JPS58123914A - Water permeable sheet - Google Patents

Water permeable sheet

Info

Publication number
JPS58123914A
JPS58123914A JP668882A JP668882A JPS58123914A JP S58123914 A JPS58123914 A JP S58123914A JP 668882 A JP668882 A JP 668882A JP 668882 A JP668882 A JP 668882A JP S58123914 A JPS58123914 A JP S58123914A
Authority
JP
Japan
Prior art keywords
sheet
water
independent
permeable sheet
permeable
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.)
Granted
Application number
JP668882A
Other languages
Japanese (ja)
Other versions
JPH0236726B2 (en
Inventor
Hiroaki Kamiyoshi
神吉 弘昭
Ichita Goto
後藤 一太
Yoshiro Sato
芳郎 佐藤
Kiyoshi Yamamoto
清 山本
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.)
Asahi Dow Ltd
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Dow Ltd
Asahi Chemical Industry 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 Asahi Dow Ltd, Asahi Chemical Industry Co Ltd filed Critical Asahi Dow Ltd
Priority to JP668882A priority Critical patent/JPH0236726B2/en
Publication of JPS58123914A publication Critical patent/JPS58123914A/en
Publication of JPH0236726B2 publication Critical patent/JPH0236726B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/126Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Casting Or Compression Moulding Of Plastics Or The Like (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To provide an appropriate rigidity, flexibility, and permeability to a sheet for use with civil engineering works, by a method wherein a number of independent projections are formed on a sheet in a manner that the surface and the back dent alternately, and a number of bored holes are formed in the independent projections. CONSTITUTION:A number of independent projections 2, formed in a manner that the surface and the back dent alternately, are provided on a permeable-to-water sheet 1 comprising rigid polyvinyl chloride, polystyrene. In order to provide a well-balanced rigidity and flexibility to the sheet 1, the independent projections 2 equalize in height, and a ratio of a height (a) of the independent height 2 to a maximum diameter (b) of the bottom is preferably smaller than 2:1. A number of bored holes 3 are formed in the independent projections 2, and water permeability is provided all in directions of the surface and the back, the longitudinal direction, and the lateral direction of the sheet 1. In case it is used as a sheet for engineering works application, the projections 2 cut into earth to prevent displacement in position of the sheet 1, and in case the sheet and a water permeable material such as unwoven cloth, are laminated, it serves as a drain material having large drains.

Description

【発明の詳細な説明】 この発明の主に土木排水用マットに使用される透水性シ
ートに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water-permeable sheet mainly used for civil engineering drainage mats.

土地1)@全、基礎地盤の強化などの土木工事において
排水は重要な要素の1つである。たとえば、暖岸中提防
、姉壁勢は背面から排水する必要があるが、その#水と
共に土pが流失するのを防ぐために吸出し防止工法が行
なわれる。また、諷立地等地耐力を増す丸めに排水マッ
トを布設する軟弱地盤安定工法が行なわれる。そO他法
面崩壊防止、洗堀防止、トンネルの裏面排水、暗a排水
などどれも排水によって土地の保全と基礎地盤0強化を
紘かる排水工法がある。
Land 1) Drainage is one of the important elements in civil engineering works such as strengthening the foundation ground. For example, it is necessary to drain water from the back of the warm bank middle and upper walls, but in order to prevent the soil from being washed away along with the water, anti-sucking construction methods are used. In addition, a soft ground stabilization method is used in which drainage mats are laid in circles to increase the bearing capacity of the ground, such as in vertical locations. Other drainage methods include preventing slope collapse, preventing scouring, drainage from the back of tunnels, and underground drainage, all of which use drainage to conserve land and strengthen foundations.

従来、このような排水工法において種々の排水材が用い
られてきた。例えば、粗朶、砂、杉葉、検索、木材、玉
石等の天然資材紘古くよシ用いられてきたもOeあ為。
Conventionally, various drainage materials have been used in such drainage construction methods. For example, natural materials such as wood, sand, cedar leaves, sand, wood, and cobblestone have been used since ancient times.

しかしながら、最近はこのような天然資材が枯渇し、し
かも資材運搬の経費も高騰するようになって天然資材に
替るべ龜工場生産され丸材料が用いられるようになって
きた。
Recently, however, such natural materials have become depleted, and the cost of transporting materials has also risen, so round materials produced in Beguma factories have come to be used instead of natural materials.

工場生産され先出木用の排水材としてはシート状のもの
として、例えば、ポリプ■ピレン繊繍あるいは塩化ビニ
リデン繊維等の合成繊維からなる不繊布のシート、To
、&いはプツスチツタOエンlスシートと不織布との組
合せよシな為積層シートなどがある。
Factory-produced drainage materials for used wood are in sheet form, such as nonwoven sheets made of synthetic fibers such as polypropylene fibers or vinylidene chloride fibers, and To
There are laminated sheets and the like, which are combinations of plastic sheets and non-woven fabrics.

ところで従来Oシートは比較的県歌で可撓性が大きく、
土砂とともに流失し九)、陥没したりして用をなさなく
なゐ等O恐れがあ〉、を九比較的透孔が小さく、■詰シ
を生ずる恐れのあるものがみられる。
By the way, conventional O-sheets have relatively high flexibility,
There is a risk that the holes may be washed away with the earth and sand, or they may cave in and become useless.

本発明は、これら0@来Oシート状排水材に替えてもし
くは併せて使用されゐぺ1適度の剛性と1 可撓性を有するとともによ)良い透水性をもつ九シート
状材料を提供すゐもO″eToる0即ち、本発明は表裏
交互に窪んで形成される多数の独立突起を有するシート
であって、このシートが多数の貫通孔を有している透水
性シートである。
The present invention provides a sheet-like material that can be used in place of or in addition to these conventional sheet-like drainage materials and has moderate rigidity, flexibility, and good water permeability. In other words, the present invention is a sheet having a large number of independent protrusions formed by alternating depressions on the front and back sides, and this sheet is a water permeable sheet having a large number of through holes.

以下図面によシ本発明の詳細な説明する。The present invention will be explained in detail below with reference to the drawings.

第1図は本発明の透水性シート1の一例の一部を示す斜
視図であり、表裏交互に窪んで形成される多数O独立突
起2を有している。独立突起2は透水性シー)Iにおい
て表裏交互に窪み、窪むことによって反対側へは突起し
ているのであるが、この窪み及び突起は必ずしも第1図
に示すように規則的である必要はなく不規則であっても
よい。
FIG. 1 is a perspective view showing a part of an example of a water-permeable sheet 1 of the present invention, which has a large number of O independent protrusions 2 formed by depressions alternately on the front and back sides. The independent protrusions 2 are recessed alternately on the front and back sides of the water-permeable seam I, and the recesses cause them to protrude to the opposite side, but these recesses and protrusions do not necessarily have to be regular as shown in Figure 1. It may be irregular.

要は、一定の面積の中で実質的に表裏交互性を有し透水
性シートlに厚み方向O嵩高性を付与できればよい。従
って、独立突起2が表裏のどちらかに極端に片寄って存
在しないのがよい。又、多数の独立突起2は、第1図の
ように互いKびつしシと接近していてもよいし、間隔を
置いて形成されていてもよい。更に、透水性シート10
表裏にバランスのとれた剛性と可撓性を付与するには表
裏への−みの深さ、即ち、独立突起2の高さは均一に同
じでああのが好ましい。
In short, it is sufficient if the water-permeable sheet 1 can have substantially alternating front and back sides within a certain area and can provide bulkiness in the thickness direction O. Therefore, it is preferable that the independent protrusions 2 are not extremely biased towards either the front or the back. Further, the large number of independent protrusions 2 may be closely spaced from each other as shown in FIG. 1, or may be formed at intervals. Furthermore, a water permeable sheet 10
In order to impart well-balanced rigidity and flexibility to the front and back sides, it is preferable that the depth of the recess on the front and back sides, that is, the height of the independent protrusions 2, be uniformly the same.

一方、独立突起2の高さaと底部の最大寸法径すとの比
が2対1よ如も小であるのが好ましい。
On the other hand, it is preferable that the ratio between the height a of the independent protrusion 2 and the maximum dimension diameter of the bottom part is as small as 2:1.

とシわけ1対1前後のどちらかと言えばズングリ蓋の形
状をし九突起であることがよシ好重しい。
If it's about 1 to 1, I like that it's shaped like a Zunguri lid and has nine protrusions.

その理由は、後達すゐ成形に際して独立突起2の側部は
他の部分に比して厚みが−くなることと貫通孔3が成形
前に比して拡大−れる丸め、独立突起2が上下方向から
の圧縮力に対して脆弱になるからであゐ。
The reason for this is that the side part of the independent protrusion 2 becomes thicker than other parts during subsequent molding, and the through hole 3 is rounded and enlarged compared to before molding, and the independent protrusion 2 is This is because it becomes vulnerable to compressive force from any direction.

第2図は、第1lIO透水性シー) 101部拡大端面
図であるが、前記の独立突起2の高さaは5〜20m、
底部osbは10〜80s+a@度の寸法である。また
ζolk立喪起2は略截顧錐形でその上部は実質的に’
F坦であ)かつ高さは均一であるのがこの透水性シート
;の便用K11lて便利である。例えば、他のシート状
材料と積層して用い6際に接着がし鳥いという利点があ
為。しかしながら、前記寸法は用途によって賓更しうる
ものであり、ま九独立央起2の形状線これに拘わらす弛
の形状であってもよい。例えば、半円球の形状に窪んで
なる独立突起2は後述する成形に際して側部のみで危く
全体に均一に引11鷺ばされる傾向にあるので、強度的
に弱点が少くなるという利点がある。その他独立央起2
の上部が円形、正方形、長方形、鳳形勢であってもよい
FIG. 2 is an enlarged end view of the 1st lIO water permeable sea) 101, and the height a of the independent protrusion 2 is 5 to 20 m,
The bottom OSB has dimensions of 10-80s+a@degree. In addition, ζolk tachimoki 2 has a roughly truncated conical shape, and its upper part is essentially '
This water-permeable sheet is convenient because it is flat and has a uniform height. For example, it has the advantage of being easily adhesive when laminated with other sheet materials. However, the above-mentioned dimensions may be changed depending on the use, and the shape may be relaxed regardless of the shape line of the nine-independent center-origin. For example, the independent protrusion 2, which is recessed in the shape of a hemispherical sphere, tends to be stretched uniformly only on the sides during molding, which will be described later. be. Other Independent Oki 2
The upper part may be circular, square, rectangular, or cylindrical.

7 個々の独立突起2は一面から見れば貴び出ておシ他
面から見ると窪んでいる。まえ、この独立突起2祉個々
KIIll立してシシ、独立突起間には略水平に連結し
ている部分4を残すこともある。この独立というのは波
板のように喪起が連続している形状、換言すれば畦状で
紘ない仁とを意味する。
7. The individual independent protrusions 2 are prominent when viewed from one side and depressed when viewed from the other side. In some cases, the two independent protrusions are individually erected, and a substantially horizontally connected portion 4 is left between the independent protrusions. This independence means a continuous shape like a corrugated sheet, or in other words, a ridge-like shape with a wide width.

貫通孔3は透水性シー)10表裏に貫通しておシ、独立
突起2の上部、側部および底部にも存在する。仁のよう
に設けられ九多数の貫通孔3によって透水性シー)IK
は表裏および前後左右すなわち水平方向のいずれO方向
へ4透水性が付与されゐ。
The through holes 3 penetrate through the front and back sides of the water-permeable sheet 10, and are also present at the top, side, and bottom of the independent protrusion 2. Water-permeable seam (IK) with nine through-holes 3 arranged in a row-like manner
The material has 4 water permeability in both the front and back, front, back, left and right, i.e. horizontal directions, in the O direction.

本発明に用いられるシートの素材としては、硬質で熱成
形可能なプラスチツタであればなんでもよいが、例えば
、硬質ポリ塩化ビニル、ポリスチレン、ポリエチレン(
HDPK) 、yj(9プロピレン、ポリカーボネート
、ポリ塩化ビニリデン、ナイロン、ポリエステルなどが
使用される。具体的には、これらの素材のプラスチック
ネット、剛性のある不織布、多数の孔を穿けたプラスチ
ックシートが原材料シートとして用いられる。
The material for the sheet used in the present invention may be any hard, thermoformable plastic material, such as hard polyvinyl chloride, polystyrene, polyethylene (
HDPK), yj (9propylene, polycarbonate, polyvinylidene chloride, nylon, polyester, etc.) are used.Specifically, plastic nets made of these materials, rigid nonwoven fabrics, and plastic sheets with many holes are used as raw materials. Used as a sheet.

本発明の透水性シート1を製造する方法を以下に説明す
る。第3図に示すような多数の貫通孔6を有するプラス
チックのシート5をまずプラスチックの軟化点以上に加
熱する。次に、鈍い先端、例えば四角形あるいは丸形の
先端を有する金属棒の多数を長方形あるいは正方形に一
定間かくをおいて配列し九2つの金属棒配列群の中間に
前記の加熱されたシート5を置く。
The method for manufacturing the water-permeable sheet 1 of the present invention will be explained below. A plastic sheet 5 having a large number of through holes 6 as shown in FIG. 3 is first heated above the softening point of the plastic. Next, a large number of metal rods having blunt tips, such as square or round tips, are arranged at regular intervals in a rectangular or square shape, and the heated sheet 5 is placed between the two metal rod array groups. put.

次に、この金属棒配列群を互い違いに咬み合わせること
Kよって館1図に示t’、 jllうな多数の独立突起
2を有しかつ多数の貫通孔3を有する透水性シート1を
得る。
Next, by interlocking these metal rod array groups in an alternating manner, a water-permeable sheet 1 having a large number of independent protrusions 2 and a large number of through holes 3 as shown in Figure 1 is obtained.

成形法から理解できるように、成形時に引き蔦ばされる
のは独立突起20側部であり、底部や頂部はあtb引き
延ばされない。したがって前記のように独立突起2の高
さaと底部径すの蝦大寸法との比があまり大きすぎると
側部が切れたり極端に弱くなる危険性がある。用いるシ
ート5の厚みや貫通孔6の大きさ、数にもよるが、前記
の比は2:1よシ小さいことが望ましいのはこのような
理由による。
As can be understood from the molding method, it is the side portions of the independent protrusions 20 that are stretched during molding, and the bottom and top portions are not stretched. Therefore, as described above, if the ratio between the height a of the independent protrusion 2 and the size of the bottom diameter is too large, there is a risk that the side portions may be cut or the structure may become extremely weak. Although it depends on the thickness of the sheet 5 used and the size and number of through holes 6, it is for this reason that the ratio is desirably smaller than 2:1.

第4図は第3図のシート5のA−AI11?面図、第5
図は同じ(B−B断面図である。このシート5紘ネツト
と呼ぶこともできるが、ネット交叉部では肉厚になって
おシ、これは・第1図の本発明の成形品に剛性を与える
のに役たつ。
Figure 4 is A-AI11 of sheet 5 in Figure 3? Front view, No. 5
The figures are the same (B-B sectional view. This sheet 5 can also be called a net, but it is thicker at the intersection of the net, which is due to the rigidity of the molded product of the present invention shown in Fig. useful for giving.

第6図は、理解を容易にするために第3図から貫通孔5
を省略したシートを前記の方法によって成形した形即ち
、第1Eから貫通孔3を省略した姿を示すものであり、
第7図はその断面を示し、第8図はその成形前の原材料
シートの斜視図である。
Figure 6 shows the through hole 5 from Figure 3 for ease of understanding.
This figure shows a sheet formed by the method described above, in which the through hole 3 is omitted from No. 1E.
FIG. 7 shows its cross section, and FIG. 8 is a perspective view of the raw material sheet before forming.

本発明の透水性シートは上記のように表裏交互に窪んで
形成された多数の独立突起を有するので片面だ妙の突起
に較ぺて2倍の嵩高性を有する。
Since the water-permeable sheet of the present invention has a large number of independent protrusions that are recessed alternately on the front and back sides as described above, it has twice the bulkiness as compared to single-sided protrusions.

このことは、本発明の透水性シートに表裏にバランスの
とれた適度の剛性と可撓性を付与し、かつ略水平に連結
している部分を残している場合には伸びが小さくしかも
前後左右及び上下に十分な透水性を付与する。従って、
これを土木用の排水材、即ちマットとして有利に使用す
ることができる。
This means that if the water-permeable sheet of the present invention is given appropriate rigidity and flexibility that are well-balanced on the front and back sides, and a portion that is connected approximately horizontally is left, the elongation will be small, and and provide sufficient water permeability to the top and bottom. Therefore,
This can be advantageously used as a drainage material, ie, a mat, for civil engineering.

例えば、法面に敷設して客土をし九場合に、本発明の透
水性シートの表面側の独立突起部が客土の流れ出し防止
の役を果し、また裏面側の独立突起部が法面に喰込んで
マットのずれが防止される。
For example, when laying soil on a slope, the independent protrusions on the front side of the water-permeable sheet of the present invention serve to prevent the soil from flowing out, and the independent protrusions on the back side serve to prevent the soil from flowing out. It bites into the surface and prevents the mat from shifting.

更に独立突起の頂点を客土の厚さを測る基準とすること
ができる。
Furthermore, the apex of the independent protrusion can be used as a reference for measuring the thickness of the soil.

本発明の透水性シートは単独で用いても良いが使用場所
、使用目的によって他の透水性材料、例えば、織布、編
布、ネットあるいは不織布と積層あるいは組合せて用い
ることもできる。例えば、 本本発明の透水性シートの
表及び裏の両頁に平坦なプラスチックネットを補強材と
して配し、全体を不織布のフィルタ・−で包んだものが
排水材として使用される。この場合フィルター関に比較
的g!隙の大きい排水路が構成されることになる。
The water-permeable sheet of the present invention may be used alone, but depending on the location and purpose of use, it may be laminated or used in combination with other water-permeable materials such as woven fabrics, knitted fabrics, nets, or non-woven fabrics. For example, a water-permeable sheet of the present invention with flat plastic nets placed as reinforcing materials on both the front and back pages and the entire sheet wrapped with a non-woven filter can be used as a drainage material. In this case, the filter is relatively g! A drainage channel with large gaps will be constructed.

本発明の透水性シートは、土地の保全、基礎地盤の強化
など土木工事における排水材として使用できるとともに
、たばこなどの採索農作物、うりなどの採果農作物の周
囲にスペーサーとして設置して農作物が直接地面に接し
ないようにするような農業資材としても応用が可能であ
る。更に、平坦なネットと積層して乾燥用すの子(簀の
子)、押し入れ防湿マットとして使用することもできる
The water-permeable sheet of the present invention can be used as a drainage material in civil engineering works such as land conservation and foundation reinforcement, and can also be installed as a spacer around foraged crops such as tobacco and fruit crops such as gourds. It can also be used as an agricultural material that does not come into direct contact with the ground. Furthermore, it can be laminated with a flat net to be used as a drying grid or moisture-proof mat for closets.

その他、比較的厚手の不織布、織布と組合せてゴルフ場
の芝の保温材、テニスコートの保温材などむしるの代替
品としても使用できる。
In addition, in combination with relatively thick non-woven fabrics or woven fabrics, it can be used as a heat insulating material for golf course grass, tennis court heat insulating material, etc. as an alternative to mulch.

更に透水性人工芝生の裏面に積層することによシ排水性
能が付与された人工芝生を得ることができる。
Furthermore, by laminating it on the back side of a water-permeable artificial lawn, an artificial lawn with drainage performance can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、本発明の透水性シートの一部を示す耐a、 
ffi fあわ、鎖2反は手の一郁拡す一面図〒ある。 第3図は本発明の透水性シートを成形する丸めの原料シ
ートであり、鎮4図、第5図線それぞれA−A及びB−
B断面図である。 第6図は、第1図から貫通孔を省略し先回であり、第7
図はその新面図であシ、縞8図はその成形前の原料シー
トの斜視図である。 l・・・透水性シート 2・・・独立突起 3・・・貫通孔 第1図 第2図 第4図 第6図 第8図 手続補正書      、 昭和s7年 6月25日 特許庁長官      殿 1 事件の表示 1171157年畳    m第4486!2発明の塩
称  透水性シート 3、 補正をする者 事件との関係  轡許出1[人 住所 (044)旭〆り株弐金社 氏  名(名称) 4、代理人 氏 名  (700?)  弁瑠士 久 門    −
5補正命令の日付  自発補正 6 袖正により増加する発明の数 明細書の特許請求の範囲の欄を次の通り訂正f3゜「(
1)  表蟲交亙に窪んで形成される多数の独立突起を
有するシートであって、このシートの独立央起郁に多数
の貫通孔を有しているととv4I黴とする透水性シート
。 (2)独立突起の高さと底部の最大寸法との比が2;1
よりも小である特許請求の範囲111項記載の透水性シ
ート。 (!1)独立突起の上部が平坦である特許請求の範囲第
1現記−の透水性シート。 (4)独立突起が截頭錐形または半円球の形状である特
許請求の範囲IIE1項記載の透水性シート。 (5)多数の独立111起の高さが表裏均一である特許
請求の範S第1項記載の透水性シート。 :1・ (6)貫通孔が独立突起の上部、側部および底部に存す
る特許請求の範11111項記載の透水性シート。」 明細書、嬉2頁II6行目を以下の通りに訂正する。 「 この発明は主に土木工事における排水材あるい%1
土の補強活勢に使用される」& 明細書、wL7頁第7
行目と第8行目の間に以下の文章な挿入する。 「 その他冷嬌可能な金属板、例え&f、鋼板。 アルミエフ五坂に多数の孔を穿けたノ(ンチドメタルあ
るいはメタルラスが使用できる。 さらに金属線による綱も原材料シートとして用いること
ができる。」 4 明細書、第7頁第19行目と末行目との間に以下の
文章を挿入する。 「 金属な素材とする原材料シー) #−らも上記と同
様の方法で加工ができるが、こf)場合には加熱は不用
である。」 & 明細書、第10頁第6行目と第4行目の間に以下の
文章を挿入する。 「 また1本発明の透水性シートを盛土尋の土中に埋設
することによって土を補強することもできる。」
FIG. 1 shows a part of the water-permeable sheet of the present invention.
ffi There are two chain chains, one side view of the hand. Figure 3 shows a rounded raw material sheet for forming the water-permeable sheet of the present invention, with lines AA and B- in Figure 4 and Figure 5, respectively.
It is a sectional view of B. Figure 6 is the previous version with the through holes omitted from Figure 1;
The figure is a new view, and the striped figure 8 is a perspective view of the raw material sheet before forming. l...Water-permeable sheet 2...Independent protrusion 3...Through hole Figure 1 Figure 2 Figure 4 Figure 6 Figure 8 Procedural amendment, June 25, 1939 Director General of the Patent Office 1 Display of case 1171157 Tatami m No. 4486!2 Salt name of the invention Water permeable sheet 3, Person making the amendment Relationship with the case 1 [Person Address (044) Asahi Shizurikatsu Nikinsha Name (Name) 4. Agent name (700?) Benrushi Hisamon -
5 Date of amendment order Voluntary amendment 6 Number of inventions increased due to sleeve correction The scope of claims column of the specification is corrected as follows f3゜(
1) A water-permeable sheet having a large number of independent protrusions formed in depressions at the surface and a large number of through holes at the independent center of the sheet. (2) The ratio between the height of the independent protrusion and the maximum dimension of the bottom is 2;1
112. The water-permeable sheet according to claim 111, which is smaller than . (!1) The water-permeable sheet according to claim 1, in which the upper portions of the independent protrusions are flat. (4) The water-permeable sheet according to claim IIE1, wherein the independent protrusions have a truncated pyramid shape or a semicircular shape. (5) The water-permeable sheet according to claim S, wherein the heights of the large number of independent 111 elements are uniform on the front and back sides. :1. (6) The water permeable sheet according to claim 11111, wherein the through holes are present at the top, side and bottom of the independent protrusion. ” The specification, page 2, line 6, is corrected as follows. "This invention is mainly used as a drainage material in civil engineering work or
Used for reinforcing and activating soil” & Specification, wL7 page 7
Insert the following text between line 8 and line 8. "Other metal plates that can be cooled, such as steel plates. Tied metal or metal lath with a large number of holes drilled in aluminum F. Insert the following sentence between page 7, line 19 and the last line of the book. ), heating is unnecessary.''& Insert the following sentence between lines 6 and 4 on page 10 of the specification. "Also, by burying the water-permeable sheet of the present invention in the soil of an embankment, the soil can be reinforced."

Claims (1)

【特許請求の範囲】 (1)  表裏交互に窪んで形成される多数O独立突起
を 1有するシートであって、ζOシートO1k立立起
起部多数の貫通孔を有していることを特徴とする透水性
シート。 (2)独立突起の高官と底部の最大寸法径との比が2=
1よシも小である特許請求OSm第1項記載の透水性シ
ート。 (3)  独立突起の上部が平坦である特許請求0g1
ll第1項記載の透水性シート。 (4)独立突起が截屓錐形tたは半円球O形状である特
許請求の範囲第1項記載の神木性シート。 (8)  多数の独立央起O高さが表裏均一である特許
請求の範囲第1項記載O透水性シート。 (6)貫通孔が独立突起の上部、側部および底部に存す
る特許請求aSS第1項記載の透水性シート。 (7)シートの素材が硬質ポリ塩化ビニル、ポリエチレ
ン、ポリエチレン、ポリスチレン、ポリカーゼネート、
ポリ塩化ビニリデン、ナイ四ン、又はポリエステルであ
る特許請求oats第1項記載の透水性シート。
[Scope of Claims] (1) A sheet having a large number of O independent protrusions formed by recesses on the front and back sides, characterized by having a large number of through holes in the upright portion of the ζO sheet O1k. Water permeable sheet. (2) The ratio of the maximum dimension diameter of the upper part of the independent protrusion to the bottom part is 2 =
The water-permeable sheet according to claim 1 of patent claim OSm, which is smaller than 1. (3) Patent claim 0g1 in which the upper part of the independent protrusion is flat
The water-permeable sheet according to item 1. (4) The sacred wood sheet according to claim 1, wherein the independent protrusions have a truncated conical shape or a semicircular O shape. (8) A water-permeable sheet according to claim 1, wherein the heights of the large number of independent centers are uniform on both sides. (6) The water-permeable sheet according to claim aSS, wherein the through holes are present at the top, side, and bottom of the independent protrusion. (7) The material of the sheet is hard polyvinyl chloride, polyethylene, polyethylene, polystyrene, polycarbonate,
The water-permeable sheet according to claim 1, which is made of polyvinylidene chloride, polyester, or polyester.
JP668882A 1982-01-18 1982-01-18 TOSUISEISHIITO Expired - Lifetime JPH0236726B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP668882A JPH0236726B2 (en) 1982-01-18 1982-01-18 TOSUISEISHIITO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP668882A JPH0236726B2 (en) 1982-01-18 1982-01-18 TOSUISEISHIITO

Publications (2)

Publication Number Publication Date
JPS58123914A true JPS58123914A (en) 1983-07-23
JPH0236726B2 JPH0236726B2 (en) 1990-08-20

Family

ID=11645289

Family Applications (1)

Application Number Title Priority Date Filing Date
JP668882A Expired - Lifetime JPH0236726B2 (en) 1982-01-18 1982-01-18 TOSUISEISHIITO

Country Status (1)

Country Link
JP (1) JPH0236726B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0259166A2 (en) * 1986-09-05 1988-03-09 Leucadia Inc Plastic matting for erosion control and revegetation
JPS6370710A (en) * 1986-09-05 1988-03-30 リユ−カデイア インコ−ポレ−テツド Molded corrugated resin net for drain
CN103397614A (en) * 2013-07-02 2013-11-20 沈阳农业大学 Stone cage check dam used for mountainous area erosion gully control
CN107558451A (en) * 2017-09-26 2018-01-09 界首市高丰农业专业合作社 A kind of drainage waterlogging prevention device based on sesame plantation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0259166A2 (en) * 1986-09-05 1988-03-09 Leucadia Inc Plastic matting for erosion control and revegetation
JPS6370710A (en) * 1986-09-05 1988-03-30 リユ−カデイア インコ−ポレ−テツド Molded corrugated resin net for drain
EP0259166A3 (en) * 1986-09-05 1989-09-27 Leucadia Inc Plastic matting for erosion control and revegetation
CN103397614A (en) * 2013-07-02 2013-11-20 沈阳农业大学 Stone cage check dam used for mountainous area erosion gully control
CN107558451A (en) * 2017-09-26 2018-01-09 界首市高丰农业专业合作社 A kind of drainage waterlogging prevention device based on sesame plantation

Also Published As

Publication number Publication date
JPH0236726B2 (en) 1990-08-20

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