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JP5547704B2 - Synthetic resin sheet affixed to the structure surface - Google Patents
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JP5547704B2 - Synthetic resin sheet affixed to the structure surface - Google Patents

Synthetic resin sheet affixed to the structure surface Download PDF

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JP5547704B2
JP5547704B2 JP2011233897A JP2011233897A JP5547704B2 JP 5547704 B2 JP5547704 B2 JP 5547704B2 JP 2011233897 A JP2011233897 A JP 2011233897A JP 2011233897 A JP2011233897 A JP 2011233897A JP 5547704 B2 JP5547704 B2 JP 5547704B2
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synthetic resin
resin sheet
concrete
anchor material
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JP2013091952A (en
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忍 渡井
貴 廣瀬
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マックストン株式会社
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Description

本発明は、例えば、断面U字状を呈して地中に埋設されるコンクリート製排水溝や同配線溝などの構造物の表面を保護するために、該構造物の表面に貼付される合成樹脂シートに関する。   The present invention is a synthetic resin that is applied to the surface of a structure, for example, in order to protect the surface of the structure such as a concrete drainage groove or wiring groove that is embedded in the ground with a U-shaped cross section. Regarding the sheet.

上記排水溝はコンクリート製のU字溝から成り、これを相互に突き合わせながら道路下に多数埋設して連続する排水路を形成しているが、この排水路内に大量の雨水が流れると、該排水路を画成するコンクリート面に流水による磨り減り現象が生じる。   The drainage groove is made of a concrete U-shaped groove, and a large number of rainwater flows into the drainage channel when a large number of rainwater flows through the drainage channel by burying a large number of them under the road. A phenomenon of abrasion due to running water occurs on the concrete surface defining the drainage channel.

下記の特許文献1には、上記U字溝の左右内側コンクリート面と内底コンクリート面に滑性な表面を有する合成樹脂シートを連続して貼付する構造が開示されている。   The following Patent Document 1 discloses a structure in which a synthetic resin sheet having a smooth surface is continuously attached to the left and right inner concrete surfaces and the inner bottom concrete surface of the U-shaped groove.

そして、上記滑性な表面を有する合成樹脂シートは、その貼付面とは反対側の面に多数の有底孔を形成することによって同貼付面に多数の突起を形成し、該各突起を上記コンクリート製のU字溝の表層部に食い込ませて、両者の結合を得、U字溝内での防鼠効果を図ったり、バクテリアの繁殖を抑制し、バクテリアが排水中の硫化水素と反応してコンクリートを劣化させることを防止している。 Then, the synthetic resin sheet having the lubricating surface is a plurality of projections formed on the application surface by forming a plurality of bottomed holes on a surface opposite to its attachment surface, the the respective projection Encroach into the surface layer of the concrete U-shaped groove to obtain a bond between them, and to prevent the bacteria from growing inside the U-shaped groove, or to suppress the growth of bacteria, and the bacteria react with hydrogen sulfide in the waste water. This prevents the concrete from deteriorating.

特許第2914906号公報Japanese Patent No. 2914906

しかし、上記従来のコンクリート製排水溝の下では、そのU字溝の表層部に食い込む突起が、形状的には単なる同径の円筒状を呈しているので、U字溝の排水路内で強い流水圧などを受けると、合成樹脂シート自体が上記各コンクリート面から剥がれ易い問題点を有していた。   However, under the above-described conventional concrete drainage groove, the protrusion that bites into the surface layer portion of the U-shaped groove has a simple cylindrical shape with the same shape, so that it is strong in the drainage channel of the U-shaped groove. When subjected to flowing water pressure or the like, the synthetic resin sheet itself has a problem that it is easily peeled off from each concrete surface.

そこで、本発明は、U字溝の左右内側コンクリート面や内底コンクリート面からの剥離を防止して、各コンクリート面の流水による磨り減り現象を有効に防止できる合成樹脂シートを提供せんとするものである。   Therefore, the present invention is intended to provide a synthetic resin sheet that can prevent the U-shaped groove from peeling from the left and right inner concrete surfaces and the inner bottom concrete surface, and can effectively prevent the phenomenon of abrasion due to running water on each concrete surface. It is.

本発明は、コンクリート製排水溝などの構造物の表面を保護するために該構造物表面に貼付される合成樹脂シートであって、合成樹脂シートの貼付面側に真空成形又は圧空成形により多数のアンカー材を包み込んで、該合成樹脂シートで包み込まれた各アンカー材を上記構造物の表層部に食い込ませて貼付されることを特徴とする。 The present invention is a synthetic resin sheet that is attached to the surface of a structure to protect the surface of the structure such as a concrete drainage groove, and a large number of the resin is attached to the surface of the synthetic resin by vacuum molding or pressure forming. The anchor material is wrapped, and each anchor material wrapped with the synthetic resin sheet is stuck into the surface layer portion of the structure, and is attached .

好ましくは、上記アンカー材には逆テーパー形状のものを使用し、且つ、アンカー材はその長さ方向にボルトなどを螺合できるねじ孔を有する。   Preferably, the anchor material has a reverse taper shape, and the anchor material has a screw hole into which a bolt or the like can be screwed in its length direction.

本発明は、真空成形法や圧空成形法の下で、合成樹脂シートの貼付面側に多数のアンカー材を包み込めるので、この状態のまま、各アンカー材をコンクリート製排水溝などの構造物の表層部に食い込ませれば、これにより、合成樹脂シートを構造物の表面に剥離することなく強固に貼付でき、該表面の磨り減り現象を有効に防止できる。上記真空成形法や圧空成形法で使用される成形枠には通常要求される金型が不要となるので、コストも安価となる。   Since the present invention wraps a large number of anchor materials on the side of the synthetic resin sheet under vacuum forming method or pressure forming method, each anchor material remains in this state in the surface layer of a structure such as a concrete drainage groove. If it bites into the part, the synthetic resin sheet can be firmly attached to the surface of the structure without being peeled off, and the abrasion phenomenon of the surface can be effectively prevented. The molding frame used in the vacuum forming method or the pressure forming method does not require a mold that is normally required, and the cost is also low.

特に、この場合、アンカー材に逆テーパー形状のものを積極的に使用すれば、より一層のアンカー効果を発揮して、合成樹脂シートの構造物の表面からの剥離を確実に防止できる。   In particular, in this case, if an anchor material having a reverse taper shape is positively used, a further anchor effect can be exerted and the peeling of the synthetic resin sheet from the surface of the structure can be reliably prevented.

又、アンカー材がその長さ方向にねじ孔を有するものであれば、ボルトなどを自在に螺合できるので、後付け施工製品(例えば、流水の堰き止め板や小動物の這い上がり構造など)を簡単に後付けでき、使用範囲が拡大できる。   Also, if the anchor material has a screw hole in its length direction, bolts can be freely screwed together, so it is easy to install retrofitting products (for example, damming plates for running water and scooping structures for small animals) The range of use can be expanded.

合成樹脂シートの成形枠にアンカー材の位置決め部を設ければ、合成樹脂シートに対してアンカー材を位置決めして包み込むことが可能となるので、ねじ孔を有するアンカー材にあっては、ボルトなどとの螺合作業が精度をもって行なえる。   If an anchor material positioning portion is provided in the synthetic resin sheet molding frame, the anchor material can be positioned and wrapped with respect to the synthetic resin sheet. The screwing operation can be performed with high accuracy.

合成樹脂シートにアンカー材としての玉砂利を包み込んだ状態を示す要部拡大断面図である。It is a principal part expanded sectional view which shows the state which wrapped the gravel as an anchor material in a synthetic resin sheet. 合成樹脂シートにアンカー材としての逆テーパー形状のナットを包み込んだ状態を示す要部拡大断面図である。It is a principal part expanded sectional view which shows the state which wrapped the reverse taper-shaped nut as an anchor material in the synthetic resin sheet. (A)は真空成形に使用される成形枠の内底面に玉砂利を散布した状態を示す説明図、(B)は同成形枠に合成樹脂シートを被せた状態を示す説明図、(C)は成形枠から空気を抜いて同合成樹脂シートを玉砂利に密着させた状態を示す説明図である。(A) is explanatory drawing which shows the state which scattered the gravel on the inner bottom face of the molding frame used for vacuum forming, (B) is explanatory drawing which shows the state which covered the synthetic resin sheet | seat on the molding frame, (C) is It is explanatory drawing which shows the state which extracted air from the shaping | molding frame and made the same synthetic resin sheet adhere to the gravel. コンクリート製排水溝の成形用型枠を示す斜視図である。It is a perspective view which shows the formwork for shaping | molding of a concrete drainage groove. 同成形用型枠に玉砂利を包み込んだ合成樹脂シートを被せた状態を示す斜視図である。It is a perspective view which shows the state which covered the synthetic resin sheet | seat which wrapped the gravel in the molding mold. 同合成樹脂シートの上に補強用の鉄筋群をセットした状態を示す斜視図である。It is a perspective view which shows the state which set the reinforcing bar group for reinforcement on the synthetic resin sheet. 完成されたコンクリート製排水溝の内側コンクリート面に合成樹脂シートが貼付された状態を示す斜視図である。It is a perspective view which shows the state by which the synthetic resin sheet was affixed on the inner concrete surface of the completed concrete drainage groove. 包み込まれた玉砂利が排水溝の表層部に食い込んでいる状態を示す要部拡大断面図である。It is a principal part expanded sectional view which shows the state in which the wrapped gravel is biting into the surface layer part of a drain ditch. 排水溝の内側コンクリート面に小動物の脱出用スロープを設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the escape slope of the small animal in the inner concrete surface of a drainage groove. 真空成形又は圧空成形に使用される成形枠の内底面にアンカー材としてのナットの位置決め凹部を形成した状態を示す断面図である。It is sectional drawing which shows the state which formed the positioning recessed part of the nut as an anchor material in the inner bottom face of the molding frame used for vacuum forming or pressure forming. ナットの包み込みにより各ナット間に括れが生じている状態を示す要部斜視図である。It is a principal part perspective view which shows the state which the constriction has arisen between each nut by the wrapping of a nut.

以下、本発明の実施の形態を図1乃至図11に基づき詳述する。   Hereinafter, embodiments of the present invention will be described in detail with reference to FIGS.

本発明に係る合成樹脂シート1は、図1・図2に示すように、例えば、ポリプロピレンやポリエチレンなどの合成樹脂でシート状に成形されたものであるが、真空成形法又は圧空成形法を用いて、このシート1の貼付面1a側に多数のアンカー材2を規則的又は不規則的に包み込んで、該シート1で包み込まれた各アンカー材2をコンクリート製排水溝の表層部に食い込ませることにより、上記排水溝を構成するU字溝の左右内側コンクリート面と内底コンクリート面に連続して貼付されて、当該各コンクリート面を磨り減り現象などから有効に保護するものである。   As shown in FIGS. 1 and 2, the synthetic resin sheet 1 according to the present invention is formed into a sheet shape with a synthetic resin such as polypropylene or polyethylene, for example, but uses a vacuum forming method or a pressure forming method. Then, a large number of anchor materials 2 are wrapped regularly or irregularly on the sticking surface 1a side of the sheet 1, and each anchor material 2 wrapped with the sheet 1 is bitten into the surface layer portion of the concrete drainage groove. Thus, the U-shaped groove constituting the drainage groove is continuously attached to the left and right inner concrete surfaces and the inner bottom concrete surface, and each concrete surface is effectively protected from the phenomenon of abrasion.

ここで、上記アンカー材2としては、入手し易い玉砂利やプラスチックの塊や鉄球やナットやねじ等の小物を使用するが、アンカー材2として上記排水溝の表層部に食い込む関係で、いずれのものも、逆テーパー形状又はこれに近似した表層部から抜け外れ難い形状のものが好ましい。   Here, as the anchor material 2, small gravel gravel, a lump of plastic, an iron ball, a nut, a screw, or the like is used, but as the anchor material 2, any one of them is biting into the surface layer portion of the drainage groove. Those having a reverse taper shape or a shape that does not easily come off from the surface layer portion similar to the reverse taper shape are preferable.

そして、これらのアンカー材2を上記合成樹脂シート1で包み込む場合に、真空成形法で成形する時は、図3のAに示すように、上面が開放された単なる箱状を呈する成形枠3の内底面にアンカー材2としての多数の玉砂利2aを規則的又は不規則的に散布して、図3のB・Cに示すように、上記合成樹脂シート1を玉砂利2a上に被せ、熱を加えて合成樹脂シート1を玉砂利2aに押し当て、上記成形枠3の穴4から空気を抜いて真空状態にして玉砂利2aに密着させることにより、図1に示すような、貼付面1a側に多数の玉砂利2a(アンカー材2)を包み込んだ合成樹脂シート1が得られる。又、図中、3aは成形枠3の蓋である。尚、図2はアンカー材2として逆テーパー形状のナット2bを包み込んだものである。   When the anchor material 2 is wrapped with the synthetic resin sheet 1 and is molded by the vacuum molding method, as shown in FIG. 3A, the molding frame 3 having a simple box shape with the upper surface opened. A large number of gravel gravel 2a as the anchor material 2 is sprayed regularly or irregularly on the inner bottom surface, and the synthetic resin sheet 1 is placed on the gravel gravel 2a as shown in FIG. Then, the synthetic resin sheet 1 is pressed against the gravel 2a, and air is drawn out from the holes 4 of the molding frame 3 so as to be in a vacuum state and brought into close contact with the gravel 2a. As shown in FIG. A synthetic resin sheet 1 enclosing the gravel 2a (anchor material 2) is obtained. In the figure, reference numeral 3a denotes a lid of the forming frame 3. In FIG. 2, a reverse-tapered nut 2 b is wrapped as the anchor material 2.

次に、この合成樹脂シート1で包み込まれた各アンカー材2をコンクリート製排水溝を構成するU字溝の左右内側コンクリート面と内底コンクリート面に食い込ませる場合には、型枠5を使用して両者を一体的に成形する。   Next, when each anchor material 2 wrapped in the synthetic resin sheet 1 is bitten into the left and right inner concrete surfaces and the inner bottom concrete surface of the U-shaped groove constituting the concrete drainage groove, the form 5 is used. The two are molded integrally.

この型枠5は、図4に示すように、U字溝にU字形状を付与する中央部型6と、該中央部型6の両端部に直立状態をもって固定される一対の端部型7と、中央部型6の両側部に開閉可能に連結される一対の側部型8とから成り、該各側部型8を閉じて上面の開放口から内部にモルタルやレジンコンクリートなどのコンクリート成形材料を充填して乾燥させ、後は、一対の側部型8を開けば、排水溝を構成するコンクリート製のU字溝が成形できる構成となっている。   As shown in FIG. 4, the mold 5 includes a center part mold 6 that gives a U-shape to a U-shaped groove, and a pair of end part molds 7 that are fixed upright at both ends of the center part mold 6. And a pair of side molds 8 connected to both sides of the central mold 6 so as to be openable and closable. The side molds 8 are closed, and concrete molding such as mortar or resin concrete is made from the opening on the upper surface to the inside. The material is filled and dried, and then a concrete U-shaped groove constituting the drainage groove can be formed by opening the pair of side molds 8.

これを詳しく説明すると、図5に示すように、一対の側部型8の開いた状態を得て、上記合成樹脂シート1を中央部型6の上からに逆さまに被せて、その状態のまま、図6に示すように、その上から補強用の鉄筋9群をセットした後、一対の側部型8を回動して閉じた状態を得て、その上面の開放口から内部に上記コンクリート成形材料を充填して乾燥させると、図7に示すように、その左右内側コンクリート面と内底コンクリート面に合成樹脂シート1が連続して貼付されたU字状のコンクリート製排水溝10が得られる。尚、アンカー材2を包み込むことで、コンクリート成形材料の打設時や取扱時にアンカー材2が潰れることがない。   This will be described in detail. As shown in FIG. 5, a pair of side molds 8 are opened, and the synthetic resin sheet 1 is placed upside down on the central mold 6 and remains in that state. As shown in FIG. 6, after setting the reinforcing steel bar 9 group from above, the pair of side molds 8 are rotated and closed to obtain the above concrete from the opening on the upper surface. When the molding material is filled and dried, as shown in FIG. 7, a U-shaped concrete drainage groove 10 in which the synthetic resin sheet 1 is continuously stuck to the left and right inner concrete surfaces and the inner bottom concrete surface is obtained. It is done. In addition, by wrapping the anchor material 2, the anchor material 2 is not crushed when the concrete molding material is placed or handled.

しかも、斯かるコンクリート製排水溝10は、図8に示すように、上記多数のアンカー材2がそのアンカー効果を利用して各コンクリート面の表層部に強固に食い込んでいるので、強い流水圧などで、該合成樹脂シート1が容易に剥離することがなくなり、流水による各コンクリート面の磨り減り現象が有効に防止できる。   In addition, as shown in FIG. 8, such a concrete drainage groove 10 has a large flowing water pressure and the like because the above-mentioned many anchor materials 2 are firmly biting into the surface layer portion of each concrete surface using the anchor effect. Thus, the synthetic resin sheet 1 is not easily peeled off, and the phenomenon of abrasion of each concrete surface by running water can be effectively prevented.

尚、この場合、アンカー材2に玉砂利2aを使用しても、その自然の凹凸形状(アンカー形状)からの効果を得て、コンクリートの表層面に合成樹脂シート1を貼付することができるが、特に、図2に示すように、アンカー材2に長さ方向のねじ孔を有する逆テーパー形状のナット2bを使用すれば、合成樹脂シート1の剥離がより確実に防止できるので、その効果は甚大である。   In this case, even if the gravel 2a is used for the anchor material 2, the effect from the natural uneven shape (anchor shape) can be obtained, and the synthetic resin sheet 1 can be affixed to the surface of the concrete. In particular, as shown in FIG. 2, if a reverse-tapered nut 2 b having a screw hole in the length direction is used for the anchor material 2, peeling of the synthetic resin sheet 1 can be prevented more reliably, and the effect is enormous. It is.

又、アンカー材2に逆テーパー形状のナット2bを使用した場合には、該アンカー材2にボルト(図示せず)を螺合させることが可能となるので、斯かるボルト螺合構造を利用して、図9に示すように、U字溝からカメなどの小動物を脱出させるスロープ11を設置すれば、排水溝10に誤って落下して脱出するすべのない小動物を助けることも可能となる。   Further, when a reverse-tapered nut 2b is used for the anchor member 2, a bolt (not shown) can be screwed to the anchor member 2, so that such a bolt screwing structure is used. As shown in FIG. 9, if a slope 11 that allows a small animal such as a turtle to escape from the U-shaped groove is installed, it is possible to help a small animal that does not accidentally drop into the drain groove 10 and escape.

このような螺合構造において、合成樹脂シート1に対する上記ナット2bの包み込み位置を規制する必要がある場合には、例えば、図10に示すように、成形枠3の内底面に位置決め用の凹部12を所定の間隔をおいて形成して、該凹部12内に逆テーパー形状のナット2b下端を嵌合すれば、ナット2bの包み込み位置が規制できる。又、ボルトとの螺合結合を行なわない場合には、具体的には図示しないが、逆テーパー形状のアンカー材2に対して貫通する又は貫通しない差込孔を形成して、該差込孔に棒材などを圧入し、この棒材を利用して後付け施工製品などを後付けすることも可能となる。   In such a screwed structure, when it is necessary to regulate the wrapping position of the nut 2b with respect to the synthetic resin sheet 1, for example, as shown in FIG. Are formed at a predetermined interval, and the bottom end of the reverse-tapered nut 2b is fitted into the recess 12, so that the wrapping position of the nut 2b can be regulated. Further, in the case where the screw connection with the bolt is not performed, although not specifically illustrated, an insertion hole that penetrates or does not penetrate through the reverse taper-shaped anchor material 2 is formed. It is also possible to press-fit a bar or the like and retrofit a post-installation product using the bar.

又、これは、玉砂利2aでも言えることであるが、特に、逆テーパー形状のナット2bなどを包み込むと、図11に示すように、各ナット2b間に括れ1bができて、コンクリート面から極めて抜けずらくなる。   This is also true for the gravel 2a. In particular, when a reverse-tapered nut 2b or the like is encased, as shown in FIG. It ’s stupid.

1 合成樹脂シート
1a 貼付面
1b 括れ
2 アンカー材
2a 玉砂利
2b 逆テーパー形状のナット
3 成形枠
3a 成形枠の蓋
4 穴
5 型枠
6 中央部型
7 端部型
8 側部型
9 鉄筋
10 U字状の排水溝
11 スロープ
12 凹部(位置決め部)
DESCRIPTION OF SYMBOLS 1 Synthetic resin sheet 1a Sticking surface 1b Constriction 2 Anchor material 2a Gravel gravel 2b Reverse taper-shaped nut 3 Molding frame 3a Molding frame lid 4 Hole 5 Mold frame 6 Center part type 7 End part type 8 Side part type 9 Rebar 10 U-shape Drainage groove 11 Slope 12 Recessed part (positioning part)

Claims (3)

構造物の表面を保護するために該構造物表面に貼付される合成樹脂シートであって、上記合成樹脂シートの貼付面側に真空成形又は圧空成形により多数のアンカー材を包み込んで、該合成樹脂シートで包み込まれた各アンカー材を上記構造物の表層部に食い込ませることを特徴とする構造物表面に貼付される合成樹脂シート。 A synthetic resin sheet that is affixed to the surface of the structure to protect the surface of the structure, wherein the anchoring surface side of the synthetic resin sheet is wrapped with a large number of anchor materials by vacuum molding or pressure molding, and the synthetic resin synthetic resin sheet to be attached to the anchor material encased in sheets to the structure surface, wherein the Turkey was bite into the surface portion of the structure. 上記アンカー材には逆テーパー形状のものを使用することを特徴とする請求項1記載の構造物表面に貼付される合成樹脂シート。   The synthetic resin sheet applied to the surface of a structure according to claim 1, wherein the anchor material has a reverse taper shape. 上記アンカー材はその長さ方向にねじ孔を有することを特徴とする請求項1又は請求項2記載の構造物表面に貼付される合成樹脂シート。   The synthetic resin sheet attached to the structure surface according to claim 1 or 2, wherein the anchor material has a screw hole in its length direction.
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JPH06313332A (en) * 1993-04-30 1994-11-08 Fujimura Fume Kan Kk Manufacture of concrete side gutter
JP2914906B2 (en) * 1995-12-21 1999-07-05 マックストン株式会社 Concrete ground channel or drainage channel
JP2938396B2 (en) * 1996-11-07 1999-08-23 マックストン株式会社 Coarse-particle decorative concrete block, method of molding the concrete block, and formwork for molding
JP5223063B2 (en) * 2008-10-10 2013-06-26 東拓工業株式会社 Lining material for concrete wall and method for lining concrete wall using the same
JP4956646B2 (en) * 2010-06-16 2012-06-20 シーアイ化成株式会社 Waterway structure

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