JP6712727B2 - Drainage structure on the laid surface of artificial turf members - Google Patents

Drainage structure on the laid surface of artificial turf members Download PDF

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JP6712727B2
JP6712727B2 JP2016091878A JP2016091878A JP6712727B2 JP 6712727 B2 JP6712727 B2 JP 6712727B2 JP 2016091878 A JP2016091878 A JP 2016091878A JP 2016091878 A JP2016091878 A JP 2016091878A JP 6712727 B2 JP6712727 B2 JP 6712727B2
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artificial turf
drainage structure
rainwater storage
water
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剛 濱本
剛 濱本
和成 山本
和成 山本
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Sekisui Jushi Corp
Sekisui Kasei Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

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Description

本発明は、人工芝部材敷設面の排水構造に関する。 The present invention relates to a drainage structure for laying an artificial grass member.

野球、サッカーあるいはラグビーなど、各種のスポーツを行う屋外の運動場等では、その表面に雨水が長時間にわたって滞留しないように、通常、適宜の排水構造が設けられている。その一例が特許文献1に記載されており、そこでは、グラウンドに降った雨水は、グラウンドの全面に敷設された透水性の人工芝部材および透水性のアスファルト層を透過して、砕石層に埋設された暗渠内に流入し、該暗渠から排水されるようになっている。雨水の一部は側溝にも排水される。 In an outdoor playground where various sports such as baseball, soccer or rugby are performed, an appropriate drainage structure is usually provided so that rainwater does not stay on the surface for a long time. An example thereof is described in Patent Document 1, in which rainwater that has fallen on the ground passes through a water-permeable artificial turf member and a water-permeable asphalt layer laid on the entire surface of the ground and is buried in a crushed stone layer. It flows into the formed underdrain and is drained from the underdrain. Part of the rainwater is also drained into the gutter.

また、グラウンド等に敷設するのに好適な人工芝部材も提案されており、例えば、特許文献2には、ポリプロピレン製の平織りの織布を用いた基布にポリエチレン製の芝葉状の多数のパイル糸を植設して芝葉を形成するとともに、基布の裏面全面にゴムラテックスなどの接着性部材をバッキング材として塗布し、パイル糸を固定するようにした人工芝部材が記載されている。特許文献3には、人工芝の裏面に出たパイル糸のバックステッチ部を熱ローラによって熱融着することで、バッキング材を使用することなく、パイル糸の上方への抜けを防止するようにした人工芝部材が記載されている。 Further, an artificial grass member suitable for laying on a ground or the like has also been proposed. For example, in Patent Document 2, a large number of turf-like piles made of polyethylene are formed on a base cloth using a plain weave cloth made of polypropylene. An artificial turf member is described in which a yarn is planted to form a turf leaf, and an adhesive member such as rubber latex is applied as a backing material on the entire back surface of the base fabric to fix the pile yarn. According to Patent Document 3, the back stitch portion of the pile yarn that appears on the back surface of the artificial turf is heat-fused with a heat roller, so that the pile yarn is prevented from slipping upward without using a backing material. The artificial turf member described above is described.

一方、地中に雨水貯留浸透槽を構築する場合や、雨水貯留浸透槽を造る場所の地盤が軟弱地盤の場合に、樹脂材料を構造材とする貯水空間形成部材を多段に積み上げ、その周囲を透水シートで覆うようにした、構造物としての雨水貯留浸透槽を形成することが行われており、その一例が、特許文献4、5等に記載されている。 On the other hand, when constructing a rainwater storage and infiltration tank in the ground, or when the ground where the rainwater storage and infiltration tank is to be built is soft ground, the water storage space forming members that have a resin material as the structural material are stacked in multiple stages and A rainwater storage and permeation tank as a structure, which is covered with a water-permeable sheet, is formed, and one example thereof is described in Patent Documents 4 and 5.

特開2009−102913号公報JP, 2009-102913, A 特開2009−293244号公報JP, 2009-293244, A 特開平11−241308号公報JP, 11-241308, A 特開2010−127052号公報JP, 2010-127052, A 特開2009−24447号公報JP, 2009-24447, A

特許文献1に記載の排水構造は、人工芝部材として透水性のものを用いており、雨水は人工芝部材の裏面側に透過しやすい。しかし、暗渠や側溝での雨水処理能力には自ずと限度があり、集中豪雨のように一時に大量の降雨がある場合、側溝で処理しきれなかった雨水や暗渠内に流入できなかった雨水は、運動場等の表面層上に長時間にわたって滞留した状態となりやすい。一方、人工芝部材として、特許文献2に記載のように、基布の裏面の全面に接着性部材からなるバッキング材を塗布してパイル糸を固定するようにした構造のものは、バッキング材が透水性の妨げとなることから、実際の使用に際しては、基布とバッキング材を貫通するようにして多数の透水孔を別途形成して、排水性の向上を図っているのが通常である。特許文献3に記載される形態の人工芝部材は、パイル糸の上方への抜けを防止する手段として、接着性部材からなるバッキング材を用いていないので、基布の透水性を確保できる可能性はあるが、その形態の人工芝部材を用い、大量降雨時にも耐えられるような人工芝部材敷設面の排水構造を構成することについては、特に考察がなされていない。 The drainage structure described in Patent Document 1 uses a water-permeable artificial grass member, and rainwater easily permeates to the back surface side of the artificial grass member. However, there is a limit to the rainwater treatment capacity in the underdrain and gutters, and when there is a large amount of rainfall at one time, such as a torrential rain, the rainwater that could not be treated in the ditch or the rainwater that could not flow into the underdrain, It tends to be in a state of staying on the surface layer such as a playground for a long time. On the other hand, as the artificial turf member, as described in Patent Document 2, a backing member made of an adhesive member is applied to the entire back surface of the base fabric to fix the pile yarns. In the actual use, it is usual to form a large number of water-permeable holes so as to penetrate the base cloth and the backing material so as to improve the water drainage property, because it impedes the water permeability. The artificial turf member of the form described in Patent Document 3 does not use a backing material made of an adhesive member as a means for preventing the pile yarn from slipping upward, so that it is possible to ensure the water permeability of the base fabric. However, no particular consideration has been given to constructing a drainage structure of the artificial grass member laying surface that can withstand even a large amount of rainfall, using the artificial grass member of that form.

本発明は、上記のような事情に鑑みてなされたものであり、人工芝部材上に大量の降雨がある場合でも、その雨水を適切に排水処理することのできる人工芝部材敷設面の排水構造を提供することを第1の課題とする。また、その排水構造の排水機能を長期にわたり良好に維持できるようにした人工芝部材敷設面の排水構造を提供することを第2の課題とする。 The present invention has been made in view of the above circumstances, and even if there is a large amount of rainfall on the artificial turf member, the drainage structure of the artificial turf member laying surface that can appropriately drain the rainwater Is to provide the first problem. A second object is to provide a drainage structure for the artificial grass member laying surface, which can maintain the drainage function of the drainage structure favorably for a long period of time.

本発明による人工芝部材敷設面の排水構造は、透水性を有する基布に芝葉状のパイル糸が植設された人工芝部材と該人工芝部材の下に埋設された樹脂材料を構造材とする雨水貯留浸透槽を備え、前記植設されたパイル糸は前記基布の下面側で加熱溶融されて該パイル糸の上方への抜けが防止されており、前記人工芝部材上の水は前記基布に浸み込んだ後に基布を透過して前記雨水貯留浸透槽へ流入するようになっている、ことを特徴とする。 The drainage structure of the artificial turf member laying surface according to the present invention is a structural material comprising an artificial turf member in which turf-like pile yarns are planted in a water-permeable base fabric and a resin material embedded under the artificial turf member. The pile yarn that has been planted is heated and melted on the lower surface side of the base fabric to prevent the pile yarn from slipping upward, and the water on the artificial grass member is After soaking in the base cloth, it permeates the base cloth and flows into the rainwater storage/infiltration tank.

本発明による上記人工芝部材敷設面の排水構造では、人工芝部材の上に降りそそぐ雨水は、透水性を有する基布に浸み込んだ後に基布を透過して、人工芝部材の下方において地盤中に埋設されている樹脂材料を構造材とする雨水貯留浸透槽内に流入する。流入した雨水は一時的に該雨水貯留浸透槽内に滞留しつつ、時間とともに周囲の地盤内に浸透していく。樹脂材料を構造材とする雨水貯留浸透槽としては、限定されないが、例えば前記した特許文献4、5に記載されるような雨水貯留浸透槽を好適に用いることができる。樹脂材料を構造材として用いることで、所要の強度を確保しながら、雨水貯留浸透槽として高い空隙率を確保することができ、雨水貯留浸透槽としての単位容積あたりの雨水貯水量を大きくすることができる。また、雨水貯留浸透槽それ自体が構造物であり、かつ構造材として樹脂材料を用いているので、任意の容積の雨水貯留浸透槽を地盤中に容易に埋設施工することもできる。 In the drainage structure of the artificial turf member laying surface according to the present invention, the rainwater pouring on the artificial turf member permeates the base cloth after being immersed in the permeable base cloth, and the ground is formed below the artificial turf member. It flows into a rainwater storage and infiltration tank that has a resin material embedded therein as a structural material. The inflowing rainwater temporarily stays in the rainwater storage and infiltration tank and permeates into the surrounding ground with time. The rainwater storage and infiltration tank that uses a resin material as a structural material is not limited, but rainwater storage and infiltration tanks such as those described in Patent Documents 4 and 5 described above can be preferably used. By using a resin material as a structural material, it is possible to secure a required strength and ensure a high porosity as a rainwater storage and infiltration tank, and to increase the rainwater storage volume per unit volume as a rainwater storage and infiltration tank. You can Further, since the rainwater storage/infiltration tank itself is a structure and the resin material is used as the structural material, it is possible to easily bury the rainwater storage/infiltration tank of any volume in the ground.

さらに、基布に植設されたパイル糸は、基布の下面側で加熱溶融されることで、パイル糸の上方への抜けが防止されており、パイル糸の基布に対する固定は安定する。そのために、従来の人工芝部材のように、基布の裏面全面にパイル糸の固定の目的で接着性部材をバッキング材として塗布する必要はなく、透水性を有する基布の透水性は、阻害されることなく、そのまま維持される。さらに、前記したように、雨水は、透水性を有する基布に浸み込んだ後に基布を透過して雨水貯留浸透槽内に流入するので、基布が濾過材として機能し、人工芝部材表面に存在する土砂や砂礫等が雨水貯留浸透槽内に流入するのを阻止することができる。そのために雨水貯留浸透槽の容積低下を防止することができ、排水構造の長寿命化とメンテナンスフリー化も可能となる。 Furthermore, the pile yarns planted in the base cloth are heated and melted on the lower surface side of the base cloth to prevent the pile threads from coming out upward, and the pile threads are stably fixed to the base cloth. Therefore, unlike the conventional artificial grass member, it is not necessary to apply an adhesive member as a backing material on the entire back surface of the base cloth for the purpose of fixing the pile yarn, and the water permeability of the base cloth having water permeability is inhibited. It is maintained as it is without being done. Further, as described above, the rainwater permeates the water-permeable base cloth and then permeates the base cloth and flows into the rainwater storage/infiltration tank. Therefore, the base cloth functions as a filtering material and the artificial grass member. It is possible to prevent soil and gravel existing on the surface from flowing into the rainwater storage and infiltration tank. Therefore, it is possible to prevent the volume of the rainwater storage and infiltration tank from decreasing, and it becomes possible to extend the life of the drainage structure and make it maintenance-free.

本発明による人工芝敷設面の排水構造の一態様では、前記パイル糸の複数本がほぼ直線状のパイル糸列として前記基布に植設されており、前記基布には前記パイル糸列の複数列が互いに平行に形成されており、前記パイル列を構成するパイル糸の少なくとも植設孔の位置において前記パイル糸の加熱溶融が行われていることを特徴とする。 In one aspect of the drainage structure of the artificial turf laying surface according to the present invention, a plurality of the pile yarns are planted in the base cloth as a substantially linear pile thread row, and the base cloth has a pile thread row of A plurality of rows are formed in parallel with each other, and the pile threads constituting the pile rows are heated and melted at least at the positions of the implantation holes.

この態様では、パイル列とパイル列との間に位置する基布の領域を雨水の透過領域として広く使用できることに加え、パイル糸を植設したときに形成される植設孔はパイル糸の加熱溶融によって閉鎖されるので、人工芝部材表面に存在する土砂や砂礫等が雨水貯留浸透槽内に流入するのを、より確実に阻止することができる。 In this aspect, the area of the base fabric located between the pile rows can be widely used as a rainwater permeation area, and the planting holes formed when the pile threads are planted are heated by the pile threads. Since it is closed by melting, it is possible to more reliably prevent the sediment, gravel and the like existing on the surface of the artificial grass member from flowing into the rainwater storage and infiltration tank.

本発明による人工芝部材敷設面の排水構造の一態様では、前記人工芝部材は前記パイル糸間に粒状体が充填された充填層を備えることを特徴とする。この形態の人工芝部材ではパイル糸が倒伏し難くなり、長時間使用しても衝撃吸収性のばらつきが生じにくい人工芝生部材を備えた人工芝部材を敷設したグラウンド等を得ることができる。 In one aspect of the drainage structure of the laid surface of the artificial grass member according to the present invention, the artificial grass member includes a filling layer in which the granular material is filled between the pile yarns. With the artificial grass member of this form, pile yarns are less likely to fall over, and it is possible to obtain a ground or the like laid with an artificial grass member provided with an artificial grass member that is less likely to cause variations in impact absorption even when used for a long time.

本発明による人工芝部材敷設面の排水構造の一態様では、前記雨水貯留浸透槽の上方において複数枚の前記人工芝部材が敷設され、隣接する人工芝部材の各基布の端部と端部の間には各基布の下面を架け渡すようにして接合テープが貼り付けられていることを特徴とする。この態様では、隣接する人工芝部材の間に位置ずれによる隙間が生じるのを確実に阻止することができるので、人工芝部材を通して雨水貯留浸透槽内に土砂や砂礫が入り込むのを、さらに確実に阻止することができる。それにより、排水構造の寿命は一層長くなる。 In one aspect of the drainage structure of the artificial turf member laying surface according to the present invention, a plurality of the artificial turf members are laid above the rainwater storage and infiltration tank, and the end portions and the end portions of the respective base fabrics of the adjacent artificial turf members. It is characterized in that a joining tape is attached so as to bridge the lower surface of each base cloth between them. In this aspect, it is possible to reliably prevent a gap due to misalignment between the adjacent artificial grass members, so it is possible to more reliably prevent dirt and sand from entering the rainwater storage and infiltration tank through the artificial grass members. Can be stopped. Thereby, the life of the drainage structure is further extended.

本発明によれば、人工芝部材上に大量の降雨がある場合でも、その雨水を適切に排水処理することのできる人工芝部材敷設面の排水構造を得ることができる。また、排水構造の排水機能を長期にわたり良好に維持できる人工芝部材敷設面の排水構造を得ることができる。 According to the present invention, even if there is a large amount of rainfall on the artificial turf member, it is possible to obtain a drainage structure of the artificial turf member laying surface that can appropriately perform drainage treatment of the rainwater. Further, it is possible to obtain the drainage structure of the artificial turf member laying surface, which can favorably maintain the drainage function of the drainage structure for a long time.

本発明による人工芝部材敷設面の排水構造の一実施の形態を示す模式的断面図。The typical sectional view showing one embodiment of the drainage structure of the artificial grass member installation surface by the present invention. 樹脂材料を構造材とする雨水貯留浸透槽の一例を説明するための図。The figure for demonstrating an example of the rainwater storage infiltration tank which uses a resin material as a structural material. 本発明による人工芝部材敷設面の排水構造で用いる人工芝部材の一例を示す側面図(図3(a))とそれを背面から見た斜視図(図3(b))。The side view (Fig.3 (a)) which shows an example of the artificial turf member used by the drainage structure of the artificial turf member installation surface by this invention, and the perspective view which looked at it from the back (FIG.3(b)). 本発明による人工芝部材敷設面の排水構造で用いる人工芝部材の他の例を示す側面図。The side view which shows the other example of the artificial grass member used by the drainage structure of the artificial grass member installation surface by this invention. 人工芝部材を雨水貯留浸透槽の上に敷設するときの一態様を説明する図。The figure explaining one mode at the time of laying an artificial grass member on a rainwater storage penetration tank.

以下、図面を参照して、本発明のいくつかの実施の形態を説明する。
図1は、本発明による人工芝部材敷設面の排水構造の一実施の形態を示す模式的断面図である。図示の排水構造50において、1は後記する人工芝部材であり、その所要枚数が、例えば運動場や公園などの地表面2に敷き詰められている。そして、該人工芝部材1の下の地盤3中に、樹脂材料を構造材とする雨水貯留浸透槽4が埋設されている。雨水貯留浸透槽4は、敷き詰められている人工芝部材1の全域にわたる下方部に埋設されていてもよく、図示のもののように、部分的に埋設されていてもよい。
Hereinafter, some embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a schematic sectional view showing an embodiment of a drainage structure for an artificial grass member laying surface according to the present invention. In the illustrated drainage structure 50, reference numeral 1 is an artificial grass member, which will be described later, and the required number of artificial grass members are spread over the ground surface 2 such as a playground or a park. Then, in the ground 3 below the artificial grass member 1, a rainwater storage and infiltration tank 4 having a resin material as a structural material is embedded. The rainwater storage and infiltration tank 4 may be embedded in a lower portion over the entire area of the artificial grass member 1 that is spread, or may be partially embedded as illustrated.

この例において、地盤3の上面側は砕石5等による均平化処理が施され、その上に、必要に応じて透水性のアスファルト層(不図示)が設けられ、その上に、人工芝部材1が敷き詰められている。地盤3中に埋設された雨水貯留浸透槽4の上面に人工芝部材1を直接敷き詰めるようにしてもよいが、好ましくは、人工芝部材1の裏面と雨水貯留浸透槽4の間に、透水性を備えた適宜の緩衝層6が配置される。 In this example, the upper surface side of the ground 3 is leveled with crushed stones 5 and the like, and a water-permeable asphalt layer (not shown) is provided thereon as needed, and an artificial turf member is provided thereon. 1 is laid out. The artificial grass member 1 may be directly laid on the upper surface of the rainwater storage and infiltration tank 4 buried in the ground 3, but preferably, the water permeability is provided between the back surface of the artificial grass member 1 and the rainwater storage and infiltration tank 4. An appropriate buffer layer 6 including is provided.

図2は、前記した樹脂材料を構造材とする雨水貯留浸透槽4の一例を示している。図2において、40は、樹脂材料製(例えば、ポリプロピレン系樹脂製)の構造材である貯水空間形成部材であり、多数枚の縦方向構造体41が断面ハ字状にかつ山形をなすようにして連続した形状をなしている。貯水空間形成部材40は、全体としての上面と下面は実質的に平行をなしており、隣接する縦方向構造体41の上端縁同士は、長手方向に凹部42と凸部43を有する上端面44で接続し、下端縁同士は、上端面44に形成された凸部43の領域が入り込むことのできる開口を有する下端面45で連続している。同じ形態の貯水空間形成部材40が、図示のように、90度向きを変えながら多段に積み上げられることで雨水貯留浸透槽4とされ、該雨水貯留浸透槽4における各縦方向構造体41の間に存在する空間が、貯水のための空間46として利用される。また、図示の例において、雨水貯留浸透槽4を構成する多段に積み上げた貯水空間形成部材40における最上段の貯水空間形成部材40aの上面には蓋部材47が配置されており、雨水貯留浸透槽4の上面を平坦面にしている。 FIG. 2 shows an example of a rainwater storage/infiltration tank 4 having the above-mentioned resin material as a structural material. In FIG. 2, reference numeral 40 denotes a water storage space forming member which is a structural material made of a resin material (for example, polypropylene resin), and a plurality of vertical structural bodies 41 are formed in a V-shape in cross section and in a mountain shape. Form a continuous shape. The upper surface and the lower surface of the water storage space forming member 40 are substantially parallel to each other as a whole, and the upper end edges of the adjacent vertical structures 41 have upper end surfaces 44 having a concave portion 42 and a convex portion 43 in the longitudinal direction. The lower end edges are continuous with each other at the lower end surface 45 having an opening into which the region of the convex portion 43 formed on the upper end surface 44 can enter. As shown in the figure, the water storage space forming members 40 of the same form are stacked in multiple stages while changing the direction by 90 degrees to form a rainwater storage and infiltration tank 4, and between the longitudinal structures 41 in the rainwater storage and infiltration tank 4. The space existing in is used as a space 46 for storing water. Further, in the illustrated example, a lid member 47 is arranged on the upper surface of the uppermost water storage space forming member 40a in the water storage space forming members 40 that are stacked in multiple stages to form the rainwater storage infiltration tank 4. The upper surface of 4 is a flat surface.

なお、上記構成の雨水貯留浸透槽4は前記特許文献4に記載されている。本発明において、樹脂材料を構造材とする雨水貯留浸透槽4はこれに限ることなく、例えば、前記特許文献5に記載される形態のものなど、従来知られた樹脂材料を構造材とする雨水貯留浸透槽を適宜選択して用いることができる。 The rainwater storage and infiltration tank 4 having the above structure is described in Patent Document 4 above. In the present invention, the rainwater storage and permeation tank 4 having a resin material as a structural material is not limited to this, and, for example, rainwater having a resin material as a structural material known in the art, such as the one described in Patent Document 5 is used. A storage permeation tank can be appropriately selected and used.

施工に当たっては、最初に、前記雨水貯留浸透槽4を埋め込むための掘削を行う。掘削底面に対して砕石等による均平化処理を行った後、掘削部に不織布のような透水性シート7を配置し、その上に、前記した貯水空間形成部材40を多段に配置して雨水貯留浸透槽4を形成する。そして、その周囲を前記した透水性シート7で覆う。省略可能であるが、図2に示すように、最上位の貯水空間形成部材40aの上に前記した蓋部材47を配置する。貯水空間形成部材40の数と段数を変えることにより、所要の貯水容積を持つ樹脂材料を構造材とする雨水貯留浸透槽4を容易に形成することができる。次に、必要に応じて、埋設した雨水貯留浸透槽4の上面に、透水性の緩衝材を配置して緩衝層6を形成し、雨水貯留浸透槽4と緩衝層6の全体を前記した透水性シート7で囲い込む。その後で、少なくとも前記雨水貯留浸透槽4の上面を含む地表面2に、次に説明する人工芝部材1を敷き詰める。 In construction, first, excavation for embedding the rainwater storage and infiltration tank 4 is performed. After performing a leveling process with crushed stone or the like on the excavated bottom surface, a water-permeable sheet 7 such as a non-woven fabric is arranged in the excavated portion, and the water storage space forming members 40 described above are arranged in multiple stages to arrange rainwater. The storage permeation tank 4 is formed. Then, the periphery thereof is covered with the water-permeable sheet 7 described above. Although it can be omitted, as shown in FIG. 2, the lid member 47 is arranged on the uppermost water storage space forming member 40a. By changing the number and the number of stages of the water storage space forming members 40, it is possible to easily form the rainwater storage permeation tank 4 having a resin material having a required water storage volume as a structural material. Next, as needed, a buffer layer 6 is formed by arranging a water-permeable buffer material on the upper surface of the buried rainwater storage/infiltration tank 4, and the rainwater storage/infiltration tank 4 and the buffer layer 6 are entirely water-permeable as described above. Enclose with a sex sheet 7. After that, the artificial grass member 1 described below is spread on the ground surface 2 including at least the upper surface of the rainwater storage and infiltration tank 4.

図3、図4を参照して、本発明による人工芝部材敷設面の排水構造50で用いる人工芝部材1について説明する。人工芝部材1は、基本的に、透水性を備えた基布10と、該基布10に植設された芝葉状のパイル糸20とで構成される。図3に示す人工芝部材1aでは、パイル糸20は、その一部21を基布10の裏面側に延出させた状態で、基布10に植設されている。そして、前記パイル糸20は、その複数本がほぼ直線状のパイル糸列22をなすようにして前記基布10に植設されており、前記パイル糸列22の複数列が互いに平行に前記基布10に植設されている。 With reference to Drawing 3 and Drawing 4, artificial grass member 1 used for drainage structure 50 of the artificial grass member installation surface by the present invention is explained. The artificial grass member 1 is basically composed of a water-permeable base cloth 10 and grass-leaf-like pile yarns 20 planted in the base cloth 10. In the artificial turf member 1a shown in FIG. 3, the pile yarn 20 is planted in the base fabric 10 with a part 21 thereof extending to the back surface side of the base fabric 10. The pile yarns 20 are planted in the base fabric 10 so that the pile yarns 20 form a substantially linear pile yarn row 22, and the plurality of pile yarn rows 22 are parallel to each other. It is planted on the cloth 10.

本発明による人工芝部材1aおいて、基布10に植設されたパイル糸20の基布裏面に位置する部分21のすべて、または少なくとも一部は、図示しない加熱ローラと接触させるあるいは適宜のレーザ光を照射する等の手段によって、基布10の下面側で加熱溶融されており、不用意に抜け出るのが阻止されている。加熱溶融はパイル糸20の相互間の加熱溶融であることが好ましいが、基布10とともに一体に加熱溶融されていてもよい。 In the artificial turf member 1a according to the present invention, all or at least a part of the portion 21 of the pile yarn 20 planted in the base cloth 10 located on the back surface of the base cloth is brought into contact with a heating roller (not shown) or an appropriate laser. It is heated and melted on the lower surface side of the base fabric 10 by means such as irradiating with light to prevent it from accidentally coming out. The heating and melting are preferably heating and melting between the pile yarns 20, but the heating and melting may be performed integrally with the base fabric 10.

そのために、図3(b)に示すように、基布10に植設されたパイル糸20の基布裏面に位置する部分21を除いて、それ以外の領域は、基布10がそのまま露出している領域24となっており、その領域24では、高い透水性が確保される。当然に、この領域24には人為的な貫通孔は形成されていない。 Therefore, as shown in FIG. 3B, except for the portion 21 of the pile yarn 20 planted in the base cloth 10 located on the back surface of the base cloth, the base cloth 10 is exposed as it is in other regions. In this region 24, high water permeability is ensured. Naturally, no artificial through hole is formed in this region 24.

上記した人工芝部材1aを、地盤3中に埋設された樹脂材料を構造材とする雨水貯留浸透槽4の上に、直接または通水性を有する緩衝層6を介して、敷設することで、図1に基づき説明したように、本発明による人工芝部材敷設面の排水構造50が形成される。前記したように、本発明による人工芝部材敷設面の排水構造50では、人工芝部材1の上に降りそそぐ雨水は、基布10に浸み込んだ後、前記した基布10がそのまま露出している領域24を透過して、基布10の下方に位置する雨水貯留浸透槽4内に流入する。そして、流入した雨水は一時的に雨水貯留浸透槽4内に滞留しつつ、時間とともに、図1に矢印で示すように、周囲の地盤3内に浸透していく。 By laying the artificial turf member 1a described above on the rainwater storage and infiltration tank 4 having the resin material embedded in the ground 3 as a structural material, directly or through the buffer layer 6 having water permeability, As described based on 1, the drainage structure 50 of the artificial grass member laying surface according to the present invention is formed. As described above, in the drainage structure 50 of the artificial turf member laying surface according to the present invention, the rainwater pouring on the artificial turf member 1 is soaked in the base fabric 10 and then the base fabric 10 is exposed as it is. The water passes through the existing region 24 and flows into the rainwater storage and infiltration tank 4 located below the base fabric 10. Then, the inflowing rainwater temporarily stays in the rainwater storage and infiltration tank 4, and permeates into the surrounding ground 3 with time as shown by the arrow in FIG.

すなわち、本発明による人工芝部材敷設面の排水構造50では、前記のように、樹脂材料を構造材とする雨水貯留浸透槽4を採用することで、所要の強度を確保しながら、雨水貯留浸透槽4として高い空隙率を確保することができ、雨水貯留浸透槽としての単位容積あたりの雨水貯水量を大きくすることができる。また、雨水貯留浸透槽4それ自体が構造物であり、かつ構造材として樹脂材料を用いているので、任意の容積の雨水貯留浸透槽を地盤中に容易に埋設施工することもできる。 That is, in the drainage structure 50 of the artificial turf member laying surface according to the present invention, as described above, by adopting the rainwater storage/infiltration tank 4 having the resin material as a structural material, the rainwater storage/infiltration is ensured while ensuring the required strength. A high porosity can be secured as the tank 4, and the rainwater storage amount per unit volume as the rainwater storage and infiltration tank can be increased. Further, since the rainwater storage/infiltration tank 4 itself is a structure and the resin material is used as the structural material, it is possible to easily bury the rainwater storage/infiltration tank of any volume in the ground.

さらに、上記した人工芝部材1aを採用することで、パイル糸20の基布10に対する安定した植設状態が得られることに加え、基布10には広い面積の基布10がそのまま露出している領域24が確保されているので、高い透水性が確保でき、人工芝部材1a上の雨水を迅速に雨水貯留浸透槽4内に流入させることが可能となり、人工芝部材敷設面の排水構造としての排水機能は大きく向上する。 Further, by adopting the artificial grass member 1a described above, in addition to the stable planted state of the pile yarn 20 on the base cloth 10, the base cloth 10 is exposed as it is in a large area. Since the area 24 is secured, high water permeability can be secured, and the rainwater on the artificial turf member 1a can be swiftly flown into the rainwater storage and infiltration tank 4, which serves as a drainage structure for the laying surface of the artificial turf member. The drainage function of is greatly improved.

また、上記した人工芝部材1aは、基布10自体が濾過材として機能することに加えて、基布10に透水のための貫通孔を形成することを必要としないので、雨水貯留浸透槽4内に土砂や砂礫等が流入するのを確実に阻止することができ、雨水貯留浸透槽4を定期的に清掃する等のメンテナンス作業を省くことができる。 Further, the artificial grass member 1a described above does not require the base cloth 10 itself to function as a filter and does not need to form a through hole for water permeation in the base cloth 10. It is possible to reliably prevent the inflow of earth and sand, gravel, and the like into the interior, and to omit maintenance work such as regularly cleaning the rainwater storage and infiltration tank 4.

図4は、人工芝部材1の他の形態を示している。この人工芝部材1bでは、パイル糸20をミシン等の機器を用いて基布10に縫い付ける(留め付ける)ときに形成される植設孔25の位置において、パイル糸20の部分21を加熱溶融するようにしている。この位置に加熱溶融した領域26を形成することで、植設孔25を閉鎖することが可能となり、人工芝部材1bの表面に存在する土砂や砂礫等が雨水貯留浸透槽4内に流入するのを、より確実に阻止することができるようになる。図4に示すように、さらに加えて、基部10の裏面の他の位置にも、パイル糸20が加熱溶融した領域27を形成してもよい。 FIG. 4 shows another form of the artificial grass member 1. In this artificial grass member 1b, the portion 21 of the pile yarn 20 is heated and melted at the position of the planting hole 25 formed when the pile yarn 20 is sewn (fastened) to the base fabric 10 by using a device such as a sewing machine. I am trying to do it. By forming the heat-melted region 26 at this position, the planting hole 25 can be closed, and the earth and sand, gravel and the like existing on the surface of the artificial grass member 1b flow into the rainwater storage and infiltration tank 4. Can be blocked more reliably. As shown in FIG. 4, in addition to this, a region 27 where the pile yarn 20 is heated and melted may be formed at another position on the back surface of the base portion 10.

上記した人工芝部材1において、人工芝部材を構成するパイル糸20の材料に特に制限はなく、従来の人工芝部材で用いられているパイル糸の材料をすべて用いることができる。好ましくは、耐摩耗性に優れた合成樹脂であり、例として、ポリエチレン系樹脂やポリプロピレン系樹脂を挙げることができる。また、基布10は、ホリプロピレン系樹脂やポリエステル系樹脂による織布が好ましい。パイル糸の材料としてポリエチレン系樹脂やポリプロピレン系樹脂を用いる場合には、それらの材料よりも融点が高いことから、基布10の材料としてポリエステル系樹脂を用いることが、より好ましい。 In the artificial turf member 1 described above, the material of the pile yarn 20 forming the artificial turf member is not particularly limited, and all the pile yarn materials used in the conventional artificial turf member can be used. A synthetic resin having excellent abrasion resistance is preferable, and examples thereof include a polyethylene resin and a polypropylene resin. The base fabric 10 is preferably a woven fabric made of polypropylene resin or polyester resin. When polyethylene-based resin or polypropylene-based resin is used as the material for the pile yarn, it is more preferable to use polyester-based resin as the material for the base fabric 10 because the melting point is higher than those materials.

なお、人工芝部材1の複数枚を、雨水貯留浸透槽4の上に直接または通水性を有する緩衝層6を介して敷設するときに、十分な注意力を働かさないと、隣接する人工芝部材1、1における基布10の端部と端部の間に、隙間が生じる恐れがある。このような隙間が生じると、その隙間を通して、雨水貯留浸透槽4内に土砂や砂礫が入り込んでしまう。図5は、それを回避することを目的とした人工芝部材1の敷設態様であり、ここでは、前記した人工芝部材1、1同士の突合せ面、すなわち、隣接する各基布10、10の端部と端部の間に、各基布の下面を架け渡すようにして接合テープ30が貼り付けられている。このような接合テープ30を用いることで、基布10、10の隙間から土砂や砂礫が入り込むのを確実に阻止することが可能となる。 In addition, when a plurality of artificial turf members 1 are laid directly on the rainwater storage/infiltration tank 4 or via the buffer layer 6 having water permeability, the artificial turf members adjacent to each other must be exercised unless sufficient caution is exerted. A gap may occur between the end portions of the base fabric 10 in Nos. 1 and 1. When such a gap is created, earth and sand and gravel will enter the rainwater storage and infiltration tank 4 through the gap. FIG. 5 is a laying mode of the artificial turf member 1 for the purpose of avoiding it. Here, the abutting surfaces of the artificial turf members 1 and 1 described above, that is, the adjacent base fabrics 10 and 10 are arranged. The joining tape 30 is attached between the end portions so as to bridge the lower surface of each base cloth. By using such a bonding tape 30, it becomes possible to reliably prevent the entry of earth and sand or gravel from the gap between the base fabrics 10 and 10.

本発明による人工芝部材敷設面の排水構造50において、使用する人工芝部材1として、図示しないが、パイル糸20の間に粒状体が充填された充填層を備える人工芝部材を用いることもできる。このような人工芝部材は、例えば、前記した特開2009−293244号公報に記載されている。この形態の人工芝部材を用いると、パイル糸20が倒伏し難くなり、長時間使用しても衝撃吸収性のばらつきが生じ難い人工芝部材を敷設したグラウンド等を得ることができる。 In the drainage structure 50 for the artificial grass member laying surface according to the present invention, as the artificial grass member 1 to be used, an artificial grass member having a filling layer in which the granular material is filled between the pile yarns 20 can be used, although not shown. .. Such an artificial turf member is described, for example, in the above-mentioned JP 2009-293244A. When the artificial grass member of this form is used, the pile yarn 20 is less likely to fall over, and it is possible to obtain a ground or the like on which an artificial grass member is laid, which is unlikely to cause variations in impact absorbability even when used for a long time.

本発明による人工芝部材敷設面の排水構造50において、図1に示したように、人工芝部材1の裏面と雨水貯留浸透槽4の上面との間に透水性の緩衝層6を設ける場合には、緩衝材として従来知られたものを適宜用いることができる。一例として、特開2004−232365号公報に記載される、ゴム等の軟質チップをポリアミド繊維入り結着剤で相互に結着してなる透水性の緩衝材、特開平5−247904号公報に記載される、加硫ゴム粉砕物および加硫ゴムスポンジ粉砕物のうちの少なくとも該加硫ゴムスポンジ粉砕物からなり、かつ該粉砕物を互いに接着させてなる透水性クッション材層と、該クッション材層の両表面のうちの少なくとも一方の面上に接着される透水性シート層と、からなることを特徴とする弾性舗装材などを挙げることができる。 In the artificial turf member laying surface drainage structure 50 according to the present invention, as shown in FIG. 1, when the water-permeable buffer layer 6 is provided between the rear surface of the artificial turf member 1 and the upper surface of the rainwater storage/infiltration tank 4. As the cushioning material, a conventionally known one can be appropriately used. As one example, a water-permeable cushioning material described in JP-A-2004-232365, in which soft chips such as rubber are bound to each other with a binder containing polyamide fiber, and described in JP-A-5-247904. A permeable cushion material layer comprising at least the vulcanized rubber sponge pulverized material of the vulcanized rubber pulverized material and the vulcanized rubber sponge pulverized material, and the pulverized material adhered to each other, and the cushion material layer And a water-permeable sheet layer adhered to at least one of the both surfaces of the elastic pavement material.

さらに、本発明による人工芝部材敷設面の排水構造50において、使用する人工芝部材1は、人工芝部材1a、1bから選択される1つの種類の人工芝部材であってもよく、それらから適宜選択したものを組み合わせて用いるようにしてもよい。 Further, in the artificial grass member laying surface drainage structure 50 according to the present invention, the artificial grass member 1 to be used may be one kind of artificial grass member selected from the artificial grass members 1a and 1b, and is appropriately selected from them. The selected ones may be used in combination.

50…本発明による人工芝部材敷設面の排水構造、
1(1a、1b)…人工芝部材、
2…地表面、
3…地盤、
4…樹脂材料を構造材とする雨水貯留浸透槽、
5…砕石、
6…緩衝層、
7…透水性シート、
10…透水性を備えた基布、
20…芝葉状のパイル糸、
21…基布に植設されたパイル糸の基布裏面に位置する部分、
22…直線状のパイル糸列、
24…基布がそのまま露出している領域、
25…植設孔、
40…樹脂材料製の構造材である貯水空間形成部材、
46…貯水のための空間。
50... Drainage structure for laying surface of artificial turf member according to the present invention,
1 (1a, 1b)... Artificial grass member,
2... Ground surface,
3... Ground,
4... Rainwater storage and infiltration tank with resin material as structural material,
5... crushed stone,
6... buffer layer,
7... Water permeable sheet,
10... a base cloth having water permeability,
20... Turf-leaf pile yarn,
21... A portion of the pile yarn planted in the base cloth, which is located on the back surface of the base cloth,
22... Linear pile yarn array,
24: an area where the base cloth is exposed as it is,
25...planting hole,
40... a water storage space forming member which is a structural material made of a resin material,
46... Space for storing water.

Claims (4)

人工芝部材敷設面の排水構造であって、
透水性を有する基布に芝葉状のパイル糸が植設された人工芝部材と該人工芝部材の下に埋設された樹脂材料を構造材とする雨水貯留浸透槽と該雨水貯留浸透槽の周囲を覆う透水性シートとを備え、
前記植設されたパイル糸は前記基布の下面側で加熱溶融されて該パイル糸の上方への抜けが防止されており、
前記人工芝部材上の水は前記基布に浸み込んだ後に基布を透過し、前記透水性シートを介して前記雨水貯留浸透槽へ流入して滞留しつつ、前記透水性シートを介して周囲の地盤内に浸透するようになっている、ことを特徴とする人工芝部材敷設面の排水構造。
The drainage structure of the artificial grass member laying surface,
An artificial turf member in which turf-like pile yarns are planted in a water-permeable base fabric, a rainwater storage and infiltration tank having a resin material embedded below the artificial turf member as a structural material, and the periphery of the rainwater storage and infiltration tank And a water-permeable sheet covering the
The piled yarn that has been planted is heated and melted on the lower surface side of the base fabric to prevent the pile yarn from slipping upward,
Water on the artificial turf member passes through the base fabric after elaborate penetrates the base fabric, while through the water permeable sheet retained flows into the rainwater storage impregnation vessel, through the water permeable sheet The drainage structure of the artificial grass member laying surface is characterized in that it penetrates into the surrounding ground .
前記パイル糸の複数本がほぼ直線状のパイル糸列として前記基布に植設されており、
前記基布には前記パイル糸列の複数列が互いに平行に形成されており、
前記パイル列を構成するパイル糸の少なくとも植設孔の位置において前記パイル糸の加熱溶融が行われていることを特徴とする請求項1に記載の人工芝部材敷設面の排水構造。
A plurality of pile yarns are planted in the base cloth as a substantially linear pile yarn row,
A plurality of pile yarn rows are formed in parallel with each other on the base cloth,
2. The drainage structure for an artificial grass member laying surface according to claim 1, wherein the pile yarn constituting the pile row is heated and melted at least at the position of the planting hole.
前記人工芝部材は前記パイル糸間に粒状体が充填された充填層を備えることを特徴とする請求項1または2に記載の人工芝部材敷設面の排水構造。 The drainage structure of the artificial turf member laying surface according to claim 1 or 2, wherein the artificial turf member includes a filling layer in which a granular material is filled between the pile yarns. 前記雨水貯留浸透槽の上方において複数枚の前記人工芝部材が敷設され、
隣接する人工芝部材の各基布の端部と端部の間には各基布の下面を架け渡すようにして接合テープが貼り付けられていることを特徴とする請求項1〜3のいずれか一項に記載の人工芝部材敷設面の排水構造。
A plurality of the artificial grass members are laid above the rainwater storage and infiltration tank,
The joining tape is attached so that the lower surface of each base cloth is bridged between the end portions of each base cloth of adjacent artificial grass members. The drainage structure of the artificial turf member laying surface according to 1 above.
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