JPH10245807A - Artificial lawn laying method - Google Patents

Artificial lawn laying method

Info

Publication number
JPH10245807A
JPH10245807A JP5268097A JP5268097A JPH10245807A JP H10245807 A JPH10245807 A JP H10245807A JP 5268097 A JP5268097 A JP 5268097A JP 5268097 A JP5268097 A JP 5268097A JP H10245807 A JPH10245807 A JP H10245807A
Authority
JP
Japan
Prior art keywords
pavement
mat
laid
layer
elastic
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
JP5268097A
Other languages
Japanese (ja)
Inventor
Satoshi Suzuki
敏 鈴木
Kenji Sei
賢二 清
Katsuji Tatezawa
勝治 館沢
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.)
Hasegawa Sports Facilities Co Ltd
Original Assignee
Hasegawa Sports Facilities Co Ltd
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 Hasegawa Sports Facilities Co Ltd filed Critical Hasegawa Sports Facilities Co Ltd
Priority to JP5268097A priority Critical patent/JPH10245807A/en
Publication of JPH10245807A publication Critical patent/JPH10245807A/en
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To perform laying of an artificial lawn without needing an under pad and the execution of an elastic pavement work by a method wherein one layer or a laminate plate-form mat member being light and high in impact absorbing ability is laid as a ground pavement material. SOLUTION: Both surfaces of an elastic layer being light and high in impact absorbing ability solidified by rocky processing finishing are laid on a bed rock 1 or a road bed 2 formed on the bed rock 1 or a plate-form or belt-like mat member 5 wherein a comparatively hard upper layer us adhered on a soft lower layer is laid as a bedding pavement material. The adjoining mat members 5 are joined together by a tacker, a boundary is closed with an adhesive tape or, or the mat members are laid in a state that not difference in level is produced by inserting the edge of the mat member 5 in dents on both sides of a rail member in an I-shape in cross section, and artificial lawns are laid thereon. In a case that a water impermeable mat member 5 is used, drain holes are arranged in a dispersed state. Since a need for elastic pavement is eliminated, the execution of a work is practicable on the bed rock where a vehicle for conveying a mixed substance and pavement machine are not arranged since there is no need for elastic pavement.

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、体育施設又は運動
施設、若しくは通路の構築物に人工芝を敷設するため、
基盤上又は基盤上に形成した路盤上に人工芝用の下地舗
装を形成し、この下地舗装上に人工芝を敷設する方法に
関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a method for laying artificial turf on a physical education facility, an exercise facility, or a passage structure.
The present invention relates to a method of forming a base pavement for artificial turf on a base or a roadbed formed on the base, and laying the artificial turf on the base pavement.

【0002】[0002]

【従来の技術】従来、体育施設、運動施設若しくは校庭
のグラウンド、又は通路の構築物に人工芝を敷設するた
め、図1に示すように、基盤(路床)1上に砕石路盤2
を50〜150mm程度の厚さで施工し、この砕石路盤
2上に、又は基盤上に直接人工芝のための下地舗装3と
して、アスファルト舗装、コンクリート舗装、又は弾性
舗装の少なくともいずれか一つを30〜50mm程度の
厚さで舗設し、このような下地舗装3上に人工芝4を敷
設していた。下地舗装3は、近隣又は現場内で、粒径の
異なる天然の骨材やゴムチップにそれぞれの結合材を加
えた練り物としての混合物を形成し、これを砕石路盤2
上に散布して敷き均し、締め固める作業を必要としてい
た。
2. Description of the Related Art Conventionally, as shown in FIG. 1, a crushed stone roadbed 2 is laid on a base (roadbed) 1 for laying artificial grass on the ground of a physical education facility, an exercise facility, a school ground, or a passage structure.
Is constructed in a thickness of about 50 to 150 mm, and at least one of asphalt pavement, concrete pavement, or elastic pavement is provided as a base pavement 3 for artificial turf directly on the crushed stone bed 2 or on the base. The artificial turf 4 was laid on such a base pavement 3 with a thickness of about 30 to 50 mm. The ground pavement 3 forms a mixture as a kneaded material obtained by adding each binder to natural aggregates or rubber chips having different particle diameters in the vicinity or on site, and the mixture is formed into a crushed stone roadbed 2.
It needed to be spread over, spread, leveled and compacted.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の下地舗
装におけるアスファルト舗装、コンクリート舗装は、施
工後に固化して硬くなり、この上に人工芝を施工しても
クッション性に欠けるので、更に、別途人工芝用のアン
ダーパッドを必要としていた。
However, asphalt pavement and concrete pavement in the conventional base pavement harden and harden after construction, and lack cushioning properties even when artificial turf is constructed thereon. We needed an underpad for artificial turf.

【0004】また、アスファルト舗装、コンクリート舗
装、又は弾性舗装の場合、混合物の散布舗設は、混合物
を運搬する車両と舗設機械とを必要とし、これら重量の
ある車両及び舗設機械を配置することができない基盤で
の施工は不可能であった。
[0004] In the case of asphalt pavement, concrete pavement, or elastic pavement, the spread paving of the mixture requires a vehicle for transporting the mixture and a paving machine, and these heavy vehicles and paving machines cannot be arranged. Construction on the foundation was not possible.

【0005】また、混練された混合物は、混練後数時間
で硬化若しくは凝固するため、練り溜めなどストックし
ておくことができない。
[0005] Further, the kneaded mixture hardens or solidifies within a few hours after kneading, and thus cannot be stocked such as a kneading reservoir.

【0006】更に、使用する材料の密度は、アスファル
ト舗装、コンクリート舗装の場合、2.3〜2.4g/
cm3 と大きいため、上載荷重を多くとれない個所での
採用は困難であった。
Further, the density of the material to be used is 2.3 to 2.4 g / asphalt pavement or concrete pavement.
Because of its large size of cm 3 , it was difficult to adopt it in places where a large overload could not be obtained.

【0007】更にまた、アスファルト舗装、コンクリー
ト舗装の場合、災害時にグラウンドを避難所としてテン
トを仮設するときの杭打ちが極めて困難であるという難
点があった。
Further, in the case of asphalt pavement and concrete pavement, there is a problem that it is extremely difficult to pile a tent when a tent is temporarily installed with a ground as an evacuation site in the event of a disaster.

【0008】従って、本発明の目的は、アスファルト舗
装、コンクリート舗装、又は弾性舗装のような従来の下
地舗装における上述の欠点を解決する人工芝敷設方法を
得るにある。
[0008] It is therefore an object of the present invention to provide a method of laying artificial turf which overcomes the above-mentioned disadvantages of conventional pavements such as asphalt pavement, concrete pavement or elastic pavement.

【0009】[0009]

【課題を解決するための手段】この目的を達成するた
め、本発明人工芝敷設方法は、前記下地舗装は少なくと
も1層の板状又は帯状のマット材を下地舗装材として使
用してこのマットを敷設することにより形成することを
特徴とする。
In order to achieve this object, the method for laying artificial grass according to the present invention is characterized in that the base pavement uses at least one layer of a plate-like or band-like mat material as a base pavement material. It is characterized by being formed by laying.

【0010】本発明の好適な実施例においては、前記マ
ット材は低比重の軽量なマット素材により形成し、更
に、前記マット材は少なくとも2層の積層により形成
し、そのうちの1層を衝撃吸収性の高い層とするとよ
い。
In a preferred embodiment of the present invention, the mat member is formed of a lightweight mat material having a low specific gravity, and the mat member is formed by laminating at least two layers. It is good to use a layer having high properties.

【0011】[0011]

【発明の実施の形態】次に、図面につき本発明の好適な
実施の形態を説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a preferred embodiment of the present invention will be described with reference to the drawings.

【0012】本発明の好適な実施の形態として、図2に
示すように、基盤1上に100mm程度の厚さで路盤2
を形成し、この路盤2上に又は基盤1上に直接、例えば
10〜30mm程度の厚さの板状又は帯状のマット材5
を敷設する。このマット材5の上に例えば、砂入り人工
芝4を敷設する。
As a preferred embodiment of the present invention, as shown in FIG.
And a plate-like or band-like mat member 5 having a thickness of, for example, about 10 to 30 mm on the roadbed 2 or directly on the base 1.
Laying. For example, the artificial turf 4 containing sand is laid on the mat member 5.

【0013】このマット材5は、例えば、図3(a)に
示すように、衝撃吸収性の高い例えば、ロックウールに
よる弾性層6の両面をフロッキー加工仕上げで硬くした
外層7を有するマットを使用するか、又は図3(b)に
示すように、柔軟な下側層8の上に接着剤9で比較的硬
い即ち、形状を自己保持し、或る程度の荷重を支持でき
る硬さの上側層10を接着した積層体のマットを使用す
るとよい。
As the mat member 5, for example, as shown in FIG. 3A, a mat having an outer layer 7 in which both surfaces of an elastic layer 6 made of, for example, rock wool having a high shock absorption property are hardened by flocking processing is used. 3B, or as shown in FIG. 3B, a relatively hard upper layer with an adhesive 9 on the flexible lower layer 8, that is, an upper layer having a hardness capable of self-retaining the shape and supporting a certain load. It is preferable to use a laminated mat to which the layer 10 is adhered.

【0014】図4には、多数の板状のマット部材5を敷
き並べた状態を示す。隣接マット部材間相互をタッカ1
1で繋ぎ合わせ、更に、境目を粘着テープ12で塞ぐと
よい。又はI字断面レール状部材13のウエブの両側の
窪み内にマット部材5の端縁を差し込んで保持してもよ
い。このI字断面レール状部材13の場合、隣接のマッ
ト部材13間に段差を生じなくなるという利点がある。
FIG. 4 shows a state in which a number of plate-like mat members 5 are laid out. Tackle 1 between adjacent mat members
1 and the boundary may be closed with an adhesive tape 12. Alternatively, the edge of the mat member 5 may be inserted and held in the depressions on both sides of the web of the I-shaped cross section rail-shaped member 13. In the case of the I-shaped rail-shaped member 13, there is an advantage that a step is not generated between the adjacent mat members 13.

【0015】またマット部材5が透水性のマットではな
い場合には、図5の(a),(b)に示すように、排水
孔14を分散させて設けると好適である。
If the mat member 5 is not a water-permeable mat, it is preferable to disperse the drain holes 14 as shown in FIGS. 5 (a) and 5 (b).

【0016】[0016]

【発明の効果】本発明方法によれば、従来の下地舗装の
ようにアスファルト舗装、コンクリート舗装、又は弾性
舗装のための混合物を運搬する車両や舗設機械を必要と
せず、軽量の板状又は帯状のマット材を敷き並べるだけ
でよく、これら重量のある車両及び舗設機械を配置する
ことができない基盤での施工も可能になる。
According to the method of the present invention, there is no need for a vehicle or a pavement machine for transporting a mixture for asphalt pavement, concrete pavement, or elastic pavement as in the case of a conventional base pavement, and a light plate or band is used. It is only necessary to lay the mat materials of the above, and it is also possible to perform construction on a base on which these heavy vehicles and paving machines cannot be arranged.

【0017】また、本発明方法によれば、従来の工法の
ように混練した混合物の硬化若しくは凝固を気にする必
要は全くなく、マット材は自由にストックしておくこと
ができる。
According to the method of the present invention, there is no need to worry about the hardening or solidification of the kneaded mixture as in the conventional method, and the mat material can be freely stocked.

【0018】更に、本発明方法によれば、使用するマッ
ト材の密度は、1.5g/cm3 程度の小さいものであ
るため、比較的支持力の弱い路盤でも容易に施工がで
き、また上載荷重を多くとれない個所での施工でも可能
である。
Further, according to the method of the present invention, since the density of the mat material used is as small as about 1.5 g / cm 3 , it can be easily applied even to a roadbed having a relatively low supporting force. It is also possible to work in places where a large load cannot be obtained.

【0019】更にまた、災害時にグラウンドを避難所と
してテントを仮設するときの杭打ちも極めて容易である
という利点もある。
Further, there is an advantage that it is extremely easy to pile a tent when a tent is temporarily installed with the ground as an evacuation site in the event of a disaster.

【0020】更に、マット材を積層体にし、そのうちの
1層を衝撃吸収性の高い層で形成することにより従来の
工法のようにアンダーパッドを敷いたり、弾性舗装を施
工することは不要となる。
Further, by forming the mat material into a laminate and forming one of the layers as a layer having high shock absorption, it is not necessary to lay an underpad or to construct an elastic pavement as in the conventional construction method. .

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

【図1】従来の人工芝敷設方法による敷設状況を示す断
面図である。
FIG. 1 is a sectional view showing a laying state according to a conventional artificial turf laying method.

【図2】本発明による人工芝敷設方法による敷設状況を
示す断面図である。
FIG. 2 is a cross-sectional view showing a laying state according to the artificial turf laying method according to the present invention.

【図3】(a),(b)はそれぞれ本発明による人工芝
敷設方法に使用する異なる種類のマット材の線図的断面
図である。
FIGS. 3 (a) and 3 (b) are diagrammatic cross-sectional views of different types of mat materials used in the artificial turf laying method according to the present invention.

【図4】本発明による人工芝敷設方法における板状のマ
ット材を敷き並べた状態を示す平面図である。
FIG. 4 is a plan view showing a state in which plate-like mat members are laid out in the artificial turf laying method according to the present invention.

【図5】排水孔を設けたマット材の異なる実施例の平面
図である。
FIG. 5 is a plan view of another embodiment of a mat member provided with drain holes.

【符号の説明】[Explanation of symbols]

1 基盤(路床) 2 砕石路盤 3 下地舗装 4 砂入り人工芝 5 マット材 6 弾性層 7 外層 8 下側層 9 接着剤 10 上側層 11 タッカー 12 粘着テープ 13 I字断面レール状部材 14 排水孔 Reference Signs List 1 base (roadbed) 2 crushed stone roadbed 3 ground pavement 4 artificial turf with sand 5 mat material 6 elastic layer 7 outer layer 8 lower layer 9 adhesive 10 upper layer 11 tucker 12 adhesive tape 13 I-shaped rail-shaped member 14 drain hole

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 基盤上又は基盤上に形成した路盤上に人
工芝用の下地舗装を形成し、この下地舗装上に人工芝を
敷設する方法において、前記下地舗装は少なくとも1層
の板状又は帯状のマット材を下地舗装材として使用して
このマットを敷設することにより形成することを特徴と
する人工芝敷設方法。
1. A method of forming a base pavement for artificial turf on a base or on a roadbed formed on the base, and laying the artificial turf on the base pavement, wherein the base pavement has at least one layer of plate-like or An artificial turf laying method characterized in that the mat is laid by using a band-like mat material as a base pavement material.
【請求項2】 前記マット材は低比重の軽量なマット素
材により形成した請求項1記載の人工芝敷設方法。
2. The method according to claim 1, wherein the mat member is formed of a lightweight mat material having a low specific gravity.
【請求項3】 前記マット材は少なくとも2層の積層に
より形成し、そのうちの1層を衝撃吸収性の高い層とし
た請求項1記載の人工芝敷設方法。
3. The artificial grass laying method according to claim 1, wherein the mat member is formed by laminating at least two layers, and one of the layers is a layer having high shock absorption.
JP5268097A 1997-03-07 1997-03-07 Artificial lawn laying method Pending JPH10245807A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5268097A JPH10245807A (en) 1997-03-07 1997-03-07 Artificial lawn laying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5268097A JPH10245807A (en) 1997-03-07 1997-03-07 Artificial lawn laying method

Publications (1)

Publication Number Publication Date
JPH10245807A true JPH10245807A (en) 1998-09-14

Family

ID=12921608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5268097A Pending JPH10245807A (en) 1997-03-07 1997-03-07 Artificial lawn laying method

Country Status (1)

Country Link
JP (1) JPH10245807A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016020574A (en) * 2014-07-14 2016-02-04 住友ゴム工業株式会社 Artificial turf structure and method for constructing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016020574A (en) * 2014-07-14 2016-02-04 住友ゴム工業株式会社 Artificial turf structure and method for constructing the same

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