JPS6353332B2 - - Google Patents

Info

Publication number
JPS6353332B2
JPS6353332B2 JP6022380A JP6022380A JPS6353332B2 JP S6353332 B2 JPS6353332 B2 JP S6353332B2 JP 6022380 A JP6022380 A JP 6022380A JP 6022380 A JP6022380 A JP 6022380A JP S6353332 B2 JPS6353332 B2 JP S6353332B2
Authority
JP
Japan
Prior art keywords
peaks
dimensional network
ridges
network structure
large number
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
Application number
JP6022380A
Other languages
Japanese (ja)
Other versions
JPS56156326A (en
Inventor
Michio Kagau
Mitsuo Ito
Tadao Furukawa
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.)
Daiwa Boseki KK
Original Assignee
Daiwa Boseki 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 Daiwa Boseki KK filed Critical Daiwa Boseki KK
Priority to JP6022380A priority Critical patent/JPS56156326A/en
Publication of JPS56156326A publication Critical patent/JPS56156326A/en
Publication of JPS6353332B2 publication Critical patent/JPS6353332B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、山の切取斜面、盛土による道路、土
堤等の法面の強化、あるいはトンネルや堤防等の
コンクリート擁壁の裏面、暗渠等の排水施設等に
用いられるマツト状の立体網状構造物に関するも
のである。
[Detailed Description of the Invention] The present invention can be used for reinforcing slopes such as cut slopes of mountains, roads with embankments, earthen embankments, etc., the back of concrete retaining walls such as tunnels and embankments, and drainage facilities such as culverts. This invention relates to a pine-like three-dimensional network structure.

従来、上記した法面強化材あるいは排水材とし
ては、天然繊維、合成繊維、等の剛毛繊維を接着
剤で接着強化した多孔質マツト状構造物や太繊度
の合成繊維ニードルフエルトなどが使用されてい
る。
Conventionally, porous pine-like structures made by bonding and strengthening bristle fibers such as natural fibers and synthetic fibers with adhesives, and thick synthetic fiber needle felts have been used as the above-mentioned slope reinforcement materials or drainage materials. There is.

しかしながらこれらのマツト状あるいはシート
状構造物は法面の強化材としては土壌との接合性
が不充分であり滑落し易いため長期間の安定性に
乏しく、また排水材としては土圧に対する圧縮抵
抗が充分でないため圧縮変形が生じ易く、通水路
が収縮されて排水能の低下をきたすという欠点が
みられる。
However, these pine-like or sheet-like structures have poor long-term stability as reinforcement materials for slopes because they have insufficient bonding properties with the soil and tend to slide down, and as drainage materials they have poor compressive resistance to earth pressure. Because of insufficient water pressure, compressive deformation is likely to occur, and the water passageway is contracted, resulting in a decrease in drainage capacity.

本発明は上述した欠点を改善することを目的と
してなされたものであり、厚さに対する面積重量
が極めて小さく、土壌との接合性および通水性が
良好であり、圧縮強度に富んだ網状のマツト状構
造物を提供せんとするものであつて、直径が0.1
〜1.5m/mの多数の合成重合体連続線条の各々が
不規則なループをなして相互に交差しながら山部
と谷部を形成するように厚み方向に屈曲して一方
から他方に延び、かつ該多数の合成重合体連続線
条をそれぞれの交差点において相互に接着してな
る空隙率90%以上の網状のマツト状構造物にし
て、該構造物の表面にはほぼ直角方向に屈曲しな
がら延びる多数に畝状の山部と該山部間において
窪んだ溝状の谷部が形成され、該山部および谷部
は裏面において谷部および山部を形成してなるこ
とを特徴としているものである。
The present invention has been made with the aim of improving the above-mentioned drawbacks, and has a net-like pine-like structure that has an extremely small area weight relative to its thickness, has good bondability with soil and water permeability, and has high compressive strength. A device intended to provide a structure with a diameter of 0.1
A large number of continuous synthetic polymer filaments of ~1.5 m/m each form irregular loops and intersect with each other, bending in the thickness direction to form peaks and valleys and extending from one side to the other. , and the large number of continuous synthetic polymer filaments are bonded to each other at their intersections to form a net-like pine-like structure with a porosity of 90% or more, and the surface of the structure is bent approximately at right angles. The invention is characterized in that a large number of ridge-like ridges extending along the ridges and groove-like troughs are formed between the ridges, and the ridges and troughs form troughs and ridges on the back surface. It is something.

以下実施例を示した図面について説明すると、
第1図において、1は立体網状構造物であつて、
該構造物1は直径が0.1〜1.5m/mの合成重合体の
連続線条2、例えばポリエチレン、ポリプロピレ
ン、ポリエステル、あるいはポリアミド等の単独
重合体またはその共重合体の連続線条によつて構
成され、これらの合成重合体連続線条2の多数が
該構造物1中において個々にそれぞれ不規則なル
ープ3,3をなして相互に交差し、かつ厚み方向
に屈曲して山部と谷部を形成しながら該構造物1
の長さ方向の一方から他方へ延びており、該連続
線条2はそれぞれの交差点4,4において接着さ
れ、かくして一体化された空隙率90%以上を有す
る網状のマツト状形態をなしている。
The drawings showing the embodiments will be explained below.
In FIG. 1, 1 is a three-dimensional network structure,
The structure 1 is composed of a continuous filament 2 of a synthetic polymer having a diameter of 0.1 to 1.5 m/m, for example, a continuous filament of a homopolymer or a copolymer thereof such as polyethylene, polypropylene, polyester, or polyamide. A large number of these synthetic polymer continuous filaments 2 individually form irregular loops 3, 3 in the structure 1, intersect with each other, and are bent in the thickness direction to form peaks and valleys. While forming the structure 1
The continuous filaments 2 extend from one side to the other in the length direction, and the continuous filaments 2 are bonded at respective intersections 4, 4, thus forming an integrated net-like mat-like form having a porosity of 90% or more. .

本発明による上記構造物1の表面には、ほぼ直
角方向に屈曲しながら延びる多数の畝状の山部
5,5と、該山部5,5間において窪んだ溝状の
谷部6,6が形成されており、表面側の該山部
5,5および谷部6,6は裏面側において谷部
6′,6′および5′,5′を形成し、表面側および
裏面側は共に実質的に同様な起伏を有する構造を
なしている。
The surface of the structure 1 according to the present invention has a large number of ridge-like peaks 5, 5 that extend while being bent in a substantially perpendicular direction, and groove-like valleys 6, 6 that are depressed between the peaks 5, 5. are formed, and the peaks 5, 5 and valleys 6, 6 on the front side form valleys 6', 6' and 5', 5' on the back side, and both the front side and the back side are substantially It has a structure with similar undulations.

第2図は第1図に示した構造物1における山部
5,5を破線でもつて平面的に表示したものであ
つて、この実施例における山部5は見掛けの山幅
寸法よりも数倍長い部分5Aと上記谷部6を横切
る短い部分5Bとからなり、ほぼ直角方向にジグ
ザグ状に屈曲しながら連続して延びている。また
第3図は上記した山部5の少なくとも長い部分5
Aを構造物1の幅方向に対して傾斜させて形成し
た態様を示したものである。
FIG. 2 is a plan view showing the peaks 5, 5 in the structure 1 shown in FIG. 1 using broken lines, and the peaks 5 in this embodiment are several times larger than the apparent peak width. It consists of a long portion 5A and a short portion 5B that crosses the valley portion 6, and extends continuously while being bent in a zigzag shape approximately at right angles. In addition, FIG. 3 shows at least the long portion 5 of the mountain portion 5 mentioned above.
This figure shows an embodiment in which A is formed to be inclined with respect to the width direction of the structure 1.

第4図は上記した山部5をL字状に屈曲させて
ジグサグな階段状に形成することにより幅方向に
延びる山部5と長さ方向に延びる山部5がほぼ直
角をなしている態様を示したものであり、この実
施例においては前記した実施例におけるよりも更
に剛直性に富んだ構造物1が得られる。
FIG. 4 shows an embodiment in which the above-mentioned ridge portion 5 is bent into an L-shape and formed into a zigzag step shape, so that the ridge portion 5 extending in the width direction and the ridge portion 5 extending in the length direction are approximately at right angles. In this example, a structure 1 having higher rigidity than in the above-mentioned example can be obtained.

本発明における立体網状構造物は、合成重合体
を溶融状態にて孔径が約0.3〜2.0m/mの紡糸孔列
を備えた紡糸口金から連続線条として紡出し、該
紡糸口金の下方に、表面に直角方向に屈曲しなが
ら延びる畝状の山部と該山部間において窪んだ溝
状の谷部を備えた搬送体を配して該搬送体を紡糸
線条群の落下速度よりも小さい速度で水平方向に
移動させ、該紡糸口金から紡糸垂下された線条群
が溶融状態を呈している間に該搬送体上に自然落
下せしめて紡出線条群に不規則なループを画かし
めながら該搬送体の表面形状に沿つて紡出線条群
が山部と谷部を形成するように屈曲させて集積
し、それぞれの交差点において自己融着せしめた
のち冷却するという方法によつて能率的に得るこ
とができる。また上記した連続線条には、融点の
異なる2種の合成重合体を別々の押出機から溶融
状態で押出して共通の紡糸孔より少なくとも低融
点重合体が線条の表面に配置されるように芯鞘状
または背腹状となるように紡出した複合連続線条
を用いてもよい。かかる複合連続線条を使用し前
記したごとく搬送体上に自然落下させて立体網状
構造物を形成した場合、線条相互の自己接着力が
充分でなかつたとしても、2種の合成重合体のう
ちの低融点重合体の融点以上、高融点重合体の融
点未満の温度でもつて該構造物を加熱することに
よつて線条群の交差点を強固に結合することがで
きる。また前述した単一合成重合体またはその共
重合体を使用して得られた構造物において自己接
着力が不充分な場合には、接着剤を用いて線条群
の交差点を結合させるとよい。
The three-dimensional network structure in the present invention is produced by spinning a synthetic polymer in a molten state into continuous filaments from a spinneret equipped with a row of spinning holes with a pore diameter of about 0.3 to 2.0 m/m, A conveying body having ridge-like crests extending while bending in a right angle direction on the surface and groove-like troughs concave between the crests is disposed, and the conveying body is moved at a rate lower than the falling speed of the spun filament group. The spun filaments are moved horizontally at a high speed, and while the filaments suspended from the spinneret are in a molten state, they are allowed to fall naturally onto the carrier to form irregular loops in the spun filaments. However, the spun filaments are bent and accumulated to form peaks and valleys along the surface shape of the carrier, self-fused at each intersection, and then cooled. can be obtained. Furthermore, the continuous filaments described above are produced by extruding two types of synthetic polymers with different melting points in a molten state from separate extruders so that at least the low melting point polymer is disposed on the surface of the filaments through a common spinning hole. A composite continuous filament spun to have a core-sheath shape or a dorsal-ventral shape may also be used. When such a composite continuous filament is used and allowed to fall naturally onto a carrier as described above to form a three-dimensional network structure, even if the self-adhesion between the filaments is not sufficient, the bond between the two synthetic polymers By heating the structure at a temperature higher than the melting point of the low melting point polymer and lower than the melting point of the high melting point polymer, the intersections of the filament groups can be firmly bonded. Furthermore, if the structure obtained using the single synthetic polymer or its copolymer described above does not have sufficient self-adhesive strength, it is preferable to bond the intersections of the groups of lines using an adhesive.

立体網状構造物1の山部5の高さ、直線的に延
びる部分の長さ、山部5と谷部6の断面形状、あ
るいは連続線条の太さなどは、該構造物の用途、
使用者側の要望等によつて任意に選定されるもの
であるが、山部5の高さ、即ち見掛けの厚さ寸法
は、土壌法面の強化材、土壌水の排水材等の用途
上の機能からみて約10〜50m/m程度が好ましく、
また連続線条の太さは0.1〜1.5m/m程度が強度や
経済的な面からみて好適である。そして該構造物
1は、 空隙率(%)=1000000−構造物の重量g/m3/線条の
比重/1000000×100 が90%以上、好ましくは95%以上である剛直性に
富んだ嵩高なマツト状をなしている。
The height of the peaks 5 of the three-dimensional network structure 1, the length of the linearly extending portions, the cross-sectional shapes of the peaks 5 and valleys 6, the thickness of the continuous filaments, etc., depend on the use of the structure,
Although it is arbitrarily selected depending on the user's request, the height of the mountain portion 5, that is, the apparent thickness dimension is determined based on the purpose of use as a reinforcement material for soil slopes, a drainage material for soil water, etc. Approximately 10 to 50 m/m is preferable in terms of the function.
Further, the thickness of the continuous filaments is preferably about 0.1 to 1.5 m/m from the viewpoint of strength and economy. The structure 1 is a bulky structure with high rigidity in which porosity (%) = 1000000 - weight of structure g/m 3 / specific gravity of filament / 1000000 x 100 is 90% or more, preferably 95% or more. It has a pine-like shape.

また上記したマツト状の構造物1を2枚以上重
ね合せて排水部材に供する場合には、第3図に示
したごとく山部5を該構造物1の幅方向に傾斜さ
せて設けることが望ましく、それによつて該構造
物1を所定の大きさに切断した後にその表裏面を
それぞれ対面させた場合、対面部における山部
5,5が相互に交差して一方の山部が他方の谷部
に嵌入することが回避でき実質的に単一構造物の
厚さの整数倍に相当する厚さ寸法を有する積層構
造物を得ることができる。本発明の立体網状構造
物の具体的実施例および機能を示せば次の通りで
ある。
In addition, when two or more of the above-mentioned pine-like structures 1 are stacked one on top of the other to serve as a drainage member, it is preferable to provide the peaks 5 so as to be inclined in the width direction of the structure 1 as shown in FIG. Therefore, when the structure 1 is cut into a predetermined size and its front and back surfaces are made to face each other, the peaks 5, 5 in the facing portions intersect with each other, and one peak crosses the valley of the other. It is possible to obtain a laminated structure having a thickness dimension substantially corresponding to an integral multiple of the thickness of a single structure. Specific examples and functions of the three-dimensional network structure of the present invention are as follows.

形成すべき立体網状構造物と相似した谷部およ
び山部を備えてなる移動搬送体上に、孔径が1.0
m/mの紡糸孔を間隔をおいて多数配設された紡
糸口金を用いてプロピレンと少量のエチレンの共
重合体を溶融紡糸し、紡出線条が未だ固化せざる
うちに搬送体上に集積し自己接着せしめて下記形
態の立体網状構造物を成型した。(第5図参照) 山部の高さ(H)…………約25m/m 山部の間隔(P)…………約22m/m 山部側面の傾斜角(A)…約80度 山部の屈曲連なり形状……第2図に示したごと
く長い部分5Aと短い部分5Bとが直角に屈曲し
て延びるジグザグ状であつて、長い部分5Aの長
さが約50m/m、短い部分5Bの長さが約22m/m 連続線条の太さ……………直径1.1m/m 構造物の空隙率……………約96.5% 構造物の重量………………934g/m2 かかる構造物は見掛けの空隙率が極めて大きい
にも拘らず歪み率20%となる荷重が約6000Kg/m2
であつて高い圧縮抵抗を有している。
A pore size of 1.0 is placed on a moving conveyor body comprising valleys and peaks similar to the three-dimensional network structure to be formed.
A copolymer of propylene and a small amount of ethylene is melt-spun using a spinneret equipped with a large number of spinning holes spaced at m/m intervals, and the spun filaments are spun onto a conveyor before they solidify. They were assembled and self-adhesive to form a three-dimensional network structure of the form described below. (See Figure 5) Height of peaks (H)...Approx. 25m/m Distance between peaks (P)...Approx. 22m/m Angle of inclination of sides of peaks (A)...Approx. 80 degrees Continuous curved shape of the mountain portion... As shown in Fig. 2, the long portion 5A and the short portion 5B are bent at right angles and extend in a zigzag shape, with the length of the long portion 5A being approximately 50 m/m and the short portion being approximately 50 m/m long. Length of 5B is approx. 22m/m Thickness of continuous filaments: 1.1m/m in diameter Porosity of structure: approx. 96.5% Weight of structure: 934g/ m 2 Although the apparent porosity of such a structure is extremely large, the load at which the strain rate is 20% is approximately 6000 Kg/m 2
and has high compression resistance.

ちなみに上記と同じ合成重合体の連続線条をラ
ンダム成型してなる空隙率約94%の多孔質マツト
状構造物においては、約2000Kg/m2の荷重下にお
いて歪み率は20%を越えた。
Incidentally, in a porous mat-like structure with a porosity of about 94% made by randomly molding continuous filaments of the same synthetic polymer as above, the strain rate exceeded 20% under a load of about 2000 kg/m 2 .

以上詳述したように本発明による立体網状構造
物は、直径0.1〜1.5m/mの多数の合成重合体連続
線条2,2の各々が不規則なループ3,3をなし
て相互に交差しながら山部と谷部を形成するよう
に厚み方向に屈曲して一方から他方に延び、かつ
該多数の合成重合体連続線条2,2をそれぞれの
交差点4,4において相互に接着してなる空隙率
90%以上の網状のマツト状構造物にして、該構造
物1の表面にはほぼ直角方向に屈曲しながら延び
る多数の畝状の山部5,5と該山部5,5間にお
いて窪んだ溝状の谷部6,6が形成され、該山部
5および谷部6は裏面において谷部6′および山
部5′を形成してなるものである。したがつて該
構造物1の表面および裏面は共に起伏に富み、か
つ山部5および谷部6を有しているため、該構造
物1を法面へ敷設した際における土壌との摩擦係
合性が良好となり、法面強化材として極めて好適
である。また該構造物1は空隙率の大きい網状構
造であるから排水材としての機能も有効に発揮さ
れる。その上該構造物1の表裏面には一方から他
方に向かつて連続して延びる多数の山部5および
谷部6を有し、該構造物1を構成する連続線条は
その直径が0.1〜1.5m/mと比較的大きく、構造物
1の切断端部を除いた部分には線条端が全く存在
せず、山部5および谷部は連続した線条群の屈折
によつて形成され、かつ線条相互間の交差点が接
着固定されているから、厚さ方向の圧力による山
部5の変形が少なく、偏平化して山部間隔が広が
るという現象が防止される。したがつて天然繊
維、合成繊維等の剛毛繊維をランダムにマツト状
に集積して接着剤を付与してなる従来の排水材に
比し、空隙率の大きい網状構造でありながら土圧
等に対する圧縮抵抗は非常に大きく、本発明の構
造物を排水材として用いた場合、土圧等に充分耐
え通水路が縮少されることなく長期間に亘り良好
な排水機能を維持することができる。
As detailed above, in the three-dimensional network structure according to the present invention, a large number of continuous synthetic polymer filaments 2, 2 each having a diameter of 0.1 to 1.5 m/m form irregular loops 3, 3 and intersect with each other. while bending in the thickness direction so as to form peaks and valleys and extending from one side to the other, and the large number of continuous synthetic polymer filaments 2, 2 are bonded to each other at respective intersections 4, 4. The porosity becomes
A pine-like structure having a net shape of 90% or more, the surface of the structure 1 has a large number of ridge-like peaks 5, 5 that extend while bending in an almost right angle direction, and a depression between the peaks 5, 5. Groove-like valleys 6, 6 are formed, and the peaks 5 and 6 form valleys 6' and peaks 5' on the back surface. Therefore, both the front and back surfaces of the structure 1 are uneven and have peaks 5 and valleys 6, which prevents frictional engagement with the soil when the structure 1 is laid on a slope. It has good properties and is extremely suitable as a slope reinforcement material. Furthermore, since the structure 1 has a network structure with a high porosity, it also effectively functions as a drainage material. Furthermore, the front and back surfaces of the structure 1 have a large number of peaks 5 and troughs 6 that continuously extend from one side to the other, and the continuous filaments forming the structure 1 have a diameter of 0.1~ It is relatively large at 1.5 m/m, and there are no filament ends in the part of structure 1 except for the cut edge, and the peaks 5 and valleys are formed by the refraction of continuous filament groups. , and because the intersections between the filaments are adhesively fixed, the deformation of the ridges 5 due to pressure in the thickness direction is small, and the phenomenon of flattening and widening of the ridge intervals is prevented. Therefore, compared to conventional drainage materials that are made by randomly accumulating bristle fibers such as natural fibers and synthetic fibers into mats and applying adhesives, the structure has a network structure with a high porosity, but it is more resistant to compression against earth pressure, etc. The resistance is very high, and when the structure of the present invention is used as a drainage material, it can sufficiently withstand earth pressure, etc., and can maintain good drainage function for a long period of time without reducing the water passageway.

本発明の立体網状構造物を排水材として使用す
るに際しては、長尺な該構造物を所望の幅寸法と
長さ寸法に裁断してその長さ方向の両端を開放端
として天然繊維や合成繊維等からなるフエルト状
シートあるいは布帛で被覆して使用するのが有効
である。またある種の用途においては厚みの比較
的大なる排水材が要求されるが、かかる場合、例
えば第6図に示したごとく前記した山部を幅方向
に対して傾斜して形成した立体網状構造物の数枚
を互いにその接触面において山部が交差するよう
に重ね合せ、その周囲にフエルト状シートY1
0、あるいは布帛を巻回被覆することによつて、
耐圧性を有した所望厚みの排水材となすことがで
きる。このようにして得られた排水材は軽量であ
り通水間隙が極めて大きい。
When using the three-dimensional network structure of the present invention as a drainage material, the long structure is cut into desired width and length dimensions, and both lengthwise ends are left open so that natural fibers or synthetic fibers are used. It is effective to use it by covering it with a felt-like sheet or cloth made of, for example. In addition, in some applications, relatively thick drainage materials are required, and in such cases, for example, as shown in FIG. Lay several sheets of objects on top of each other so that their ridges intersect on their contact surfaces, and place a felt-like sheet Y1 around them.
0, or by winding and covering the fabric.
It can be made into a drainage material with pressure resistance and a desired thickness. The drainage material thus obtained is lightweight and has an extremely large water passage gap.

更にまた本発明におけつ立体網状構造物はその
表面に、フエルト状シートあるいは布帛を接着せ
しめるに極めて好都合である。即ち該構造物の表
面には屈曲して畝状に延びる多数の山部を有して
いるから接着すべきフエルト状シートあるいは布
帛は上記山部の頂部ラインによつて支持され、し
たがつて該頂部ラインに沿つて該構造物とフエル
ト状シートあるいは布帛とを熱融着または接着剤
による接着が可能となり強固な結合が達成され
る。このように上面にフエルト状シートあるいは
布帛が積層固着された構造物は、傾斜地における
法面の強化材ばかりでなく軟質地盤の安定化用マ
ツト等として好適となる。
Furthermore, the three-dimensional network structure of the present invention is extremely convenient for adhering a felt sheet or cloth to its surface. That is, since the surface of the structure has a large number of curved peaks extending in the form of ridges, the felt sheet or fabric to be bonded is supported by the top lines of the peaks, and therefore The structure and the felt sheet or fabric can be bonded by heat fusion or adhesive along the top line to achieve a strong bond. A structure having a felt sheet or fabric laminated and fixed on the upper surface in this manner is suitable not only as a reinforcing material for slopes on slopes but also as a stabilizing mat for soft ground.

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

図面は本発明の実施例を示したものであつて、
第1図は斜視図、第2図は山部を破線で表示した
簡略平面図、第3図および第4図は山部形成の他
の実施例を示したそれぞれ簡略平面図、第5図は
厚さ方向の断面形状を略示した側面図、そして第
6図は排水材としての利用態様を示した断面斜視
図である。 1は立体網状構造体、2は連続線条、3はルー
プ、4は交差点、5および6は表面側の山部およ
び谷部、5′および6′は裏面側の山部および谷
部。
The drawings show embodiments of the invention,
Fig. 1 is a perspective view, Fig. 2 is a simplified plan view with peaks indicated by broken lines, Figs. 3 and 4 are simplified plan views showing other embodiments of forming the peaks, and Fig. 5 is FIG. 6 is a side view schematically showing the cross-sectional shape in the thickness direction, and FIG. 6 is a cross-sectional perspective view showing how it is used as a drainage material. 1 is a three-dimensional network structure, 2 is a continuous filament, 3 is a loop, 4 is an intersection, 5 and 6 are peaks and valleys on the front side, and 5' and 6' are peaks and valleys on the back side.

Claims (1)

【特許請求の範囲】 1 直径0.1〜1.5m/mの多数の合成重合体連続線
条の各々が不規則なループをなして相互に交差し
ながら山部と谷部を形成するように厚み方向に屈
曲して一方から他方に延び、かつ該多数の合成重
合体連続線条をそれぞれの交差点において相互に
接着してなる空隙率90%以上の網状のマツト状構
造物にして、該構造物の表面にはほぼ直角方向に
屈曲しながら延びる多数の畝状の山部と該山部間
において窪んだ溝状の谷部が形成され該山部およ
び谷部は裏面において谷部および山部を形成して
なる立体網状構造物。 2 上記山部が見掛けの山幅よりも数倍長い部分
と上記谷部を横切る短い部分とからなる上記特許
請求の範囲第1項記載の立体網状構造物。 3 上記山部の長い部分が構造物の幅方向に対し
て傾斜して延びている上記特許請求の範囲第2項
記載の立体網状構造物。 4 上記山部がジグザグな階段状に延びている上
記特許請求の範囲第1項記載の立体網状構造物。
[Claims] 1. A large number of continuous synthetic polymer filaments each having a diameter of 0.1 to 1.5 m/m form irregular loops and intersect with each other in the thickness direction to form peaks and valleys. A net-like mat-like structure with a porosity of 90% or more is formed by bending the fibers and extending from one side to the other, and bonding the large number of continuous synthetic polymer filaments to each other at their respective intersections. On the surface, a large number of ridge-like ridges extending while bending in an approximately right angle direction and groove-like valleys are formed between the ridges, and the ridges and troughs form troughs and ridges on the back surface. A three-dimensional network structure made of 2. The three-dimensional network structure according to claim 1, wherein the ridge portion is comprised of a portion that is several times longer than the apparent ridge width and a shorter portion that crosses the trough portion. 3. The three-dimensional network structure according to claim 2, wherein the long portions of the mountain portions extend obliquely with respect to the width direction of the structure. 4. The three-dimensional network structure according to claim 1, wherein the mountain portion extends in a zigzag step shape.
JP6022380A 1980-05-06 1980-05-06 Three-dimensional network structure Granted JPS56156326A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6022380A JPS56156326A (en) 1980-05-06 1980-05-06 Three-dimensional network structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6022380A JPS56156326A (en) 1980-05-06 1980-05-06 Three-dimensional network structure

Publications (2)

Publication Number Publication Date
JPS56156326A JPS56156326A (en) 1981-12-03
JPS6353332B2 true JPS6353332B2 (en) 1988-10-24

Family

ID=13135944

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6022380A Granted JPS56156326A (en) 1980-05-06 1980-05-06 Three-dimensional network structure

Country Status (1)

Country Link
JP (1) JPS56156326A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10227033A (en) * 1997-02-14 1998-08-25 Daiwabo Co Ltd Impervious vegetation block material
JPH10252087A (en) * 1997-03-13 1998-09-22 Daiwabo Co Ltd Earth retaining material with drainage function
JP2006283278A (en) * 2005-03-31 2006-10-19 Daiwabo Co Ltd Water cutoff vegetative base material
JP2014077256A (en) * 2012-10-09 2014-05-01 Daiwabo Holdings Co Ltd Tunnel drainage material

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4965097A (en) * 1989-01-11 1990-10-23 Reynolds Consumer Products, Inc. Texturized cell material for confinement of concrete and earth materials
CA2174355C (en) * 1993-10-29 2005-04-12 Marc S. Theisen High profile geotextile fabrics

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10227033A (en) * 1997-02-14 1998-08-25 Daiwabo Co Ltd Impervious vegetation block material
JPH10252087A (en) * 1997-03-13 1998-09-22 Daiwabo Co Ltd Earth retaining material with drainage function
JP2006283278A (en) * 2005-03-31 2006-10-19 Daiwabo Co Ltd Water cutoff vegetative base material
JP2014077256A (en) * 2012-10-09 2014-05-01 Daiwabo Holdings Co Ltd Tunnel drainage material

Also Published As

Publication number Publication date
JPS56156326A (en) 1981-12-03

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