JP3107761B2 - Greening method for retaining wall - Google Patents

Greening method for retaining wall

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Publication number
JP3107761B2
JP3107761B2 JP08352181A JP35218196A JP3107761B2 JP 3107761 B2 JP3107761 B2 JP 3107761B2 JP 08352181 A JP08352181 A JP 08352181A JP 35218196 A JP35218196 A JP 35218196A JP 3107761 B2 JP3107761 B2 JP 3107761B2
Authority
JP
Japan
Prior art keywords
planting
pipe
cut
slope
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP08352181A
Other languages
Japanese (ja)
Other versions
JPH10168913A (en
Inventor
房雄 高橋
竹三郎 本多
Original Assignee
株式会社高特
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Filing date
Publication date
Application filed by 株式会社高特 filed Critical 株式会社高特
Priority to JP08352181A priority Critical patent/JP3107761B2/en
Publication of JPH10168913A publication Critical patent/JPH10168913A/en
Application granted granted Critical
Publication of JP3107761B2 publication Critical patent/JP3107761B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

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

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、コンクリ−ト擁壁やブ
ロック積み工等人工材料によって成形した擁壁面の緑化
工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 greening a retaining wall formed of artificial material such as a concrete retaining wall or a block pile.

【0002】[0002]

【従来の技術】一般にコンクリ−ト擁壁やブロック積み
工等によって構築した擁壁面緑化工法には次のようなも
のがある。すなわち、第1は図5に示すように構造物の
表面Aの下部や天端に蔓植物Bを植栽し、その伸長生育
に構造物の表面Aに這わすことが行われる。また、第2
は図6に示すように構造物の表面Aにプランタ−Pを設
置し、そのプランタ−に適当な低木類Cを植栽すること
も行われている。なお、本願出願人は、特許第1212
659号の発明において、「のり法面に所定の間隔をお
いて設けた凹溝に客土袋を埋め込むように収容し、その
上から金網類を張設して客土袋の収容位置に植栽用パイ
プを水平より略下向きにして基部を該客土袋に接触し、
その植栽用パイプの先端孔を閉塞しないように金網類の
上からモルタルまたはコンクリ−トを吹付けて吹付層を
成形し、前記客土袋のパイプ基部が接触している部分を
切開いて蔓植物を植栽する」人工材料によるのり面緑化
工法を提供した。
2. Description of the Related Art In general, there are the following retaining wall greening methods constructed by a concrete retaining wall, a block-laying method, or the like. That is, first, as shown in FIG. 5, vine plants B are planted below or on the top of the surface A of the structure, and are crawled on the surface A of the structure for their elongation and growth. Also, the second
As shown in FIG. 6, a planter P is installed on a surface A of a structure, and an appropriate shrub C is planted on the planter. The applicant of the present application filed a patent No. 1212
In the invention of No. 659, "the dressing bags are accommodated so as to be buried in the grooves provided at predetermined intervals on the glue slope, and wire meshes are stretched from above and planted at the storage position of the dressing bags. With the planting pipe facing downward from the horizontal and the base contacting the customer bag,
Mortar or concrete is sprayed on the wire mesh to form a sprayed layer so as not to block the tip hole of the planting pipe, and a portion of the guest clay bag in contact with the pipe base is cut open to spread the vine. We have provided a slope revegetation method using artificial materials to plant plants.

【0003】[0003]

【発明が解決しようとする課題】ところが、従来の工法
のうち、図5の第1の工法に係る構築物の表面下端部位
や天端に蔓植物を植えて、その蔓の伸長生育によって構
築物の表面を這わすやり方はと、構築物の高さが高い場
合には、緑化に長期間を要し、しかも常に法面下端部位
や天端に植栽スペ−スを確保しておかなければならな
い。また、図6の第2の工法に係る構造物の表面Aにプ
ランタ−Pを設置し、そのプランタ−に適当な草本類C
を植栽するやり方にあっては、プランタ−Pが表面1よ
り通路側に出っ張っているため、設置場所によっては通
行中にぶつかる恐れがあり危険である。さらに、本願出
願人の所有に係る特許第1212659号の発明は、軟
岩・砂礫層・ロ−ム層等の掘削可能な地山に適するもの
であるが、厚さが15〜20cm程度の比較的薄いモル
タルやコンクリ−ト吹付けに限られていた。
However, among the conventional construction methods, a vine plant is planted at the lower end portion or the top end of the construction according to the first construction method in FIG. 5, and the surface of the construction is grown and grown by the vine. When the height of the structure is high, it takes a long time to plant greenery, and the planting space must always be secured at the lower end of the slope or at the top. A planter P is installed on the surface A of the structure according to the second construction method shown in FIG.
In the method of planting, there is a danger that the planter P may protrude toward the passage from the surface 1 and may hit during passage depending on the installation location. Furthermore, the invention of Japanese Patent No. 1212659 owned by the applicant of the present invention is suitable for excavated rocks such as soft rock, gravel and loam layers, but has a relatively small thickness of about 15 to 20 cm. It was limited to thin mortar and concrete spray.

【0004】[0004]

【課題を解決するための手段】そこで、本発明は従来技
術の課題を解決するために提供するものである。本発明
の第1は擁壁面の緑化工法において、法面に所定の間隔
をおいて設けた凹溝部に客土袋を埋め込むように収容す
ると共に、法面側の客土袋の一部を切り開いておき、そ
の切り開き部に保型性ネットを当てて法面側にアンカ−
で固定すると共に、その法面の擁壁構築時にあらかじめ
植栽用パイプの基部を客土袋の切り開き部に接触させる
と共に擁壁で固定し、前記植栽用パイプに客土を収容
し、これに蔓類の根元を植えて成るものである。本発明
の第2は第1の発明に係るは擁壁面の緑化工法におい
て、擁壁をブロック積み工と裏込みコンクリ−トで成形
し、且つそのブロックの一部を切り欠いて植栽パイプを
収容し、当該プロックと地山又は裏込み材層の空間部及
びブロック同士の空隙部にコンクリ−トを打設したもの
である。本発明の第3は第1の発明に係るは擁壁面の緑
化工法において、擁壁構築時に植栽用パイプを水平より
や上向きに設置し、且つその植栽用パイプより下方位置
において下向きの排水パイプを設置して当該排水パイプ
の基部を客土袋に接触させたものである。
Accordingly, the present invention is provided to solve the problems of the prior art. A first aspect of the present invention is a greening method for a retaining wall, in which a customer bag is accommodated so as to be embedded in a groove provided at a predetermined interval on a slope, and a part of the customer bag on the slope is cut open. In advance, apply a shape-retaining net to the cut-out, and attach an anchor to the slope.
At the time of construction of the retaining wall of the slope, the base of the planting pipe is brought into contact with the cut-out portion of the guest clay bag and fixed with the retaining wall in advance, and the soil is stored in the planting pipe. It consists of planting the roots of vines. A second aspect of the present invention is a greening method for a retaining wall according to the first aspect, wherein the retaining wall is formed by block-laying and backing concrete, and a part of the block is cut out to form a planting pipe. Concrete is placed in the space between the block and the ground or the backing material layer and in the gap between the blocks. A third aspect of the present invention is a greening method for a retaining wall, in which a planting pipe is installed to be slightly higher than horizontal at the time of constructing the retaining wall, and downward drainage is provided at a position below the planting pipe. A pipe is installed, and the base of the drainage pipe is brought into contact with a customer bag.

【0005】[0005]

【実施例】以下、本発明の実施例を図面を以て説明す
る。図1は法面に対する客土袋の配置列の概略正面図、
図2は図1の法面にブロック積み工を施した縦断面図、
図3は図2の一部の拡大縦断面図、図4は図1の法面に
コンクリ−ト層を施した縦断面図、図5は蔓植物による
従来の法面緑化例を示す概略側面図、図6はプランタ−
設置による従来の法面緑化例を示す概略側面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic front view of an arrangement row of guest bags with respect to a slope,
FIG. 2 is a vertical cross-sectional view showing the slope of FIG.
3 is an enlarged longitudinal sectional view of a part of FIG. 2, FIG. 4 is a longitudinal sectional view in which a concrete layer is applied to the slope of FIG. 1, and FIG. 5 is a schematic side view showing an example of conventional slope greening by vine plants. Fig. 6 and Fig. 6 show the planter.
It is a schematic side view which shows the example of the conventional slope greening by installation.

【0006】図1において、地山の法面1に収容する客
土袋3の配置図であり、例えば1個当たり0.02m3
〜0.04m3 の凹溝部2を横間隔S=1m、縦間隔
S′=2m前後の割合で千鳥状又は整列状に掘削してあ
る。また図2〜図4において、1は地山の法面、2は法
面又は裏込み材層1′の所定個所に形成した凹溝部、3
は凹溝部に収容した客土袋であり、その法面側の一部を
切り開いておく。なお、袋内の客土は一方に偏ることな
く、平均した厚さを保持することが好ましい。4はその
客土袋の切り開き部3′に当てた保型性ネットであり、
図示例は金属線を格子状に組んで成形し、袋内の客土が
上部から下部に偏らないように用いるものである。前記
の保型性ネットは後述の植栽用パイプと排水パイプの当
たる部位に通し穴部を形成して各パイプ基部を位置決め
の役目も有している。5は法面又は裏込み材層1′の表
面に沿って設置した擁壁であり、図2にあっては裏込み
込み材層1′の表面に沿ってコンクリ−トブロック5′
を積み上げ、その裏面に胴込みコンクリ−ト50を打設
して成形してある。図4にあっては法面1に型枠12を
仮設し、その型枠内にコンクリ−トを打設してコンクリ
−ト擁壁5″を成形してある。6は擁壁5の厚さTの方
向に形成した植栽用パイプ孔、7はその孔に挿入してあ
る植栽用パイプであり、その基部を客土袋3の切り開き
部に接触してある。前記パイプには客土袋3′を詰めて
ある。さらにその客土袋の底面を可とする外面に保水マ
ット30を当ててある。また、前記パイプは手が入る程
度の内径のものを用いるものを可とする。8は前記植栽
用パイプの下位における擁壁5に成形して排水孔、9は
排水パイプであって、基部を保型性ネット4を通して客
土袋3に接触してある。図3にあっては、植栽用パイプ
7を水平線と同じか、やや下向きに設置してある。また
図4にあっては、前記の植栽用パイプ7は、その先端が
水平若しくは水平よりやや上向きに成形する。この場合
は、排水パイプ9はその先端部を水平より下向きに傾斜
して成形してある。10は植栽用パイプ7の先端部位に
詰めた安全パッキンであり、図示例は分厚い円形のマッ
ト体に切込みを入れその切込み部に植栽した後の蔓植物
の根元付近を挟むようにする。11は保型性ネット4で
客土袋を法面側に固定するためのアンカ−、12は擁壁
5のうち、コンクリ−ト打設時に用いる型枠、13は植
栽用パイプの客土に植栽する蔓植物等の草本類を示す。
In FIG. 1, there is shown a layout of customer bags 3 housed on the slope 1 of the ground, for example, 0.02 m 3 per piece.
Horizontal interval recessed groove portion 2 of ~0.04m 3 S = 1m, are excavated in a zigzag shape or alignment form at a ratio of longitudinal spacing S '= 2m and forth. 2 to 4, reference numeral 1 denotes a slope of the ground, 2 denotes a slope or a groove formed at a predetermined position of the backing material layer 1 ', 3
Is a souvenir bag accommodated in the groove, and a part of the slope side is cut open. In addition, it is preferable that the guest soil in the bag maintain an average thickness without being biased to one side. Numeral 4 is a shape-retaining net applied to the cut-out portion 3 'of the customer bag.
In the illustrated example, the metal wires are assembled in a lattice shape and formed so that the soil in the bag is not biased from the upper portion to the lower portion. The above-mentioned shape-retaining net also has a role of positioning each pipe base by forming a through hole in a portion where a planting pipe and a drainage pipe, which will be described later, hit. Numeral 5 is a retaining wall provided along the slope or the surface of the backing material layer 1 '. In FIG. 2, a concrete block 5' is provided along the surface of the backing material layer 1 '.
Are piled up, and a molding concrete 50 is cast on the back surface thereof. 4, a formwork 12 is temporarily provided on the slope 1 and a concrete is cast into the formwork to form a concrete retaining wall 5 ″. The planting pipe hole 7 formed in the direction of the height T is a planting pipe inserted into the hole, the base of which is in contact with the cut-out portion of the customer bag 3. A sandbag 3 'is packed, and a water retention mat 30 is applied to the outer surface of the visitor soda that makes the bottom surface of the sandbag 3 available. Reference numeral 8 denotes a drainage hole formed in the retaining wall 5 below the planting pipe, and reference numeral 9 denotes a drainage pipe, the base of which is in contact with the dressing bag 3 through the shape-retaining net 4. As shown in FIG. In this case, the planting pipe 7 is installed at the same level as the horizontal line or slightly downward. Is formed such that its tip is horizontal or slightly upward from horizontal.In this case, the drain pipe 9 is formed with its tip inclined downward from horizontal.10 is located at the tip of the planting pipe 7. In the illustrated example, a cut is made in a thick circular mat body so as to sandwich the vicinity of the root of the vine plant after planting in the cut portion. 12 is a formwork to be used for placing concrete in the retaining wall 5, and 13 is a herbaceous plant such as a vine plant to be planted in the soil of the planting pipe. Show.

【0007】[0007]

【具体的な工程例】 「ブロック積み工の排水」一般にブロック積み工の排水
パイプは2m2 〜4m2 に1個所の割合で設置する。本
願発明にあっては、その他に図2及び図3は地山より水
分の供給が得られる場合の客土袋ごとに植栽用パイプ7
を配置し、且つその植栽用パイプを水平よりやや下向き
設置する。この場合は下向きの植栽用パイプからは降雨
等が入らないので緑化工法に伴う排水パイプは必要とし
ない。図4にあっては、上記図2、図3の場合と異なり
地山より水分の供給が望めない場合であり、降雨を植栽
用パイプ7に取り入れるために当該植栽用パイプを水平
線よりや上向きとし、且つ地山に設置した客土袋3の下
部に排水パイプ9を設ける必要がある。 「ブロック積み工の擁壁」次に、ブロック積み工による
擁壁にあっては、コンクリ−トブロックを積み上げ、法
面からの離反部位及びコンクリ−トブロック同士の空隙
部位に胴込コンクリ−ト50を打設してコンクリ−トブ
ロック及び植栽用パイプを固定する。前記のコンクリ−
トブロック積みに際して、客土袋3に植栽用パイプ7を
当てる部位のブロックは予め切欠いておき、この切欠き
部に植栽用パイプ7を収容し、且つ内部に客土31を詰
めると共に先端部位に安全パッキン10を詰め、そのパ
イプ基部を客土袋3の切り開き部に接触させる。次に、
地山の法面1に所定の厚さt′で裏込み材層1′を成形
し、その裏込み材層に凹溝部2を形成し、図示におい
て、厚さd=20cm、高さh=50cm、長さ(図示
省略)が30cm程度の客土袋3を収容してその切り開
き部を裏込み材層1′の法面に向けて位置させる。そし
て、その切り開き部に格子状に成形した金属製の保型性
ネット4を当てアンカ−11を法面側に打込んで前記客
土袋を固定する。 「コンクリ−ト擁壁」上記手段に基づく作動工程例を説
明する。コンクリ−ト擁壁にあっては、地山の法面1の
所定個所に凹溝部2を形成し、これに客土袋3を収容し
てその切り開き部を法面1に向けて位置させる。そし
て、その切り開き部に保型性ネット4を当ててアンカ−
11で止める。次に型枠12を仮設し、続いて内部に客
土31を詰め且つ先端部位に安全パッキン10を詰めた
植栽用パイプ7の基部を客土袋の切り開き部の客土31
に接触させ、且つ排水パイプ9の基部を客土袋3に当て
ると共に、型枠12に仮止めした後、コンクリ−ト打設
して所定の厚さTに吹付けコンクリ−ト層5″を成形す
る。そして、前記のブロック積み工の擁壁及びコンクリ
−ト擁壁にあって、植栽用パイプ7の先端口から蔓植物
Bを挿入し、その根の部分を手で持って当該パイプ内の
客土に植え込み、保水マット30に十分に水分を含浸さ
せて植栽用パイプ7内に収納し、最後に安全パッキン1
0を蔓植物の根元付近を挟むか、巻くと共にパイブ先端
部位を閉塞する。
[Specific example steps "drainage block stacking Engineering" general block masonry engineering drainage pipe is placed at the rate of 1 point to 2m 2 ~4m 2. In addition, in the present invention, FIGS. 2 and 3 show planting pipes 7 for each visitor bag when water is supplied from the ground.
And the planting pipe is set slightly downward from the horizontal. In this case, since rain does not enter from the downward planting pipe, a drainage pipe accompanying the greening method is not required. In FIG. 4, unlike the case of FIGS. 2 and 3, the supply of moisture cannot be expected from the ground. In order to incorporate rainfall into the planting pipe 7, the planting pipe is slightly shifted from the horizontal line. It is necessary to provide a drain pipe 9 in an upward direction and at the lower part of the customer bag 3 installed on the ground. "Retaining wall of block piler" Next, in the case of the retaining wall by the block piler, the concrete blocks are piled up, and the concrete body 50 is placed on the part separated from the slope and the gap part between the concrete blocks. Pour and fix concrete block and planting pipe. The above concrete
At the time of stacking the blocks, the block at the part where the planting pipe 7 is to be applied to the guest clay bag 3 is cut out in advance, the planting pipe 7 is accommodated in the cutout part, and the guest soil 31 is packed inside and the tip part is filled. , And the base of the pipe is brought into contact with the cut-out portion of the customer bag 3. next,
A backing material layer 1 'is formed on the slope 1 of the ground with a predetermined thickness t', and a concave groove portion 2 is formed in the backing material layer. In the drawing, a thickness d = 20 cm and a height h = A guest clay bag 3 having a size of 50 cm and a length (not shown) of about 30 cm is accommodated, and its cut-out portion is positioned toward the slope of the backing material layer 1 ′. Then, a metal mold retaining net 4 formed in a lattice shape is applied to the cut-out portion, and the anchor 11 is driven into the side of the slope to fix the guest bag. "Concrete retaining wall" An example of an operation process based on the above means will be described. In the concrete retaining wall, a concave groove 2 is formed at a predetermined location on the slope 1 of the ground, and a guest clay bag 3 is accommodated in the groove 2 and its cut-out portion is positioned toward the slope 1. Then, the shape-retaining net 4 is applied to the cut-out portion to secure the anchor.
Stop at 11. Next, the formwork 12 is temporarily provided, and then the base 31 of the planting pipe 7 in which the soil 31 is packed inside and the safety packing 10 is packed in the tip portion is cut into the soil 31 in the cut-out portion of the dressing bag.
And the base of the drain pipe 9 is applied to the customer bag 3 and temporarily fixed to the formwork 12, and then concrete is cast and sprayed to a predetermined thickness T to form a concrete layer 5 ". Then, on the retaining wall of the block masonry and the concrete retaining wall, the vine B is inserted from the tip end of the planting pipe 7, and the root is held by hand. The water-retaining mat 30 is sufficiently impregnated with moisture and stored in the planting pipe 7, and finally the safety packing 1
0 is pinched near the root of the vine or wound and closed at the tip of the pipe.

【0008】[0008]

【発明の効果】本発明は上記の構成であるから、植栽基
盤を地山及び構造物の躯体中に設けることになり、設置
個数の増減により、緑化速度に応じた緑化計画が図れ
る。また、構造物の表面が突出することがないので安心
感がある。続いて、植栽基盤が躯体中にあることによ
り、植栽基盤の乾燥を抑制することができる。次いで、
客土袋の切り開き部には保型性ネット体がアンカ−で固
定されているので、凹溝部に客土袋を設置してから裏込
み材層の成形時や擁壁成形用のコンクリ−ト打設するま
での時間の経過により、袋内の上部の客土が下方にずり
下がっていわゆる下膨れ状態になるのを確実に防止して
いる。さらに、植栽用パイプを水平よりや上向きに設置
した場合は、当該パイプ先端からの降雨の適度の取り入
れが可能となる。しかも、植栽用パイプ内は保水マット
の使用により降雨及び地山からの水分を貯留しておける
効果がある。
According to the present invention having the above-described structure, the planting base is provided in the body of the ground and the structure. By increasing or decreasing the number of plants to be planted, a greening plan corresponding to the greening speed can be achieved. Also, there is a sense of security because the surface of the structure does not protrude. Subsequently, since the planting base is in the frame, drying of the planting base can be suppressed. Then
Since the shape-retaining net body is fixed to the cut-out portion of the sack with an anchor, the sack is placed in the groove, and then the concrete for forming the backing material layer or the retaining wall is formed. With the lapse of time until the casting, the upper soil in the bag is surely prevented from slipping downward to form a so-called downward swelling state. Furthermore, in the case where the planting pipe is installed upward or above the horizontal, it is possible to appropriately take in rainfall from the tip of the pipe. Moreover, the use of a water retention mat in the planting pipe has the effect of retaining rainfall and moisture from the ground.

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

【図1】 本発明工法による法面に対する客土袋の配列
の概略図である。
FIG. 1 is a schematic view of an arrangement of guest clay bags on a slope according to the method of the present invention.

【図2】 図1の法面にブロック積み工を施した縦断面
図である。
FIG. 2 is a vertical cross-sectional view of the slope of FIG.

【図3】 図2の一部の拡大縦断面図である。FIG. 3 is an enlarged vertical sectional view of a part of FIG. 2;

【図4】 図1の法面にコンクリ−ト層を打設した縦断
面図である。
FIG. 4 is a longitudinal sectional view in which a concrete layer is cast on the slope of FIG.

【図5】 蔓植物による従来の法面緑化例を示す概略側
面図である。
FIG. 5 is a schematic side view showing an example of conventional slope greening by a vine plant.

【図6】 プランタ−設置による従来の法面緑化例を示
す概略側面図である。
FIG. 6 is a schematic side view showing an example of conventional slope greening by installation of a planter.

【符号の説明】[Explanation of symbols]

1 法面 2 凹溝部 3 客土袋 4 保型性ネット 5 擁壁 6 植栽パイプ用孔 7 植栽用パイプ 8 排水孔 9 排水パイプ 10 安全パッキン 11 アンカ− 12 型枠 A 構造物の表面 B 蔓植物等の草本類 C 低木類 P プランタ− DESCRIPTION OF SYMBOLS 1 Slope 2 Groove part 3 Customer bag 4 Retaining net 5 Retaining wall 6 Planting pipe hole 7 Planting pipe 8 Drainage hole 9 Drainage pipe 10 Safety packing 11 Anchor 12 Formwork A Surface of structure B Herbs such as vines C Shrubs P Planters

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 29/02 311 E02D 17/20 102 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 7 , DB name) E02D 29/02 311 E02D 17/20 102

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 法面(1)に所定の間隔をおいて設けた
凹溝部(2)に客土袋(3)を埋め込むように収容する
と共に、法面側の客土袋(3)の一部を切り開いてお
き、その切り開き部に金属線を格子状に組んだ保型性ネ
ット(4)を当てて法面側にアンカー(11)で固定
し、その法面の擁壁構築時にあらかじめ植栽用パイプ
(7)の基部を客土袋(3)の切り開き部に接触させる
と共に、植栽用パイプ(7)を水平よりやや上向きに設
置し、且つその植栽用パイプより下位位置において下向
きの排水パイプ(9)を設置して当該排水パイプの基部
を客土袋(3)に接触させ、構築する擁壁(5)をブロ
ック積み工と裏込みコンクリートで成形して固定し、
つそのブロック(5′)の一部を切り欠くと共に裏込み
コンクリートの詰め込み時に孔をあけて植栽用パイプ
(7)を収容し、前記植栽用パイプに客土(31)を収
容し、これに蔓類(B)の根元を植えると共にパイプ7
の先端部位に分厚い円形の安全パッキン(10)を詰め
て成ることを特徴とする擁壁面の緑化工法。
Accommodates to fill soil dressing bag (3) to 1. A method surface recessed groove part provided at a predetermined interval in (1) (2), the slope side soil dressing bag (3) A part is cut open, a metal wire is put in a grid shape on the cut portion, and a shape-retaining net (4) is applied to the cut surface, and the slope is fixed with an anchor (11). Planting pipes
The base of (7) is brought into contact with the cut-out part of the customer bag (3) , and the planting pipe (7) is installed slightly upward from the horizontal.
Down and at a position lower than the planting pipe
The drainage pipe (9) is installed and the base of the drainage pipe is installed.
The retaining wall (5) to be built
Molded and secure it with the click loading Engineering and Urakomi concrete,
Cut out part of the block (5 ') and back
Planting pipes with holes when concrete is packed
(7) accommodates said to planting pipe housing the soil dressing (31), Rutotomoni pipe 7 which in planting base of Tsururui (B)
Packed with thick circular safety packing (10) at the tip
A greening method for retaining walls, characterized in that it consists of:
JP08352181A 1996-12-12 1996-12-12 Greening method for retaining wall Expired - Fee Related JP3107761B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08352181A JP3107761B2 (en) 1996-12-12 1996-12-12 Greening method for retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08352181A JP3107761B2 (en) 1996-12-12 1996-12-12 Greening method for retaining wall

Publications (2)

Publication Number Publication Date
JPH10168913A JPH10168913A (en) 1998-06-23
JP3107761B2 true JP3107761B2 (en) 2000-11-13

Family

ID=18422343

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08352181A Expired - Fee Related JP3107761B2 (en) 1996-12-12 1996-12-12 Greening method for retaining wall

Country Status (1)

Country Link
JP (1) JP3107761B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101079737B1 (en) * 2009-02-23 2011-11-04 강명석 Retaing wall for planting having water tank and construction method thereof
JP4538597B1 (en) * 2009-06-04 2010-09-08 株式会社神島組 Slope greening method and lid device suitable for the method
KR101337442B1 (en) * 2013-01-17 2013-12-06 화림조경주식회사 Plant growing concrete retaining wall and constructional method therof

Also Published As

Publication number Publication date
JPH10168913A (en) 1998-06-23

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