JPH0317303A - Surface longer body consisting of polyoxymethylene fiber body - Google Patents

Surface longer body consisting of polyoxymethylene fiber body

Info

Publication number
JPH0317303A
JPH0317303A JP1149496A JP14949689A JPH0317303A JP H0317303 A JPH0317303 A JP H0317303A JP 1149496 A JP1149496 A JP 1149496A JP 14949689 A JP14949689 A JP 14949689A JP H0317303 A JPH0317303 A JP H0317303A
Authority
JP
Japan
Prior art keywords
polyoxymethylene
road
asphalt
tensile modulus
grid
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
JP1149496A
Other languages
Japanese (ja)
Inventor
Masahiro Hiroshima
広島 政広
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 Chemical Industry Co Ltd
Original Assignee
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 Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP1149496A priority Critical patent/JPH0317303A/en
Publication of JPH0317303A publication Critical patent/JPH0317303A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To make it possible to lay a longer surface body as a reinforcing material on a road, soil, etc., by forming polyoxymethylene fiber bodies having the tension elastic modulus higher than a specific value into the longer surface body of thermoplastic resin. CONSTITUTION:Five polyoxymethylene fiber bodies with 0.5mm of the external diameter and having the tension elastic modulus higher than 20GPa, such as 40GPa, are arranged in a row, and they are formed into a surface longer body of thermoplastic resin such as vinyl chloride resin by a grid process. It is laid on a road, concrete and soil. According to the constitution, the generation of cracks in the road can be prevented, and the road life can be extended.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はアスファルト、コンクリート、土壌等の補強材
料に好適なポリオキシメチレン線条体と熱可塑性樹脂か
らなる面状長尺体に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a planar elongated body made of a polyoxymethylene filament and a thermoplastic resin, which is suitable for reinforcing materials such as asphalt, concrete, and soil. .

〔従来の技術〕[Conventional technology]

アスファルト、コンクリート、土壌の補強材料として各
種繊維材料が用いられている。アスファルト合材の補強
材料として繊維を用いる例としては特開昭52−892
14号公報にアスファルト合材に合戒繊維製編組網地を
埋設することを特徴とするアスファルト道路の舗装方法
が開示されている。該公報においてアスファルト合材の
クランクや陥没防止のために合戒繊維製編組網地を埋設
すると記載されている。但し、ここで用いる合威繊維の
素材としてはナイロン・ポリエステル繊維が好まし< 
、5000デニール以上の合戒繊維をもって、そのまま
網地を形威させるとしている。この場合、使用している
合成繊維そのものの引張弾性率が低いためにアスファル
ト合材の補強効果は小さい↓このような合戒繊維を用い
た場合、ひび割れには若干の効果があるが、特に夏場の
アスファルトに対する轍防止には合戒繊維の引張弾性率
が低いため効果が少ない。さらに合威繊維の集合体その
ものから網地を形威させるため綱地の表面にフィラメン
トがそのまま露出するため繊維が単糸切れしやすく、ア
スファルトでの敷設時に摩耗・引掛により繊維の引張強
力低下がしばしば発生する欠点があった。他の補強材の
例として特開昭48−11472号公報にアスファルト
補強に用いる特殊な織り方をしたガラス繊維ロービング
クロスが開示されてい・る。この補強材も切損しやすい
ガラス繊維をそのまま用いるため敷設時に単糸切れし、
作業しにくい難点がある。
Various fiber materials are used as reinforcing materials for asphalt, concrete, and soil. An example of using fiber as a reinforcing material for asphalt mixture is JP-A-52-892.
Publication No. 14 discloses a method for paving an asphalt road, which is characterized by embedding a braided network made of fibers in asphalt mixture. This publication describes that a braided network made of fibers is buried in order to prevent the asphalt mixture from cranking or sinking. However, nylon/polyester fibers are preferred as the material for the Hewei fibers used here.
It is said that the fibers have a density of 5,000 denier or more and can be used to create net fabrics as they are. In this case, the reinforcing effect of the asphalt mixture is small because the tensile modulus of the synthetic fiber itself is low. ↓ When using such synthetic fibers, there is a slight effect on cracking, but especially in the summer Because the tensile modulus of the fiber is low, it is not effective in preventing ruts on asphalt. Furthermore, since the net fabric is formed from the aggregate of Hewei fibers itself, the filaments are exposed as they are on the surface of the rope, making it easy for the fibers to break, and when laying on asphalt, the tensile strength of the fibers decreases due to abrasion and catching. There were drawbacks that often occurred. As an example of another reinforcing material, Japanese Patent Application Laid-Open No. 11472/1983 discloses a glass fiber roving cloth with a special weave for use in reinforcing asphalt. This reinforcing material also uses glass fiber that is easy to break, so single threads break during installation.
There are some drawbacks that make it difficult to work with.

土壌においても同様の網地あるいは合戒樹脂からなるグ
リッドが用いられている。例えば、ネトロン社の「テン
サー」がある。これは合戒樹脂のl軸/2軸延伸体から
なるグリッドであり、土壌の補強に使用される。しかし
ながら、この合戒繊維のグリッドは延伸部の引張強度が
わずかに0. 4GPaであり、引張弾性率も相当に低
い。そのため土壌の補強に用いるにはかなりの日付けに
する必要があった。このようなアスファルト、コンクリ
ート、土壌の補強に適した材料は少ないのが現状である
Similar mesh or grids made of resin are used for soil as well. For example, there is Netron's ``Tensar.'' This is a grid made of l-axis/bi-axis stretched body of Hekai resin, and is used for soil reinforcement. However, the tensile strength of the stretched portion of this grid of Gokai fibers is only 0. 4 GPa, and the tensile modulus is also quite low. Therefore, it was necessary to use it for a long time before it could be used for soil reinforcement. Currently, there are few materials suitable for reinforcing asphalt, concrete, and soil.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

本発明は、アスファルト、コンクリート、土壌の補強に
効果的であり、かつ敷設時の繊維の損傷の少ない材料を
提供するものである。
The present invention provides a material that is effective for reinforcing asphalt, concrete, and soil, and that causes less damage to fibers when laid.

〔課題を解決するための手段] 本発明は、引張弾性率が20GPa以上のポリオキシメ
チレン線条体を複数本並列にして熱可塑性樹脂に埋め込
み一体化した面状長尺体である。
[Means for Solving the Problems] The present invention is a planar elongated body in which a plurality of polyoxymethylene filaments having a tensile modulus of elasticity of 20 GPa or more are arranged in parallel and embedded and integrated in a thermoplastic resin.

本発明はポリオキシメチレン線条体からなる面状長尺体
であることに特徴がある。すなわち、本発明による面状
長尺体はポリオキシメチレン線条体を熱可塑性樹脂にて
一体化しているものである。
The present invention is characterized in that it is a planar elongated body made of polyoxymethylene filaments. That is, the planar elongated body according to the present invention is one in which polyoxymethylene filaments are integrated with a thermoplastic resin.

本発明の面状長尺体は、それ自身高引張強度・高引張弾
性率であるため、アスファルト、コンクリート、土壌補
強用途にそのままあるいは網状体として、織布、編布、
ネット、グリッド(格子状体)、ハニカム状体等に加工
して使用可能である。網状体は、この場合どのような形
戒形態でも良いが形態としてグリッドが特に好ましい。
The planar elongated body of the present invention itself has high tensile strength and high tensile modulus, so it can be used as it is or as a mesh body for asphalt, concrete, and soil reinforcement applications, such as woven fabric, knitted fabric,
It can be used by processing into nets, grids, honeycombs, etc. In this case, the reticular body may have any shape, but a grid is particularly preferred.

本発明においてはポリオキシメチレン線条体を用いるこ
とが必須である。ポリオキシメチレン線条体の場合、モ
ノフィラメント状であるため腰があり、高倍率延伸が可
能であり、比較的簡単に線条体の引張弾性率を高くでき
る。アスファルト合材用補強としては道路に敷設する際
に網状体の両端を引張る事なく設置できる長所がある。
In the present invention, it is essential to use polyoxymethylene striae. In the case of a polyoxymethylene filament, since it is in the form of a monofilament, it has stiffness and can be stretched at a high magnification, making it relatively easy to increase the tensile modulus of the filament. As reinforcement for asphalt mixture, it has the advantage that it can be installed on roads without pulling both ends of the net.

他の合成繊維の場合、特にデニールの細い繊維の場合、
腰がないため出来上がった網状体を道路に敷設する際、
網状体の両端に張力をかけて伸張して敷設しなければい
けない欠点がある.しかしながら、ポリオキシメチレン
線条体の場合であれば、腰があるためきわめて簡単に平
板状に道路に敷設でき、工事を速やかに進めることがで
きる。
For other synthetic fibers, especially fine denier fibers,
Because there is no waist, when laying the finished net on the road,
The disadvantage is that tension must be applied to both ends of the net to stretch it. However, in the case of polyoxymethylene filaments, since they are stiff, they can be laid very easily in the form of a flat plate on roads, and the construction work can proceed quickly.

ここで用いるポリオキシメチレン線条体は引張弾性率が
20GPa以上であることが必須である。
It is essential that the polyoxymethylene filament used here has a tensile modulus of 20 GPa or more.

ポリオキシメチレン線条体は、例えば特開昭60183
122号公報に開示されている方法によって得られる。
Polyoxymethylene striatum is, for example, disclosed in Japanese Patent Application Laid-open No. 60183.
It is obtained by the method disclosed in Japanese Patent No. 122.

ポリオキシメチレン未延伸体を戒形した後、これを熱媒
中で連続的に加熱・加圧しながら10倍以上に延伸する
方法である。引張弾性率はアスファルトの補強性能を決
める上で重要である。特に夏場の高温時にはアスファル
トが軟化し轍防止のために引張弾性率が2QGPa以上
が必要である。
This is a method in which an unstretched polyoxymethylene body is shaped and then stretched 10 times or more while being continuously heated and pressurized in a heating medium. Tensile modulus is important in determining the reinforcement performance of asphalt. Particularly at high temperatures in the summer, asphalt softens and a tensile modulus of elasticity of 2QGPa or more is required to prevent rutting.

とくに好ましくは引張弾性率が400Paであり、引張
弾性率が大きい方が効果が大きい。
Particularly preferably, the tensile modulus is 400 Pa, and the larger the tensile modulus, the greater the effect.

ポリオキシメチレン線条体の場合、延伸比と引張弾性率
・引張強度は、ある程度相関がある。即ち、ポリオキシ
メチレンの引張弾性率20GPaは引張強度約1. 3
 GPaに相当し、引張弾性率40GPaは引張強度約
1. 7 GPaに相当する。従ってポリオキシメチレ
ン線条体の場合、高引張弾性率であれば高引張強度でも
ある。本発明によるポリオキシメチレン線条体の引張強
度、引張弾性率は従来のグリッドで用いられる合戒樹脂
の引張強度、引張弾性率とは歴然と差がある。このこと
はポリオキシメチレン線条体を用いた補強材は同一目付
けでは補強効果が大きく、補強効果同一では日付けを減
少させることが可能である。ここでいう日付けとは網状
体の1ボ当りの重量(g/rd)を指し、日付けが小さ
いほど軽いことを意味する。ここで用いられるポリオキ
シメチレン線条体の外径は通常0. 1 mm以上のも
のが好ましい。外径は引張弾性率と関係するものではな
いが、線条体としての腰の強さからみてある程度外径の
大きい方が好ましい。
In the case of polyoxymethylene filaments, there is a certain correlation between the stretching ratio and the tensile modulus and tensile strength. That is, the tensile modulus of polyoxymethylene of 20 GPa is the tensile strength of about 1. 3
GPa, and a tensile modulus of 40 GPa corresponds to a tensile strength of approximately 1. Equivalent to 7 GPa. Therefore, in the case of a polyoxymethylene filament, a high tensile modulus also means a high tensile strength. The tensile strength and tensile modulus of the polyoxymethylene filament according to the present invention are clearly different from those of the Gakkai resin used in conventional grids. This means that the reinforcing material using polyoxymethylene filaments has a large reinforcing effect with the same basis weight, and it is possible to reduce the date with the same reinforcing effect. The date here refers to the weight (g/rd) of the net-like body, and the smaller the date, the lighter it is. The outer diameter of the polyoxymethylene strands used here is usually 0. Preferably, the thickness is 1 mm or more. Although the outer diameter is not related to the tensile modulus, it is preferable for the outer diameter to be somewhat large in terms of the stiffness of the filament.

ポリオキシメチレン線条体の網状体への加工の一例とし
てグリッド加工法を述べるが他の織布、編布、ネット状
体も同様の方法にて製造可能である。
A grid processing method will be described as an example of processing polyoxymethylene filaments into a net-like body, but other woven fabrics, knitted fabrics, and net-like bodies can also be manufactured by the same method.

ポリオキシメチレン線条体をグリッドに加工する方法と
しては、ポリオキシメチレン線条体を数本ないし数十木
集合させた集合体を面状長尺体として構或する。この面
状長尺体はベルトあるいは紐状である。面状長尺体の形
状は幅4〜40nm、厚みが1〜10m程度である。こ
の場合、面状長尺体を形威させる方法としてはポリオキ
シメチレン線条体を並列に引き揃えたのち熱可塑性樹脂
で被覆する方法がある。本発明では熱可塑性樹脂として
ポリオキシメチレン線条体の融点程度までの樹脂が好ま
しく、特に溶融押し出しによる面状長尺体の形或が好ま
しい。熱可塑性樹脂としては塩化ビニル、ポリエチレン
、ポリプロピレン等が好ましい。特に、補強性能から見
てあまりポリオキシメチレン線条体以外の挟雑物を含有
しない、すなわち熱可塑性樹脂の使用割合が小さいもの
が全体としての引張弾性率が低下せず好ましい。好まし
い形態の1例としては、例えば線径が0.5〜1.5f
fIII1のものを3〜30本集合させて面状長尺体を
形成させる方法等がある。
As a method of processing polyoxymethylene filaments into a grid, an aggregate of several to several tens of polyoxymethylene filaments is constructed as a planar elongated body. This planar elongated body is in the shape of a belt or string. The planar elongated body has a width of 4 to 40 nm and a thickness of about 1 to 10 m. In this case, as a method of giving shape to the planar elongated body, there is a method of arranging polyoxymethylene filaments in parallel and then coating them with a thermoplastic resin. In the present invention, the thermoplastic resin is preferably a resin having a temperature up to about the melting point of the polyoxymethylene filament, and is particularly preferably in the form of a planar elongated body formed by melt extrusion. Preferred thermoplastic resins include vinyl chloride, polyethylene, and polypropylene. In particular, from the viewpoint of reinforcing performance, it is preferable to use a material that does not contain too many impurities other than polyoxymethylene filaments, that is, a material in which the proportion of thermoplastic resin used is small, since the tensile modulus as a whole does not decrease. As an example of a preferable form, for example, the wire diameter is 0.5 to 1.5 f.
There is a method of assembling 3 to 30 pieces of fIII1 to form a planar elongated body.

グリッドを形成する方法としては面状長尺体を多数本並
列に配置してグリッド状に構成する方法がある。グリッ
ドであるから面状長尺体は縦横に距離をおいて配置され
るがこのときのグリッドの空き目は少なくとも1 cd
空いており、特に好ましくは2cd以上空いているのが
よい。この空き目サイズを有する方がアスファルト空き
目中に骨材が侵入し、面状長尺体の上下から骨材を含ん
だまま一体化する為好ましい。面状長尺体からグリッド
加工する場合、そのグリッドの交点は接合させてもさせ
なくても良い。これはポリオキシメチレン線条体からな
る面状長尺体とアスファルトとの接着性が良好であり、
実際上アスファルト合材中に埋設されるとグリッド交点
の接着の有無に関わらず一体化するためである。但し、
グリッドの交点はある程度接合している方がグリッドと
しての形態が安定して全体として取り扱いやすいので好
ましい。
As a method of forming a grid, there is a method of arranging a large number of planar elongated bodies in parallel to form a grid. Since it is a grid, the planar elongated bodies are arranged at distances in the vertical and horizontal directions, and the number of open holes in the grid is at least 1 cd.
The space should be empty, particularly preferably 2 cd or more. It is preferable to have this size of openings because the aggregate will penetrate into the openings of the asphalt and the planar elongated body will be integrated from the top and bottom while containing the aggregate. When processing grids from a planar elongated body, the intersections of the grids may or may not be joined. This has good adhesion between the planar elongated body made of polyoxymethylene filaments and asphalt,
This is because when actually embedded in asphalt mixture, the grid will be integrated regardless of whether or not there is adhesion at the grid intersection points. however,
It is preferable that the intersection points of the grid are joined to some extent because the form of the grid is stable and the grid is easier to handle as a whole.

本発明の面状長尺体は、特に道路のアスファルト合材の
補強材料として好適である。
The planar elongated body of the present invention is particularly suitable as a reinforcing material for asphalt mixture for roads.

アスファルト合材とは道路舗装用に一般に用いられるも
ので、アスファルト、骨材、フィラーその他添加物から
なるものである。アスファルトに用いる骨材としては外
径13〜20fflI1程度の粒径を有する砕石を使用
するのが一般的である。
Asphalt mixture is commonly used for road paving and consists of asphalt, aggregate, filler, and other additives. As aggregate used for asphalt, crushed stone having a particle size of approximately 13 to 20 fflI1 in outer diameter is generally used.

本発明における補強材料の適応できる道路としては、一
般工事の際の仮設道路、取付け道路、本格的な道路等い
ずれであってもよい。特に仮設道路に適用し、仮設後の
道路の轍、ひび割れ防止性をいかして、後のメインテナ
ンス軽減をはかることが可能である。
Roads to which the reinforcing material of the present invention can be applied may be any of temporary roads for general construction, access roads, and full-scale roads. In particular, it can be applied to temporary roads, and by taking advantage of the road's ability to prevent ruts and cracks after temporary construction, it is possible to reduce maintenance later on.

〔実施例〕〔Example〕

本発明を更に詳細に説明するが本発明はこの実施例に限
定されるものではない。
The present invention will be explained in more detail, but the present invention is not limited to this example.

実施例1 本発明による面状長尺体をアスファルト合材の補強に用
いる例を示す。アスファルト合材の補強性の評価として
ホイールトラッキング試験を実施し、熱的安定度(OS
)で比較評価を行なった。試験に用いた試料は次のよう
に製造した。
Example 1 An example in which the planar elongated body according to the present invention is used for reinforcing asphalt mixture is shown. A wheel tracking test was conducted to evaluate the reinforcing properties of asphalt mixture, and the thermal stability (OS
) was used for comparative evaluation. The samples used in the test were manufactured as follows.

引張弾性率が40GPaである外径が0. 5 mmの
ポリオキシメチレン線条体を5本並列に配列し、塩化ビ
ニル樹脂にて一体化した面状長尺体を製造した。この面
状長尺体の引張強力は約150kgを示し、ポリオキシ
メチレン線条体の引張強力の合計にほぼ匹敵していた。
The tensile modulus is 40 GPa and the outer diameter is 0. A planar elongated body was manufactured by arranging five 5 mm polyoxymethylene filaments in parallel and integrating them with vinyl chloride resin. The tensile strength of this planar elongated body was about 150 kg, which was almost comparable to the total tensile strength of the polyoxymethylene strands.

面状長尺体を35ffIII1ピッチで30CI1角に
グリッドを構威し、このグリッドを厚さIOcIのアス
ファルト合材中、中央に配置したものを使用した。アス
ファルト合材はアスファルト舗装要X(@)日本道路協
会)による密粒度アスコン(l3)を用いた。比較例と
してはポリオキシメチレン線条体の引張弾性率が15G
Paの低引張弾性率を用いて同様の面状体を製造したも
の(比較例1)、及び市販のポリエステル不織布(日付
1 5 0kg/rrf)を用いた。(比較例2)。
A planar elongated body with a grid of 35 ff III pitch and 30 ci square grid was used, and this grid was placed in the center of an asphalt mixture having a thickness of IOcI. As the asphalt mixture, dense-grained Ascon (l3) manufactured by Asphalt Paving Kaname X (@Japan Road Association) was used. As a comparative example, the tensile modulus of polyoxymethylene filament is 15G.
A similar planar body manufactured using a low tensile modulus of Pa (Comparative Example 1) and a commercially available polyester nonwoven fabric (date 150 kg/rrf) were used. (Comparative Example 2).

試験条件は60゜Cでソリッドタイヤ接地圧6.4kg
/CTaにて42回/分で駆動し、lffITI1変形
スルマでの回数をもってDSとした。従ってDS値の大
きい方が轍防止性に効果が大きい。その結果を第l表に
示す。第1表からポリオキシメチレン線条体を用いたも
ののDSが向上していることがわかる。
Test conditions were 60°C and solid tire ground pressure 6.4kg.
/CTa at 42 times/min, and the number of times in lffITI1 modified Surma was defined as DS. Therefore, the larger the DS value, the greater the effect on rutting prevention. The results are shown in Table I. From Table 1, it can be seen that the DS of the products using polyoxymethylene filaments is improved.

第  1  表 〔発明の効果〕 本発明のポリオキシメチレン線条体からなる面状長尺体
を道路、コンクリート、土壌に敷設することにより、例
えば道路であれば車両等の通行に伴う轍、ひび割れ等の
発生を防止し、寿命をのばすことが出来、土壌であれば
盛土補強に効果が大きい。
Table 1 [Effects of the Invention] By laying the planar elongated body made of the polyoxymethylene filament of the present invention on roads, concrete, or soil, for example, on roads, ruts and cracks caused by the passage of vehicles, etc. It is possible to prevent the occurrence of such problems and extend the life of the material, and in the case of soil, it is highly effective in reinforcing embankments.

Claims (1)

【特許請求の範囲】[Claims] 1、引張弾性率が20GPa以上のポリオキシメチレン
線条体を複数並列にして熱可塑性樹脂に埋め込み一体化
した面状長尺体。
1. A planar long body made by embedding and integrating a plurality of polyoxymethylene filaments having a tensile modulus of elasticity of 20 GPa or more in parallel in a thermoplastic resin.
JP1149496A 1989-06-14 1989-06-14 Surface longer body consisting of polyoxymethylene fiber body Pending JPH0317303A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1149496A JPH0317303A (en) 1989-06-14 1989-06-14 Surface longer body consisting of polyoxymethylene fiber body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1149496A JPH0317303A (en) 1989-06-14 1989-06-14 Surface longer body consisting of polyoxymethylene fiber body

Publications (1)

Publication Number Publication Date
JPH0317303A true JPH0317303A (en) 1991-01-25

Family

ID=15476422

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1149496A Pending JPH0317303A (en) 1989-06-14 1989-06-14 Surface longer body consisting of polyoxymethylene fiber body

Country Status (1)

Country Link
JP (1) JPH0317303A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100985886B1 (en) * 2008-06-23 2010-10-08 디피알파트너 주식회사 Poly Acetal Composite Fiber Reinforcing Panel including Safety Belt, Manufacturing Method and Concrete Structure Reinforcing Method using thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100985886B1 (en) * 2008-06-23 2010-10-08 디피알파트너 주식회사 Poly Acetal Composite Fiber Reinforcing Panel including Safety Belt, Manufacturing Method and Concrete Structure Reinforcing Method using thereof

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