JPH093905A - Face-of-slope planting construction method - Google Patents

Face-of-slope planting construction method

Info

Publication number
JPH093905A
JPH093905A JP17403495A JP17403495A JPH093905A JP H093905 A JPH093905 A JP H093905A JP 17403495 A JP17403495 A JP 17403495A JP 17403495 A JP17403495 A JP 17403495A JP H093905 A JPH093905 A JP H093905A
Authority
JP
Japan
Prior art keywords
slope
drainage pipe
vegetation net
face
rear end
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
JP17403495A
Other languages
Japanese (ja)
Inventor
Tasaburo Takano
太三郎 高野
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.)
GIKEN KENSETSU KK
Original Assignee
GIKEN KENSETSU 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 GIKEN KENSETSU KK filed Critical GIKEN KENSETSU KK
Priority to JP17403495A priority Critical patent/JPH093905A/en
Publication of JPH093905A publication Critical patent/JPH093905A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Abstract

PURPOSE: To prevent the damage of the face of a slope and simplify a construction method so as to reduce a construction cost by stretching belt material over the tips of a plurality of drain pipes protruded from the face of the slope, so as to cover the face of the slope with a vegetation net, and spraying planting material on the vegetation net for construction. CONSTITUTION: A taper tap is pushed into the rear end part, provided with a slit, of a drain pipe 30 to open the slit, and the rear end part of the drain pipe 30 is guided along the taper face from the slit part so as to be pushed open. In addition, the pipe end projects outside of a drain hole and carrys out the action of an anchor so as to fix the drain pipe 30 to a retaining wall 10. Belt material is stretched over the tips of numerous drain pipes 30 protruded from the face of a slope and bindingly fixed to check pins 33 so as to be stretched over the whole face of the slope. A vegetation net 38 is then held by the belt material to cover the face of slope with the uniform tension of the vegetation net 38, and planting material such as soil dressing earth 41 is sprayed onto the whole vegetation net 38.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、擁壁やコンクリートな
いしモルタルの吹付けによって形成された壁面を傷付け
ることなく、水抜孔に設置した水抜管を利用して迅速に
かつ低コストで法面を緑化する工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention uses a drainage pipe installed in a drainage hole to quickly and inexpensively cut a slope without damaging a retaining wall or a wall surface formed by spraying concrete or mortar. Regarding the method of greening.

【0002】[0002]

【従来技術とその課題】擁壁やコンクリートないしモル
タルの吹き付けなどによって形成された法面を緑化する
場合、従来は、コンクリートないしモルタルによって形
成された既存または新設の壁面に、鋲やボルトなどを用
いて植栽用のネットや金具を取り付け、その上に緑化資
材を吹き付ける方法が主に実施されている。このような
従来の施工方法においては、植栽用のネットや下地材を
鋲やボルトなどによって壁面に固定する方法であるため
に、鋲やボルトの打ち込みにより壁面が傷付き、亀裂を
生じる原因になる虞れがある。さらに鋲やボルトを壁面
に埋め込むための穿孔作業が必要であり、穿孔時の騒音
が避けられず、法面の面積が広い場合には鋲やボルトの
打ち込み作業に長時間かかり、施工費が嵩むなどの問題
がある。
2. Description of the Related Art Conventionally, when greening a retaining wall or a slope formed by spraying concrete or mortar, studs and bolts have conventionally been used on existing or new wall surfaces formed by concrete or mortar. The main method is to attach a planting net or metal fittings and spray a greening material on it. In such a conventional construction method, since the net for planting and the base material are fixed to the wall surface by tacks or bolts, the wall surface is damaged by driving the tacks or bolts, which may cause cracks. There is a risk of becoming. Furthermore, it requires drilling work to embed the tacks and bolts on the wall surface, noise at the time of drilling is inevitable, and when the slope area is large, the tacking work of the tacks and bolts takes a long time and the construction cost increases There are problems such as.

【0003】本発明は、従来の緑化方法における上記問
題を解消する施工方法を提供するものであって、法面に
設けられている水抜孔ないし水抜管を利用して簡単にか
つ安価に既存の壁面を傷付けることなく法面を緑化する
施工方法を提供する。
The present invention provides a construction method for solving the above-mentioned problems in the conventional greening method, and the existing method can be easily and inexpensively used by utilizing a drainage hole or a drainage pipe provided on the slope. Provide a construction method for greening the slope without damaging the wall surface.

【0004】[0004]

【課題の解決手段】本発明によれば、以下の構成からな
る法面の緑化工法が提供される。 (1)法面に固定された水抜管を利用した緑化工法であ
って、法面から突出した複数の水抜管先端に帯材を張り
渡し、法面上に張り渡した上記帯材に植生ネットを保持
させて該法面を覆い、該植生ネットを介して法面に緑化
資材を吹き付け施工することを特徴とする法面の緑化工
法。 (2)先端に止ピンを設けた水抜管を法面の水抜孔に挿
入して固定し、法面から突出した水抜管先端の止ピンに
帯材を結束して法面に張り渡した後に、該帯材に植生ネ
ットを保持させて法面を覆設し、該植生ネットを介して
法面に緑化資材を吹き付ける上記(1) の緑化工法。 (3)先端に止ピンを有すると共に後端にスリットが形
成された水抜管を用い、該水抜管を法面の水抜孔に挿入
し、法面背後に突き出た水抜管後端にテーパ栓が押し込
まれることにより水抜管後端を押し広げて該水抜管を法
面に固定し、帯材および植生ネットを張り渡す上記(1)
の緑化工法。 (4)法面を覆う植生ネットの上端部を法面の裏側に延
設して地面に固定する上記(1) の緑化工法。
According to the present invention, there is provided a slope greening method having the following constitution. (1) A greening method that uses a drainage pipe fixed to a slope, where strips are stretched over a plurality of drainage pipe tips protruding from the slope, and the vegetation net is attached to the strip stretched over the slope. To cover the slope, and spraying a greening material onto the slope through the vegetation net to construct the slope. (2) After inserting and fixing a drainage pipe with a stop pin at the tip into the drainage hole on the slope, after binding the band material to the stop pin at the tip of the drainage pipe protruding from the slope and stretching it over the slope The greening method according to (1) above, in which the vegetation net is held by the strip material to cover the slope, and a greening material is sprayed onto the slope through the vegetation net. (3) A drainage pipe having a stop pin at the tip and a slit formed at the rear end is used, the drainage pipe is inserted into the drainage hole of the slope, and a taper plug is provided at the rear end of the drainage pipe protruding behind the slope. The rear end of the drainage pipe is expanded by being pushed in, the drainage pipe is fixed to the slope, and the strip material and the vegetation net are stretched (1)
Greening method. (4) The greening method of (1) above, in which the upper end of the vegetation net that covers the slope is extended to the back side of the slope and fixed to the ground.

【0005】[0005]

【実施例】以下、図面を参照して本発明を具体的に説明
する。図1および図2は本発明の緑化工法を実施した法
面の概略断面図であり、図1は擁壁に施工した例であ
り、図2はコンクリートないしモルタル吹付け法面に施
工した例を示す。図3は法面に固定した水抜管の概略断
面図および図4は水抜管およびテーパ栓の外観図、図5
は植生ネットで覆設した法面の正面概略図である。な
お、以下、主に擁壁法面の緑化を例にして説明するが、
本発明の緑化方法はコンクリートやモルタルの吹付けに
よって形成した法面20についても同様に適用される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to the drawings. 1 and 2 are schematic cross-sectional views of slopes on which the greening method of the present invention has been carried out, FIG. 1 shows an example of construction on a retaining wall, and FIG. 2 shows an example of construction on concrete or mortar spray slopes. Show. 3 is a schematic cross-sectional view of the drainage pipe fixed to the slope, and FIG. 4 is an external view of the drainage pipe and the taper plug, and FIG.
[Fig. 3] is a schematic front view of a slope covered with a vegetation net. In the following, we will mainly explain the greening of the retaining wall slope, but
The greening method of the present invention is similarly applied to the slope 20 formed by spraying concrete or mortar.

【0006】図1、2に示すように、コンクリート擁壁
10あるいはコンクリートやモルタルの吹付けによって
形成した法面20には通常、適宜の間隔で水抜用の孔が
多数穿設されいる。本発明はこの既設の水抜孔あるいは
該水抜孔に設けた水抜管30を利用した緑化工法であ
る。
As shown in FIGS. 1 and 2, the concrete retaining wall 10 or the slope 20 formed by spraying concrete or mortar is usually provided with a large number of holes for draining water at appropriate intervals. The present invention is a greening method using the existing drainage hole or the drainage pipe 30 provided in the drainage hole.

【0007】既存の水抜孔に水抜管が設けられていない
場合には、水抜管30を、その先端31および後端32
が水抜孔から突出すように装入して用いる。該水抜管3
0の好適な形状を図3および図4に示す。図示する水抜
管30はその先端31に止ピン33を有する。止ピン3
3の形状は限定されない。好ましくは一例として図4に
示すように、水抜管外周の四方に張り出す十字形のピン
が用いられる。止ピン33は板状でも棒状でも良い。先
端に止ピン33を有する水抜管30をその後端側から擁
壁の水抜孔に挿入して固定する。なお、止ピン33は水
抜管30を擁壁に固定した後に取り付けることもできる
が、予め止ピン33を有する水抜管30を用いるのが好
ましい。
When the existing drainage hole is not provided with a drainage pipe, the drainage pipe 30 is provided with a front end 31 and a rear end 32 thereof.
It is used by inserting it so that it protrudes from the drainage hole. The drainage pipe 3
A preferred shape of 0 is shown in FIGS. The illustrated drainage pipe 30 has a stop pin 33 at its tip 31. Stop pin 3
The shape of 3 is not limited. Preferably, as an example, as shown in FIG. 4, a cross-shaped pin protruding in four directions on the outer circumference of the drainage pipe is used. The stop pin 33 may be plate-shaped or rod-shaped. The drainage pipe 30 having the stop pin 33 at the tip is inserted into the drainage hole of the retaining wall from the rear end side and fixed. The stop pin 33 can be attached after fixing the water drain pipe 30 to the retaining wall, but it is preferable to use the water drain pipe 30 having the stop pin 33 in advance.

【0008】上記水抜管30には、その固定手段とし
て、管後端にスリット34とテーパ栓35が設けられて
いる。スリット34は管長に沿って複数本設けられてお
り、このスリット33を設けた後端部に栓35が押し込
まれる。該栓35の胴部には先細りのテーパが形成され
ており、また栓35の蓋面には水抜き用の小孔36が多
数設けられている。蓋面の外径は水抜管30の内径より
も僅かに大きく形成される。これらスリットの長さやテ
ーパの角度などは水抜管の材質や厚さ、テーパ栓35の
挿入深さなどに応じて適宜定められる。通常、スリット
34の長さは3〜7cmで足りる。
The drainage pipe 30 is provided with a slit 34 and a taper plug 35 at the rear end of the pipe as a fixing means. A plurality of slits 34 are provided along the pipe length, and the plug 35 is pushed into the rear end portion where the slits 33 are provided. A tapered taper is formed on the body of the stopper 35, and a large number of small holes 36 for draining water are provided on the lid surface of the stopper 35. The outer diameter of the lid surface is formed slightly larger than the inner diameter of the drain pipe 30. The length and taper angle of these slits are appropriately determined according to the material and thickness of the drainage pipe, the insertion depth of the taper plug 35, and the like. Usually, the length of the slit 34 is 3 to 7 cm.

【0009】水抜管30のスリット34を設けた後端部
に上記テーパ栓35を押し込むとスリット34が開き、
栓35の挿入深さに応じて水抜管30の後端部がスリッ
ト34の部分から栓35のテーパ面に案内されて押し広
げられ、管端が水抜孔の外側に張り出す。この結果、張
り出した後端部がアンカーの作用を果たし水抜管30が
擁壁10に固定される。また水抜管30の後端は該テー
パ栓35によって塞がれるので水抜管30を通じた擁壁
背後の土砂の流出が防止される。一方、該テーパ栓35
には水抜用の小孔36が多数設けられているので、擁壁
背後の水は、この小孔36を通じて排出することができ
る。
When the taper plug 35 is pushed into the rear end of the drainage pipe 30 where the slit 34 is provided, the slit 34 opens,
According to the insertion depth of the stopper 35, the rear end portion of the drainage pipe 30 is guided and pushed out from the slit 34 by the tapered surface of the stopper 35, and the pipe end projects to the outside of the drainage hole. As a result, the protruding rear end portion acts as an anchor, and the drainage pipe 30 is fixed to the retaining wall 10. Further, since the rear end of the drainage pipe 30 is closed by the taper plug 35, the outflow of earth and sand behind the retaining wall through the drainage pipe 30 is prevented. On the other hand, the taper plug 35
Since a large number of small holes 36 for draining water are provided in the, the water behind the retaining wall can be discharged through the small holes 36.

【0010】上記テーパ栓35は、背後に土砂が無い新
設の擁壁や、土砂を取り除いた擁壁の場合には、擁壁背
後に突き出した水抜管30の後端にテーパ栓35を押し
込んで固定する。また背後が土砂で埋まっている既設の
擁壁については、予め水抜管30の後端にテーパ栓35
を浅く差し込んでおき、水抜管30の挿入によってテー
パ栓35を押し込む。具体的には、水抜管30のスリッ
ト34を設けた管後端にテーパ栓35を浅く差し込み、
その後端部から水抜管30を擁壁10の水抜孔に挿入す
る。水抜管30の後端が擁壁の背後に突き出ると、背後
の土砂に突当たり、この抵抗によってテーパ栓35が水
抜管内部に押し込まれ、スリット34が押し広げられ、
水抜管30の後端部が水抜孔の外側に張り出して固定さ
れる。
In the case of a new retaining wall with no earth and sand behind it, or a retaining wall from which earth and sand have been removed, the taper stopper 35 is obtained by pushing the taper stopper 35 into the rear end of the drain pipe 30 protruding behind the retaining wall. Fix it. For an existing retaining wall whose back is filled with earth and sand, a taper plug 35 should be attached to the rear end of the drain pipe 30 in advance.
Is inserted shallowly, and the taper plug 35 is pushed in by inserting the drain pipe 30. Specifically, the taper plug 35 is shallowly inserted at the rear end of the drainage pipe 30 provided with the slit 34,
The drain pipe 30 is inserted into the drain hole of the retaining wall 10 from the rear end thereof. When the rear end of the drainage pipe 30 protrudes behind the retaining wall, it hits against the earth and sand behind, and the taper plug 35 is pushed into the drainage pipe by this resistance, and the slit 34 is expanded.
The rear end portion of the drainage pipe 30 projects and is fixed to the outside of the drainage hole.

【0011】水抜管30が擁壁10に既に設置されてい
る場合には、水抜管30の後端に上記と同様のスリット
34を設け、テーパ栓35を打ち込んで水抜管30を擁
壁10に固定しても良い。既設の水抜管後端が擁壁の背
後に突出していない場合には背後を掘り起こしてテーパ
栓35を打ち込む。水抜管30が水抜孔に固く嵌め込ま
れている場合やセメントやモルタルあるいはアンカーボ
ルトなどによって擁壁に予め強固に固定されている場合
には、上記テーパ栓35の打ち込みによる固定を行う必
要はない。なお、擁壁に水抜管30が設置されている場
合でも、その設置個数が緑化面積に対して少ないときに
は、水抜孔を穿設し、あるいは既存の水抜孔に上記水抜
管30を設置するのが好ましい。
When the drainage pipe 30 is already installed on the retaining wall 10, a slit 34 similar to the above is provided at the rear end of the drainage pipe 30, and a taper plug 35 is driven to mount the drainage pipe 30 on the retaining wall 10. You may fix it. When the rear end of the existing drainage pipe does not project behind the retaining wall, the rear is dug up and the taper plug 35 is driven. When the drainage pipe 30 is tightly fitted in the drainage hole or is firmly fixed to the retaining wall beforehand by cement, mortar, or anchor bolts, it is not necessary to fix the taper plug 35. Even if the drainage pipes 30 are installed on the retaining wall, if the number of the drainage pipes 30 is smaller than the area to be planted, it is advisable to form the drainage holes or install the drainage pipes 30 in the existing drainage holes. preferable.

【0012】水抜管30を固定した後に、法面から突き
出た多数の水抜管先端に帯材37を掛渡し、上記止ピン
33に結束して固定し、緑化施工する法面全体に該帯材
37を張り渡す。該帯材37は植生ネット38を保持す
る部材であり、水抜管先端に巻き付けて植生ネット38
を保持し易いように、一定の幅を有する繊維質のテープ
が好適に用いられるが、綱でも良い。材質は耐候性の点
からは化学繊維のものが適当であり、また緑化後の環境
保全の点からは布製の帯材も用いられる。
After fixing the drainage pipe 30, the strip 37 is hung over the ends of the drainage pipes protruding from the slope, and the strip 37 is bundled and fixed to the stop pin 33, and the strip is attached to the entire slope to be greened. Stretch out 37. The strip 37 is a member for holding the vegetation net 38, and is wound around the tip of the drainage pipe to vegetation net 38.
A fibrous tape having a constant width is preferably used so as to easily hold the tape, but a rope may be used. From the viewpoint of weather resistance, a suitable material is a chemical fiber, and a cloth band material is also used from the viewpoint of environmental protection after greening.

【0013】上記帯材37に植生ネット38を保持さ
せ、緑化施工する法面を植生ネット38によって覆う。
帯材37と植生ネット38は適宜の箇所を結束して固定
すると良い。植生ネット38は通常の緑化施工において
使用されるもので足りる。帯材37によって植生ネット
38を保持させることにより、植生ネット38を均一な
張力で覆設することができ、緑化施工する法面全体を通
じて法面20との間に一定の間隔を保持することができ
る。植生ネット38の上端部39は擁壁の背後に延設
し、アンカーピン40などにより地面に固定すると良
い。また必要に応じ、化繊ロープを縦横に張り、端部を
アンカーピンで固定して植生ネット38を補強しても良
い。さらに、擁壁の水抜孔にピンを打ち込み、これに植
生ネット38を結束して補強しても良い。
The strip 37 holds the vegetation net 38, and the slope to be greened is covered with the vegetation net 38.
The band 37 and the vegetation net 38 may be bundled and fixed at appropriate places. The vegetation net 38 is sufficient as that used in normal greening construction. By holding the vegetation net 38 with the band material 37, the vegetation net 38 can be covered with a uniform tension, and a constant space can be maintained between the vegetation net 38 and the slope 20 throughout the slope to be greened. it can. The upper end 39 of the vegetation net 38 may be extended behind the retaining wall and fixed to the ground with anchor pins 40 or the like. If necessary, synthetic fiber ropes may be stretched vertically and horizontally, and the ends may be fixed with anchor pins to reinforce the vegetation net 38. Further, a pin may be driven into the drainage hole of the retaining wall, and the vegetation net 38 may be bound to this to reinforce.

【0014】植生ネット38を覆設した後に、該植生ネ
ット38の全体に客土41などの緑化資材を所定厚さま
で吹き付ける。客土41には予め肥料と共に植物種子を
混入したものを用いても良く、また客土41を吹き付け
た後に植物種子を植え込んでも良い。客土の吹き付けな
どは通常の方法で行えば良い。一般に客土41の層厚は
10cm以上であることが好ましいので、法面20から
突き出る水抜管先端の長さを10cm前後に予め設ける
と良い。客土41は水抜管先端を僅かに覆う程度に設け
ても良く、また水抜管先端が露出程度に設けても良い。
いずれの場合にも法面20に吹き付けた客土41には、
水抜管30を通じて擁壁背後の地面から排出される水が
導かれるので、客土全体に水が補給される。
After covering the vegetation net 38, a greening material such as the soil 41 is sprayed on the entire vegetation net 38 to a predetermined thickness. The soil for soil 41 may be a mixture of plant seeds with fertilizer in advance, or the soil for soil 41 may be sprayed before plant seeds are planted. The spraying of the soil may be done in the usual way. Generally, since the layer thickness of the soil 41 is preferably 10 cm or more, the length of the tip of the drainage pipe protruding from the slope 20 may be set to about 10 cm in advance. The soil 41 may be provided so as to slightly cover the tip of the drainage pipe, or the tip of the drainage pipe may be exposed.
In either case, the soil 41 sprayed on the slope 20
Since the water discharged from the ground behind the retaining wall is guided through the drain pipe 30, the entire soil is replenished with water.

【0015】[0015]

【発明の効果】本発明の緑化方法は、擁壁の水抜孔を利
用して植生ネットを固定し、これに客土などの緑化資材
を吹き付ける方法であるために、法面を傷付けることが
なく、施工方法が簡単であるために施工日数も少なくて
良い。しかも、吹き付け工程のほかは特別な機械類を必
要としないので施工費が少なくて済み、経済性にも優れ
る。
The greening method of the present invention is a method of fixing a vegetation net by utilizing the water drainage holes of the retaining wall and spraying a greening material such as soil on the net without damaging the slope. Since the construction method is simple, the number of construction days can be small. Moreover, since no special machinery is required other than the spraying process, the construction cost is low and the economy is excellent.

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

【図1】 本発明の施工法を擁壁の法面に適用した例を
示す概略断面図。
FIG. 1 is a schematic cross-sectional view showing an example in which the construction method of the present invention is applied to a slope of a retaining wall.

【図2】 本発明の施工法をコンクリートないしモルタ
ル吹付け法面に施工した例を示す概略断面図。
FIG. 2 is a schematic sectional view showing an example in which the construction method of the present invention is applied to a concrete or mortar spray slope.

【図3】 法面に固定した水抜管の概略断面図。FIG. 3 is a schematic sectional view of a drainage pipe fixed to a slope.

【図4】 本発明において使用する水抜管およびテーパ
栓の外観図。
FIG. 4 is an external view of a drainage pipe and a taper plug used in the present invention.

【図5】 植生ネットで覆設した法面の正面概略図。FIG. 5 is a schematic front view of a slope covered with a vegetation net.

【符号の説明】[Explanation of symbols]

10−擁壁 20−法面 30−水抜管 31−先端 32−後端 33−止ピン 34−スリット 35−テーパ栓 36−小孔 37−帯材 38−植生ネット 39−植生ネット上端部 40−アンカーピン 41−客土 10-Retaining wall 20-Slope 30-Drainage pipe 31-Front end 32-Rear end 33-Stop pin 34-Slit 35-Taper plug 36-Small hole 37-Strip 38-Vegetation net 39-Vegetation net upper end 40- Anchor Pin 41-Soil

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 法面に固定された水抜管を利用した緑化
工法であって、法面から突出した複数の水抜管先端に帯
材を張り渡し、法面上に張り渡した上記帯材に植生ネッ
トを保持させて該法面を覆い、該植生ネットを介して法
面に緑化資材を吹き付け施工することを特徴とする法面
の緑化工法。
1. A greening method using a drainage pipe fixed to a slope, wherein strips are stretched over a plurality of drainage pipe tips protruding from the slope, and the strips stretched over the slope are A method for planting a slope, comprising holding a vegetation net to cover the slope, and spraying a green material onto the slope through the vegetation net.
【請求項2】 先端に止ピンを設けた水抜管を法面の水
抜孔に挿入して固定し、法面から突出した水抜管先端の
止ピンに帯材を結束して法面に張り渡した後に、該帯材
に植生ネットを保持させて法面を覆設し、該植生ネット
を介して法面に緑化資材を吹き付ける請求項1の緑化工
法。
2. A drainage pipe having a stop pin at its tip is inserted into and fixed to a drainage hole on the slope, and the stopper pin at the tip of the drainage pipe protruding from the slope is bound with a band material and stretched over the slope. After that, the vegetation net is held by the strip material to cover the slope, and the vegetation net is sprayed onto the slope through the vegetation net.
【請求項3】 先端に止ピンを有すると共に後端にスリ
ットが形成された水抜管を用い、該水抜管を法面の水抜
孔に挿入し、法面背後に突き出た水抜管後端にテーパ栓
が押し込まれることにより水抜管後端を押し広げて該水
抜管を法面に固定し、帯材および植生ネットを張り渡す
請求項1の緑化工法。
3. A drainage pipe having a stop pin at the tip and a slit formed at the rear end is used, the drainage pipe is inserted into a drainage hole on the slope, and the rear end of the drainage pipe protruding behind the slope is tapered. The greening method according to claim 1, wherein the stopper is pushed in to spread the rear end of the drainage pipe, fix the drainage pipe on the slope, and stretch the belt material and the vegetation net.
【請求項4】 法面を覆う植生ネットの上端部を法面の
裏側に延設して地面に固定する請求項1の緑化工法。
4. The greening method according to claim 1, wherein an upper end portion of the vegetation net covering the slope is extended to the back side of the slope and fixed to the ground.
JP17403495A 1995-06-17 1995-06-17 Face-of-slope planting construction method Pending JPH093905A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17403495A JPH093905A (en) 1995-06-17 1995-06-17 Face-of-slope planting construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17403495A JPH093905A (en) 1995-06-17 1995-06-17 Face-of-slope planting construction method

Publications (1)

Publication Number Publication Date
JPH093905A true JPH093905A (en) 1997-01-07

Family

ID=15971481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17403495A Pending JPH093905A (en) 1995-06-17 1995-06-17 Face-of-slope planting construction method

Country Status (1)

Country Link
JP (1) JPH093905A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153378A (en) * 2014-08-06 2014-11-19 深圳万向泰富环保科技有限公司 Soil slope protecting wall and protecting method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153378A (en) * 2014-08-06 2014-11-19 深圳万向泰富环保科技有限公司 Soil slope protecting wall and protecting method thereof
CN104153378B (en) * 2014-08-06 2016-06-29 深圳万向泰富环保科技有限公司 Soil-slope protecting wall and means of defence thereof

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