JP3222031B2 - Drainage mat - Google Patents

Drainage mat

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Publication number
JP3222031B2
JP3222031B2 JP03817595A JP3817595A JP3222031B2 JP 3222031 B2 JP3222031 B2 JP 3222031B2 JP 03817595 A JP03817595 A JP 03817595A JP 3817595 A JP3817595 A JP 3817595A JP 3222031 B2 JP3222031 B2 JP 3222031B2
Authority
JP
Japan
Prior art keywords
mat
drainage
pile yarn
stitches
russell
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.)
Expired - Fee Related
Application number
JP03817595A
Other languages
Japanese (ja)
Other versions
JPH08228600A (en
Inventor
幸一 井上
Original Assignee
協和ト−タルワ−クス株式会社
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Application filed by 協和ト−タルワ−クス株式会社 filed Critical 協和ト−タルワ−クス株式会社
Priority to JP03817595A priority Critical patent/JP3222031B2/en
Publication of JPH08228600A publication Critical patent/JPH08228600A/en
Application granted granted Critical
Publication of JP3222031B2 publication Critical patent/JP3222031B2/en
Anticipated expiration legal-status Critical
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Description

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

【0001】[0001]

【産業上の利用分野】本発明は、例えば、庭, 公私用屋
上,テラスガーデンの緑化用に敷設して使用したり、各
種競技場やイベント会場、その他通常の道路や地面など
の施工の際に排水材として敷設される水はけ用マットに
関する。
The present invention can be used, for example, for laying greenery for gardens, public and private rooftops, terrace gardens, and for construction of various stadiums, event venues, and other ordinary roads and grounds. Drainage mats to be laid as drainage materials.

【0002】[0002]

【従来の技術】従来、通常の緑化用敷地や道路や地面な
どの施工の際に排水材として敷設される水はけ用マット
としては、図8で示すように、合成樹脂をヘチマの果実
部分の繊維組織状にしたような不織布マットが使用され
ていた。
2. Description of the Related Art Conventionally, as a drainage mat to be laid as a drainage material at the time of construction of a normal greening site, road or ground, as shown in FIG. Nonwoven mats that have a textured configuration have been used.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記従
来の不織布マット自体は非常にクッション性があるので
緩衝材としては優れているが、該マットを敷設した上に
土砂をかけて固めていくと、目が細かいものであれば、
マットの上面において既に前記土砂が目詰まりしてしま
い、マット下面にまで該土砂が到達することが少ないの
で、マット層の上に土砂層が積層されるという形状とな
り、マット層のクッション性が逆に耐圧強度に対して劣
るものとなってしまった。
However, the conventional nonwoven fabric mat itself is excellent as a cushioning material because it has a very cushioning property. However, when the mat is laid and soil is hardened, If your eyes are fine,
The earth and sand is already clogged on the upper surface of the mat, and the earth and sand rarely reach the lower surface of the mat. Therefore, the earth and sand layer is stacked on the mat layer, and the cushioning property of the mat layer is reversed. Inferior to the pressure resistance strength.

【0004】また、前記不織布マットの目を粗くしたも
のであれば、ある程度の水はけは良いが、土砂までが流
れ落ちてしまうので、結局、水の量が多いと水が溢れて
しまうという問題点が生じた。
If the nonwoven fabric mat is made coarse, the drainage is good to some extent, but the earth and sand flow down, so that a large amount of water eventually overflows. occured.

【0005】本発明は、上記従来の問題点に鑑みてなさ
れたもので、緑化用敷地や道路や地面などの施工の際に
排水材として敷設される水はけ用マットであって、クッ
ション性が良いと共に、耐圧強度性も充分備えられ、し
かも、目詰まりせずに水はけ性能にも非常に優れた水は
け用マットを提供することを課題とする。
The present invention has been made in view of the above-mentioned conventional problems, and is a drainage mat to be laid as a drainage material when constructing a greening site, a road or the ground, and has a good cushioning property. In addition, it is an object of the present invention to provide a drainage mat which is sufficiently provided with pressure-resistant strength and which has excellent drainage performance without clogging.

【0006】[0006]

【課題を解決するための手段】本発明が、上記課題を解
決するために講じた技術的第一手段は、1束のパイル糸
1 をラッセル織り2 にて平織編成させた編み目の細かい
下面3 及び編み目の粗い上面4 と、該下面3 及び上面4
間に所定高さ分の厚みが形成されるように、両面3,4 の
1目ごとに前記パイル糸2 を夫々突設させてループ状に
形成させた間隙部5 とから構成されてなることにある。
The first technical means taken by the present invention to solve the above problems is a bundle of pile yarns.
1 is a Russell weave 2 with plain weave knitting, a fine lower surface 3 and a coarse upper surface 4, and the lower surface 3 and the upper surface 4
A gap portion 5 formed in a loop by projecting the pile yarns 2 at each of the first and second surfaces 3 and 4 so that a thickness corresponding to a predetermined height is formed therebetween. It is in.

【0007】また、上記課題を解決するために講じた技
術的第二手段は、1束のパイル糸1をラッセル織り2 に
て略同数の編み目で平織編成させた下面3 及び上面4
と、該下面3 及び上面4 間に所定高さ分の厚みが形成さ
れるように、両面3,4 の1目ごとに前記パイル糸1 を夫
々突設させてループ状に形成させた間隙部5 と、前記下
面3 の縦編み目間を別のパイル糸13(14)にて編み目状に
編成させた補強平織体15とから構成されてなることにあ
る。
The second technical means taken to solve the above problem is a lower surface 3 and an upper surface 4 in which a bundle of pile yarns 1 is plain-woven by Russell weave 2 with substantially the same number of stitches.
And a gap formed by projecting the pile yarns 1 at each of the first and second surfaces 3 and 4 so as to form a thickness between the lower surface 3 and the upper surface 4. 5 and a reinforcing plain weave 15 knitted between the vertical stitches of the lower surface 3 with another pile yarn 13 (14).

【0008】[0008]

【作用】本発明の水はけ用マットは、編み目の細かい下
面3 と、編み目の粗い上面4 と、その間の間隙部5 とを
1束のパイル糸1 をラッセル織り2 することによって形
成させるか、或いは略同数目にて平織編成させた下面3
及び上面4 と、その間の間隙部5 とを1束のパイル糸1
をラッセル織り2 し、前記下面3 にのみ縦編み目間を別
のパイル糸13(14)にて編み目状に編成させた補強平織体
15とによって形成させているので、施工の際、該マット
を敷設し、次に、その上から土砂9 をかけると、編み目
の粗い上面4 から間隙部5 を経て下面3 方向に該土砂9
が沈降していく。
According to the drainage mat of the present invention, a fine lower surface 3, a coarse upper surface 4, and a gap 5 therebetween are formed by weaving a bundle of pile yarns 1 by Russell weaving 2, or Lower surface 3 with plain weave knitting at approximately the same number
And the upper surface 4 and the gap 5 between the upper surface 4 and the pile yarn 1
A reinforced plain woven body in which the vertical stitches are knitted in a stitch shape with another pile yarn 13 (14) only on the lower surface 3
Therefore, when the construction is performed, the mat is laid, and then the earth and sand 9 is applied on the mat, and the earth and sand 9 is transferred from the coarsely-textured upper surface 4 to the lower surface 3 through the gap 5.
Is sinking.

【0009】しかし、下面3 は一体,或いは別体のパイ
ル糸1 によって、非常に細かい編み目を形成しているの
で、該下面3 部分で前記土砂9 は目詰まり状態となり、
該下面3 にて土砂9 が流れ落ちることを防止することが
できるので、耐圧強度性も充分備えられたものとなる。
However, since the lower surface 3 forms a very fine stitch by the integral or separate pile yarn 1, the earth and sand 9 is clogged at the lower surface 3 portion,
Since it is possible to prevent the earth and sand 9 from flowing down on the lower surface 3, the pressure resistance is sufficiently provided.

【0010】上述のように、目的に合わせて、敷地に本
発明の水はけ用マットを敷設し、その上から植樹用の腐
葉土等を敷設させたり、人工芝や混成芝(シート付きの
ものを含む)を敷設させたり、グラウンド用の土砂をか
けて、各種競技場やイベント会場、公私用屋上,テラス
ガーデン等を構造させることが可能となる他、通常の道
路や地面の排水材として地面下に敷設させることもでき
る。
[0010] As described above, the drainage mat of the present invention is laid on the site according to the purpose, humus or the like for planting trees is laid on the mat, artificial turf or hybrid turf (including those with sheets). ) Can be laid or covered with earth and sand for the ground, so that various stadiums, event venues, public and private rooftops, terrace gardens, etc. can be constructed. It can also be laid.

【0011】前記水はけ用マットを敷設させた敷地は、
大量の雨が降った場合であっても、先ず、上面4 から水
分を入水させ、該入水した水分を間隙部5 から下面3 間
に存在する土砂9 にて吸収させることで、非常に水はけ
が良い、しかも、該間隙部5は下面3 及び上面4 の1目
ごとにパイル糸1 を夫々突設させてループ状に形成させ
たものであるので、該間隙部5 での方向性もよく、クッ
ション性に優れていると共に、該間隙部5 にて土砂9 の
流れ落ちを防止できるものとなる。
The site where the drainage mat is laid is
Even if a large amount of rain falls, first, water is supplied from the upper surface 4 and the water is absorbed by the earth and sand 9 existing between the gap 5 and the lower surface 3, thereby greatly draining the water. Good, and since the gap 5 is formed by projecting the pile yarn 1 at each of the lower surface 3 and the upper surface 4 to form a loop, the directionality in the gap 5 is also good. In addition to being excellent in cushioning properties, the gap 5 can prevent the earth and sand 9 from flowing down.

【0012】[0012]

【実施例】本発明は、例えば、庭,公私用屋上,テラス
ガーデン等の緑化用敷地、各種競技場やイベント会場、
その他通常の道路や地面などの施工の際に主に排水材と
して敷地上、或いは地盤(地面下)に敷設される水はけ
用マットであり、以下、本発明の一実施例について図面
に基づき説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention relates to greening sites such as gardens, public and private rooftops, terrace gardens, various stadiums and event venues,
Others are drainage mats laid on the premises or on the ground (below the ground) mainly as drainage materials during construction of ordinary roads and grounds, etc. One embodiment of the present invention will be described below with reference to the drawings. .

【0013】<第一実施例>本発明に係る水はけ用マッ
トの第一実施例として挙げられるのは、図1に示すよう
に、ポリプロピレン(PP)、ポリエチレン(PE)、
ナイロン、ポリエステル、ポリ塩化ビニリデン(PVD
C)、ポリ塩化ビニル(PVC)等よりなるモノフィラ
メントやヤーンを複数本束ねて、トータルデニールが1
000〜10000d、好ましくは1800〜6000
dを有するように纏めた1束のパイル糸1 をラッセル織
り2 することによって、平織編成させた編み目の細かい
下面3と、編み目の粗い(二目飛ばし編みなど)上面4
と、該下面3 及び上面4 の1目ごとにこのパイル糸1 を
2〜3cmの高さにて二方向に分断させて突設させ、互い
にループ状に一定の規則に従って交互に編み込まれて形
成させた間隙部5 (図2参照)とから構成されている。
<First Embodiment> As a first embodiment of a drainage mat according to the present invention, as shown in FIG. 1, polypropylene (PP), polyethylene (PE),
Nylon, polyester, polyvinylidene chloride (PVD
C), a plurality of monofilaments or yarns made of polyvinyl chloride (PVC) or the like are bundled to give a total denier of 1
000 to 10000d, preferably 1800 to 6000
The lower surface 3 having fine stitches and the upper surface 4 having coarse stitches (such as skip stitches) are obtained by performing a Russell weaving of a bundle of pile yarns 1 having a d.
The pile yarns 1 are cut in two directions at a height of 2 to 3 cm for each stitch of the lower surface 3 and the upper surface 4 and protruded, and are alternately knitted in a loop shape according to a certain rule. Gap 5 (see FIG. 2).

【0014】前記下面3 には、図3で示すように、別の
1本のパイル糸6 にて前記ラッセル織り2 の縦編みの目
に対して交差状に、且つ同列状に絡ませながら編み込ま
れた下面連結体7 が設けられている。
As shown in FIG. 3, another pile yarn 6 is knitted on the lower surface 3 so as to intersect with the warp stitches of the Russell weave 2 in an intersecting manner and in the same row. The lower surface connector 7 is provided.

【0015】また、前記上面4 にも、図4で示すよう
に、更に別の1本のパイル糸8 にて前記ラッセル織り2
の縦編みの目に対して交差状に、且つ同列状に間隔をと
って絡ませながら編み込まれた上面連結体9 が設けられ
ている。
As shown in FIG. 4, the upper surface 4 is further wrapped with another pile yarn 8 with the Russell weave 2.
There is provided an upper surface connecting body 9 which is woven while being entangled with the warp stitches in an intersecting manner and in the same row at an interval.

【0016】次に、上記のように構成された本発明の水
はけ用マットを実際に使用、不織布等のシート10に天然
芝11等の種子が蒔かれた該シート10を載置して緑化用の
敷地を構造する施工方法について説明する。
Next, the drainage mat of the present invention constructed as described above is actually used, and the sheet 10 on which seeds such as natural turf 11 are sown is placed on a sheet 10 such as a non-woven fabric for greening. The construction method for constructing the site is described.

【0017】例えば、前記水はけ用マットを使用面積に
合わせて適宜切断し、家庭のベランダやテラスガーデン
に、該マットの下面3 を下にして敷設し、その上から腐
葉土や肥料等を蒔き、図6で示すように、不織布等のシ
ート10に植設された天然芝11のなどを載置する。
For example, the drainage mat is appropriately cut in accordance with the area to be used, laid on a veranda or terrace garden at home with the lower surface 3 of the mat facing down, and humus or fertilizer is sowed from above. As shown by 6, a natural turf 11 or the like planted on a sheet 10 such as a nonwoven fabric is placed.

【0018】該天然芝11はこの水はけ用マット内の土や
砂、或いは腐葉土中に根付き、水を与えるに際しても、
余分な水分はこのマット内の土や砂が吸収してくれると
共に、該吸収した水分が再び天然芝11の水分補給に使用
されので、手入れが簡単で育成可能な天然芝11となる。
The natural turf 11 is rooted in the soil, sand or mulch in the drainage mat, and when water is supplied,
Excess water is absorbed by the soil and sand in the mat, and the absorbed water is used again for rehydration of the natural turf 11, so that the natural turf 11 is easy to care for and can be grown.

【0019】この際、本発明の水はけ用マットは、ラッ
セル織り2 の縦編みの目に沿った断面は、図2で示すよ
うに所定間隔のループ体が形成されているが、縦編みの
目に対して直交する断面は、図5で示すように下面3 側
が詰まり、上面4 側は間隔が開いた乱雑なパイル糸1 の
穿設体であるので、前記編み目の粗い上面4 から腐葉土
や砂をかけると、該土砂は上面4 から間隙部5 を経て下
面3 方向に沈降し、しかも下面3 部分で前記土や砂は目
詰まり状態となり、該下面3 によって土や砂が流れ落ち
ることを防止する。
At this time, in the drainage mat of the present invention, the cross section of the Russell weave 2 along the vertical knitting stitch has loops formed at predetermined intervals as shown in FIG. 5, the lower surface 3 is clogged and the upper surface 4 is a pierced body of a random pile yarn 1 with a large interval, as shown in FIG. The sediment settles in the direction of the lower surface 3 from the upper surface 4 via the gap 5, and the soil and sand are clogged at the lower surface 3, preventing the soil and sand from flowing down by the lower surface 3. .

【0020】従って、前記水はけ用マットを敷設するだ
けで、簡単な家庭用緑化ガーデンを手軽に造ることがで
きるし、また、その後の手入れなども非常に容易で、更
に、取り外す際もマットごと移動させれば良い。
Therefore, it is possible to easily construct a simple home gardening garden simply by laying the drainage mat, and it is also very easy to maintain the garden afterwards. You can do it.

【0021】また、地盤(地面下)に敷設させて使用す
る、即ちグラウンド等を設ける場合の施工方法について
説明する。
A construction method for laying the device on the ground (below the ground), that is, for providing a ground or the like will be described.

【0022】前記同様水はけ用マットを使用面積に合わ
せて適宜切断し、該マットの下面3を下にして地盤(地
面下)に敷設する。
Similarly, the drainage mat is appropriately cut in accordance with the area to be used, and is laid on the ground (under the ground) with the lower surface 3 of the mat facing down.

【0023】次に、その上から、土や砂9 をかけ、固定
化させる。
Next, soil or sand 9 is applied from above and fixed.

【0024】このように、前記土砂9 をかけた上から、
目的に合わせて、グラウンド用の砂を敷設させたり、各
種競技場やイベント会場、その他通常の道路や地面を構
成させる。
As described above, after the earth and sand 9 are applied,
Laying ground sand, constructing various stadiums and event venues, and other ordinary roads and grounds according to the purpose.

【0025】<第二実施例>前記水はけ用マットの下面
3 が異なるだけで後の構成は前記第一実施例と同様であ
るので、説明を省略する。尚、図面において同一符号は
同一構成を示す。
<Second Embodiment> Lower surface of the drainage mat
Since the subsequent configuration is the same as that of the first embodiment except for the difference of 3, the description is omitted. The same reference numerals in the drawings denote the same components.

【0026】第二実施例の水はけ用マットの下面3 は、
ラッセル織り2 にて上面4 と略同数の編み目で平織編成
させて形成し、その縦編み目間に別のパイル糸12にてメ
リヤス編み13すると共に該メリヤス編み13に対して略直
交方向にループ編み14して格子編み目状に編成させた補
強平織体15が設けられて伸縮性を抑えたものである。
The lower surface 3 of the drainage mat of the second embodiment is
It is formed by plain weave knitting with approximately the same number of stitches as the upper surface 4 in the Russell weave 2, knitting 13 with another pile yarn 12 between the vertical stitches, and loop knitting in a direction substantially orthogonal to the knitting 13 A reinforcing plain weave body 15 knitted into a lattice stitch 14 is provided to suppress stretchability.

【0027】前記構成であれば、補強平織体15が土砂9
の流れ落ちを充分に防止することができると共に、横方
向への伸縮性も殆どなく、強固な水はけ用マットとなり
得る。
With the above construction, the reinforcing plain weave body 15 is
Can sufficiently be prevented from flowing down, and can hardly be stretched in the lateral direction, thus providing a strong drainage mat.

【0028】尚、第二実施例の水はけ用マットも前記第
一実施例のものと同様の使用が可能である。
The drainage mat of the second embodiment can be used in the same manner as that of the first embodiment.

【0029】本発明の水はけ用マットは前記第一及び第
二実施例に限定されることはなく、例えば、前記間隙部
5 を形成するパイル糸1 は下面3 及び上面4 の1目ごと
に分断されることなく簡単なループ状に交互に編み込ま
れたものであっても良く、また、連結体9(7)は下面3 だ
けや上面4 だけに設けられたものであっても良いし、場
合によっては設けられていなくても良い。
The drainage mat of the present invention is not limited to the first and second embodiments.
The pile yarns 1 forming the yarns 5 may be woven alternately in a simple loop without being divided at each line of the lower surface 3 and the upper surface 4. It may be provided only on 3 or the upper surface 4 or may not be provided depending on the case.

【0030】更に、前記補強平織体15も縦方向のメリヤ
ス編み13だけであったり、横方向のループ編み14だけで
あっても構わず、連結体9(7)や補強平織体15による耐圧
強度性を優先するか、ラッセル織り2 のみによるクッシ
ョン性を優先するかを目的に応じて選択する。
Further, the reinforcing plain woven body 15 may be formed of only the knitted fabric 13 in the vertical direction or only the looped knitted fabric 14 in the horizontal direction. Select whether to give priority to the property or to give priority to the cushioning property only by Russell weave 2.

【0031】[0031]

【発明の効果】本発明の水はけ用マットは、編み目の細
かい下面及び編み目の粗い上面と、該下面及び上面間に
所定高さ分の厚みが形成されるように、両面の1目ごと
に前記パイル糸を夫々突設させてループ状に形成させた
間隙部とを1束のパイル糸をラッセル織りにて平織編成
させて構成されているか、或いは略同数目にて平織編成
させた下面及び上面と、その間の間隙部とを1束のパイ
ル糸をラッセル織りにて平織編成させ、下面の縦編み目
間を別のパイル糸にて編み目状に補強平織体を編成させ
て構成されているので、該マットに土砂などをかける
と、編み目の粗い上面から間隙部を経て下面方向に該土
砂が沈降していくが、編み目が細かく形成された下面か
ら該土砂が流れ落ちることは殆どない。
According to the drainage mat of the present invention, the lower surface having a finer stitch and the upper surface having a coarse stitch and the thickness corresponding to a predetermined height are formed between the lower surface and the upper surface. A gap formed by projecting pile yarns and forming a loop, and a plain weave knitting a bundle of pile yarns by Russell weaving, or a plain weave knitting with approximately the same number of lower and upper surfaces And the gap between them is made by knitting a bundle of pile yarns in plain weave by Russell weaving, and knitting the reinforcing plain weave in a stitch shape between the vertical stitches on the lower surface with another pile yarn. When earth or sand is applied to the mat, the earth and sand settles from the coarse upper surface to the lower surface through the gap, but hardly runs down from the lower surface where the mesh is formed finely.

【0032】従って、公私用屋上,テラスガーデン等に
該マットを敷設し、その上から植樹用の腐葉土等をか
け、直接該マットに植樹することも可能であるし、ま
た、人工芝や混成芝を敷設させてもよい。
Therefore, it is possible to lay the mat on a public or private rooftop, a terrace garden, or the like, apply mulch or the like for planting trees on the mat, and directly plant trees on the mat. May be laid.

【0033】この際、本発明の水はけ用マットは下面及
び上面間に所定高さ分の厚みの間隙部が設けられている
ので、該間隙部にて方向性に富み、クッション性にも優
れていると共に、前記腐葉土等が流れ落ちることがない
ので、水分の吸収や補給のバランスを自然に保持するこ
とができ、取扱いが便利で、しかも撤退作業の非常に簡
単にできるものとなる。
At this time, since the drainage mat of the present invention is provided with a gap having a predetermined height between the lower surface and the upper surface, the gap is rich in directionality and excellent in cushioning property. In addition, since the humus and the like do not flow down, the balance of water absorption and replenishment can be naturally maintained, the handling is convenient, and the withdrawal operation can be performed very easily.

【0034】上述のように、本発明のマットは土砂の保
持に優れているので、該土砂の吸水性により、水はけ用
マットは非常に水はけがよく、耐圧強度性も充分備えら
れたものとなる。従って、緑化用の敷設マットとしても
勿論のこと、各種競技場(グラウンドや競馬場のダート
コースなども含む)やイベント会場に適したものとな
る。
As described above, since the mat of the present invention is excellent in retaining earth and sand, the water-draining mat becomes extremely drainable and has sufficient pressure resistance due to the water absorption of the earth and sand. . Therefore, it is suitable not only as a laying mat for greening but also for various stadiums (including a dirt course of a ground and a racetrack) and event venues.

【0035】また、通常の道路や地面の施工の際に使用
すると、雨続きの日程であっても、前記土砂がマットか
ら流れ落ちる恐れがないので、土木工事は非常に能率良
く行われる。
Further, when used for construction of ordinary roads and grounds, the earth and sand are not likely to run down from the mats even when the rain continues, so that the civil engineering work can be performed very efficiently.

【0036】尚、下面及び上面にラッセル織りの編み目
に対して交差状に編み込まれた連結体が設けられたもの
であれば、伸縮性を抑制できるので、目的に応じて、強
固な水はけ用マットとすることもできる。
If the lower and upper surfaces are provided with a connecting body woven so as to intersect with the Russell-woven stitches, the stretchability can be suppressed. It can also be.

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

【図1】本発明の一実施例を示す一部省略斜視図。FIG. 1 is a partially omitted perspective view showing one embodiment of the present invention.

【図2】同、側面及びその要部拡大図。FIG. 2 is an enlarged view of the side surface and the main part thereof.

【図3】同、底面及びその要部拡大図。FIG. 3 is an enlarged view of the bottom surface and the main part thereof.

【図4】同、平面及びその要部拡大図。FIG. 4 is an enlarged view of the plane and the main part thereof.

【図5】同、正面及びその要部拡大図。FIG. 5 is an enlarged view of the front and the main part thereof.

【図6】同、一部省略使用様態図。FIG. 6 is a partially omitted use state diagram.

【図7】他の実施例を示す底面及びその要部拡大図。FIG. 7 is an enlarged view of a bottom surface and a main part thereof showing another embodiment.

【図8】従来例を示す一部省略斜視及びその要部拡大
図。
FIG. 8 is a partially omitted perspective view showing a conventional example and an enlarged view of a main part thereof.

【符号の説明】[Explanation of symbols]

1 パイル糸 2 ラッセル織り 3 下面 4 上面 5 間隙部 7 連結体 9 連結体 15 補強平織体 DESCRIPTION OF SYMBOLS 1 Pile yarn 2 Russell weave 3 Lower surface 4 Upper surface 5 Gap 7 Connecting body 9 Connecting body 15 Reinforced plain weave

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 1束のパイル糸(1) をラッセル織り(2)
にて平織編成させた編み目の細かい下面(3) 及び編み目
の粗い上面(4) と、該下面(3) 及び上面(4) 間に所定高
さ分の厚みが形成されるように、両面(3),(4) の1目ご
とに前記パイル糸(2) を夫々突設させてループ状に形成
させた間隙部(5) とから構成されてなることを特徴とす
る水はけ用マット。
1. A bundle of pile yarns (1) by Russell weaving (2)
The lower surface (3) and the upper surface (4) of which the stitch is coarsely knitted in plain weave, and the both surfaces ( 3. A drainage mat comprising: a gap portion (5) formed in a loop by projecting the pile yarn (2) for each stitch of (3) and (4).
【請求項2】 1束のパイル糸(1) をラッセル織り(2)
にて略同数の編み目で平織編成させた下面(3) 及び上面
(4) と、該下面(3) 及び上面(4) 間に所定高さ分の厚み
が形成されるように、両面(3),(4) の1目ごとに前記パ
イル糸(1) を夫々突設させてループ状に形成させた間隙
部(5) と、前記下面(3) の縦編み目間を別のパイル糸(1
3)にて編み目状に編成させた補強平織体(15)とから構成
されてなることを特徴とする水はけ用マット。
2. A bundle of pile yarns (1) by Russell weaving (2)
The lower surface (3) and upper surface knitted in plain weave with approximately the same number of stitches at
(4) and the pile yarn (1) for each stitch on both sides (3) and (4) so that a thickness corresponding to a predetermined height is formed between the lower surface (3) and the upper surface (4). Another pile yarn (1) is provided between the gaps (5) protruding and formed in a loop shape and the vertical stitches on the lower surface (3).
A drainage mat comprising a reinforcing plain weave (15) knitted in 3).
【請求項3】 前記間隙部(5) を形成するパイル糸(1)
は下面(3) 及び上面(4) の1目ごとに二方向に分断さ
れ、所定幅を持たせ、一定規則に従って交互に編み込ま
れてなる請求項1又は2記載の土木用排水シート。
3. A pile yarn (1) for forming said gap (5).
3. The drainage sheet for civil engineering works according to claim 1, wherein each of the lower surface (3) and the upper surface (4) is divided in two directions, has a predetermined width, and is alternately woven according to a certain rule.
【請求項4】 前記上面(4) 或いは下面(3) には別のパ
イル糸(8) にて前記ラッセル織り(2) の編み目に対して
交差状に編み込まれた連結体(9) が設けられてなる請求
項1〜3の何れかに記載の土木用排水シート。
4. A connecting body (9) provided on the upper surface (4) or the lower surface (3) with another pile yarn (8) woven so as to cross the stitches of the Russell weave (2). The drainage sheet for civil engineering according to any one of claims 1 to 3, which is provided.
【請求項5】 前記上面(4) 及び下面(3) には別のパイ
ル糸(8),(6) にて前記ラッセル織り(2) の編み目に対し
て交差状に編み込まれた連結体(9),(7) が設けられてな
る請求項1〜3の何れかに記載の土木用排水シート。
5. A connected body () woven on the upper surface (4) and the lower surface (3) with another pile yarn (8), (6) so as to cross the stitches of the Russell weave (2). The drainage sheet for civil engineering according to any one of claims 1 to 3, wherein 9) and (7) are provided.
JP03817595A 1995-02-27 1995-02-27 Drainage mat Expired - Fee Related JP3222031B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03817595A JP3222031B2 (en) 1995-02-27 1995-02-27 Drainage mat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03817595A JP3222031B2 (en) 1995-02-27 1995-02-27 Drainage mat

Publications (2)

Publication Number Publication Date
JPH08228600A JPH08228600A (en) 1996-09-10
JP3222031B2 true JP3222031B2 (en) 2001-10-22

Family

ID=12518058

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03817595A Expired - Fee Related JP3222031B2 (en) 1995-02-27 1995-02-27 Drainage mat

Country Status (1)

Country Link
JP (1) JP3222031B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10108545A (en) * 1996-10-08 1998-04-28 Kyowa Total Works Kk Natural lawn mat and handling method therefor
JP2001311153A (en) * 2000-04-26 2001-11-09 Otsuka Chem Co Ltd Floor material for greening and building structure
KR101044653B1 (en) * 2010-10-27 2011-06-29 주식회사 이신상사 Artificial turf
US20140250780A1 (en) * 2010-10-27 2014-09-11 Hyo-sang Lee Removable support surface
CN107439077A (en) * 2017-06-23 2017-12-08 福建省春天生态科技股份有限公司 A kind of method of cell salt-soda soil comprehensive improvement

Also Published As

Publication number Publication date
JPH08228600A (en) 1996-09-10

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