JP2022034287A - Manufacturing method of composite flat plate for pavement - Google Patents

Manufacturing method of composite flat plate for pavement Download PDF

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JP2022034287A
JP2022034287A JP2020138011A JP2020138011A JP2022034287A JP 2022034287 A JP2022034287 A JP 2022034287A JP 2020138011 A JP2020138011 A JP 2020138011A JP 2020138011 A JP2020138011 A JP 2020138011A JP 2022034287 A JP2022034287 A JP 2022034287A
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flat plate
composite
square
composite flat
pavement
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一郎 古市
Ichiro Furuichi
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Daisei Corp
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Abstract

To provide a manufacturing method of composite flat plates for pavement which is comfortable to walk on and has high durability.SOLUTION: A manufacturing method of composite flat plates for pavement includes the steps of: providing convex parts at four positions equidistant from the center of the square on the diagonal line of the square on the surface of a composite flat plate; providing recesses at four positions equidistant from the center of the square on the diagonal of the square on the surface to be joined to the composite flat plate; applying a water-resistant adhesive to at least either a surface having the convex part of the composite flat plate or a surface having the concave part of the composite rubber flat plate, and laminating each convex part and each concave part to make them fit onto each other; and crimping the laminated composite flat plate and the composite rubber flat plate using a crimping frame having a certain width including four sides of a square.SELECTED DRAWING: Figure 2

Description

本発明は、透水性を有する舗装用複合平板の製造方法に関する。 The present invention relates to a method for producing a water-permeable composite flat plate for pavement.

従来から、種々の舗装用ブロックが提案されている。例えば、特許文献1に開示されている透水性舗装ブロックは、生ゴミ等の生活廃棄物を高温で加熱処理した粒・細片状の焼却残滓の焼却灰をポリウレタン系樹脂のバインダーで混練した透水ブロックベース材と、廃タイヤを低温粉砕した3ミリ前後の大きさの黒色チップと灰色のバージンゴムの灰色チップとをバインダーと混合した表面ラバー材とを型枠内に投入して加圧して成形して透水性でブロックベース層と透水性表面ラバー層との二層を有する。 Conventionally, various paving blocks have been proposed. For example, the permeable pavement block disclosed in Patent Document 1 is a permeable pavement block obtained by kneading incinerated ash of incinerated residue in the form of particles or fragments obtained by heat-treating domestic waste such as raw garbage with a polyurethane resin binder. A block base material, a black chip having a size of about 3 mm obtained by crushing waste tires at a low temperature, and a surface rubber material obtained by mixing a gray chip of gray virgin rubber with a binder are put into a mold and pressed to form. It is water permeable and has two layers, a block base layer and a water permeable surface rubber layer.

また、特許文献2に開示されている透水性舗装用複合材は、透水性ゴムチップマットの上層材と、透水性コンクリートブロックの下層材とでなる舗装用複合材であって、下層材が逆四角錐を真横に裁断した形状をなし、上層材の平面視縦横の長さが下層材接合面の縦横の長さよりいくぶん長いことを特徴としている。 Further, the permeable pavement composite material disclosed in Patent Document 2 is a pavement composite material composed of an upper layer material of a permeable rubber chip mat and a lower layer material of a permeable concrete block, and the lower layer material is inverted. It has a shape in which a square cone is cut right beside, and is characterized in that the vertical and horizontal lengths of the upper layer material in a plan view are somewhat longer than the vertical and horizontal lengths of the joint surface of the lower layer material.

また、特許文献3に開示されている舗装用敷板は、透水性および弾性を有する板状体と、板状体の表面に設けられた1または複数の突起とを含み、第1の板状体の裏面に接合された剛性を有する第2の板状体を含む。 Further, the pavement floor plate disclosed in Patent Document 3 includes a plate-like body having water permeability and elasticity, and one or a plurality of protrusions provided on the surface of the plate-like body, and is a first plate-like body. Includes a rigid second plate-like body joined to the back surface of the.

特願2001-317003号公報Japanese Patent Application No. 2001-317003 実用新案登録第3070124号明細書Utility Model Registration No. 3070124 実用新案登録第3006371号明細書Utility model registration No. 3006371

歩道では、歩行者が転倒した際の衝撃を緩和するため、従来からクッション舗装材が提案されてきたが、従来の一般的なクッション舗装材では、クッション性が十分でないものや、クッション性はあるが耐久性が低いものがあった。バリアフリー社会を実現するためには、歩道での転倒による受傷を軽減し、やわらかくて安全であると共に、耐久性の高い舗装材が求められる。 On sidewalks, cushion pavement materials have been proposed in order to reduce the impact when a pedestrian falls, but conventional general cushion pavement materials do not have sufficient cushioning properties or have cushioning properties. However, there was one with low durability. In order to realize a barrier-free society, pavement materials that are soft, safe, and highly durable are required to reduce injuries caused by falls on sidewalks.

本発明は、このような事情に鑑みてなされたものであり、歩行者にやさしく、かつ、耐久性の高い舗装用複合平板の製造方法を提供することを目的とする。 The present invention has been made in view of such circumstances, and an object of the present invention is to provide a method for manufacturing a pedestrian-friendly and highly durable composite flat plate for pavement.

(1)上記の目的を達成するために、本発明は、以下のような手段を講じた。すなわち、本発明の舗装用複合平板の製造方法は、透水性を有する舗装用複合平板の製造方法であって、コンクリートで透水性を有し、2次元的な形状が正方形である複合用平板を作成する工程において、前記複合用平板の表面における前記正方形の対角線上に、前記正方形の中心から等距離にある4つの位置に凸部を設ける工程と、合成ゴムにより、2次元的な形状が前記複合用平板と合同な正方形に形成された複合用ゴム平板を作成する工程において、前記複合用平板と接合する面の前記正方形の対角線上に、前記正方形の中心から等距離にある4つの位置に凹部を設ける工程と、前記複合用平板の凸部を有する面および前記複合用ゴム平板の凹部を有する面の少なくとも一方に耐水性の接着剤を塗布し、前記各凸部および前記各凹部が嵌合するように張り合わせる工程と、前記張り合わされた複合用平板および複合用ゴム平板に対し、前記正方形の四辺を含む一定の幅を有する圧着枠を用いて、両者を圧着する工程と、を含むことを特徴とする。 (1) In order to achieve the above object, the present invention has taken the following measures. That is, the method for manufacturing a composite flat plate for paving according to the present invention is a method for manufacturing a composite flat plate for paving having water permeability, which is made of concrete and has water permeability and has a square two-dimensional shape. In the step of creating, a step of providing convex portions at four positions at equal distances from the center of the square on the diagonal line of the square on the surface of the composite flat plate, and a step of providing a two-dimensional shape by synthetic rubber. In the step of creating a composite rubber flat plate formed into a square congruent with the composite flat plate, at four positions equidistant from the center of the square on the diagonal line of the square on the surface to be joined to the composite flat plate. A water-resistant adhesive is applied to at least one of the step of providing the concave portion and the surface having the convex portion of the composite flat plate and the surface having the concave portion of the composite rubber flat plate, and each of the convex portions and the respective concave portions are fitted. Includes a step of laminating so as to fit, and a step of crimping the laminated composite flat plate and the composite rubber flat plate using a crimping frame having a certain width including the four sides of the square. It is characterized by that.

(2)また、本発明の舗装用複合平板の製造方法は、前記圧着する工程の後、複数の複合平板を積層し、所定時間養生する工程をさらに含むことを特徴とする。 (2) Further, the method for manufacturing a composite flat plate for pavement of the present invention is characterized by further including a step of laminating a plurality of composite flat plates and curing them for a predetermined time after the step of crimping.

(3)また、本発明の舗装用複合平板の製造方法は、前記複合用ゴム平板の表面に、視覚障害者誘導用の突起またはスリットを設けたことを特徴とする。 (3) Further, the method for manufacturing a composite flat plate for pavement of the present invention is characterized in that a protrusion or a slit for guiding a visually impaired person is provided on the surface of the rubber flat plate for pavement.

本発明によれば、歩行者にやさしく、かつ、耐久性の高い舗装用複合平板を実現することが可能となる。 According to the present invention, it is possible to realize a pedestrian-friendly and highly durable composite flat plate for pavement.

本実施形態に係る舗装用複合平板1の斜視図である。It is a perspective view of the composite flat plate 1 for pavement which concerns on this embodiment. 本実施形態に係る舗装用複合平板の製造方法を示すフローチャートである。It is a flowchart which shows the manufacturing method of the composite flat plate for pavement which concerns on this embodiment. 本実施形態に係る複合用平板の平面図である。It is a top view of the composite flat plate which concerns on this embodiment. 本実施形態に係る複合用平板の側面図である。It is a side view of the composite flat plate which concerns on this embodiment. 複合用ゴム平板5の表層面の態様を示す図である。It is a figure which shows the aspect of the surface layer surface of the rubber flat plate 5 for composites. 複合用ゴム平板5の表層面の態様を示す図である。It is a figure which shows the aspect of the surface layer surface of the rubber flat plate 5 for composites. 複合用ゴム平板5の表層面の態様を示す図である。It is a figure which shows the aspect of the surface layer surface of the rubber flat plate 5 for composites. 圧着枠6を用いて圧着する様子を示す図である。It is a figure which shows the state of crimping using a crimping frame 6. 複数の舗装用複合平板を段積みして圧着養生を行なう様子を示す図である。It is a figure which shows the state of stacking a plurality of composite flat plates for pavement, and performing crimp curing. 完成した舗装用複合平板1の平面図である。It is a top view of the completed composite flat plate 1 for pavement. 完成した舗装用複合平板1の側面図である。It is a side view of the completed composite flat plate 1 for pavement.

本発明者は、複合用平板と複合用ゴム平板とを張り合わせる際に、正確な位置決めをすることに着目し、複合用平板の表面に4つの凸部を設けると共に、複合用ゴム平板の裏面に4つの凹部を設けることによって、複合用平板と複合用ゴム平板とを正確に位置決めをして張り合わせることが可能となることを見出し、本発明に至った。 The present inventor pays attention to accurate positioning when laminating the composite flat plate and the composite rubber flat plate, and provides four convex portions on the surface of the composite flat plate and the back surface of the composite rubber flat plate. It has been found that the composite flat plate and the composite rubber flat plate can be accurately positioned and bonded to each other by providing the four recesses in the above, and the present invention has been made.

すなわち、本発明の舗装用複合平板の製造方法は、透水性を有する舗装用複合平板の製造方法であって、コンクリートで透水性を有し、2次元的な形状が正方形である複合用平板を作成する工程において、前記複合用平板の表面における前記正方形の対角線上に、前記正方形の中心から等距離にある4つの位置に凸部を設ける工程と、合成ゴムにより、2次元的な形状が前記複合用平板と合同な正方形に形成された複合用ゴム平板を作成する工程において、前記複合用平板と接合する面の前記正方形の対角線上に、前記正方形の中心から等距離にある4つの位置に凹部を設ける工程と、前記複合用平板の凸部を有する面および前記複合用ゴム平板の凹部を有する面の少なくとも一方に耐水性の接着剤を塗布し、前記各凸部および前記各凹部が嵌合するように張り合わせる工程と、前記張り合わされた複合用平板および複合用ゴム平板に対し、前記正方形の四辺を含む一定の幅を有する圧着枠を用いて、両者を圧着する工程と、を含むことを特徴とする。 That is, the method for manufacturing a composite flat plate for paving according to the present invention is a method for manufacturing a composite flat plate for paving having water permeability, which is made of concrete and has water permeability and has a square two-dimensional shape. In the step of creating, a step of providing convex portions at four positions at equal distances from the center of the square on the diagonal line of the square on the surface of the composite flat plate, and a step of providing a two-dimensional shape by synthetic rubber. In the step of creating a composite rubber flat plate formed into a square congruent with the composite flat plate, at four positions equidistant from the center of the square on the diagonal line of the square on the surface to be joined to the composite flat plate. A water-resistant adhesive is applied to at least one of the step of providing the concave portion and the surface having the convex portion of the composite flat plate and the surface having the concave portion of the composite rubber flat plate, and each of the convex portions and the respective concave portions are fitted. Includes a step of laminating so as to fit, and a step of crimping the laminated composite flat plate and the composite rubber flat plate using a crimping frame having a certain width including the four sides of the square. It is characterized by that.

これにより、本発明者は、歩行者にやさしく、かつ、耐久性の高い舗装用複合平板を実現することを可能とした。以下、本発明の実施形態について、図面を参照しながら具体的に説明する。 As a result, the present inventor has made it possible to realize a pedestrian-friendly and highly durable composite flat plate for pavement. Hereinafter, embodiments of the present invention will be specifically described with reference to the drawings.

[舗装用複合平板の構成]
図1は、本実施形態に係る舗装用複合平板1の斜視図である。この舗装用複合平板1は、コンクリートで形成され、透水性を有し、2次元的な形状が正方形である複合用平板3を有している。この複合用平板3は、透水性ポーラスコンクリートから形成されており、雨天時の水たまりの発生を抑制し目地透水機能を発揮する。浸透した水は、地下水の保全や都市緑化に貢献することとなる。また、複合用平板3の側面には、目地キーパー3dが設けられている。この目地キーパー3dを有することから、施工目地が通り、美しい施工が可能となる。なお、通常のコンクリート平板やインターロッキングブロックとの連続した歯合施工が可能である。
[Structure of composite flat plate for pavement]
FIG. 1 is a perspective view of a pavement composite flat plate 1 according to the present embodiment. The pavement composite flat plate 1 is made of concrete, has water permeability, and has a composite flat plate 3 having a square two-dimensional shape. The composite flat plate 3 is formed of water-permeable porous concrete, suppresses the generation of puddles in rainy weather, and exhibits a joint water-permeable function. The infiltrated water will contribute to the conservation of groundwater and urban greening. Further, a joint keeper 3d is provided on the side surface of the composite flat plate 3. Since this joint keeper 3d is provided, the construction joint can be passed through and beautiful construction can be performed. In addition, continuous toothing work with ordinary concrete flat plates and interlocking blocks is possible.

また、舗装用複合平板1は、合成ゴムにより、2次元的な形状が複合用平板3と合同な正方形に形成された複合用ゴム平板5を有している。すなわち、本実施形態では、表層面に、耐久性に優れた高弾性・高密度素材のバージンゴムカラーチップ(EPDM)を用いることができる。これにより、歩道における人の歩行感および通行性を向上させることが可能となる。なお、複合用ゴム平板5は、施工場所の景観などに配慮して、種々の色彩を施すことも可能である。また、複合用平板3および複合用ゴム平板5は、接着剤7によって張り合わされている。 Further, the pavement composite flat plate 1 has a composite rubber flat plate 5 formed of synthetic rubber into a square having a two-dimensional shape congruent with the composite flat plate 3. That is, in the present embodiment, a virgin rubber color chip (EPDM) made of a highly elastic and high-density material having excellent durability can be used on the surface layer surface. This makes it possible to improve the walking feeling and passability of a person on the sidewalk. The composite rubber flat plate 5 can be colored in various colors in consideration of the landscape of the construction site and the like. Further, the composite flat plate 3 and the composite rubber flat plate 5 are bonded to each other by an adhesive 7.

[舗装用複合平板の製造方法]
図2は、本実施形態に係る舗装用複合平板の製造方法を示すフローチャートである。また、図3Aは、本実施形態に係る複合用平板の平面図であり、図3Bは、本実施形態に係る複合用平板の側面図である。図2において、まず、透水性の複合用平板を作成する(ステップS1)。ここで、図3Aおよびず3Bに示すように、本実施形態に係る複合用平板3は、正方形の四辺上に、テーパー3aが設けられており、表面3b上には、凸部3cが設けられている。すなわち、複合用平板3の表面3bにおける正方形の対角線上に、正方形の中心から等距離にある4つの位置に凸部3cを設ける。
[Manufacturing method of composite flat plate for pavement]
FIG. 2 is a flowchart showing a method of manufacturing a composite flat plate for pavement according to the present embodiment. Further, FIG. 3A is a plan view of the composite flat plate according to the present embodiment, and FIG. 3B is a side view of the composite flat plate according to the present embodiment. In FIG. 2, first, a water-permeable composite flat plate is prepared (step S1). Here, as shown in FIGS. 3A and 3B, the composite flat plate 3 according to the present embodiment is provided with a taper 3a on the four sides of a square, and a convex portion 3c is provided on the surface 3b. ing. That is, the convex portions 3c are provided at four positions equidistant from the center of the square on the diagonal line of the square on the surface 3b of the composite flat plate 3.

次の表は、透水性の複合用平板の仕様を表す。2次元的な形状は、縦横が等しい正方形であり、図2において、「a=b=300(mm)」である。また、厚さ(h)は50(mm)である。曲げひび割れ荷重は、6.25(kN)以上であり、透水係数は1×10-4以上である。

Figure 2022034287000002
The following table shows the specifications of the water-permeable composite flat plate. The two-dimensional shape is a square having the same length and width, and in FIG. 2, "a = b = 300 (mm)". The thickness (h) is 50 (mm). The bending crack load is 6.25 (kN) or more, and the hydraulic conductivity is 1 × 10 -4 or more.
Figure 2022034287000002

また、次の表は、「JIS A 5371:2016プレキャスト無筋コンクリート製品 付属書B(規定) 舗装・境界ブロック類 推奨仕様Bー1「平板」適合品規格」を表す。

Figure 2022034287000003
In addition, the following table shows "JIS A 5371: 2016 Precast Unreinforced Concrete Product Annex B (Specification) Pavement / Boundary Blocks Recommended Specifications B-1" Flat Plate "Compliant Standards".
Figure 2022034287000003

上記の曲げひび割れ荷重の算定について説明する。曲げひび割れ荷重は、コンクリートの曲げ強度より求める。
曲げひび割れ荷重(F)=2/3×(b・d)/L×σ
ここで、
F:曲げひび割れ荷重(N)
b:透水平板の有効幅(mm)
d:平板の厚さ(mm)
L:スパン(mm)
σ:コンクリートの曲げ強度(N/mm
そして、透水平板の有効幅が300(mm)である場合、曲げひび割れ荷重は、次のように求められる。
曲げひび割れ荷重(F)=2/3×(300・50)/240×3=6250(N)=6.25(kN)
The calculation of the bending crack load described above will be described. The bending crack load is obtained from the bending strength of concrete.
Bending crack load (F) = 2/3 x (b · d 2 ) / L x σ
here,
F: Bending crack load (N)
b: Effective width of transparent horizontal plate (mm)
d: Thickness of flat plate (mm)
L: Span (mm)
σ: Bending strength of concrete (N / mm 2 )
When the effective width of the transparent horizontal plate is 300 (mm), the bending crack load is obtained as follows.
Bending crack load (F) = 2/3 x (300.502) / 240 x 3 = 6250 (N) = 6.25 (kN)

また、次の表は、本実施形態に係る複合用平板の示方配合表である。

Figure 2022034287000004
In addition, the following table is a recipe compounding table of the composite flat plate according to this embodiment.
Figure 2022034287000004

次に、図2において、複合用ゴム平板5を作成する(ステップS2)。ここでは、合成ゴムにより、2次元的な形状が複合用平板3と合同な正方形に形成された複合用ゴム平板5を作成する。そして、複合用平板3と接合する面の前記正方形の対角線上に、正方形の中心から等距離にある4つの位置に凹部を設ける。次の表は、複合用ゴム平板5の原材料物性値を表す。 Next, in FIG. 2, the rubber flat plate 5 for composite is created (step S2). Here, the synthetic rubber is used to create a composite rubber flat plate 5 having a two-dimensional shape formed into a square congruent with the composite flat plate 3. Then, recesses are provided at four positions equidistant from the center of the square on the diagonal line of the square on the surface to be joined to the composite flat plate 3. The following table shows the raw material physical property values of the composite rubber flat plate 5.

Figure 2022034287000005
複合用ゴム平板5の成型方法は、「加熱・加圧プレス成型」であり、寸法は、「296(mm)×296(mm)」である(±1.5mm)。厚さは、10(mm)であり(±1.0mm)、重量は、1.20kg(±0.15kg)である。
Figure 2022034287000005
The molding method of the rubber flat plate 5 for composite is "heating / pressure press molding", and the dimensions are "296 (mm) x 296 (mm)" (± 1.5 mm). The thickness is 10 (mm) (± 1.0 mm) and the weight is 1.20 kg (± 0.15 kg).

図4Aから図4Cは、複合用ゴム平板5の表層面の態様を示している。図4Aは、一般的に用いられ、種々の色彩が施されるストライプ模様が施されている複合用ゴム平板5aを示す。図4Bは、視覚障害者誘導用として用いられ、黄色の色彩が施され、警告の意味を表す突起が施されている複合用ゴム平板5bを示す。図4Cは、視覚障害者誘導用として用いられ、黄色の色彩が施され、誘導の意味を表すスリットが施されている複合用ゴム平板5cを示す。図4Aに示す複合用ゴム平板5aの裏面には、正方形の対角線上に、その正方形の中心から等距離にある4つの位置に凹部4aが設けられており、この凹部4aが、複合用平板3の凸部3cと嵌合する。図4Bに示す複合用ゴム平板5bの裏面の4つの位置にも凹部4bが設けられており、図4Cに示す複合用ゴム平板5cの裏面の4つの位置にも凹部4cが設けられている。 4A to 4C show aspects of the surface layer surface of the composite rubber flat plate 5. FIG. 4A shows a composite rubber flat plate 5a which is generally used and has a striped pattern in which various colors are applied. FIG. 4B shows a composite rubber flat plate 5b used for guiding a visually impaired person, which is colored yellow and has protrusions indicating the meaning of a warning. FIG. 4C shows a composite rubber flat plate 5c used for guiding a visually impaired person, which is colored yellow and has a slit indicating the meaning of the guidance. On the back surface of the composite rubber flat plate 5a shown in FIG. 4A, recesses 4a are provided at four positions equidistant from the center of the square on the diagonal line of the square, and the recesses 4a are formed in the composite flat plate 3 Fits with the convex portion 3c of. Recesses 4b are also provided at four positions on the back surface of the composite rubber flat plate 5b shown in FIG. 4B, and recesses 4c are also provided at four positions on the back surface of the composite rubber flat plate 5c shown in FIG. 4C.

次に、図2において、複合用平板3と複合用ゴム平板5とを圧着する(ステップS3)。まず、接着面を清掃し、複合用平板3の凸部3cを有する面および複合用ゴム平板5の凹部を有する面の少なくとも一方に耐水性の接着剤(例えば、耐水性ウレタン樹脂ボンド)を塗布し、各凸部3cおよび各凹部が嵌合するように張り合わせる。接着待ち時間は、15分~20分である。ここで、プレート接着およびエアー抜きを行なう。ここで使用する耐水性の接着剤(例えば、耐水性ウレタン樹脂ボンド)は、以下の表に示す物性値を有する。 Next, in FIG. 2, the composite flat plate 3 and the composite rubber flat plate 5 are crimped (step S3). First, the adhesive surface is cleaned, and a water-resistant adhesive (for example, a water-resistant urethane resin bond) is applied to at least one of the surface having the convex portion 3c of the composite flat plate 3 and the surface having the concave portion of the composite rubber flat plate 5. Then, the convex portions 3c and the concave portions are bonded so as to fit into each other. The bonding waiting time is 15 to 20 minutes. Here, plate bonding and air bleeding are performed. The water-resistant adhesive used here (for example, a water-resistant urethane resin bond) has the physical property values shown in the table below.

Figure 2022034287000006
Figure 2022034287000006
Figure 2022034287000007
Figure 2022034287000007

また、本実施形態に係る複合用平板の製造において、接着剤の標準的使用量(目安)は、以下の表のとおりである。

Figure 2022034287000008
Further, in the production of the composite flat plate according to the present embodiment, the standard amount (reference) of the adhesive used is as shown in the table below.
Figure 2022034287000008

そして、図5Aに示すように、張り合わされた複合用平板3および複合用ゴム平板5に対し、正方形の四辺を含む一定の幅を有する圧着枠6を用いて、両者を圧着する(ステップS3)。圧着枠6は、クッション性を有している。このように圧着枠6を用いることによって、本実施形態に係る舗装用複合用平板の外周部分の圧着密度が強化される。 Then, as shown in FIG. 5A, the laminated flat plate 3 and the composite rubber flat plate 5 are crimped to each other by using a crimping frame 6 having a certain width including four sides of the square (step S3). .. The crimping frame 6 has a cushioning property. By using the crimping frame 6 in this way, the crimping density of the outer peripheral portion of the pavement composite flat plate according to the present embodiment is strengthened.

次に、図2において、第2の圧着を行なう(ステップS4)。第2の圧着では、図5Bに示すように、複数の舗装用複合平板を段積みし、12時間以上の圧着養生を行なう。圧着荷重は、30(kg/1枚当たり)以上の荷重をかけるものとする。この際、はみ出した余剰の接着剤を除去する。第2の圧着工程が終了すると、製品梱包を行なう。 Next, in FIG. 2, the second crimping is performed (step S4). In the second crimping, as shown in FIG. 5B, a plurality of pavement composite flat plates are stacked and crimping is performed for 12 hours or more. The crimping load shall be a load of 30 (kg / sheet) or more. At this time, the excess adhesive that has squeezed out is removed. When the second crimping process is completed, the product is packed.

図6Aは、完成した舗装用複合平板1の平面図であり、図6Bは、完成した舗装用複合平板1の側面図である。この舗装用複合平板1は、透水性ポーラスコンクリートから形成された複合用平板3を備えているため、雨天時の水たまりの発生を抑制し目地透水機能を発揮する。そして、浸透した水は、地下水の保全や都市緑化に貢献することとなる。また、複合用平板3の側面には、目地キーパー3dが設けられているため、施工目地が通り、美しい施工が可能となる。なお、通常のコンクリート平板やインターロッキングブロックとの連続した歯合施工が可能である。また、舗装用複合平板1は、表層面に、耐久性に優れた高弾性・高密度素材のバージンゴムカラーチップ(EPDM)を用いるため、歩道における人の歩行感および通行性を向上させることが可能となる。 FIG. 6A is a plan view of the completed pavement composite flat plate 1, and FIG. 6B is a side view of the completed pavement composite flat plate 1. Since the pavement composite flat plate 1 includes a composite flat plate 3 formed of water-permeable porous concrete, it suppresses the generation of puddles in rainy weather and exhibits a joint water-permeable function. The infiltrated water will contribute to the conservation of groundwater and urban greening. Further, since the joint keeper 3d is provided on the side surface of the composite flat plate 3, the joints can pass through and beautiful construction can be performed. In addition, continuous toothing work with ordinary concrete flat plates and interlocking blocks is possible. Further, since the composite flat plate 1 for pavement uses a virgin rubber color chip (EPDM), which is a highly elastic and high-density material with excellent durability, on the surface layer surface, it is possible to improve the walking feeling and passability of people on the sidewalk. It will be possible.

1…舗装用複合平板
3…複合用平板
3a…テーパー
3b…表面
3c…凸部
3d…目地キーパー
4a、4b、4c…凹部
5…複合用ゴム平板
5a…複合用ゴム平板
5b…複合用ゴム平板
5c…複合用ゴム平板
6…圧着枠
7…接着剤
1 ... Composite flat plate for pavement 3 ... Composite flat plate 3a ... Tapered 3b ... Surface 3c ... Convex portion 3d ... Joint keeper 4a, 4b, 4c ... Recessed portion 5 ... Composite rubber flat plate 5a ... Composite rubber flat plate 5b ... Composite rubber flat plate 5c ... Rubber flat plate for composite 6 ... Crimping frame 7 ... Adhesive

Claims (3)

透水性を有する舗装用複合平板の製造方法であって、
コンクリートで透水性を有し、2次元的な形状が正方形である複合用平板を作成する工程において、前記複合用平板の表面における前記正方形の対角線上に、前記正方形の中心から等距離にある4つの位置に凸部を設ける工程と、
合成ゴムにより、2次元的な形状が前記複合用平板と合同な正方形に形成された複合用ゴム平板を作成する工程において、前記複合用平板と接合する面の前記正方形の対角線上に、前記正方形の中心から等距離にある4つの位置に凹部を設ける工程と、
前記複合用平板の凸部を有する面および前記複合用ゴム平板の凹部を有する面の少なくとも一方に耐水性の接着剤を塗布し、前記各凸部および前記各凹部が嵌合するように張り合わせる工程と、
前記張り合わされた複合用平板および複合用ゴム平板に対し、前記正方形の四辺を含む一定の幅を有する圧着枠を用いて、両者を圧着する工程と、を含むことを特徴とする舗装用複合平板の製造方法。
A method for manufacturing a composite flat plate for pavement having water permeability.
In the process of creating a composite flat plate having water permeability in concrete and having a two-dimensional shape of a square, the composite flat plate is equidistant from the center of the square on the diagonal line of the square on the surface of the composite flat plate. The process of providing convex parts at one position and
In the step of creating a composite rubber flat plate having a two-dimensional shape formed into a square congruent with the composite flat plate by using synthetic rubber, the square is formed on the diagonal line of the square on the surface to be joined to the composite flat plate. The process of providing recesses at four positions equidistant from the center of
A water-resistant adhesive is applied to at least one of the surface having the convex portion of the composite flat plate and the surface having the concave portion of the composite rubber flat plate, and the convex portions and the concave portions are bonded together so as to fit. Process and
A pavement composite flat plate comprising a step of crimping the laminated composite flat plate and the composite rubber flat plate by using a crimping frame having a certain width including the four sides of the square. Manufacturing method.
前記圧着する工程の後、複数の複合平板を積層し、所定時間養生する工程をさらに含むことを特徴とする請求項1記載の舗装用複合平板の製造方法。 The method for manufacturing a composite flat plate for pavement according to claim 1, further comprising a step of laminating a plurality of composite flat plates and curing them for a predetermined time after the crimping step. 前記複合用ゴム平板の表面に、視覚障害者誘導用の突起またはスリットを設けたことを特徴とする請求項1または請求項2記載の舗装用複合平板の製造方法。
The method for manufacturing a composite flat plate for pavement according to claim 1 or 2, wherein a protrusion or a slit for guiding a visually impaired person is provided on the surface of the rubber flat plate for composite.
JP2020138011A 2020-08-18 2020-08-18 Manufacturing method of composite flat plate for pavement Pending JP2022034287A (en)

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