JPS59126824A - Structure for greens-planting work and slope greens- planting work therewith - Google Patents

Structure for greens-planting work and slope greens- planting work therewith

Info

Publication number
JPS59126824A
JPS59126824A JP173783A JP173783A JPS59126824A JP S59126824 A JPS59126824 A JP S59126824A JP 173783 A JP173783 A JP 173783A JP 173783 A JP173783 A JP 173783A JP S59126824 A JPS59126824 A JP S59126824A
Authority
JP
Japan
Prior art keywords
slope
soil
layer
greens
greening
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
JP173783A
Other languages
Japanese (ja)
Inventor
Satoshi Nakatani
敏 中谷
Kimio Morishita
森下 公雄
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.)
NIPPON GREEN SERVICE KK
Teijin Ltd
Original Assignee
NIPPON GREEN SERVICE KK
Teijin 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 NIPPON GREEN SERVICE KK, Teijin Ltd filed Critical NIPPON GREEN SERVICE KK
Priority to JP173783A priority Critical patent/JPS59126824A/en
Publication of JPS59126824A publication Critical patent/JPS59126824A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To prevent the outflow of soil to the outside of a structue by using the structure for greens-planting work, having a roughly structured interlacing layer and a sensely structured interlacing layer made of a high-strength synthetic fiber and connected in the longitudinal direction. CONSTITUTION:A structure 1 for greens-planting work of a slope is made of high-strength synthetic fibers 2 connected in the longitudinal direction of a structure 1. The high-strength synthetic fibers 2 consist of a roughly structured interlacing layer 3 and a densely structured interlacing layer 4. The preferred size of the high-strength synthetic fiber 2 is in the range of 1,000-10,000denier. The roughly structured interlacing layer 3 has a porosity range of 95-99%, and the densely structured interlacing layer 4 has a porosity range of 40-95%. The structure 1 is fixed to a slope 11 with anchors 12, and a metal net 13 is placed on the structure 1 and fixed to the slope 11 with anchors 14. Soil is sprayed onto the interlacing layer 4, and thereby the soil moves into the interlacing layer 3. The outflow of the soil to the outside of the structure 1 can thus be prevented.

Description

【発明の詳細な説明】 本発明は法面の緑化促進用構造物及び該構造物を用いた
緑化工法に関する。近時、宅地あるいは道路などの造成
のため山林を切シ開くことが多く、そのため宅地、造成
地あるいは、道路施工後の道路両側面などの土砂流出、
かけ崩れ防止のための法面安定化及び緑地化を目的とし
た法面゛緑化技術が和1々提案されている。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a structure for promoting greening of a slope and a greening method using the structure. Recently, forests are often cut open to create housing lots or roads, and this has resulted in landslides and landslides from both sides of roads after construction.
Many slope greening techniques have been proposed for the purpose of stabilizing slopes to prevent collapse and creating green areas.

たとえば「合成樹脂繊維などの耐蝕性繊維を和なる空隙
を存した状態に絡ませ、合成樹脂などの耐蝕性ブリッジ
材料をもって纏絡した板状物を構成し、上記板状物の空
隙内に根を張る草の種子類とともに土砂を充填し、その
敷設によって草の成育につれ、軍機と板状物との共働に
よシ土砂の崩壊を抑えるようKなした土木工事用マット
」(%公開45−5号公報)。r法面上に敷きその上に
土を被せて植生するとき、草の根が貫通でき、土砂と一
体となシ得る空隙を有し、かつ法面が剥けて辷シ落ちる
のを防止できる抗張力を有するよう弾力性あり抗張力の
犬なる合成樹脂の繊維や繊条を曲げて積み重ねて強固に
接着剤で接着するか、刺し込み針で刺し込み、繊維を絡
ませて製作されたるを特徴とする法面の抗張補強用マッ
ト」(特公昭46−40165号公報)。「構造物全体
が羊繊維繊度200〜20000デニールの合成繊維の
開毛の絡合体からな!!、(、)植物種子、土砂、肥料
、土質安定剤を混用した高充填密度マット層と(b)上
記−毛のみからなる低充填密度マット層とを積層一体化
せしめてなる植生用傾斜地保全用構造物」(実開昭50
−121506号公報)。「法面上に金網とこの金網の
表面に上下方向に並列に設けられた複数のコイル網とで
網下地を形成し、この網下地の上に用土を主成分とし、
これに養生剤並びに緑化基材を混入した緑化土壌を吹付
け、客土として緑化基盤を造成し、この基盤上に植物種
子を吹付けると、とを特徴とする法面緑化工法」(特開
昭55−98533’号公報)などがある。ところで最
近の主たる工法は、上述の客土吹付工法である。これは
植物種子、土砂、肥料、土質安定剤、水などを混合した
客土をコンプレッサー、モルタルガン等により法面緑化
用構造物に吹付ける工法であるが、かかる従来の客土吹
付は工法釦用いられる法面緑化用構造物には以下のごと
き問題点があった。
For example, "corrosion-resistant fibers such as synthetic resin fibers are entangled in a state in which there are harmonic voids, a plate-like object is constructed by entwining them with a corrosion-resistant bridge material such as synthetic resin, and the roots are inserted into the voids of the above-mentioned plate-like material. A mat for civil engineering work that is filled with earth and sand along with the seeds of the grass to be spread, and as the grass grows, military aircraft and plate-like materials work together to suppress the collapse of the earth and sand.'' Publication No. 5). When it is laid on a slope and covered with soil for vegetation, it has voids that allow grass roots to penetrate and become integrated with the earth and sand, and has a tensile strength that prevents the slope from peeling off and falling down. The slope is characterized by being made by bending and stacking synthetic resin fibers and filaments with high elasticity and tensile strength and firmly bonding them with adhesive, or by piercing them with a piercing needle and entangling the fibers. "Tensile Reinforcement Mat" (Japanese Patent Publication No. 46-40165). ``The entire structure is made of a tangle of open synthetic fibers with a sheep fiber fineness of 200 to 20,000 deniers!! (,) A high-density mat layer mixed with plant seeds, earth and sand, fertilizers, and soil stabilizers, and (b) ) The above-mentioned - Structure for preserving slopes for vegetation formed by laminating and integrating the low packing density mat layer consisting only of hair (1986)
-121506). ``A net base is formed on the slope by a wire mesh and a plurality of coil nets provided in parallel in the vertical direction on the surface of this wire mesh, and on top of this mesh base, soil is the main component.
A greening soil mixed with a curing agent and a greening base material is sprayed on this to create a greening base as additional soil, and plant seeds are sprayed onto this base. Publication No. 55-98533'). By the way, the main construction method these days is the soil spraying method mentioned above. This is a construction method in which soil mixed with plant seeds, earth and sand, fertilizer, soil stabilizer, water, etc. is sprayed onto structures for greening slopes using a compressor, mortar gun, etc.; The slope greening structures used had the following problems.

(1)  客土を吹付けた際、客土が法面緑化用構造物
の内部に均一に充満させることが容易でない。客土を構
造物の内部に均一に充満させるには構造物の空隙率が充
分高いものでなければならない。
(1) When spraying soil, it is not easy to uniformly fill the inside of the slope greening structure with soil. In order to uniformly fill the inside of the structure with soil, the porosity of the structure must be sufficiently high.

(21一方、構造物の内部に充填された客土は、構造管
の外へ流出してはならないが、構造物の空隙率が高い場
合、構造物の枠外へ流動性(粘稠性)客土が流出するの
で、吹伺けにより構造物内部へ注入した客土が固化する
まである程度まてり流失による損失を免れない。
(21 On the other hand, the soil filled inside the structure must not flow out of the structural pipes, but if the porosity of the structure is high, the soil with fluidity (viscosity) may flow outside the structure. Since the soil will be washed away, it will take some time for the soil poured into the structure to harden due to the blowing, and losses due to washing away will be inevitable.

(3)  また構造物の空隙率を低くすると、構造物表
面における平面の面積が大きくなり、それが吹付客土の
構造物内部への進入を遮蔽するので、構造物13部への
注入を阻屯された客土の構造物表面での落下による損失
を免れない。
(3) In addition, when the porosity of the structure is lowered, the area of the plane on the surface of the structure becomes larger, which blocks the sprayed soil from entering the inside of the structure, thus preventing it from being poured into the 13th part of the structure. Loss due to falling soil on the surface of the structure cannot be avoided.

また構造物の空隙率が低い場合は、構造物内部に外部か
ら充満させることハ難しく空間部を生じるので客土を構
造、9内部に均一に充満させることが困難である。
Furthermore, if the porosity of the structure is low, it is difficult to fill the inside of the structure from the outside, which creates a void, making it difficult to uniformly fill the inside of the structure with soil.

(4)  さらに、緑化促進が進められている法面には
、きわめてなだらかな傾斜地もあるが、他方垂直面に対
し10〜30°の急斜面あるいは場合によ・りては、垂
直面に対しマイナス5〜20°程度削り込んだ斜面など
がある。かかる法面においては従来の法面緑化用構造物
を用いたのでは、法面に緑化基盤を施工することは甚だ
困難であシ、満足し得るだけ均一な緑化基盤を造成する
ことはできない。
(4) Furthermore, some of the slopes on which greening is being promoted are extremely gentle, but others are steep slopes of 10 to 30 degrees to the vertical, or in some cases, slopes that are negative to the vertical. There are slopes carved out by 5 to 20 degrees. If conventional slope greening structures are used on such slopes, it is extremely difficult to construct a greening base on the slope, and it is not possible to create a satisfactorily uniform greening base.

本発明はかかる従来の問題点を解決するために案出され
たものである。すなわち本発明は、[(1)  高強力
合成繊維よりなる長手方向に連続している繊維絡合体で
あって、可撓性を有し、階層状疎密層をなす法面緑化用
構造物。
The present invention was devised to solve such conventional problems. That is, the present invention provides: [(1) A structure for greening slopes, which is a longitudinally continuous fiber entangled body made of high-strength synthetic fibers, has flexibility, and has a layered layered layer.

(2)  繊維絡合体内部゛に同形肥料を点在させた特
許請求の範囲第(1)項記載の法面緑化用構造物。
(2) A slope greening structure according to claim (1), in which homogeneous fertilizers are dotted inside the fiber entangled body.

(3)  下記の(イ)〜(うの工程を鮭て、法面に緑
化盤を施工することを特徴とする法面緑化工法。
(3) A slope greening method characterized by implementing the steps (a) to (i) below and constructing a greening board on the slope.

(イ) 法面上に、高強力合成繊維よシなる長手方向に
連続している繊維絡合体であって、可撓性を有し、階層
状疎密層をなすオ(1造物1を敷設する。
(b) On the slope, a longitudinally continuous fiber entangled body made of high-strength synthetic fibers, which is flexible and forms a layered layer of dense and dense layers (1 structure 1) is laid. .

(ロ) 構造物1上に網状物を張設し、構造物1、およ
び網状物を法面に固定する・ (ハ) 植物種子、土砂、肥料、土質安定剤。
(b) Spread a net over structure 1 and fix structure 1 and the net to the slope. (c) Plant seeds, earth and sand, fertilizer, soil stabilizer.

土壌改良材、水等を混合した客土を網状物の上部から注
入する。
Pour soil mixed with soil conditioner, water, etc. from the top of the mesh.

(4)  繊維絡合体内部に固形肥料を点在させたこと
を1+!j徴とする特許請求の範囲第(3)項記載の法
面緑化工法。」である。
(4) 1+ for interspersing solid fertilizer inside the fiber entanglement! The slope greening method according to claim (3), which has the following characteristics. ”.

本発明の構造物を図面により説明する。第1図は、本発
明の法面緑化用構造物の正面図であり、第2図は、A 
−A’面における断面図である。
The structure of the present invention will be explained with reference to the drawings. FIG. 1 is a front view of the slope greening structure of the present invention, and FIG.
- It is a sectional view in the A' plane.

第1F゛4において1は本発明(1)の構造物、2は構
造物lの長手方向に連続している高強力合成繊維、3は
疎構造の絡合層、4は密構造の絡合層。
In the first F-4, 1 is the structure of the present invention (1), 2 is a high-strength synthetic fiber continuous in the longitudinal direction of the structure l, 3 is an entangled layer with a loose structure, and 4 is an entangled layer with a dense structure. layer.

5.6け構造物の両端であり、長手方向とは5から6ま
たは6から5への方向である。7,8は構造物の画側面
である。
5. These are both ends of the 6-digit structure, and the longitudinal direction is the direction from 5 to 6 or from 6 to 5. 7 and 8 are the image sides of the structure.

第3図は本発明の構造物10の正面図であり、9は疎構
造の絡合層中に保持せしめた固形肥料である。
FIG. 3 is a front view of the structure 10 of the present invention, and 9 is a solid fertilizer held in a loosely structured entangled layer.

第4図は本発明の法面緑化工法の説明図であり、法面に
客土を吹付ける直前の施工後間面図である。lは本発明
の構造物l、11は法面。
FIG. 4 is an explanatory diagram of the slope greening method of the present invention, and is a floor plan after construction immediately before spraying soil on the slope. l is the structure l of the present invention, and 11 is a slope.

12Fi法面11に構造物】を固定するためのアンカー
、13は構造物1を法面に更に安定させるための金網(
ラス)、14は金網13と構造物1を共に法面に固定す
るためのアンカーである。
12Fi is an anchor for fixing the structure to the slope 11, and 13 is a wire mesh to further stabilize the structure 1 on the slope.
14 are anchors for fixing both the wire mesh 13 and the structure 1 to the slope.

本発明における構造物1のq+j徴は次の諸点にある。The q+j characteristics of the structure 1 in the present invention are as follows.

+11  構造物が疎イh造の絡合層と密構造の絡合層
より構成される階層状疎密構造を有すること。
+11 The structure has a hierarchical sparse and dense structure consisting of a loosely structured entangled layer and a densely structured entangled layer.

(2)  一体物としての(μ遺物の長手方向に連続し
ている高強力合成繊維=を有すること。
(2) Must have (μ) high-strength synthetic fibers that are continuous in the longitudinal direction of the artifact as an integrated object.

(3)構造物が可撓性を有すること。(3) The structure has flexibility.

疎構造の絡合層とは、空隙率が95〜99%の範囲、好
捷しくは97〜98チ、密構造の絡合層とに、望隙小が
40〜95%(95チを含まないン、好ましくは90〜
95%の範囲のものが好ましい。一体物としての構造物
の長手方向に連続している高強力合成繊維としては、1
000〜100.OOデニールの繊度の範囲のものを用
いるのが好ましい。マルチフィラメント。
An entangled layer with a loose structure has a porosity in the range of 95 to 99%, preferably 97 to 98 inches, and an entangled layer with a dense structure has a porosity in the range of 40 to 95% (including 95 inches). No, preferably 90~
A range of 95% is preferred. High-strength synthetic fibers that are continuous in the longitudinal direction of an integral structure include 1
000-100. It is preferable to use a material with a fineness in the range of OO denier. multifilament.

紡績糸などを引抜成型により樹脂で核種したものを用い
てもよいが、工程短縮のためには疎水性繊維のモノフィ
ラメントまたは該フィラメントを低融点樹脂で被覆シ、
たものを用いるのが好ましい。
Spun yarn etc. may be used which is nuclided with resin by pultrusion molding, but in order to shorten the process, monofilament of hydrophobic fiber or coating the filament with low melting point resin may be used.
It is preferable to use a

構造物の厚さは、法面の状態により異るが、1oa〜2
0crnの範囲で選ぶのが好ましい。軟質土壌の法面の
場合には14〜toCrn、好ましくは3〜8cIn、
岩板の法面の場合にけ5eff〜20Crn、好ましく
は8〜12c1nを選ぶのがよい。疎構造層の長手方向
の長さは50岳〜200cyy+、好ましく Fi80
−cIn〜120 cm、密構造層の長手方向の長さは
5#!WF〜20 cm 、好ましくは8〜12ffを
選ぶのがよい。
The thickness of the structure varies depending on the condition of the slope, but is between 1 oa and 2 oa.
It is preferable to select it within the range of 0 crn. In the case of soft soil slopes, 14 to Crn, preferably 3 to 8 cIn,
In the case of a slope of a rock plate, it is recommended to select 5eff to 20Crn, preferably 8 to 12Crn. The length in the longitudinal direction of the sparse structure layer is 50 to 200 cyy+, preferably Fi80
-cIn~120 cm, the length of the dense structure layer in the longitudinal direction is 5#! It is good to choose WF~20cm, preferably 8~12ff.

高強力合成繊維は不規則に屈曲して絡合層を形成しなが
ら、一端5から他端6へ連続している。高強力合成繊維
の本数は繊度によるが、4〜12本の範囲で用いるとよ
い。必要ならば絡合R綿量を融着、接着などの方法によ
多結合し、構造体の強度、形態安定化向上を図ってもよ
い。そのため芯が高融点、さやが低融点の複合高強力合
成繊維を用いてもよい。
The high-strength synthetic fibers are irregularly bent to form an entangled layer and are continuous from one end 5 to the other end 6. The number of high-strength synthetic fibers depends on the fineness, but it is preferably used in a range of 4 to 12. If necessary, the amount of entangled R cotton may be bonded multiple times by fusion, adhesion, or other methods to improve the strength and form stability of the structure. Therefore, a composite high-strength synthetic fiber whose core has a high melting point and whose sheath has a low melting point may be used.

密構造層は、高強力合成繊維を高密度化することKよシ
形成させてもよいが、疎構造の構造物に対し、一定間隔
でls槽維を充填し、接着。
The dense structure layer may be formed by increasing the density of high-strength synthetic fibers, but the structure with a sparse structure may be filled with LS fibers at regular intervals and bonded.

融着などにより結合せしめて、密構造層としてもよい。They may be combined by fusion or the like to form a dense structure layer.

必要なときけ、両側面7,80周辺部も密構造層として
もよい。
If necessary, the periphery of both side surfaces 7 and 80 may also be formed into a dense structure layer.

構造物は全体として回帰性を有している。構造物を可撓
性にするには、一定範囲内の強度。
The structure as a whole has recurrent properties. To make a structure flexible, the strength must be within a certain range.

伸度、ヤング率などを有する高強力合成繊細を選ぶか、
疎構造層の空隙率を一定範囲内に設定することKよって
できる。
Choose a high-strength synthetic material with good elongation and Young's modulus, or
This can be done by setting the porosity of the sparse structure layer within a certain range.

本発明の(3)、 (4)における網状物は合成繊維。The net-like material in (3) and (4) of the present invention is a synthetic fiber.

天然繊維、無機繊維などを用いたものでもよいが、法面
の形態安定化のためには菱形またはハニカム型の金網を
用いるのが好ましい。構造物及び網状物を固定するには
通常のアンカーを打込んで固定すればよい。客土の注入
には従来公知の吹付工法などを用いる。
Although natural fibers, inorganic fibers, etc. may be used, it is preferable to use a diamond-shaped or honeycomb-shaped wire mesh in order to stabilize the shape of the slope. To fix structures and net-like objects, ordinary anchors can be driven and fixed. Conventionally known spraying methods are used to pour the soil.

注入とは、通常、吹込法によシ行々うが必らずしも吹込
法に限定されない。本発明の構造物に外部から客土を注
入する手段であればよい・また本発明における構造物1
0の特徴は、前述した構造物1の特徴に加えて次の特徴
を有する。
Injection is usually performed by a blowing method, but is not necessarily limited to the blowing method. Any means for injecting soil from the outside into the structure of the present invention may be used. Also, the structure 1 of the present invention
0 has the following features in addition to the features of structure 1 described above.

(1)構造物1の内部に点在状に固形肥料を保持せしめ
ていること。
(1) Solid fertilizer is retained in a scattered manner inside the structure 1.

ここに点在状とは、固形肥料が客土中を移行して植物全
体の育成のために数年間にわたって有効に作用しうる距
離に点在せしめることをいう。固形肥料としては、一般
に用いられている窒素、燐酸、苛里等の複合肥料たとえ
ば、ウッドエース(三菱化成■fXりなどを用いること
ができるが、かかる固形肥料をたとえば1 m’あた抄
8−16個をitは等間隔に点在させておくとよい。
Here, the term "spotted" means that the solid fertilizer moves through the soil and is scattered at a distance where it can effectively work for several years for the growth of the entire plant. As a solid fertilizer, commonly used compound fertilizers such as nitrogen, phosphoric acid, and caustic acid, such as Wood Ace (Mitsubishi Kasei ■fX), can be used. -16 pieces are preferably scattered at equal intervals.

固形物を構造物の内部に保持させるには、たとえば密構
造の絡合層中に保持させてもよく、疎構造の絡合層中に
、網状袋に収容した固形肥料を接着または吊シ下げなど
の方法により結合せしめてもよい。本発明のごとく構成
せしめた結果、本発明は以下のごとき利点を有する。
In order to hold the solids inside the structure, for example, it may be held in a densely structured entangled layer, or a solid fertilizer housed in a mesh bag may be glued or suspended in a sparsely structured entangled layer. They may be combined by a method such as the following. As a result of the structure of the present invention, the present invention has the following advantages.

(1)  客土吹付工法により客土を本発明の構造物に
吹付は注入する場合、本構造物の疎構造層に向って吹付
けを行えば、容易に疎構造層の内部に均一に充満せしめ
ることができ、つぎに客土の自重に上り疎構造層内の客
土が密構造層内部へ漸次移行し密構造層内部に充滴し客
土の移行けそとで停止する。密構造層はいわば6しがら
”の役目をする。従って従来の構造物を用いた場合に生
じた客土の構造物枠外への流出がほとんどない。
(1) When spraying soil into the structure of the present invention using the soil spraying method, if the soil is sprayed toward the sparse structure layer of the structure, the inside of the sparse structure layer can be easily filled uniformly. Then, the weight of the top soil increases, and the top soil in the sparse structure layer gradually migrates into the dense structure layer, filling the inside of the dense structure layer and stopping at the point where the top soil transfers. The dense structure layer acts as a so-called "6-frame". Therefore, there is almost no leakage of soil outside the structure frame, which occurs when conventional structures are used.

(2)  本発明の構造物はいわば多段受皿方式とでも
呼ぶべき′4W1 mを有しているので、垂直面に対し
10〜30°の急斜面あるいは、垂直面に対しマイナス
5〜20°秤度に削り込んだ斜面(以下急勾配法面とい
う)に対しても用いることがアきる。
(2) Since the structure of the present invention has a height of 4W1 m, which can be called a multi-stage saucer system, it has a steep slope of 10 to 30 degrees to the vertical plane, or a scale angle of -5 to 20 degrees to the vertical plane. It can also be used for slopes that have been carved into the slope (hereinafter referred to as steep slopes).

(3)  本発明の構造物は長手方向に連続している高
強力合成繊維を用いているので、なだらかな傾斜面にお
いては勿論だが、急勾配法面に本構造物を用いた場合に
高重量が構造物にかかつても充分耐えることができる。
(3) Since the structure of the present invention uses high-strength synthetic fibers that are continuous in the longitudinal direction, it can be used not only on gentle slopes, but also on steep slopes. The structure can withstand even the most severe damage.

(4)  本発明の構造物は構造物全体として可撓性を
有しているので凹凸のはげしい法面、特に急勾配法面に
おいても、法面形状に適合した施工をすることができる
(4) Since the structure of the present invention has flexibility as a whole, it can be constructed in a way that suits the shape of the slope, even on extremely uneven slopes, especially steep slopes.

(5)本発明の構造物10は、構造物内部に固形III
’! 利を点在状に保持させているので、施工後数年間
は肥料を追加する必要がない。また数年間仔つと、植物
も大きく成長し、自ら、地盤から栄養を吸収して自生す
るようになる。
(5) The structure 10 of the present invention has solid III inside the structure.
'! Since the benefits are maintained in a scattered manner, there is no need to add fertilizer for several years after construction. In addition, after a few years of pups, the plants grow large and begin to grow by themselves by absorbing nutrients from the ground.

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

第1図は本発明の構造物1の正面図である。 第2図は第1図のA −A’面における断面図である。 第3図は本発明の構造物2の正面図である。 第4図は本発明の清面緑化工法の説明図である。 lh本発明(1)の構造物、2は構造物1の長手方向に
連続している高強力合成繊維、3は疎構造の絡合層、4
け密構造の絡合層、5,6は構造物の両端、7,8は構
造物の両側面、9け固形肥料、10は本発明(2)の構
造物、11は法面。 12.14はアンカー、13は金網である。 特許出願人 帝人株式会社 手続補正書 昭和58年2月15日 特許庁長官殿 1、事件の表示 特願昭 58 −  1737  号 2 発明の名称 3 補正をする者 事件との関保  特ご「出願人 大阪市東区南本町1丁目11番地 (300)帝人株式会社 代表者  徳  末  知  夫 (ほか1名) 以上 ■(日 ■2恥 /X31η
FIG. 1 is a front view of a structure 1 of the present invention. FIG. 2 is a sectional view taken along the line A-A' in FIG. 1. FIG. 3 is a front view of the structure 2 of the present invention. FIG. 4 is an explanatory diagram of the clear surface greening method of the present invention. lhThe structure of the present invention (1), 2 is a high-strength synthetic fiber continuous in the longitudinal direction of the structure 1, 3 is an entangled layer with a loose structure, 4
An entangled layer with a dense structure, 5 and 6 are both ends of the structure, 7 and 8 are both sides of the structure, 9 are solid fertilizers, 10 is the structure of the present invention (2), and 11 is a slope. 12 and 14 are anchors, and 13 is a wire mesh. Patent applicant: Teijin Ltd. Procedural amendment February 15, 1980 Mr. Commissioner of the Japan Patent Office 1. Indication of the case Patent application No. 1737 1982. Title of the invention 3. Person making the amendment 1-11 Minamihonmachi, Higashi-ku, Osaka (300) Representative Tomoo Tokusue (and 1 other person) Teijin Limited

Claims (1)

【特許請求の範囲】 0) 高強力合成繊維よりなる長手方向に連続している
繊維絡合体であって、可視性を有し、階層状疎密層をな
す法面緑化用構造物1゜(2)  繊維絡合体内部に固
形肥料を点在させた特許請求の範囲第(1)項記載の法
面緑化用構造物10゜ (3)  下記の(イ)〜(→の工程を経て法面に緑化
盤を施工することを特徴とする法面緑化工法。 ビ) 法面上に、尚強力合成繊維よりなる長手方向に連
続している繊維絡合体であって、可撓性を有し、階層状
疎密層をなす構造物lを敷設する。 (ロ) 構造物1上に網状物を張設し、構造物1および
網状物を法面に固定する。 Q)植物種子、土砂、肥料、土質安定剤、土壌改良材、
水等を混合した客土を網状物の上部から注入する。 (4)  繊維絡合体内部に固形肥料を点在させたこと
を特徴とする特許請求の範囲第(3)項記載の法面緑化
工法。
[Scope of Claims] 0) A slope greening structure 1° (2 ) Slope greening structure 10° according to claim (1), in which solid fertilizer is dotted inside the fiber entangled body (3) Slope greening structure 10° (3) A slope greening construction method characterized by constructing a greening board. B) A fiber entangled body made of strong synthetic fibers that is continuous in the longitudinal direction and is flexible and has a layered structure. A structure l forming a dense layer is laid. (b) A net-like material is stretched over the structure 1, and the structure 1 and the net-like material are fixed to the slope. Q) Plant seeds, soil, fertilizers, soil stabilizers, soil improvement materials,
Pour soil mixed with water etc. from the top of the mesh. (4) The slope greening method according to claim (3), characterized in that solid fertilizer is dotted inside the fiber entangled body.
JP173783A 1983-01-11 1983-01-11 Structure for greens-planting work and slope greens- planting work therewith Pending JPS59126824A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP173783A JPS59126824A (en) 1983-01-11 1983-01-11 Structure for greens-planting work and slope greens- planting work therewith

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP173783A JPS59126824A (en) 1983-01-11 1983-01-11 Structure for greens-planting work and slope greens- planting work therewith

Publications (1)

Publication Number Publication Date
JPS59126824A true JPS59126824A (en) 1984-07-21

Family

ID=11509873

Family Applications (1)

Application Number Title Priority Date Filing Date
JP173783A Pending JPS59126824A (en) 1983-01-11 1983-01-11 Structure for greens-planting work and slope greens- planting work therewith

Country Status (1)

Country Link
JP (1) JPS59126824A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6893193B2 (en) * 2002-01-30 2005-05-17 B. Lanka Santha Self-anchoring fiber block system
US9315962B2 (en) 2014-02-24 2016-04-19 B. Lanka Santha Fiber block planting system
US10280578B2 (en) 2017-08-21 2019-05-07 B. Lanka Santha Fiber block system
US10648149B1 (en) 2019-09-26 2020-05-12 B. Lanka Santha Fiber block system
US11965301B2 (en) 2021-11-23 2024-04-23 B. Lanka Santha Fiber sheet system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6893193B2 (en) * 2002-01-30 2005-05-17 B. Lanka Santha Self-anchoring fiber block system
US9315962B2 (en) 2014-02-24 2016-04-19 B. Lanka Santha Fiber block planting system
US10280578B2 (en) 2017-08-21 2019-05-07 B. Lanka Santha Fiber block system
US10648149B1 (en) 2019-09-26 2020-05-12 B. Lanka Santha Fiber block system
US11965301B2 (en) 2021-11-23 2024-04-23 B. Lanka Santha Fiber sheet system

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