンネルT内
の壁面4の所望の曲率Rに沿って必要最小限、例えば1
0〜20mm程度の所望の間隔Kを確保しながらアンカ
ー・ボルト5を用いて直接的な取付、施工が行なえ、内
装パネルPの裏面には何等、格別の補強部材を取付けて
補強しないで済むので、トンネルT全体に占める有効幅
は必要以上に狭められず、空間の有効利用がはかれる
(図2、図3、図4参照)。Therefore, the interior panel P is successively arranged along the desired curvature R of the wall surface 4 in the tunnel T to the minimum required, for example, 1
Since the anchor bolts 5 can be used for direct attachment and construction while securing a desired distance K of about 0 to 20 mm, no special reinforcement member needs to be attached to the back surface of the interior panel P for reinforcement. The effective width of the entire tunnel T is not narrowed more than necessary, and the space is effectively used (see FIGS. 2, 3, and 4).
【0027】そして本実施例のガラス繊維強化コンクリ
ートの基板1よりなる内装パネルPと、ケイ酸カルシウ
ムの基板にセラミックの無機質塗料を塗膜として形成し
た従来の無機質塗装硬質ケイカル板、またセメント製の
基板に表装材としてタイルを貼着したタイルパネル、鋼
板を基板として用いたホーロー鋼板複合板、アルミニウ
ム板を基板として用いた化粧アルミニム複合板、ステン
レス鋼を基板として用いたステンレス鋼板樹脂塗装板等
との物理的特性、例えば初期反射率視観(%)、塗膜硬
度(モース硬度)、重量(kg/m2 )、曲げ破壊荷重
(kgf)、たわみ(mm)、耐衝撃性(g)、吸水率
(%)、含水率(%)、耐火性、耐候性、さらには5w
t%濃度の希硫酸および5wt%濃度の希硝酸に対する
耐薬品性等の試験結果を以下の表1にまとめた。Then, an interior panel P made of the glass fiber reinforced concrete substrate 1 of this embodiment, a conventional inorganic coated hard silica sheet made of a ceramic inorganic coating as a coating film on a calcium silicate substrate, or cement. Tile panels with tiles attached to the substrate as surface material, enamel steel plate composite plates using steel plates as substrates, decorative aluminum composite plates using aluminum plates as substrates, stainless steel plate resin coated plates using stainless steel as substrates, etc. Physical properties of, for example, initial reflectance visual appearance (%), coating film hardness (Mohs hardness), weight (kg / m 2 ), bending fracture load (kgf), deflection (mm), impact resistance (g), Water absorption (%), water content (%), fire resistance, weather resistance, and further 5w
Table 1 below summarizes the test results of chemical resistance to dilute sulfuric acid having a concentration of t% and dilute nitric acid having a concentration of 5 wt%.
【0028】[0028]
【表1】 [Table 1]
【0029】このようにして形成された内装パネルPは
上記表1から、無機質塗装硬質ケイカル板の曲げ破壊荷
重が50(kgf)程度であり、70cmの長さの試料
に対する耐衝撃性が530(g)であるのに対してガラ
ス繊維G入りのコンクリートによって基板1が形成され
た本実施例の内装パネルPにおいては曲げ破壊荷重が6
0(kgf)であり、70cmの長さの試料に対する耐
衝撃性が600gである。従って格別な補強材を内装パ
ネルPの裏面に設けて内装パネルPを補強する必要がな
くその手間が省けた状態で、トンネルT内の所望の曲率
Rに応じて内装パネルPを可撓し、数本のアンカー・ボ
ルト5を用いて直接、壁面4に内装パネルPを取付ける
ことができる。しかも取付後においても内装パネルPの
強度が低下することなく構造堅牢に取付けることができ
る(図2、図3、図4参照)。従って車両等が内装パネ
ルPに接触したり、もしくは車両に石等が内装パネルP
に飛来した場合に、内装パネルPが破壊することが少な
く且つ破壊片が周囲に飛散することがないので、トンネ
ルT内において交通障害を引き起こすことがない。According to Table 1 above, the interior panel P thus formed has a bending fracture load of about 50 (kgf) for the inorganic coated hard silica sheet, and has an impact resistance of 530 (for a sample having a length of 70 cm). On the other hand, in the interior panel P of this embodiment in which the substrate 1 is formed of concrete containing glass fiber G, the bending fracture load is 6
It is 0 (kgf), and the impact resistance for a sample having a length of 70 cm is 600 g. Therefore, it is not necessary to provide a special reinforcing material on the back surface of the interior panel P to reinforce the interior panel P, and the interior panel P can be flexed according to a desired curvature R in the tunnel T in a state where the labor is saved. The interior panel P can be directly attached to the wall surface 4 by using several anchor bolts 5. Moreover, even after the mounting, the interior panel P can be mounted with a strong structure without lowering its strength (see FIGS. 2, 3, and 4). Therefore, a vehicle or the like may come into contact with the interior panel P, or a stone or the like may be attached to the interior panel P
When the vehicle comes in, the interior panel P is less likely to be destroyed and the fragments are not scattered around, so that no traffic obstacle is caused in the tunnel T.
【0030】また内装パネルPの基板1の表面に形成さ
れる第1の塗膜層2は、例えば粘度70〜80(KU)
と高く、延性および展性に豊んで塗布し易いフッソ系の
樹脂塗料が使用されること、基板1の表面に付着してい
る粉化物、塩分、油分、水分、そのほかの塵埃や異物を
サンディングペーパー、ウエス等の研摩用具で除去する
ことにより基板1との密着性を良くした状態でプライマ
ー塗布すること、基板1の表面の粗面にパテを塗布して
平滑にしたり、または平滑に研摩して調整する等の素地
調整を行う等して基板1の表面に第1の塗膜層2は塗装
されるので、基板1に対するフッソ系樹脂の第1の塗膜
層2の親密性および密着性は良い。従って基板1の表面
にフッソ系樹脂によって例えば40μ程度の膜厚に形成
された第1の塗膜層2は基板1がトンネルTの曲率Rに
沿って可撓された場合にも亀裂が生じて剥離したり、割
れやカケが生じない。The first coating layer 2 formed on the surface of the substrate 1 of the interior panel P has, for example, a viscosity of 70 to 80 (KU).
Fluorine-based resin coatings are used, which are high in ductility and malleability and are easy to apply. Powdered substances, salts, oils, moisture, and other dust and foreign matter adhering to the surface of the substrate 1 are sanded. , Applying a primer with a good adhesion to the substrate 1 by removing it with a polishing tool such as a waste cloth, applying putty to the rough surface of the substrate 1 to make it smooth, or performing smooth polishing. Since the first coating layer 2 is coated on the surface of the substrate 1 by adjusting the substrate such as adjustment, the closeness and adhesion of the first coating layer 2 of the fluorine-based resin to the substrate 1 are good. Therefore, when the substrate 1 is flexed along the curvature R of the tunnel T, the first coating layer 2 formed on the surface of the substrate 1 with a fluorine-based resin to have a film thickness of, for example, about 40 μ causes cracks. No peeling, cracking or chipping.
【0031】またガラス繊維Gの無機強化繊維を補強材
としてセメントモルタルに混入した基板1に塗装される
第1の塗膜層2の表面には、この第1の塗膜層2と同種
類、同質で親密性と密着性を有するフッソ系樹脂により
なる第2の塗膜層3が例えば10μ程度の膜厚によって
塗装されることにより第1の塗膜層2を保護している。On the surface of the first coating layer 2 coated on the substrate 1 in which the cement mortar is mixed with the inorganic reinforcing fiber of the glass fiber G as a reinforcing material, the same type as the first coating layer 2, The second coating layer 3 made of a fluorine-based resin of the same quality and having intimacy and adhesion is coated with a film thickness of, for example, about 10 μ to protect the first coating layer 2.
【0032】この塗膜層3の初期反射率視観は、上記表
1から従来の無機質塗装硬質ケイカル板が80%程度で
あるのに対して70%と同程度であり、トンネルT内の
照明を均等に反射し、照明効率は向上される。しかも内
装パネルPをトンネルT内の壁面4に取付けたことによ
り、トンネルT内の道路舗装面および天井面等の他の壁
面に対して車両走行時の輝度対比が確実になって例えば
自己車両の走行位置を先行車両に対して容易且つ確実に
認識でき、距離感を把握し易いので、安全運転に寄与で
きる。From the above Table 1, the visual appearance of the reflectance of the coating layer 3 is about 70% as compared with about 80% for the conventional inorganic coated hard silica sheet, and the illumination inside the tunnel T is small. Are evenly reflected, and the lighting efficiency is improved. Moreover, by mounting the interior panel P on the wall surface 4 in the tunnel T, the brightness contrast during traveling of the vehicle is ensured with respect to other wall surfaces such as the road paving surface and the ceiling surface in the tunnel T, for example, of the own vehicle. The traveling position can be easily and surely recognized with respect to the preceding vehicle, and the sense of distance can be easily grasped, which contributes to safe driving.
【0033】また上記のように第1の塗膜層2はテフロ
ン系の樹脂塗料よりなる第2の塗膜層3によって保護さ
れているので、高温から低温までの耐温度特性は良くな
る。また基板1は不燃性であり、燃焼ガスが発生されな
いので、万一トンネルT内において火災が発生されるよ
うなことがあっても安全である。Since the first coating layer 2 is protected by the second coating layer 3 made of Teflon resin coating as described above, the temperature resistance characteristic from high temperature to low temperature is improved. Further, since the substrate 1 is nonflammable and combustion gas is not generated, it is safe even if a fire should occur in the tunnel T.
【0034】しかも基板1は、その繊維長さが例えば3
7mm程度、繊維径が11.5〜15.5μm程度の無
機強化繊維としてのガラス繊維をセメントと砂とよりな
るセメントモルタルに混入し、基板1の表面に形成され
る第1の塗膜層2および第2の塗膜層3もフッソ系樹脂
の耐薬品性の高い樹脂塗料によって塗装されているの
で、基板1、塗膜層2、および塗膜層3から錆が発生す
ることはない。また基板1にはテフロン系の樹脂塗料よ
りなる2層の塗膜層2と塗膜層3とが形成されているの
で、撥水性を発揮し、吸水率および含水率は低く、トン
ネル内の湿度や地下水の染み出しに対して充分に耐え得
る。Moreover, the substrate 1 has a fiber length of, for example, 3
A first coating layer 2 formed on the surface of the substrate 1 by mixing glass fiber as an inorganic reinforcing fiber having a fiber diameter of approximately 7 mm and a fiber diameter of approximately 11.5 to 15.5 μm into cement mortar composed of cement and sand. Also, since the second coating layer 3 is also coated with the resin coating material having high chemical resistance of the fluorine-based resin, rust does not occur on the substrate 1, the coating layer 2, and the coating layer 3. Further, since two coating layers 2 and 3 made of a Teflon-based resin coating are formed on the substrate 1, water repellency is exhibited, the water absorption rate and water content are low, and the humidity in the tunnel is low. It can sufficiently withstand the seepage of groundwater and groundwater.
【0035】表1から基板が硬質ケイ酸カルシウムによ
って形成されている従来の無機質塗装硬質ケイカル板、
およびセメント基板を使用している従来のセメント基板
タイルパネルの吸水率および保水率はそれぞれの値が2
0,8;20,8であるのに対して本実施例の内装パネ
ルPにおいては吸水率が15以下であり、保水率は7以
下であってともに低く、トンネルT内の湿度や地下水の
染み出しに対して良好になる。From Table 1 a conventional inorganic coated hard silica plate, the substrate of which is made of hard calcium silicate,
And the water absorption rate and water retention rate of the conventional cement substrate tile panel using the cement substrate are 2 respectively.
In contrast, the interior panel P of the present embodiment has a water absorption rate of 15 or less and a water retention rate of 7 or less, which are both low, so that the humidity in the tunnel T and the groundwater stain Good for getting out.
【0036】さらに基板1の表面に塗装するフッソ系樹
脂よりなる第1の塗膜層2の上面には既述のようにフッ
ソ系樹脂よりなる第2の塗膜層3が形成されて下層の塗
膜層2を保護している。この第2の塗膜層3の塗膜硬度
は、表1から3〜4のモース硬度であって高く、摩擦係
数も小さいので、傷が付きにくい。従ってフッソ系樹脂
よりなる第2の塗膜層3に落書きや油の汚れが付着した
場合に、払拭するだけで落書き等を容易且つ確実に落と
すことができる。しかも従来の塗料のようにシンナー等
の有機溶剤を用いて汚れを払拭しなくても済むので、こ
の際、トンネルT内を換気する手間が省ける。Further, as described above, the second coating film layer 3 made of a fluorine-based resin is formed on the upper surface of the first coating film layer 2 made of a fluorine-based resin to be applied on the surface of the substrate 1 to form a lower layer. The coating layer 2 is protected. The coating hardness of the second coating layer 3 is Mohs hardness shown in Tables 1 to 3 and is high, and the friction coefficient is small, so that scratches are hard to occur. Therefore, when graffiti or oil stains are attached to the second coating layer 3 made of a fluorine-based resin, the graffiti or the like can be easily and surely removed just by wiping. Moreover, unlike the conventional paint, it is not necessary to wipe off the dirt by using an organic solvent such as thinner, and at this time, the labor of ventilating the inside of the tunnel T can be omitted.
【0037】上記実施例においては基板1の上面にフッ
ソ系樹脂塗料よりなる第1の塗膜層2と第2の塗膜層3
とよりなる2層の塗膜層2,3を形成する構造である
が、基板1に形成する塗膜層2,3は基板1の全面に形
成しても良く、また基板1に1層に限って形成してもよ
く、しかもその膜厚は上記実施例に示すものは例示であ
り、これに限られない。In the above-mentioned embodiment, the first coating layer 2 and the second coating layer 3 made of the fluorine resin coating are formed on the upper surface of the substrate 1.
The coating layers 2 and 3 formed on the substrate 1 may be formed on the entire surface of the substrate 1, or may be formed on the substrate 1 as one layer. It may be formed only in a limited manner, and the film thickness thereof is not limited to the one shown in the above embodiment.
【0038】[0038]
【発明の効果】上述のように本発明は、可撓性に富み、
曲げ破壊荷重も大きいので、トンネル内の壁面の曲率に
沿って一度に大面積を内装パネルによって取付施工する
のに適し、また取付作業に手間がかからず容易且つ確実
に行える。また内装パネルは構造堅牢にして強度も高
く、破壊され難く、さらには軽量にして運搬および取扱
も容易である。As described above, the present invention is highly flexible,
Since the bending breaking load is also large, it is suitable for mounting a large area by the interior panel at once along the curvature of the wall surface in the tunnel, and the mounting work is easy and reliable without any trouble. In addition, the interior panel has a strong structure and high strength, is not easily broken, and is lightweight and easy to carry and handle.
【図1】本発明の一実施例を示す一部切欠正面図であ
る。FIG. 1 is a partially cutaway front view showing an embodiment of the present invention.
【図2】同じくトンネル内の壁面に沿って内装パネルを
取付けた状態を示す断面図である。FIG. 2 is a sectional view showing a state in which an interior panel is mounted along a wall surface in the tunnel as well.
【図3】同じく内装パネルの取付状態を示す断面図であ
る。FIG. 3 is a sectional view showing a mounting state of the interior panel of the same.
【図4】同じくトンネル内に本実施例の内装パネルを取
付けた状態を説明的に示す正面図である。FIG. 4 is also a front view illustratively showing a state in which the interior panel of the present embodiment is mounted in the tunnel.
【図5】本実施例の内装パネルの一例を示す一部切欠正
面図である。FIG. 5 is a partially cutaway front view showing an example of the interior panel of the present embodiment.
1 基板 1a 取付孔 2 第1の塗膜層 3 第2の塗膜層 4 壁面 5 アンカー・ボルト G ガラス繊維 T トンネル 1 Substrate 1a Attachment Hole 2 First Coating Layer 3 Second Coating Layer 4 Wall 5 Anchor Bolt G Glass Fiber T Tunnel
Claims (2)
該基板の少なくとも表面に形成されるフッソ系樹脂塗料
よりなる塗膜層とから成るトンネル用内装パネル。1. A substrate of glass fiber reinforced concrete,
An interior panel for a tunnel, comprising a coating film layer made of a fluorine-based resin paint formed on at least the surface of the substrate.
面にフッソ系樹脂塗料よりなる塗膜層を形成した内装パ
ネルをアンカー・ボルトを用いてトンネル内の壁面に対
して所望の間隔をあけて取付けることを特徴としたトン
ネル用内装パネルの取付方法。2. An interior panel in which a coating layer made of a fluorine-based resin coating is formed on the surface of a glass fiber reinforced concrete substrate is attached to a wall surface in a tunnel with anchor bolts at desired intervals. How to install the interior panel for the tunnel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5038738A JPH06248881A (en) | 1993-02-26 | 1993-02-26 | Interior panel for tunnel and attaching method therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5038738A JPH06248881A (en) | 1993-02-26 | 1993-02-26 | Interior panel for tunnel and attaching method therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06248881A true JPH06248881A (en) | 1994-09-06 |
Family
ID=12533668
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5038738A Withdrawn JPH06248881A (en) | 1993-02-26 | 1993-02-26 | Interior panel for tunnel and attaching method therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06248881A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006177045A (en) * | 2004-12-22 | 2006-07-06 | Shikuson:Kk | Installation structure of interior material for tunnel |
US7510351B2 (en) * | 2006-03-28 | 2009-03-31 | Price Herbert S | Method for supporting a subsurface material |
JP2017210736A (en) * | 2016-05-23 | 2017-11-30 | 環境資材株式会社 | Water-guiding plate with heat insulation surface |
IT201800010076A1 (en) * | 2018-11-06 | 2020-05-06 | Soc It Lastre S P A | Panel for the lighting engineering lining of tunnels or for the external or internal lining of buildings and process for its production |
-
1993
- 1993-02-26 JP JP5038738A patent/JPH06248881A/en not_active Withdrawn
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006177045A (en) * | 2004-12-22 | 2006-07-06 | Shikuson:Kk | Installation structure of interior material for tunnel |
US7510351B2 (en) * | 2006-03-28 | 2009-03-31 | Price Herbert S | Method for supporting a subsurface material |
JP2017210736A (en) * | 2016-05-23 | 2017-11-30 | 環境資材株式会社 | Water-guiding plate with heat insulation surface |
IT201800010076A1 (en) * | 2018-11-06 | 2020-05-06 | Soc It Lastre S P A | Panel for the lighting engineering lining of tunnels or for the external or internal lining of buildings and process for its production |
EP3650426A1 (en) * | 2018-11-06 | 2020-05-13 | Societa'Italiana Lastre S.p.A. | Panel for the illuminative cladding of tunnels or for the external or internal cladding of buildings and process for the production thereof |
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Legal Events
Date | Code | Title | Description |
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A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20000509 |