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JPH10121480A - Slope formation method - Google Patents

Slope formation method

Info

Publication number
JPH10121480A
JPH10121480A JP8274320A JP27432096A JPH10121480A JP H10121480 A JPH10121480 A JP H10121480A JP 8274320 A JP8274320 A JP 8274320A JP 27432096 A JP27432096 A JP 27432096A JP H10121480 A JPH10121480 A JP H10121480A
Authority
JP
Japan
Prior art keywords
slope
honeycomb
fabric
slope face
earth
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
JP8274320A
Other languages
Japanese (ja)
Inventor
Shigeji Ochi
成次 越智
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.)
Hagihara Industries Inc
Original Assignee
Hagihara Industries Inc
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 Hagihara Industries Inc filed Critical Hagihara Industries Inc
Priority to JP8274320A priority Critical patent/JPH10121480A/en
Publication of JPH10121480A publication Critical patent/JPH10121480A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Woven Fabrics (AREA)

Abstract

PROBLEM TO BE SOLVED: To make it possible to form a slope face having safety and durability, while using inexpensive materials, though simple work, by placing or stretching over the slope surface a honeycomb woven fabric as a reinforcement member woven with thermoplastic resin fiber threads. SOLUTION: A honeycomb woven fabric 1 is placed or stretched over a slope face 2 formed by banking or cutting and to be protected or planted, and the fabric 1 is secured with anchor pins 4 or the like. In the case the growth of plants is to be artificially forced, a layer 3 of earth brought from another place (foreign earth layer 3) is formed by spraying and settling foreign earth material or mixture of cement material, seeds 5, fertilizer, earth improvement agent, etc., from above the honeycomb woven fabric 1 secured to the slope face 2. In this case, a relatively uniform thickness, with respect to the surface of the honeycomb oven fabric 1, of the foreign earth layer 3 may be maintained due to the three-dimensional structure of the honeycomb fabric 1. The slope face 2 formed as described above has a great resistance against the foreign layer 3 being displaced or being washed away, and protection of the slope face and plant growing are secured. This makes it possible to make work simple using inexpensive materials to form a slope face having stability and durability.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、築堤工事や宅地造
成、道路工事などで使われる盛土法面や切土法面等の保
護や緑化を行う法面の形成方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a slope for protecting and greening an embankment slope, a cut slope, and the like used in embankment construction, residential land development, road construction, and the like.

【0002】[0002]

【従来の技術】従来より法面を形成し、保護し植生する
法面補強工法には種々の補強材が用いられ、各種のネッ
ト材、シート材、枠材など、多様な形態のものの開発が
なされている。一般に、施工の初期における土砂や吹き
付け材料、植生のための種子など客土材の流失を抑制す
る補強材にはネット材を張設することが多いが、このネ
ット材は、通常その厚みが1mm未満で平面的に編織成さ
れた二次元構造であるから、ネット材表面に絡み付いた
客土材を係止するに留まり、特に急勾配となる切土法面
においては客土材の保持機能に欠け、適用し得ないもの
であった。
2. Description of the Related Art Conventionally, various reinforcing materials have been used in a slope reinforcing method of forming a slope, protecting and vegetating, and various forms of net materials, sheet materials, frame materials and the like have been developed. It has been done. In general, net materials are often used for reinforcing materials that suppress the loss of customer soil materials such as earth and sand, spray materials, seeds for vegetation, etc. in the early stages of construction, but this net material usually has a thickness of 1 mm. Because it is a two-dimensional structure that is woven in a plane with less than two dimensions, it only stops the soil material entangled with the surface of the net material, especially for cutting slopes with steep slopes. It was missing and inapplicable.

【0003】そこで、法面の形成時に用いる土壌保持力
の高いシート部材として、各種の三次元構造体が見られ
る。例えば、ダンボール紙、板紙、不織布、布、鋼板、
メタルラスなどからなるテープ状の基材を並べて相接す
る部分を連結してセルを形成した枠材を用いる法面緑化
工法(特公昭62-53651号公報)、所定幅を有する帯状紙を
縦向きに用いて平面視が網目状となるように構成したハ
ニカム構造体の枠紙を用いた法面の保護及び緑化方法
(特公昭64-9416号公報)、あるいは緯糸として紙や不織
布等からなる幅3〜30mmの素線を用い、多数の経糸で素
線幅未満の目合いに折り込んで編織した法面保護用の植
生ネット(特公平5-486号公報)、所定高さに編み上げら
れた堰部を法面に対して横方向に複数条配設した植生用
ネット(特開平3-158522号公報)、ラッセル織にて各網目
が菱目に編まれ、網目を構成する各辺が所定高さを有
し、植生基材の係留部を形成した植生用ネット(特開平3
-183820号公報)、帯状ネット材が多数並列状に引き揃え
られ、隣接するネット材同士が長さ方向に沿って所定間
隔をおいて連結され、展張時にハニカム構造を呈する法
面保護用ネット(実開平3-72947号)、更にはメッシュ構
造編織布を深絞り成型によって多数の突起部を形成した
シート状物を用いる法面の工事方法(特開平3-247815号
公報)などが開示されている。
[0003] Therefore, various three-dimensional structures can be seen as sheet members having a high soil retention force used when forming a slope. For example, cardboard paper, paperboard, non-woven fabric, cloth, steel plate,
A slope greening method using a frame material that forms cells by connecting the tape-like base materials made of metal lath etc. and connecting the adjacent parts (Japanese Patent Publication No. 62-53651), a belt-shaped paper with a predetermined width is oriented vertically For protecting and revegetating a slope using frame paper of a honeycomb structure configured so as to have a net-like shape in plan view
(Japanese Patent Publication No. 64-9416), or for the protection of a slope by weaving by weaving a strand of 3 to 30 mm in width made of paper or non-woven fabric, etc., as a weft and wrapping it with a large number of warps to a size smaller than the strand width. A vegetation net (Japanese Patent Publication No. 5-486), a vegetation net in which a plurality of weirs woven to a predetermined height are arranged in a lateral direction with respect to a slope (Japanese Patent Application Laid-Open No. 3-158522), a Russell weave The vegetation net is formed by knitting each mesh at a rhombus, each side constituting the mesh has a predetermined height, and forms a mooring portion of a vegetation base material (Japanese Unexamined Patent Application Publication No.
-183820), a number of belt-shaped net materials are aligned in parallel, adjacent net materials are connected at a predetermined interval along the length direction, and a slope protection net exhibiting a honeycomb structure when expanded ( Japanese Utility Model Laid-Open No. 3-72947), and a slope construction method using a sheet-like material having a large number of protrusions formed by deep drawing of a mesh structure woven fabric (Japanese Patent Laid-Open No. 3-247815) has been disclosed. I have.

【0004】これらのなかで、枠材で囲まれたセル内を
客土材の係留部とするネット部材を用いる法面形成方法
の場合、厚い客土層形成の必要においては幅の広い枠材
を用いて対応することができ、また枠材の目合いや開口
率の設定によっては降雨による客土の流失が抑制できる
ことで効果的であるが、セル形成のための固着手段が煩
雑であり、ネット材として広幅のものに対応し難く、機
械的強力に乏しく、法面に馴染みにくいなどの問題点が
指摘されている。一方、二次元構造の編織布などに凹凸
を形成して立体構造体とする場合は、生産速度が低速で
あるなど製造時の効率が悪く、広幅に対応できる製造装
置が特殊なものであるなどコスト高になることは否めな
い。
[0004] Among them, in the case of a slope forming method using a net member in which the inside of the cell surrounded by the frame material is used as a mooring portion of the soil material, a wide frame material is required when a thick soil layer is required. It is possible to cope with it, and depending on the setting of the mesh ratio and the opening ratio of the frame material, it is effective in that the loss of the soil due to rainfall can be suppressed, but the fixing means for forming the cells is complicated, It has been pointed out that it is difficult to cope with wide net materials, has poor mechanical strength, and is difficult to adjust to the slope. On the other hand, in the case of forming a three-dimensional structure by forming irregularities on a two-dimensional knitted woven fabric or the like, the production speed is low, such as low production efficiency, and a special manufacturing device capable of handling a wide width is required. It is undeniable that the cost will increase.

【0005】[0005]

【発明が解決しようとする課題】本発明は、前述のよう
な従来の問題点を改善するためのもので、低廉な部材を
使用して、施工が簡単で、優れた安定性および耐久性を
有する法面を形成する方法を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and is simple in construction using inexpensive members and has excellent stability and durability. It is intended to provide a method for forming a slope having the same.

【0006】[0006]

【課題を解決するための手段】本発明は、熱可塑性繊維
糸条で織成した蜂巣織物を補強材として法面に敷設また
は張設し、必要により、この蜂巣織物表面に客土層を付
着し、更に被覆材を積層することを特徴とする法面の形
成方法である。
According to the present invention, a honeycomb woven fabric made of thermoplastic fiber yarn is laid or stretched on a slope as a reinforcing material, and if necessary, a soil layer is attached to the surface of the honeycomb woven fabric. And a method of forming a slope, further comprising laminating a coating material.

【0007】ここで用いる補強材としての蜂巣織物は、
総繊度50〜1,000drの熱可塑性繊維糸条を織成したもの
であり、経緯糸の打込密度が20〜45本/インチ、各蜂巣
構造ユニットの一辺が5〜20mm、厚み1.5〜5mmのメッ
シュ体である。
The honeycomb woven fabric as a reinforcing material used here is
A woven thermoplastic fiber yarn with a total fineness of 50 to 1,000 dr, a mesh density of 20 to 45 yarns / inch, each honeycomb structure unit having a side of 5 to 20 mm, and a thickness of 1.5 to 5 mm. Body.

【0008】熱可塑性繊維糸条となる熱可塑性樹脂とし
ては、溶融紡糸が可能で連続生産での安定品質の点か
ら、例えば、エチレン、プロピレン、1−ブテン、4−
メチル−1−ペンテン等のα−オレフィンの単独重合体
もしくは相互共重合体、またはこれらのα−オレフィン
と他のコモノマーの共重合体からなるポリオレフィン系
樹脂、ナイロン66、ナイロン6、芳香族ポリアミド等
のポリアミド系樹脂、ポリエチレンテレフタレート、ポ
リブチレンテレフタレート、ポリエチレンイソフタレー
ト等のポリエステル系樹脂、ポリ塩化ビニリデン系樹
脂、アクリロニトリル系樹脂などが挙げられる。
[0008] As a thermoplastic resin to be a thermoplastic fiber yarn, for example, ethylene, propylene, 1-butene, 4-
Homopolymers or mutual copolymers of α-olefins such as methyl-1-pentene, or polyolefin resins composed of copolymers of these α-olefins and other comonomers, nylon 66, nylon 6, aromatic polyamide, etc. And polyester resins such as polyethylene terephthalate, polybutylene terephthalate, and polyethylene isophthalate, polyvinylidene chloride resins, and acrylonitrile resins.

【0009】この熱可塑性繊維糸条の形状は特に制限さ
れるものではなく、一般的な円形断面のモノフィラメン
ト、連糸形状や異形断面のモノフィラメント、低繊度フ
ィラメントを集束したマルチフィラメント、フィルムを
スリットして得られるフラットヤーンなどの単層繊維、
またはこれら糸条が高融点樹脂を芯成分として、該芯成
分の融点より10〜30℃程度低い低融点樹脂を外層成分と
して構成される積層型や芯鞘型の複合繊維であってもよ
い。ここで、これら糸条は総繊度50〜1,000drであるこ
とが好ましい。即ち、糸条は後述するように織物となっ
て法面に固定されるものであるから充分な強力、適度な
コシ、地盤追従性を満足する範囲として設定されるもの
である。
[0009] The shape of the thermoplastic fiber yarn is not particularly limited, and a monofilament having a general circular cross section, a monofilament having a continuous yarn shape or a modified cross section, a multifilament obtained by bundling low fineness filaments, and a film formed by slitting a film. Single-layer fiber such as flat yarn obtained by
Alternatively, the yarn may be a laminated or core-sheath composite fiber composed of a high melting point resin as a core component and a low melting point resin having a melting point of about 10 to 30 ° C. lower than the melting point of the core component as an outer layer component. Here, these yarns preferably have a total fineness of 50 to 1,000 dr. That is, since the yarn is fixed to the slope as a woven fabric as described later, the yarn is set as a range that satisfies sufficient strength, moderate stiffness, and ground followability.

【0010】本発明においては、前述の法面形成を基本
工法としながら、更に客土層の上面を金網、繊維製ネッ
ト、メッシュシート体、不織布マット、加工紙、筵など
の被覆材で覆い、アンカーピン等で固定することもでき
る。
In the present invention, while the above-described slope formation is a basic construction method, the upper surface of the soil layer is further covered with a covering material such as a wire mesh, a fiber net, a mesh sheet, a nonwoven fabric mat, a processed paper, a straw, It can also be fixed with an anchor pin or the like.

【0011】また、本発明で用いる補強材としての蜂巣
織物や被覆材の一部には経時的に分解あるいは崩壊する
繊維、例えば、綿、麻、亜麻等の植物繊維、羊毛、絹等
の動物繊維、レーヨン、キュプラ等の再生繊維、あるい
は微生物の培養によるバイオポリエステル、脂肪族ポリ
エステルやポリビニルアルコールの合成高分子を利用し
たもの、合成樹脂中に微生物が好んで摂取する有機物
質、更に有機金属塩や油剤等を配合した組成物から紡糸
した合成繊維などからなる糸条やこれらの集合体(紡績
糸、マルチフィラメント等)を使用することができる。
これら分解あるいは崩壊する繊維を含む資材は、特に植
生工法に用いることで、植生の成長に伴って分解あるい
は崩壊が進行し、その結果として植生成長を阻害せず、
また法面地盤へ植生根が侵入し定着し易いなどの効果が
期待できる。
[0011] Also, some of the honeycomb woven fabric and the coating material as a reinforcing material used in the present invention include fibers which decompose or disintegrate with time, for example, plant fibers such as cotton, hemp, flax, etc., and animals such as wool and silk. Regenerated fibers such as fiber, rayon, cupra, etc., or biopolyesters obtained by culturing microorganisms, those utilizing synthetic polymers of aliphatic polyesters or polyvinyl alcohol, organic substances which microorganisms prefer to ingest into synthetic resins, and organic metal salts A yarn composed of a synthetic fiber spun from a composition containing an oil or an oil agent or the like, or an aggregate thereof (spun yarn, multifilament, etc.) can be used.
Materials containing these decomposing or disintegrating fibers, especially when used in the vegetation method, do not decompose or disintegrate with the growth of vegetation, and as a result, do not inhibit vegetation growth,
In addition, the effect that vegetation roots invade into the slope ground and are easily fixed can be expected.

【0012】[0012]

【発明の実施の形態】本発明の法面形成方法は、蜂巣織
物のメッシュ体を法面形成時に使用して客土材の捕捉性
を向上させて法面を補強するものであり、本発明におい
てはメッシュ体として蜂巣織物を使用することを主な要
件とする。ここで、蜂巣織物とは、具体的に、日本工業
規格JIS−L0206(1976)の繊維用語(織物部門)で
規定されている用語であって、「変化組織で布面にはち
巣状のおうとつを織り出したもの。ます織ともいう。」
と説明されるものである。図1には、蜂巣織物の平面図
を示す。
BEST MODE FOR CARRYING OUT THE INVENTION The method for forming a slope according to the present invention reinforces a slope by using a mesh fabric of a honeycomb fabric at the time of forming a slope to improve the ability to capture soil material. , The main requirement is to use honeycomb fabric as the mesh body. Here, the honeycomb fabric is a term specifically defined in a fiber term (fabric section) of Japanese Industrial Standard JIS-L0206 (1976), and it is referred to as "a honeycomb structure with a change in texture. Weaving one. Also called woven. "
It is explained. FIG. 1 shows a plan view of a honeycomb fabric.

【0013】蜂巣織物は、スルザー型織機などによって
一連に織成できる織物で300cm幅以上の広幅にも対応可
能であり、表面に凹凸部が形成された立体的な構造を特
徴とするものであるから、この立体的構造が法面の客土
材の安定化に作用するものとなる。そこで本発明におい
て、法面形成に用いる蜂巣織物が充分な効果を発現する
ためには、前述のように、経緯糸の打込密度が20〜45本
/インチ、各蜂巣構造ユニットの一辺(A),(A')が5
〜20mm、厚み1.5〜5mmとすることが好ましい。この範
囲にあるものは寸法安定性に優れ、強靭で可撓性を有し
ており、施工時の取扱性が良好なメッシュ体となし得る
のである。
The honeycomb fabric is a fabric that can be woven in series by a Sulzer-type loom or the like, is capable of coping with a wide width of 300 cm or more, and has a three-dimensional structure in which irregularities are formed on the surface. Therefore, this three-dimensional structure acts on the stabilization of the soil material on the slope. Thus, in the present invention, in order for the honeycomb woven fabric used for forming the slope to exhibit a sufficient effect, as described above, the driving density of the warp yarn is 20 to 45 yarns / inch, and one side (A) of each honeycomb structural unit is used. ), (A ') is 5
It is preferable to set the thickness to 20 mm and the thickness 1.5 to 5 mm. Those in this range are excellent in dimensional stability, tough and flexible, and can be formed into a mesh body having good handleability during construction.

【0014】また、本発明の方法において使用される蜂
巣織物は、必要に応じて織物の経緯糸交差部を固定処理
することができる。この固定処理には、例えば塩化ビニ
ル樹脂、フェノール樹脂、エポキシ樹脂、ポリエステル
樹脂、ポリアミド樹脂、低融点ポリオレフィン樹脂など
を用い、蜂巣織物のメッシュ状が塞がれない程度の薄層
で塗布し、またはこれらの液状ポリマーを噴霧した後に
乾燥するといった樹脂処理が行われる。また、織物が複
合繊維から構成されるものであれば赤外線照射式、熱風
オーブン式等の熱処理装置を使い、高融点成分の融点以
下で且つ低融点成分の軟化点以上の温度範囲で熱処理を
行うことによって、繊維の延伸効果を損なうことなく熱
融着ができる。
Further, the honeycomb fabric used in the method of the present invention can be subjected to a fixing treatment at the warp intersection of the fabric as required. For this fixing treatment, for example, using a vinyl chloride resin, a phenol resin, an epoxy resin, a polyester resin, a polyamide resin, a low-melting-point polyolefin resin, or the like, and applying a thin layer to such an extent that the mesh of the honeycomb fabric is not closed, or Resin treatment such as drying after spraying these liquid polymers is performed. If the woven fabric is composed of composite fibers, heat treatment is performed using a heat treatment device such as an infrared irradiation type or a hot air oven type in a temperature range below the melting point of the high melting point component and above the softening point of the low melting point component. Thereby, heat fusion can be performed without impairing the drawing effect of the fiber.

【0015】以下に、前述の蜂巣織物を使用した本発明
の法面の形成方法を図面により説明する。図2〜図4は
本発明の法面形成方法の一例である。図中で1は蜂巣織
物、2は法面、3は客土層、4はアンカ−ピン、5は種
子、6は被覆材である。
The method for forming a slope according to the present invention using the above-described honeycomb fabric will be described below with reference to the drawings. 2 to 4 show an example of a method of forming a slope according to the present invention. In the figure, 1 is a honeycomb fabric, 2 is a slope, 3 is a soil layer, 4 is an anchor pin, 5 is a seed, and 6 is a covering material.

【0016】まず、盛土や切土による保護または緑化す
べき法面2に蜂巣織物1を敷設または張設してアンカー
ピン4等で固定する(図2)。自然緑化に任せる場合は、
これで法面形成が完了するが、人工的に緑化を促進させ
るには、この法面2に固定した蜂巣織物1の上から、セ
メント材や種子5、肥料、土壌改質剤等を混合した客土
材を吹き付けるなどして付着せしめて客土層3を形成す
る(図3)。この場合、蜂巣織物1の立体的構造によっ
て、その表面を基準として比較的均一な客土層3の厚み
を維持することができる。こうして形成される法面2
は、客土層3の移動や流失の抵抗が大きく、安定した法
面保護、緑化が確保できるのである。降雨量や法面傾斜
などの関係から、更に、法面客土層を保護する必要があ
るときは、その上へ被覆材6を積層する(図4)。
First, a honeycomb fabric 1 is laid or stretched on a slope 2 to be protected or greened by embankment or cut and fixed with anchor pins 4 or the like (FIG. 2). If you leave it to natural greening,
This completes the slope formation, but in order to artificially promote greening, cement material, seeds 5, fertilizer, soil modifier, etc. were mixed on the honeycomb fabric 1 fixed to the slope 2. The soil material 3 is formed by spraying the soil material or the like to form the soil layer 3 (FIG. 3). In this case, the three-dimensional structure of the honeycomb fabric 1 can maintain a relatively uniform thickness of the soil layer 3 based on the surface thereof. Slope 2 thus formed
In this case, the resistance of the soil layer 3 to movement and erosion is great, and stable slope protection and greening can be secured. When it is necessary to further protect the sloped soil layer in view of the amount of rainfall and slope slope, the covering material 6 is laminated thereon (FIG. 4).

【0017】[0017]

【実施例】以下に、本発明の実施形態を具体的な実施例
によって説明を加える。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below by way of specific examples.

【0018】実施例1 ポリプロピレン樹脂を溶融紡糸した後に延伸配向処理を
施した繊度500drのモノフィラメントを経緯糸に用い
て、最大織幅360cmのスルザー型織機によって、打込密
度36×36本/インチ、各蜂巣構造ユニットの一辺が7.5m
m、厚み2.2mmの蜂巣織物を織成した。この蜂巣織物の引
張強力を日本工業規格JIS−L1085に準拠して測
定したところ、経方向75kgf/5cm、緯方向68kgf/5cmであ
った。この蜂巣織物1を平均傾斜角25゜の盛土法面に敷
設し、約90cm間隔毎にアンカーピン4で固定した(図
2)。この法面形成方法では、蜂巣織物が適度なコシと
柔軟性を有し高強力であることから敷設作業性が極めて
良好で、かつ法面2表層土の流失を有効に防止すること
ができた。
Example 1 A monofilament having a fineness of 500dr, which had been subjected to a draw orientation treatment after melt-spinning a polypropylene resin, was used as a warp yarn, and a punching density of 36 × 36 / inch was obtained by a Sulzer type loom having a maximum weave width of 360 cm. 7.5m on each side of each honeycomb unit
m, a 2.2 mm thick honeycomb fabric was woven. When the tensile strength of the honeycomb fabric was measured in accordance with Japanese Industrial Standard JIS-L1085, it was 75 kgf / 5 cm in the warp direction and 68 kgf / 5 cm in the weft direction. The honeycomb fabric 1 was laid on an embankment slope having an average inclination angle of 25 °, and fixed with anchor pins 4 at intervals of about 90 cm (FIG. 2). In this slope forming method, since the honeycomb fabric has a moderate stiffness and flexibility and has high strength, laying workability is extremely good, and the runoff of the slope 2 surface soil can be effectively prevented. .

【0019】実施例2 実施例1で用いた蜂巣織物をフェノール系樹脂液に浸漬
し、ロールに接触させて余剰液を取り除いた後に、乾燥
して目止加工を施した蜂巣織物1を使用して、その他実
施例1と同様に法面を形成した後に、種子、肥料、土壌
改質剤を混合した客土を吹き付け、蜂巣織物表面がほぼ
均一に隠れる厚さの客土層3を形成した(図3)。この法
面形成方法では、蜂巣織物が組織の目ズレがなく充分な
透水性と優れたクリープ特性を有しており敷設作業性が
極めて良好で、安定した客土層3を維持できるものであ
った。
Example 2 The honeycomb woven fabric used in Example 1 was immersed in a phenolic resin solution, contacted with a roll to remove excess liquid, and then dried and subjected to a sealing process. Then, after forming a slope in the same manner as in Example 1, a soil layer mixed with seeds, fertilizer, and a soil modifier was sprayed to form a soil layer 3 having a thickness such that the honeycomb fabric surface was almost uniformly hidden. (FIG. 3). According to this method of forming a slope, the honeycomb fabric has sufficient water permeability and excellent creep characteristics without any misalignment of the structure, the workability of laying is extremely good, and the stable soil layer 3 can be maintained. Was.

【0020】実施例3 融点138℃のポリプロピレンを芯層の樹脂とし、その両
面に融点108℃のエチレン−アクリル酸共重合体(AA含量
10%)を外層の樹脂として用い、2系列の押出機にそれ
ぞれ投入して、複合ノズルから芯鞘比8:2で紡糸した
後に延伸配向処理を施した繊度650drの複合モノフィラ
メントを経緯糸に用いて、同様のスペックで蜂巣織物を
織成後、112℃に設定した熱風オーブン内を通過させて
目止加工を施した蜂巣織物1を使用して、その他実施例
2と同様に法面を形成した(図3)。この蜂巣織物の引張
強力は、経方向80kgf/5cm、緯方向72kgf/5cmであった。
この法面形成方法では、蜂巣織物が組織の目ズレがなく
充分な透水性と優れたクリープ特性を有しており敷設作
業性が極めて良好で、安定した客土層3を維持できるも
のであった。
Example 3 Polypropylene having a melting point of 138 ° C. was used as a resin for the core layer, and an ethylene-acrylic acid copolymer having a melting point of 108 ° C. (AA content)
10%) as the resin of the outer layer, and the mixture is fed into two series of extruders, and the composite monofilament having a fineness of 650dr, which has been subjected to drawing and orientation treatment after being spun from the composite nozzle at a core-sheath ratio of 8: 2, is used as the warp yarn Then, after weaving the honeycomb fabric with the same specifications, the honeycomb fabric was passed through a hot-air oven set at 112 ° C., and the honeycomb fabric 1 was subjected to the sealing process to form a slope in the same manner as in Example 2. (Fig. 3). The tensile strength of this honeycomb fabric was 80 kgf / 5 cm in the warp direction and 72 kgf / 5 cm in the weft direction.
According to this method of forming a slope, the honeycomb fabric has sufficient water permeability and excellent creep characteristics without any misalignment of the structure, the workability of laying is extremely good, and the stable soil layer 3 can be maintained. Was.

【0021】実施例4 補強材が、ポリプロピレン製モノフィラメントの緯糸の
2本に対して1本をレーヨン紡績糸(繊度350dr)に置換
して打込み、その他実施例1と同様の規格で織成した蜂
巣織物1を使用し、種子5、肥料、土壌改質剤等を混合
した客土を吹き付けて客土層3を形成した。次に、澱粉
配合タイプの生分解性樹脂(萩原工業株式会社製:商品
名「エコファイン」)を溶融紡糸して得られる繊度500drの
モノフィラメントからなるネット体を被覆材6として用
い、客土層3の上面から被覆し、その上から更にアンカ
ーピンで固定して法面を形成した(図4)。この法面形成
方法は、補強材としての蜂巣織物1と被覆材6の一部に
共に経時的に分解する繊維を含んでいるため、植生の成
長に伴って繊維の分解が進行し、資材が植生成長の妨げ
とならず、安定した緑化法面とすることができた。
Example 4 Honeycomb fabric woven with the same standard as that of Example 1 except that one of the two wefts of a polypropylene monofilament is replaced with a spun rayon yarn (fineness: 350dr) and the reinforcing material is used. Using No. 1, a soil layer containing a seed 5, a fertilizer, a soil modifier and the like was sprayed to form a soil layer 3. Next, a net made of monofilament having a fineness of 500dr obtained by melt-spinning a biodegradable resin of a starch-compounding type (trade name “Eco Fine” manufactured by Hagiwara Kogyo Co., Ltd.) 3 was covered from the upper surface, and further fixed from above by an anchor pin to form a slope (FIG. 4). In this slope forming method, since the honeycomb woven fabric 1 as a reinforcing material and a part of the covering material 6 both contain fibers that degrade with time, the decomposition of the fibers proceeds with the growth of the vegetation, and the material becomes It did not hinder the growth of vegetation, and a stable greening slope was obtained.

【0022】比較例 ポリエステル繊維からなる総繊度600dr/48filのマルチ
フィラメントを用いてラッセル編機によって、地糸間隔
9本/インチで密度5鎖/cm、パターン糸を2/9イン
チの振りで、厚み0.8mmのネット状物を用いて、実施例
2と同様に法面を形成したところ、この法面の形成方法
では客土層の厚みにバラツキが大きく、また経時的な客
土の脱落や流失も多く認められ、法面安定性が不充分な
ものであった。
Comparative Example Using a multifilament consisting of polyester fibers having a total fineness of 600 dr / 48 fil, a Russell knitting machine was used to shake the pattern yarn at a density of 5 chains / cm with a ground yarn interval of 9 yarns / inch and a pattern yarn of 2/9 inch. When a slope was formed in the same manner as in Example 2 using a net-like material having a thickness of 0.8 mm, the thickness of the soil layer varied greatly in this method of forming the slope, and the soil fell off over time. Many runoffs were observed, and the slope stability was insufficient.

【0023】[0023]

【発明の効果】以上のように本発明の法面の形成方法
は、盛土法面や切土法面に敷設または張設するメッシュ
体補強材として、特定の織り組織である蜂巣織物を用い
るものであり、この蜂巣織物自体は従来織機で一連に織
成できるから生産効率が良好で、法面形成のために有効
なメッシュ体の要件となる充分な強力、適度なコシ、地
盤追従性を満足するものが得易く、さらに土木資材とし
て要求される広幅、長尺物に対応できるからその取扱性
に優れたものとなる。
As described above, the method for forming a slope according to the present invention uses a honeycomb woven fabric having a specific weave as a reinforcing material for a mesh body laid or stretched on an embankment slope or a cut slope. Since the honeycomb fabric itself can be woven in a series on a conventional loom, the production efficiency is good, and it satisfies sufficient strength, moderate stiffness, and ground followability that are the requirements of an effective mesh body for slope formation. It is easy to obtain, and can handle wide and long objects required as civil engineering materials, so that it is excellent in handleability.

【0024】この蜂巣織物を使用した法面形成は、客土
層の付着作業が均一に容易に行うことができ、また施工
後の法面においては、蜂巣織物の立体的な構造によって
客土が組織に絡み付きやすく保持されるから客土層の滑
落や崩壊、流失等を抑制することに効果を発揮して、長
期間にわたって安定した法面となるのである。
The slope using the honeycomb fabric can easily and uniformly attach the soil layer, and on the slope after the construction, the three-dimensional structure of the honeycomb fabric reduces the soil. Since it is easily entangled with the tissue, it is effective in preventing the soil layer from sliding down, collapsing, and spilling out, so that the slope becomes stable over a long period of time.

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

【図1】本発明の法面形成方法に使用する蜂巣織物の平
面図である。
FIG. 1 is a plan view of a honeycomb fabric used in a method of forming a slope according to the present invention.

【図2】本発明の法面形成方法の一例を示す部分断面図
である。
FIG. 2 is a partial cross-sectional view illustrating an example of a method of forming a slope according to the present invention.

【図3】本発明の法面形成方法の他の例を示す部分断面
図である。
FIG. 3 is a partial cross-sectional view illustrating another example of the method for forming a slope according to the present invention.

【図4】本発明の法面形成方法の他の例を示す部分断面
図である。
FIG. 4 is a partial cross-sectional view showing another example of the method for forming a slope according to the present invention.

【符号の説明】[Explanation of symbols]

1 蜂巣織物 A(A') 蜂巣構造ユニットの一辺 2 法面 3 客土層 4 アンカーピン 5 種子 6 被覆材 DESCRIPTION OF SYMBOLS 1 Honeycomb fabric A (A ') One side of honeycomb structure unit 2 Slope 3 Guest soil layer 4 Anchor pin 5 Seed 6 Coating material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 熱可塑性繊維糸条で織成した蜂巣織物を
補強材として法面に敷設または張設することを特徴とす
る法面の形成方法。
1. A method of forming a slope, comprising laying or stretching a honeycomb woven with thermoplastic fiber threads as a reinforcing material on the slope.
【請求項2】 補強材としての蜂巣織物が総繊度50〜1,
000drの熱可塑性繊維糸条を織成したものであり、経緯
糸の打込密度が20〜45本/インチ、各蜂巣構造ユニット
の一辺が5〜20mm、厚み1.5〜5mmのメッシュ体である
ものを使用する請求項1記載の法面の形成方法。
2. The honeycomb woven fabric as a reinforcing material has a total fineness of 50 to 1,
000dr thermoplastic fiber yarns, the density of warp yarns is 20-45 yarns / inch, each side of the honeycomb structure unit is 5-20mm, and the mesh body is 1.5-5mm thick. The method for forming a slope according to claim 1, which is used.
JP8274320A 1996-10-17 1996-10-17 Slope formation method Pending JPH10121480A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8274320A JPH10121480A (en) 1996-10-17 1996-10-17 Slope formation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8274320A JPH10121480A (en) 1996-10-17 1996-10-17 Slope formation method

Publications (1)

Publication Number Publication Date
JPH10121480A true JPH10121480A (en) 1998-05-12

Family

ID=17540013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8274320A Pending JPH10121480A (en) 1996-10-17 1996-10-17 Slope formation method

Country Status (1)

Country Link
JP (1) JPH10121480A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006016745A (en) * 2004-06-29 2006-01-19 Si Corp Pyramid-shaped fabric having multilobar filament yarn, and method for preventing erosion
KR100953216B1 (en) * 2009-08-25 2010-04-15 (주)뉴월시스템 Unevenness green geo mat for protecting slope and structure of slantface planted and construction method thereof
JP2010521602A (en) * 2007-12-20 2010-06-24 ゴールデン−ポウ カンパニー リミテッド Honeycomb reinforcement for soil particle restraint
CN102535484A (en) * 2011-12-06 2012-07-04 北京北林绿源生态技术研究院有限责任公司 Greening method of cement mortar anchoring and shotcreting side slope
JP2017115303A (en) * 2015-12-21 2017-06-29 新日鐵住金株式会社 Greening method of banking slope
CN108656645A (en) * 2018-08-14 2018-10-16 北京邦固得建筑材料技术有限公司 Eco-cement cloth
CN114960701A (en) * 2022-06-24 2022-08-30 内蒙古和润环境工程有限公司 Ecological single-layer plastic three-dimensional net slope protection structure suitable for vegetation restoration of high and steep side slope
CN115075268A (en) * 2022-05-10 2022-09-20 中国煤炭地质总局水文地质局 High slope vegetation reconstruction construction process
JP2024083801A (en) * 2022-12-12 2024-06-24 前田工繊株式会社 Spray substrate material

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006016745A (en) * 2004-06-29 2006-01-19 Si Corp Pyramid-shaped fabric having multilobar filament yarn, and method for preventing erosion
JP4717530B2 (en) * 2004-06-29 2011-07-06 エスアイ、ジオソリューションズ、コーポレーション Pyramid fabric with multilobe filament yarn and erosion prevention method
JP2010521602A (en) * 2007-12-20 2010-06-24 ゴールデン−ポウ カンパニー リミテッド Honeycomb reinforcement for soil particle restraint
KR100953216B1 (en) * 2009-08-25 2010-04-15 (주)뉴월시스템 Unevenness green geo mat for protecting slope and structure of slantface planted and construction method thereof
CN102535484A (en) * 2011-12-06 2012-07-04 北京北林绿源生态技术研究院有限责任公司 Greening method of cement mortar anchoring and shotcreting side slope
JP2017115303A (en) * 2015-12-21 2017-06-29 新日鐵住金株式会社 Greening method of banking slope
CN108656645A (en) * 2018-08-14 2018-10-16 北京邦固得建筑材料技术有限公司 Eco-cement cloth
CN108656645B (en) * 2018-08-14 2023-11-10 北京邦固得建筑材料技术有限公司 Ecological cement cloth
CN115075268A (en) * 2022-05-10 2022-09-20 中国煤炭地质总局水文地质局 High slope vegetation reconstruction construction process
CN114960701A (en) * 2022-06-24 2022-08-30 内蒙古和润环境工程有限公司 Ecological single-layer plastic three-dimensional net slope protection structure suitable for vegetation restoration of high and steep side slope
CN114960701B (en) * 2022-06-24 2023-10-31 内蒙古和润环境工程有限公司 Ecological single-layer plastic three-dimensional net slope protection structure suitable for high-steep slope vegetation recovery
JP2024083801A (en) * 2022-12-12 2024-06-24 前田工繊株式会社 Spray substrate material

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