JPH11117218A - Structure for artificial lawn-installed outdoor/roof court - Google Patents

Structure for artificial lawn-installed outdoor/roof court

Info

Publication number
JPH11117218A
JPH11117218A JP30361897A JP30361897A JPH11117218A JP H11117218 A JPH11117218 A JP H11117218A JP 30361897 A JP30361897 A JP 30361897A JP 30361897 A JP30361897 A JP 30361897A JP H11117218 A JPH11117218 A JP H11117218A
Authority
JP
Japan
Prior art keywords
synthetic resin
drainage
artificial turf
outdoor
buffer
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.)
Pending
Application number
JP30361897A
Other languages
Japanese (ja)
Inventor
Sanae Okada
早苗 岡田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NISSHO SPORTS KOGYO KK
Original Assignee
NISSHO SPORTS KOGYO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by NISSHO SPORTS KOGYO KK filed Critical NISSHO SPORTS KOGYO KK
Priority to JP30361897A priority Critical patent/JPH11117218A/en
Publication of JPH11117218A publication Critical patent/JPH11117218A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To shorten the construction period and to save the construction cost by removing the artificial lawn of an existing outdoor court, installing a synthetic resin drain/buffer material protruded with numerous upper leg sections and lower leg sections and formed with numerous small holes at a substrate section on the upper face section of asphalt concrete, and installing new artificial lawn on it. SOLUTION: Numerous upper leg sections 4 and lower leg sections 5 are protruded on the upper face section 2 and back face section 3 of a flat substrate section 1, numerous small holes are formed on the substrate section 1 except for both leg sections 4, 5, and small drain holes 8 are formed on the lower leg sections 5 to constitute a synthetic resin drain/buffer material (a). When an existing outdoor court installed with artificial lawn on the upper face section of water-permeable asphalt concrete 7 is to be modified, the artificial lawn is removed, the synthetic resin drain/buffer material (a) is installed on the upper face section of the water-permeable asphalt concrete 7, and new artificial lawn A is installed on it. Only the damaged artificial lawn is removed, the refuse quantity is reduced, the construction period is shortened, and the construction cost can be reduced. Rainwater is smoothly discharged from the artificial lawn, and such state can be resolved that the outdoor court is not dried for a long period.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、人工芝敷設の屋外
及び屋上コートの構造の分野に関する。
FIELD OF THE INVENTION The present invention relates to the field of outdoor and rooftop construction for artificial turf laying.

【0002】[0002]

【従来の技術】従来、人工芝を敷設の屋外及び屋上コー
トは、人工芝内に風雨や各種のスポーツによって砂や砂
利等が侵入して目詰り現象を起し、さらに人工芝の下方
の開粒アスコンにも目詰り現象を起し、そのため排水が
悪化していた。
2. Description of the Related Art Conventionally, in outdoor and rooftop courts on which artificial turf is laid, sand and gravel intrude into the artificial turf due to wind and rain or various sports, causing a clogging phenomenon, and furthermore, an open space below the artificial turf. Granular ascon also had a clogging phenomenon, which caused the drainage to deteriorate.

【0003】さらに従来の人工芝を敷設したコートの人
工芝は、使用頻度等によって、損傷が多々あった。
[0003] Furthermore, the conventional artificial turf on which the artificial turf is laid is often damaged due to the frequency of use and the like.

【0004】上記のようになった屋外又は屋上コートを
補修するには、人工芝を剥がし、下層のアスコン等を掘
り出し除去していた。そのため人工芝及びアスコン等を
産業廃棄物として投棄処理がなされていた。
In order to repair the outdoor or rooftop court as described above, the artificial turf was peeled off, and the lower layer of ascon, etc. was dug and removed. Therefore, artificial turf, ascon, etc. have been disposed of as industrial waste.

【0005】また、新規なコート造りの工事となると、
工事期間が長期となり、それに応じて工事費の昇騰を惹
起せしめていた。
[0005] Also, when it comes to construction of a new coat,
The construction period was prolonged, and the construction costs rose accordingly.

【0006】[0006]

【本発明が解決しようとする課題】本発明は、既設の屋
外及び屋上コートに敷設する人工芝のみを撤去し廃棄処
理をするだけで、排水が十分な人工芝コートを新設し、
工事期間を従来に比し著しく短縮し、同時に工事費が節
減できるようにした。
SUMMARY OF THE INVENTION The present invention provides a new artificial grass court with sufficient drainage simply by removing and discarding only the artificial grass laid on the existing outdoor and rooftop courts.
The construction period has been significantly shortened compared to the past, and at the same time construction costs have been reduced.

【0007】さらに本発明において使用する合成樹脂製
又はゴム製等の排水兼用緩衝材は、構造が簡単で安価に
製作できるし、また本発明の前記排水兼用緩衝材は、構
造上耐久性も十分具備し、各種の衝撃力にも十分耐え、
凹んだりしない。
Further, the drainage buffer material made of synthetic resin or rubber used in the present invention has a simple structure and can be manufactured at a low cost, and the drainage buffer material of the present invention has sufficient structural durability. Equipped, withstands various impact forces,
Do not dent.

【0008】また本発明の排水兼用緩衝材は、一時的に
雨水を貯水して、人工芝を湿潤せしめ、競技者の足元に
さわやかな感じを与え、スポーツをより一層楽しくする
利点がある。
Further, the drainage / buffer of the present invention has an advantage of temporarily storing rainwater, moistening the artificial turf, giving a refreshing feeling to the athlete's feet, and making the sport more enjoyable.

【0009】さらに本発明の排水兼用緩衝材は、既設の
ハードコートの上面部に敷設し、且人工芝を載置するだ
けで人工芝を敷設したコートを、工期を短縮し、且工事
費を節減して施工できる利点がある。
Further, the drainage / buffer according to the present invention is capable of shortening the construction period and reducing the construction cost by laying the artificial turf on the upper surface of the existing hard court and laying the artificial turf only by placing the artificial turf. There is an advantage that construction can be performed with savings.

【0010】[0010]

【課題を解決するための手段】前記課題を解決するため
の手段として、請求項1記載の発明に係る人工芝新設の
屋外及び屋上コートの構造は、透水アスコンの上面部に
人工芝を敷設した既設の屋外コートにおいて、既設の屋
外コートを構成する前記人工芝を撤去後、あらわれた前
記透水アスコンの上面部に、フラット状の基板部の上面
部と裏面部とに所定の高さを有する上方脚部及び下方脚
部を所定間隔おきに無数突設し、且前記脚部を除く基板
部に小孔を無数形成せしめた合成樹脂製排水兼用緩衝材
を敷設し、前記合成樹脂製排水兼用緩衝材の上方脚部の
上方に新規の人工芝を敷設せしめたことを特徴とする。
As means for solving the above-mentioned problems, in the construction of the outdoor and rooftop court of the newly constructed artificial turf according to the first aspect of the present invention, artificial turf is laid on the upper surface of a permeable ascon. In the existing outdoor court, after removing the artificial turf constituting the existing outdoor court, the upper surface of the permeable ascon that has appeared, the upper surface of the flat substrate portion and the upper surface having a predetermined height on the back surface portion Legs and lower legs are projected innumerably at predetermined intervals, and a synthetic resin drain / buffer having a number of small holes formed in the substrate except the legs is laid, and the synthetic resin drain / buffer is provided. The new artificial grass is laid above the upper leg of the timber.

【0011】請求項2記載の発明は、前記合成樹脂製排
水兼用緩衝材が、表面部がフラット状の基板部の表面部
に、凹部を有し、且所定の高さを有する脚部を所定間隔
おきに無数突接し、且前記基板部の所定個所に無数の小
孔を形成せしめた合成樹脂製排水兼用緩衝材を敷設し、
前記合成樹脂製排水兼用緩衝材の上面部に、新規の人工
芝を敷設せしめたことを特徴とする。
According to a second aspect of the present invention, in the drainage buffer made of synthetic resin, the surface of the flat substrate portion has a concave portion on the surface portion and the leg portion having a predetermined height has a predetermined height. Innumerable bumps are made at every interval, and a synthetic resin drainage / buffer material in which countless small holes are formed at predetermined locations of the substrate portion is laid,
A new artificial turf is laid on the upper surface of the synthetic resin drainage / buffer.

【0012】請求項3記載の発明は、上記合成樹脂製排
水兼用緩衝材が、フラット状基板部の裏面部に所定高さ
の脚部を所定間隔おきに無数突設し、且前記基板部の所
定個所に無数の小孔を形成せしめたことを特徴とする。
According to a third aspect of the present invention, the synthetic resin drainage / buffer includes a plurality of legs having a predetermined height provided at predetermined intervals on a rear surface of the flat substrate portion, and the substrate portion has a plurality of legs. It is characterized in that countless small holes are formed at predetermined locations.

【0013】請求項4記載の発明は、前記合成樹脂製排
水兼用緩衝材が、所定の高さと所定の間隙部とを有する
と共に、耐融性を有する金網製としたことを特徴とす
る。
According to a fourth aspect of the present invention, the drainage buffer made of synthetic resin has a predetermined height and a predetermined gap, and is made of a fusion-resistant wire mesh.

【0014】請求項5記載の発明は、前記合成樹脂製排
水兼用緩衝材が、薄いフラット状の金属板材又は合成樹
脂製板材に所定間隔おきに下方にパンチング状に突接し
て無数の小孔付き脚部を形成せしめたことを特徴とす
る。
According to a fifth aspect of the present invention, the drainage buffer material made of synthetic resin has an infinite number of small holes projecting downwardly at predetermined intervals into a thin flat metal plate or a plate made of synthetic resin. It is characterized in that legs are formed.

【0015】請求項6記載の発明は、前記合成樹脂製排
水兼用緩衝材が、合成樹脂製もしくはゴム製の薄いフラ
ット状基板の裏面部に、所定高さにして、金属製、合成
樹脂製もしくはゴム製の細い脚部を無数に取着せしめる
と共に、前記基板に小孔を無数形成せしめたことを特徴
とする。
According to a sixth aspect of the present invention, the drainage buffer made of synthetic resin is made of metal, synthetic resin, or the like at a predetermined height on the back surface of a thin flat substrate made of synthetic resin or rubber. It is characterized in that innumerable thin rubber legs are attached, and innumerable small holes are formed in the substrate.

【0016】請求項7記載の発明は、前記合成樹脂製排
水兼用緩衝材が、合成樹脂製もしくはゴム製の薄いフラ
ット状基板の裏面部に、所定の高さを有し、且所定の間
隔を有する脚部を突設せしめ、無数の小孔を形成せしめ
たことを特徴とする。
According to a seventh aspect of the present invention, the synthetic resin drainage / buffer has a predetermined height on a back surface of a thin flat substrate made of synthetic resin or rubber and has a predetermined interval. The present invention is characterized in that the legs having the projections are provided to form countless small holes.

【0017】請求項8記載の発明は、前記合成樹脂製排
水兼用緩衝材が、不織布資材製フィルターによって被覆
して形成せしめたことを特徴とする。
The invention according to claim 8 is characterized in that the drainage buffer made of synthetic resin is formed by covering with a filter made of nonwoven fabric material.

【0018】請求項9記載の発明は、前記合成樹脂製排
水兼用緩衝材が、細長いゴム紐をもって編上げ形成せし
めたことを特徴とする。
According to a ninth aspect of the present invention, the synthetic resin drainage / buffer is knitted and formed with an elongated rubber cord.

【0019】請求項10記載の発明は、前記合成樹脂製
排水兼用緩衝材が、表面部に人工芝部を植毛せしめた基
材の裏面部に所定の高さを有し、且所定の間隔を有する
脚部を突設せしめ、前記基材に無数の小孔を形成せしめ
たことを特徴とする。
According to a tenth aspect of the present invention, the synthetic resin drainage / buffer has a predetermined height on a back surface of a base material on which an artificial turf portion is planted on a surface portion, and a predetermined interval. The base member is provided so as to protrude, and countless small holes are formed in the base material.

【0020】請求項11記載の発明は、鉄筋コンクリー
ト造りのビルの屋上にアスファルト防水を施し、且前記
アスファルト防水層の上方に軽量コンクリート層を形成
すると共に、前記コンクリート層の上方に前記排水兼用
緩衝材と人工芝とを敷設せしめたことを特徴とする上記
請求項1〜9のいずれか1項に記載の人工芝敷設の屋外
及び屋上コートの構造である。
[0020] The invention according to claim 11 is to provide asphalt waterproofing on the roof of a reinforced concrete building, form a lightweight concrete layer above the asphalt waterproofing layer, and provide the drainage buffer material above the concrete layer. And an artificial turf laid on the outside and the rooftop court structure according to any one of claims 1 to 9, wherein the artificial turf is laid.

【0021】[0021]

【発明の実施の形態】請求項1記載の発明に関する実施
の形態は以下のとおりである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the invention described in claim 1 are as follows.

【0022】本発明は、透水アスコンの上面部に人工芝
を新設した既設の屋外コートを改装させるものである。
図中符号aはフラット状の基板部1の上面部2と裏面部
3とに所定の高さを有する上方脚部4及び下方脚部5を
所定間隔おきに無数突設し、且前記両脚部4,5を除く
基板部1に小孔6を無数形成せしめた合成樹脂製排水兼
用緩衝材である。前記排水兼用緩衝材aは透水アスコン
7の上面部に敷設する。前記合成樹脂製排水兼用緩衝材
aの上方脚部4の上方に新規の人工芝Aを敷設せしめ
る。
According to the present invention, an existing outdoor court in which artificial turf is newly provided on the upper surface of a permeable ascon is renovated.
In the figure, reference numeral a denotes an upper leg portion 4 and a lower leg portion 5 having a predetermined height provided on the upper surface portion 2 and the rear surface portion 3 of the flat substrate portion 1 at a predetermined interval, and the two leg portions are provided. This is a synthetic resin drainage / buffer material in which small holes 6 are formed innumerably in the substrate portion 1 excluding 4 and 5. The drainage buffer material a is laid on the upper surface of the permeable ascon 7. A new artificial turf A is laid above the upper leg 4 of the synthetic resin drainage buffer material a.

【0023】前記の排水兼用緩衝材aは、人工芝Aを敷
設し、各種の競技がなされても、十分対応できる耐久性
を具備している。前記排水兼用緩衝材aは、通常硬貨ポ
リ塩化ビニール製とする。8は下方脚部5に形成の排水
用の小孔である。9はコンクリート層、10は人工芝
部、11は人工芝部10を植毛した基板である。
The above-mentioned drainage buffer material a has sufficient durability to lay artificial turf A thereon and to cope with various competitions. The drainage buffer material a is usually made of coin polyvinyl chloride. 8 is a small hole for drainage formed in the lower leg 5. 9 is a concrete layer, 10 is an artificial grass part, and 11 is a substrate on which the artificial grass part 10 is planted.

【0024】請求項2記載の発明の実施の形態は以下の
とおりである。
An embodiment of the invention described in claim 2 is as follows.

【0025】bは前記合成樹脂製排水兼用緩衝材aに代
えて上面部13がフラット状の基板部12の裏面部14
に、凹部15を有し、且所定の高さを有する脚部16を
所定間隔おきに無数突設し、且前記基板部12の所定個
所に無数の小孔17を形成せしめた合成樹脂製排水兼用
緩衝材である。この排水兼用緩衝材bも前記請求項1と
同じように透水アスコン7の上面に敷設する。さらに前
記合成樹脂製排水兼用緩衝材bの上面部13に、新規の
人工芝Aを敷設せしめる。
B is a back surface portion 14 of the substrate portion 12 having a flat upper surface 13 in place of the synthetic resin drainage buffer material a.
A synthetic resin drain having leg portions 16 having concave portions 15 and having a predetermined height, and being protruded innumerably at predetermined intervals, and having innumerable small holes 17 formed in predetermined portions of the substrate portion 12. It is a dual-purpose cushioning material. This drain / buffer b is also laid on the upper surface of the permeable ascon 7 in the same manner as in the first aspect. Further, a new artificial turf A is laid on the upper surface 13 of the synthetic resin drainage buffer material b.

【0026】前記の凹部15には、雨水が貯溜する。そ
して漸次発散して、人工芝Aの人工芝部10を湿潤させ
る。
Rainwater is stored in the recess 15. Then, the artificial turf portion 10 of the artificial turf A is moistened gradually.

【0027】前記請求項1及び2記載の発明を構成する
小孔6,8,17からは、雨水が滴下し、滴下してた雨
水が透水アスコン7に達する。そして若干傾斜して施工
されている透水アスコン7より漸次流出し排水される。
仮に前記透水アスコン7が目詰りがなされていても、排
水は十分対応できる。
The rainwater drops from the small holes 6, 8, 17 constituting the invention according to the first and second aspects, and the dropped rainwater reaches the water-permeable ascon 7. Then, the water gradually flows out and drains from the permeable ascon 7 which is constructed with a slight inclination.
Even if the permeable ascon 7 is clogged, the drainage can sufficiently cope.

【0028】請求項3記載の発明に関する実施の形態は
以下のとおりである。
An embodiment according to the third aspect of the present invention is as follows.

【0029】cは、前記合成樹脂製排水兼用緩衝材に代
えて、フラット状基板部18に所定の高さの脚部19を
所定間隔おきに無数突設し、且前記基板部18の所定個
所に無数の小孔20を形成せしめた排水兼用緩衝材であ
る。この排水兼用緩衝材cも、前記排水兼用緩衝材aと
同じ材質をもって形成する。さらに前記排水兼用緩衝材
cも前記と同じように透水アスコン7の上面に敷設す
る。そのとき小孔20より雨水が落下し、下方の透水ア
スコン7より流出する。
In the case of c, in place of the synthetic resin drainage / buffer, a number of legs 19 having a predetermined height are protruded from the flat substrate portion 18 at predetermined intervals at predetermined intervals. Is a drainage / buffer material in which countless small holes 20 are formed. The drain / cushion material c is also formed of the same material as the drain / buffer material a. Further, the drainage buffer c is also laid on the upper surface of the permeable ascon 7 in the same manner as described above. At that time, rainwater falls from the small holes 20 and flows out from the water-permeable ascon 7 below.

【0030】上記の排水兼用緩衝材cの構造も前記の各
排水兼用緩衝材a,bと同じく耐久性を十分有してお
り、競技中の各種の衝撃力にも十分耐えて、凹んだりし
ない構造である。
The structure of the drain / cushion material c has the same durability as the above-mentioned drain / buffer materials a and b, and sufficiently withstands various impact forces during the game and does not dent. Structure.

【0031】請求項4記載の発明に関する実施の形態を
説明する。
An embodiment according to the fourth aspect of the present invention will be described.

【0032】dは前記合成樹脂製排水兼用緩衝材に代え
て、所定の高さと所定の間隙部21とを有すると共に、
耐蝕性を有する金網製とした排水兼用緩衝材である。こ
の排水兼用緩衝材dも、各種衝撃力にも十分耐え得る構
造である。
D has a predetermined height and a predetermined gap portion 21 instead of the synthetic resin drainage buffer material,
This is a drainage buffer material made of wire mesh having corrosion resistance. The drainage buffer material d also has a structure that can sufficiently withstand various impact forces.

【0033】そして施工と施工後の作用も前記と同様で
あり、その具体的説明は省略した。
The construction and the operation after the construction are the same as those described above, and the detailed description thereof is omitted.

【0034】請求項5記載の発明に関する実施の形態は
以下のとおりである。
An embodiment according to the fifth aspect of the present invention is as follows.

【0035】eは、前記合成樹脂製排水兼用緩衝材に代
えて、薄いフラット状の金属板材22又は合成樹脂製板
材に所定間隔おきに下方にパンチング状に突接して無数
の小孔23付き脚部24を形成せしめた排水兼用緩衝材
である。
In place of the synthetic resin drainage / buffer, e is a thin flat metal plate 22 or a leg with a number of small holes 23 projecting downwardly at predetermined intervals in a punching manner at a predetermined interval. This is a drainage / buffer in which the portion 24 is formed.

【0036】前記排水兼用緩衝材eの構造上の特長は、
上記と同じであり、さらに小孔23と脚部24の作用も
上記と同じである。また施工の仕方も前記と同じである
ので、夫々の具体的説明は省略した。
The structural features of the drainage buffer material e are as follows.
The operation is the same as described above, and the operations of the small holes 23 and the legs 24 are also the same as described above. Also, since the method of construction is the same as described above, a specific description of each is omitted.

【0037】請求項6に記載の発明に関する実施の形態
は以下のとおりである。
An embodiment according to the sixth aspect of the present invention is as follows.

【0038】fは前記合成樹脂製排水兼用緩衝材に代え
て、合成樹脂製もしくはゴム製の薄いフラット状基板2
5の裏面部26に、所定高さにして、金属製、合成樹脂
製もしくはゴム製の細い脚部27を無数に取着せしめる
と共に、前記基板25に小孔28を無数形成せしめて形
成した排水兼用緩衝材である。前記排水兼用緩衝材f
も、施工の仕方も前記と同じである。
F is a synthetic resin or rubber thin flat substrate 2 instead of the synthetic resin drainage buffer material.
5 are attached at a predetermined height to the back surface 26 of metal 5, and a large number of thin legs 27 made of metal, synthetic resin or rubber are attached thereto, and drain holes formed by forming numerous holes 28 in the substrate 25. It is a dual-purpose cushioning material. The drainage buffer material f
Also, the construction method is the same as described above.

【0039】さらに前記排水兼用緩衝材fの脚部27の
耐久性も前記と同じように十分ある。また小孔28も雨
水を排出する機能を有している。
Further, the durability of the leg portion 27 of the drain / buffer material f is sufficient as described above. The small holes 28 also have a function of discharging rainwater.

【0040】請求項7に記載の発明に関する実施の形態
は以下のとおりである。
An embodiment according to the seventh aspect of the present invention is as follows.

【0041】gは前記合成樹脂製排水兼用緩衝材に代え
て、合成樹脂製もしくはゴム製の薄いフラット状基板2
9の裏面部30に、所定の高さを有し、且所定の間隔を
有する脚部31を突設せしめた排水兼用緩衝材である。
前記の脚部31は各種の衝撃力にも十分耐え得る構造で
ある。
G is a synthetic resin or rubber thin flat substrate 2 instead of the synthetic resin drainage buffer material.
9 is a drain / buffer material in which leg portions 31 having a predetermined height and a predetermined interval are protruded from a back surface portion 30 of the ninth embodiment.
The leg 31 has a structure that can sufficiently withstand various impact forces.

【0042】請求項8に記載の発明に関する実施の形態
は以下のとおりである。
An embodiment relating to the invention described in claim 8 is as follows.

【0043】hは前記合成樹脂製排水兼用緩衝材aを不
織布資材製フィルター32によって被覆して形成せしめ
た排水兼用緩衝材である。前記フィルター32は透水性
を有している。そして雨水は前記フィルター32より、
前記の排水兼用緩衝材aの小孔6、8より下方の透水ア
スコン7に落下し排出される。
Reference symbol h denotes a drainage / buffer formed by covering the synthetic resin drainage / buffer a with a nonwoven fabric filter 32. The filter 32 has water permeability. And the rainwater is filtered from the filter 32
The water is dropped into the water-permeable ascon 7 below the small holes 6 and 8 of the drainage buffer material a, and is discharged.

【0044】請求項9に記載の発明に関する実施の形態
は以下のとおりである。
An embodiment according to the ninth aspect of the present invention is as follows.

【0045】iは前記合成樹脂製排水兼用緩衝材に代え
て細長いゴム紐をもって編上げ形成した排水兼用緩衝材
である。33は空隙部であり、雨水を下方のアスコン7
より通水し排出させる。さらに前記排水兼用緩衝材i
は、構造上各種衝撃力にも十分耐え得る材質を有してい
る。
Reference numeral i denotes a drainage / buffer material knitted and formed with an elongated rubber string in place of the synthetic resin drainage / buffer material. Reference numeral 33 denotes a void portion, which is used to drain rainwater from the lower Ascon 7
Allow more water to drain. Further, the drainage buffer material i
Has a material that can withstand various impact forces structurally.

【0046】請求項10に記載の発明に関する実施の形
態は以下のとおりである。
An embodiment according to the tenth aspect of the present invention is as follows.

【0047】c’は前記排水兼用緩衝材cと構造上若干
相違している。即ち表面部に人工芝部10を植毛せしめ
た合成樹脂製又はゴム製基板部18’の裏面部に所定の
高さと所定の間隔を有する脚部19’を無数突設する。
さらに前記基板部18’に無数の小孔20’を形成す
る。
C ′ is slightly different in structure from the drain / cushion material c. That is, a number of legs 19 'having a predetermined height and a predetermined interval are protrudingly provided on the back surface of a synthetic resin or rubber substrate portion 18' on which the artificial grass portion 10 is implanted on the surface.
Further, countless small holes 20 'are formed in the substrate portion 18'.

【0048】前記小孔20’よろ雨水が落下し、下方の
透水アスコン7より流出する。
Rain water falls from the small holes 20 ′ and flows out from the permeable ascon 7 below.

【0049】さらに前記排水兼用緩衝材c’は、構造上
耐水性を十分有しており、競技中の各種の衝撃力にも十
分耐えて、凹んだりしない構造である。
Furthermore, the drainage buffer c 'has a structure that is sufficiently water-resistant in structure, sufficiently withstands various impact forces during a game, and does not dent.

【0050】請求項11に記載の発明に関する実施の形
態は以下のとおりである。
An embodiment according to the eleventh aspect of the present invention is as follows.

【0051】本発明は、請求項1〜9までの発明と若干
相違している。即ち鉄筋コンクリート造りのビルBの屋
上のコンクリート層34の上方にアスファルト防水を施
し、且前記アスファルト防水層35の上方に軽量コンク
リート層36を形成すると共に、前記コンクリート層3
6の上方に前記した各排水兼用緩衝材の何れかのものと
人工芝Aとを敷設せしめ施工したコートである。
The present invention is slightly different from the first to ninth aspects. That is, asphalt waterproofing is applied above the concrete layer 34 on the roof of the reinforced concrete building B, and a lightweight concrete layer 36 is formed above the asphalt waterproofing layer 35.
6 is a coat constructed by laying any one of the above-mentioned drainage / buffer materials and the artificial turf A on top of the above.

【0052】本発明の屋上コートは、既設のものを再施
工する場合と、全く新規にビルを新築し、屋上コートを
施工する場合がある。
The roof court according to the present invention may be reconstructed from an existing one, or may be a completely new building and a roof coat constructed.

【0053】既設の屋上コートを再施工するには、敷設
中の人工芝と、下方の透水アスコン38と砕石層37と
を撤去し、新規の人工芝Aを敷設する。従って、従来施
工の屋上コートを構成していた人工芝Aと透水アスコン
38と砕石層37とを撤去し産業廃棄処分とするような
ことがない。
To reconstruct the existing rooftop court, the artificial turf being laid, the permeable ascon 38 and the crushed stone layer 37 below are removed, and a new artificial turf A is laid. Therefore, there is no need to remove the artificial turf A, the water-permeable ascon 38 and the crushed stone layer 37, which constitute the rooftop coat of the conventional construction, and dispose of them as industrial waste.

【0054】また新設の屋上コートは、砕石層と透水ア
スコンを使用せずに施工できる。
The new rooftop court can be constructed without using a crushed stone layer and permeable ascon.

【0055】[0055]

【発明の効果】請求項1記載の発明の人工芝敷設の屋外
及び屋上コートは、既設の屋外コートを構成する前記人
工芝を撤去後、あらわれた前記透水アスコンの上面部
に、フラット状の基板部の上面部と裏面部とに所定の高
さを有する上方脚部及び下方脚部を所定間隔おきに無数
突設し、且前記脚部を除く基板部に小孔を無数形成せし
めた合成樹脂製排水兼用緩衝材を敷設し、前記合成樹脂
製排水兼用緩衝材の上方脚部の上方に新規の人工芝を敷
設せしめたので、損傷した人工芝だけを撤去して、産業
廃棄処分のゴミ量を著減し、施工工事期間を著しく短縮
し、工事費の著減を図ったものである。
According to the first aspect of the present invention, there is provided an artificial grass laying outdoor and rooftop court, wherein after removing the artificial grass constituting the existing outdoor court, a flat substrate is provided on an upper surface portion of the water-permeable ascon. Synthetic resin in which upper and lower legs having predetermined heights are provided at predetermined intervals on the upper surface and the rear surface of the unit at predetermined intervals, and countless holes are formed in the substrate except for the legs. A new artificial turf was laid above the upper leg of the synthetic resin drainage buffer, so only the damaged artificial turf was removed and the amount of garbage in industrial waste disposal was reduced. The construction work period was remarkably shortened, and the construction cost was significantly reduced.

【0056】さらに本発明の小孔からは、雨水が下方の
透水アスコンの上面部に落下してスムーズに排水し、雨
水が人工芝の下方のアスコンに貯溜しない利点を有して
いる。
Further, the small hole of the present invention has an advantage that rainwater falls on the upper surface of the permeable ascon below and drains smoothly, and the rainwater does not accumulate in the ascon below the artificial turf.

【0057】また本発明の排水兼用緩衝材は、各種の衝
撃にも十分耐えると共に、復元力を有しているので凹ん
だりしない利点がある。
Further, the drainage / buffer material of the present invention has an advantage that it can withstand various impacts sufficiently and has a restoring force so that it does not dent.

【0058】さらに本発明の排水兼用緩衝材は、人工芝
から排水された雨水をアスコン上にスムーズに排出する
ので、従来のようにアスコンが目詰りを起して人工芝の
直下に雨水が貯溜し、人工芝が何時までも乾燥しない状
態を一挙に解決した。
Further, since the drainage buffer material of the present invention smoothly discharges rainwater drained from the artificial turf onto the ascon, the rainwater is stored just below the artificial turf as in the related art, as the ascon is clogged. The situation where the artificial turf did not dry forever was solved at once.

【0059】請求項2記載の発明は、前記合成樹脂製排
水兼用緩衝材に代えて、表面部がフラット状の基板部の
裏面部に、凹部を有し、且所定の高さを有する脚部を所
定間隔おきに無数突設し、且前記基板部の所定個所に無
数の小孔を有する合成樹脂製排水兼用緩衝材を使用した
ので、前記請求項1に述べたと同じ効果を有している。
According to a second aspect of the present invention, in place of the synthetic resin drainage / buffer, a leg portion having a recess on the back surface of a flat substrate portion and having a predetermined height is provided. Are provided at infinite intervals at predetermined intervals, and a synthetic resin drainage / buffer material having innumerable small holes at predetermined positions of the substrate portion is used, so that the same effect as described in claim 1 is obtained. .

【0060】さらに本発明は、雨水を凹部内に若干貯溜
し、漸次発散し、人工芝の芝部を湿潤せしめ、競技者ら
にさわやかさを与える利点がある。
Further, the present invention has an advantage that rainwater is slightly stored in the concave portion, gradually diffuses, moistens the turf portion of the artificial turf, and gives refreshment to competitors.

【0061】請求項3記載の発明は、前記合成樹脂製排
水兼用緩衝材に代えて、フラット状基板部の裏面部に所
定高さの脚部を所定間隔おきに無数突設し、且前記基板
部の所定個所に無数の小孔を形成せしめた排水兼用緩衝
材となしたので、前記請求項1と同じように、小孔より
雨水が下方の透水アスコン上に流出し排出される。
According to a third aspect of the present invention, in place of the synthetic resin drainage / buffer, a number of legs having a predetermined height are provided at predetermined intervals on the back surface of the flat substrate portion, and the substrate is provided with a plurality of legs. Since the drain / buffer material is formed by forming countless small holes at predetermined portions of the portion, rainwater flows out from the small holes onto the permeable ascon and is discharged therefrom.

【0062】さらに基板部と脚部とによって、各種の衝
撃力にも十分耐え得るし、復元力をも有しているので凹
んだりしない。
Further, the substrate portion and the leg portion can sufficiently withstand various impact forces and have a restoring force, so that they do not dent.

【0063】請求項4記載の発明は、前記合成樹脂製排
水兼用緩衝材に代えて、所定の高さと所定の間隙部とを
有すると共に、耐蝕性を有する金網製とした排水兼用緩
衝材なので、各種の衝撃力にも変形せず、十分耐えられ
るし、雨水の流出もきわめてスムーズである。
According to a fourth aspect of the present invention, there is provided a drainage buffer made of a wire mesh having a predetermined height and a predetermined gap and having corrosion resistance, instead of the synthetic resin drainage buffer. It does not deform to various impacts and can withstand enough, and the rainwater can flow out very smoothly.

【0064】請求項5記載の発明は、前記合成樹脂製板
材に代えて、薄いフラット状の金属板材又は合成樹脂製
板材に所定間隔おきに下方にパンチング状に突接して無
数の小孔付き脚部を形成せしめた排水兼用緩衝材なの
で、雨水は小孔より流出し、透水アスコンよりスムーズ
に排出される。
According to a fifth aspect of the present invention, in place of the synthetic resin plate material, a number of small holes with a small number of small holes are formed by projecting downwardly at predetermined intervals into a thin flat metal plate material or a synthetic resin plate material. Since the drainage buffer material has a part formed, rainwater flows out of the small hole and is discharged smoothly from the permeable ascon.

【0065】さらに板部の裏面部に突出した脚部が、各
種の衝撃力に十分耐えて変形しないので、雨水の排水は
スムーズである。
Further, since the legs protruding from the rear surface of the plate portion are sufficiently resistant to various impact forces and are not deformed, drainage of rainwater is smooth.

【0066】請求項6記載の発明は、前記合成樹脂製排
水兼用緩衝材に代えて、合成樹脂製もしくはゴム製の薄
いフラット状基板の裏面部に、所定高さにして、金属
製、合成樹脂製もしくはゴム製の細い脚部を無数に取着
せしめると共に、前記基板に小孔を無数形成せしめた排
水兼用緩衝材なので、雨水は小孔より落下する。
According to a sixth aspect of the present invention, in place of the synthetic resin drainage / buffer, a thin plate made of synthetic resin or rubber is provided on a back surface of a thin flat substrate made of metal or synthetic resin. Rainwater falls from the small holes because it is a drainage / buffer material in which a number of thin legs made of rubber or rubber are attached and countless holes are formed in the substrate.

【0067】さらに前記の脚部が、各種の衝撃力にも十
分耐えて変形しないので、凹んだりして競技に支障を生
じない利点がある。
Further, since the legs are not sufficiently deformed to withstand various impacts, there is an advantage that the legs are not dented and hinder the game.

【0068】請求項7記載の発明は、前記合成樹脂製排
水兼用緩衝材に代えて、合成樹脂製もしくはゴム製の薄
いフラット状基板の裏面部に、所定の高さを有し、且所
定の間隔を有する脚部を突設し、小孔を無数形成せしめ
排水兼用緩衝材なので、雨水は小孔より流出し排出せし
められる。
According to a seventh aspect of the present invention, in place of the synthetic resin drainage / buffer, a thin flat substrate made of synthetic resin or rubber has a predetermined height on the back surface thereof and has a predetermined height. Since the legs are spaced from each other to form a myriad of small holes, and the drainage buffer material is used, rainwater flows out of the small holes and is discharged.

【0069】さらに脚部によって、各種の衝撃力にも十
分耐え、排水兼用緩衝材が復元力によって凹んだりしな
いので、競技がスムーズにできる。
Further, the leg portion sufficiently withstands various impact forces, and the drainage / buffer material is not dented by the restoring force, so that the game can be smoothly performed.

【0070】請求項8に記載の発明は、前記合成樹脂製
排水兼用緩衝材を、不織布資材製フィルターによって被
覆して形成せしめたので、前記排水兼用緩衝材に対し各
種の衝撃力が加わっても、前記フィルターによって衝撃
力が緩和されて変形が阻止される。
In the invention according to claim 8, since the synthetic resin drainage / buffer material is formed by covering with a nonwoven fabric material filter, even if various impacts are applied to the drainage / buffer material, The filter alleviates the impact force and prevents deformation.

【0071】請求項9記載の発明は、前記合成樹脂製排
水兼用緩衝材に代えて、細長いゴム紐をもって編上げ形
成せしめたので、雨水は間隙部よりスムーズに流出し排
出される。
According to the ninth aspect of the present invention, the rainwater is smoothly spilled out and discharged from the gap because the synthetic resin drainage buffer is knitted and formed with an elongated rubber string instead of the synthetic resin drainage buffer.

【0072】さらに本発明は、ゴム紐状のものをもって
編上げたので、人工芝に各種の衝撃力が加わっても、緩
衝し復元力が早く、競技者らに支える疲労度を減少せし
める。
Furthermore, since the present invention is knitted with a rubber cord, even if various impacts are applied to the artificial turf, the artificial turf cushions and has a quick restoring force, thereby reducing the degree of fatigue supported by competitors.

【0073】請求項10記載の発明は、人工芝部を植毛
した基板部の裏面部に、合成樹脂製又はゴム製脚部を、
所定の高さを有し、且所定間隔おきに無数の脚部を形成
せしめたので、上記請求項1と同じように、小孔より雨
水が下方の透水アスコン上に流出し排水される。
According to a tenth aspect of the present invention, a synthetic resin or rubber leg is provided on the back surface of the substrate on which the artificial grass is planted.
Since a number of legs are formed at a predetermined height and at predetermined intervals, rainwater flows out of the small holes onto the permeable ascon, and is drained, as in the first aspect.

【0074】さらに基板部と脚部とによって、各種の衝
撃力にも十分耐え得るし、復元力をも十分有しているの
で凹んだりしない。
Further, the substrate portion and the leg portions can sufficiently withstand various impact forces and have a sufficient restoring force, so that they are not dented.

【0075】請求項11記載の発明は、鉄筋コンクリー
ト造りのビルの屋上にアスファルト防水を施し、且前記
アスファルト防水層の上方に軽量コンクリート層を形成
すると共に、前記コンクリート層の上方に前記排水兼用
緩衝材と人工芝とを敷設せしめたコートなので、雨水の
流出と排水をスムーズに行うことができると共に、施工
期間の短縮と、工事を著減することができた。
The invention according to claim 11 is to provide asphalt waterproofing on the roof of a reinforced concrete building, form a lightweight concrete layer above the asphalt waterproofing layer, and provide the drainage buffer material above the concrete layer. Since the court was laid with artificial turf and rainwater, the rainwater could be smoothly drained and drained, and the construction period was shortened and the construction work was significantly reduced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明人工芝敷設の屋外及び屋上コートの構造
における排水兼用緩衝材の第1実施例の一部切欠平面図
である。
FIG. 1 is a partially cutaway plan view of a first embodiment of a drainage / buffer used in the construction of an outdoor turf and a rooftop court according to the present invention.

【図2】図1の排水兼用緩衝材を使用したコートの一部
切欠拡大斜面図である。
FIG. 2 is a partially cut-away enlarged perspective view of a coat using the drainage buffer material of FIG. 1;

【図3】同排水兼用緩衝材の第2実施例の一部切欠斜面
図である。
FIG. 3 is a partially cutaway perspective view of a second embodiment of the drainage / buffer material.

【図4】同排水兼用緩衝材の第3実施例の一部切欠斜面
図である。
FIG. 4 is a partially cutaway perspective view of a third embodiment of the drainage / buffer material.

【図5】図3の排水兼用緩衝材を使用して施工したコー
トの一部切欠拡大斜面図である。
FIG. 5 is a partially cutaway enlarged slope view of a coat constructed using the drainage / buffer material of FIG. 3;

【図6】図4の排水兼用緩衝材を使用して施工したコー
トの一部切欠拡大斜面図である。
FIG. 6 is a partially cut-away enlarged slope view of a coat constructed using the drainage / buffer material of FIG. 4;

【図7】同排水兼用緩衝材の第4実施例の一部切欠斜面
図である。
FIG. 7 is a partially cutaway perspective view of a fourth embodiment of the drainage / buffer material.

【図8】同排水兼用緩衝材の第5実施例の一部切欠斜面
図である。
FIG. 8 is a partially cutaway perspective view of a fifth embodiment of the drainage / buffer material.

【図9】同排水兼用緩衝材の第6実施例の一部切欠斜面
図である。
FIG. 9 is a partially cutaway perspective view of a sixth embodiment of the drainage / buffer material.

【図10】同排水兼用緩衝材の第7実施例の一部切欠斜
面図である。
FIG. 10 is a partially cutaway perspective view of the drainage / buffer according to the seventh embodiment.

【図11】図10の排水兼用緩衝材を使用して施工のコ
ートの一部切欠拡大斜面図である。
FIG. 11 is a partially cut-away enlarged slope view of a coat constructed using the drainage / buffer material of FIG. 10;

【図12】同排水兼用緩衝材の第8実施例を示す一部切
欠縦断面図である。
FIG. 12 is a partially cutaway longitudinal sectional view showing an eighth embodiment of the drainage / buffer material.

【図13】同排水兼用緩衝材の第9実施例の一部切欠斜
面図である。
FIG. 13 is a partially cutaway perspective view of a ninth embodiment of the drainage / buffer material.

【図14】図13の排水兼用緩衝材の縦断正面図であ
る。
14 is a vertical sectional front view of the drainage / buffer material of FIG. 13;

【図15】同排水兼用緩衝材の第9実施例の一部切欠斜
面図である。
FIG. 15 is a partially cutaway perspective view of a ninth embodiment of the drainage / buffer material.

【図16】屋上コートの施工例を示する一部切欠縦断面
図である。
FIG. 16 is a partially cutaway vertical sectional view showing an example of construction of a rooftop court.

【図17】従来の屋上コートの縦断面図である。FIG. 17 is a longitudinal sectional view of a conventional rooftop coat.

【符号の説明】[Explanation of symbols]

A人工芝 B ビル a,b,c,c’,d,e,f,g,h,i 排水兼用
緩衝材 1,11,12,18,18’,25,29 基板部 2,13 上面部 3,14,26,30 裏面部 4 上方脚部 5 下方脚部 6,8,17,20,20’,23,28 小孔 7,38 透水アスコン 10 人工芝部 9,34,36 コンクリート層 15 凹部 16,19,19’,24,27,31 脚部 21 間隙部 22 金属板材 32 フィルター 33 空隙部 35 防水層 37 砕石層
A Artificial turf B Building a, b, c, c ', d, e, f, g, h, i Drainage / buffer 1,11,12,18,18', 25,29 Substrate 2,13 Upper surface 3, 14, 26, 30 Back surface 4 Upper leg 5 Lower leg 6, 8, 17, 20, 20 ', 23, 28 Small hole 7, 38 Permeable ascon 10 Artificial turf 9, 34, 36 Concrete layer 15 Recess 16, 19, 19 ', 24, 27, 31 Leg 21 Gap 22 Metal plate 32 Filter 33 Void 35 Waterproof layer 37 Crushed stone layer

【手続補正書】[Procedure amendment]

【提出日】平成9年12月22日[Submission date] December 22, 1997

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】発明の名称[Correction target item name] Name of invention

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【発明の名称】 人工芝敷設の屋外及び屋上コートの
構造
[Title of the Invention] Outdoor and rooftop court structure with artificial turf laying

Claims (11)

【特許請求の範囲】[Claims] 【請求項1】透水アスコンの上面部に人工芝を敷設した
既設の屋外コートにおいて、既設の屋外コートを構成す
る前記人工芝を撤去後、あらわれた前記透水アスコンの
上面部に、フラット状の基板部の上面部と裏面部とに所
定の高さを有する上方脚部及び下方脚部を所定間隔おき
に無数突設し、且前記脚部を除く基板部に小孔を無数形
成せしめた合成樹脂製排水兼用緩衝材を敷設し、前記合
成樹脂製排水兼用緩衝材の上方脚部の上方に新規の人工
芝を敷設せしめたことを特徴とする人工芝敷設の屋外及
び屋上コートの構造。
1. An existing outdoor court having an artificial turf laid on an upper surface of a permeable ascon, after removing the artificial turf constituting the existing outdoor court, a flat substrate is formed on the upper surface of the permeable ascon. Synthetic resin in which an upper leg and a lower leg having a predetermined height are provided at predetermined intervals on an upper surface portion and a rear surface portion thereof at predetermined intervals, and countless holes are formed in a substrate portion excluding the leg portions. An outdoor and rooftop court structure for laying artificial turf, characterized by laying a drainage buffer made of synthetic resin, and laying a new artificial turf above the upper leg of the synthetic resin drainage buffer.
【請求項2】前記合成樹脂製排水兼用緩衝材が、表面部
がフラット状の基板部の裏面部に、凹部を有し、且所定
の高さを有する脚部を所定間隔おきに無数突接し、且前
記基板部の所定個所に無数の小孔を形成せしめた合成樹
脂製排水兼用緩衝材を敷設し、前記合成樹脂製排水兼用
緩衝材の上面部に、新規の人工芝を敷設せしめたことを
特徴とする人工芝敷設の屋外及び屋上コートの構造。
2. The synthetic resin drainage / buffer material has a concave portion on the back surface of a flat substrate portion and a number of legs having a predetermined height projecting and contacting at infinite intervals at predetermined intervals. A synthetic resin drainage / buffer material having countless small holes formed therein is laid at predetermined locations on the substrate portion, and a new artificial turf is laid on the upper surface of the synthetic resin drainage / buffer material. The structure of outdoor and rooftop court with artificial turf laying characterized by the following.
【請求項3】上記合成樹脂製排水兼用緩衝材が、フラッ
ト状基板部の裏面部に所定高さの脚部を所定間隔おきに
無数突接し、且前記基板部の所定個所に無数の小孔を形
成せしめたことを特徴とする請求項1記載の人工芝敷設
の屋外及び屋上コートの構造。
3. The drainage buffer material made of synthetic resin contacts a back surface of the flat substrate with countless legs at predetermined intervals at predetermined intervals, and countless small holes at predetermined positions of the substrate portion. The structure of an outdoor and rooftop court for artificial turf laying according to claim 1, characterized in that:
【請求項4】前記合成樹脂製排水兼用緩衝材が、所定の
高さと所定の間隙部とを有すると共に、耐融性を有する
金網製としたことを特徴とする請求項1記載の人工芝敷
設の屋外及び屋上コートの構造。
4. The artificial grass laying according to claim 1, wherein said synthetic resin drainage / buffer has a predetermined height and a predetermined gap, and is made of a fusible wire mesh. Outdoor & Roof Court Structure.
【請求項5】前記合成樹脂製排水兼用緩衝材が、薄いフ
ラット状の金属板材又は合成樹脂製板材に所定間隔おき
に下方にパンチング状に突接して無数の小孔付き脚部を
形成せしめたことを特徴とする請求項1記載の人工芝敷
設の屋外及び屋上コートの構造。
5. The drainage buffer material made of synthetic resin projects in a punching manner downward at predetermined intervals on a thin flat metal plate material or a synthetic resin plate material to form countless legs with small holes. The structure of the outdoor and roof coat of artificial turf laying according to claim 1, characterized in that:
【請求項6】前記合成樹脂製排水兼用緩衝材が、合成樹
脂製もしくはゴム製の薄いフラット状基板の裏面部に、
所定高さにして、金属製、合成樹脂製もしくはゴム製の
細い脚部を無数に取着せしめると共に、前記基板に小孔
を無数形成せしめたことを特徴とする請求項1記載の人
工芝敷設の屋外及び屋上コートの構造。
6. A synthetic resin or rubber-made thin flat substrate made of synthetic resin or rubber,
2. The artificial turf laying according to claim 1, wherein a number of thin legs made of metal, synthetic resin, or rubber are attached to a predetermined height, and countless holes are formed in the substrate. Outdoor & Roof Court Structure.
【請求項7】前記合成樹脂製排水兼用緩衝材が、合成樹
脂製もしくはゴム製の薄いフラット状基板の裏面部に、
所定の高さを有し、且所定の間隔を有する脚部を突設せ
しめ、無数の小孔を形成せしめたことを特徴とする請求
項1記載の人工芝敷設の屋外及び屋上コートの構造。
7. The synthetic resin drainage / buffer material is provided on the back surface of a synthetic resin or rubber thin flat substrate.
2. The structure of an outdoor and rooftop court for laying artificial turf according to claim 1, wherein legs having a predetermined height and a predetermined interval are protruded to form countless small holes.
【請求項8】前記合成樹脂製排水兼用緩衝材が、不織布
資材製フィルターによって被覆して形成せしめたことを
特徴とする請求項1記載の人工芝敷設の屋外及び屋上コ
ートの構造。
8. The structure of an outdoor and rooftop coat for artificial turf laying according to claim 1, wherein said synthetic resin drainage / buffer material is formed by covering with a nonwoven material filter.
【請求項9】前記合成樹脂製排水兼用緩衝材が、細長い
ゴム紐をもって編上げ形成せしめたことを特徴とする請
求項1記載の人工芝敷設の屋外及び屋上コートの構造。
9. The structure of an outdoor and rooftop court for artificial turf laying according to claim 1, wherein said synthetic resin drainage / buffer is knitted and formed with an elongated rubber cord.
【請求項10】前記合成樹脂製排水兼用緩衝材が、表面
部に人工芝部を植毛せしめた基材の裏面部に所定の高さ
を有し、且所定の間隔を有する脚部を突設せしめ、前記
基材に無数の小孔を形成せしめたことを特徴とする請求
項1記載の人工芝敷設の屋外及び屋上コートの構造。
10. The synthetic resin drainage / buffer material according to claim 1, wherein said drainage buffer material is provided with legs having a predetermined height and a predetermined interval on a back surface of a base material having an artificial turf portion planted on a front surface portion thereof. 2. The structure of an outdoor and rooftop court for artificial turf laying according to claim 1, wherein countless small holes are formed in said base material.
【請求項11】鉄筋コンクリート造りのビルの屋上にア
スファルト防水を施し、且前記アスファルト防水層の上
方に軽量コンクリート層を形成すると共に、前記コンク
リート層の上方に前記排水兼用緩衝材と人工芝とを敷設
せしめたことを特徴とする請求項1〜9のいずれか1項
に記載の人工芝敷設の屋外及び屋上コートの構造。
11. Asphalt waterproofing is applied to the roof of a reinforced concrete building, a lightweight concrete layer is formed above the asphalt waterproofing layer, and the drainage buffer and artificial grass are laid above the concrete layer. 10. The structure of the outdoor and roof coat of artificial grass laying according to any one of claims 1 to 9, wherein the artificial grass is laid.
JP30361897A 1997-10-17 1997-10-17 Structure for artificial lawn-installed outdoor/roof court Pending JPH11117218A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30361897A JPH11117218A (en) 1997-10-17 1997-10-17 Structure for artificial lawn-installed outdoor/roof court

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30361897A JPH11117218A (en) 1997-10-17 1997-10-17 Structure for artificial lawn-installed outdoor/roof court

Publications (1)

Publication Number Publication Date
JPH11117218A true JPH11117218A (en) 1999-04-27

Family

ID=17923164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30361897A Pending JPH11117218A (en) 1997-10-17 1997-10-17 Structure for artificial lawn-installed outdoor/roof court

Country Status (1)

Country Link
JP (1) JPH11117218A (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1422344A1 (en) * 2002-11-22 2004-05-26 Günter Seyrl Floor covering and method for production of a floor covering
EP1923506A1 (en) * 2006-11-16 2008-05-21 Desso DLW Sport Systems N.V. Substructure for an artificial lawn
KR100869292B1 (en) * 2007-06-07 2008-11-18 시공그린텍(주) A synthetic grass structure for using a drain plate of a porous stone and a method for providing the synthetic grass structure
KR100881167B1 (en) * 2008-04-03 2009-02-02 백점숙 Structure comprising grass and method for instalation thereof
KR100923218B1 (en) * 2007-10-10 2009-10-27 윤세균 Artificial turf structure for an outdoor football ground
KR100965286B1 (en) * 2010-02-26 2010-06-22 (주)비이텍 Drain sheet for an artificial turf stadium
KR100972942B1 (en) 2010-02-01 2010-07-29 주식회사 지앤지스포츠 Drain sheet for consturcting artificial turf ground
KR100989938B1 (en) * 2010-02-04 2010-10-28 (주)필드테크 Drain board system for synthetic turf pitch
KR200451272Y1 (en) 2008-07-17 2010-12-07 백점숙 Structure comprising grass capable moving installation
KR101073084B1 (en) 2010-04-13 2011-10-13 안덕노 Drain board
KR101073083B1 (en) 2010-04-13 2011-10-13 안덕노 Drain board
KR20190023497A (en) * 2017-08-29 2019-03-08 (주)동양에코텍 Artificial turf structure with drainage function and shock absorbing function
KR102065894B1 (en) * 2019-09-02 2020-01-13 이성림 Shock absorbing pad for artifical turf or playground
KR102065889B1 (en) * 2019-07-15 2020-01-13 이성림 Shock absorbing pad for artificial turf or playground

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1422344A1 (en) * 2002-11-22 2004-05-26 Günter Seyrl Floor covering and method for production of a floor covering
EP1923506A1 (en) * 2006-11-16 2008-05-21 Desso DLW Sport Systems N.V. Substructure for an artificial lawn
KR100869292B1 (en) * 2007-06-07 2008-11-18 시공그린텍(주) A synthetic grass structure for using a drain plate of a porous stone and a method for providing the synthetic grass structure
KR100923218B1 (en) * 2007-10-10 2009-10-27 윤세균 Artificial turf structure for an outdoor football ground
KR100881167B1 (en) * 2008-04-03 2009-02-02 백점숙 Structure comprising grass and method for instalation thereof
KR200451272Y1 (en) 2008-07-17 2010-12-07 백점숙 Structure comprising grass capable moving installation
KR100972942B1 (en) 2010-02-01 2010-07-29 주식회사 지앤지스포츠 Drain sheet for consturcting artificial turf ground
KR100989938B1 (en) * 2010-02-04 2010-10-28 (주)필드테크 Drain board system for synthetic turf pitch
KR100965286B1 (en) * 2010-02-26 2010-06-22 (주)비이텍 Drain sheet for an artificial turf stadium
KR101073084B1 (en) 2010-04-13 2011-10-13 안덕노 Drain board
KR101073083B1 (en) 2010-04-13 2011-10-13 안덕노 Drain board
KR20190023497A (en) * 2017-08-29 2019-03-08 (주)동양에코텍 Artificial turf structure with drainage function and shock absorbing function
KR102065889B1 (en) * 2019-07-15 2020-01-13 이성림 Shock absorbing pad for artificial turf or playground
KR102065894B1 (en) * 2019-09-02 2020-01-13 이성림 Shock absorbing pad for artifical turf or playground

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