JPH0241606B2 - - Google Patents
Info
- Publication number
- JPH0241606B2 JPH0241606B2 JP18737584A JP18737584A JPH0241606B2 JP H0241606 B2 JPH0241606 B2 JP H0241606B2 JP 18737584 A JP18737584 A JP 18737584A JP 18737584 A JP18737584 A JP 18737584A JP H0241606 B2 JPH0241606 B2 JP H0241606B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- shaped groove
- groove block
- shaped
- hole
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 25
- 239000002689 soil Substances 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 5
- 241000196324 Embryophyta Species 0.000 description 5
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 3
- 241000018646 Pinus brutia Species 0.000 description 3
- 235000011613 Pinus brutia Nutrition 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000233788 Arecaceae Species 0.000 description 1
- 235000016623 Fragaria vesca Nutrition 0.000 description 1
- 240000009088 Fragaria x ananassa Species 0.000 description 1
- 235000011363 Fragaria x ananassa Nutrition 0.000 description 1
- 241000208422 Rhododendron Species 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000002361 compost Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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)
Description
【発明の詳細な説明】
本発明は法面における潅木類の植栽基盤の造成
方法に係るもので、硬質で緑化が困難とされる法
面においては顕著な効果を奏するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for creating a base for planting shrubs on a slope, and is particularly effective on hard slopes where it is difficult to plant trees.
従来、特にモルタル吹付法面や岩盤法面等緑化
困難な法面においては犬走り部を有効に利用して
潅木類の植栽を行ない法面景観の向上を計る試み
がなされている。これらは単に犬走り部に穴ある
いは溝を掘削して客土して植栽したり、コンクリ
ート製のU字溝ブロツク内に客土して植栽すると
いう方法で行なわれている。 In the past, attempts have been made to improve the landscape of slopes, especially on slopes where it is difficult to green, such as mortar-sprayed slopes and rock slopes, by effectively utilizing the dogbashiri area to plant shrubs. These methods are carried out by simply digging a hole or a trench in the dogbashiri area and adding soil to it for planting, or by adding soil to a concrete U-shaped trench block and planting the plants.
上記の方法は犬走り部を有効に利用して植物を
成長させようとする点で着想はすぐれているが、
犬走り部を形成する地盤が不透水性の硬質土や岩
であるため降雨期には穴あるいは溝に雨水が流れ
込んで過剰水となり、根腐れ現象が発生し、乾燥
期には地山からの水分供給がないために枯死する
ことが多々見られた。 The above method has an excellent idea in that it attempts to grow plants by effectively utilizing the dog run area, but
Because the ground that forms the Inuhashiri area is impermeable hard soil or rock, rainwater flows into holes or grooves during rainy seasons and becomes excess water, causing root rot, and during dry seasons, water leaks from the ground. Plants often withered and died due to lack of water supply.
本発明は、上記した従来の植栽方法における過
剰水による根腐れ、乾燥による枯死という問題に
着目して発明されたもので、その目的とするとこ
ろは植栽した潅木類の生育基盤を常時適度な水分
状態に保ちえる方法を提供することにある。 The present invention was invented by focusing on the problems of root rot due to excessive water and death due to dryness in the conventional planting methods described above. The purpose is to provide a method to maintain a hydrated state.
本発明の構成を以下図面に基き説明する。 The configuration of the present invention will be explained below based on the drawings.
第1図は本発明の実施例を示す断面図であり、
これにつき説明すると、まず犬走り部2と法尻部
との接点付近に、U字溝ブロツク3の法肩側の下
部に透孔Bを設け、かつ該U字溝ブロツクの長手
方向の両端部にU字溝ブロツクの底面に接するよ
う30°以上90°未満の角度の範囲で法尻側へ低くな
るように頂部が傾斜した止水板4を装着し、その
止水板の傾斜にそつて片側に透孔Aを有する板体
5を法肩側に透孔が位置するよう載置したコンク
リートあるいは鋼材等から成る集排水機能を有す
るU字溝ブロツク3を設置する。 FIG. 1 is a sectional view showing an embodiment of the present invention,
To explain this, first, a through hole B is provided in the lower part of the slope shoulder side of the U-shaped groove block 3 near the contact point between the dog running part 2 and the slope end part, and at both ends of the U-shaped groove block in the longitudinal direction. A water stop plate 4 is attached to the bottom surface of the U-shaped groove block, the top of which is sloped downward toward the bottom of the slope within an angle range of 30° or more and less than 90°, and the water stop plate 4 is installed along the slope of the water stop plate. A U-shaped groove block 3 having a water collection function and made of concrete or steel is installed, in which a plate 5 having a through hole A on one side is placed so that the through hole is located on the shoulder side.
次にU字溝ブロツク壁と法面との間にできる空
間部11に土砂又はコンクリートを詰める。 Next, the space 11 created between the U-shaped groove block wall and the slope is filled with earth and sand or concrete.
一方犬走り部の法肩側にU字溝ブロツクと適宜
間隔をへだてて、コンクリートあるいは鋼材等よ
りなるL字板9を控部を法尻側に向けて設置し、
アンカーピン10を控部に打ち込んで固定する。 On the other hand, an L-shaped board 9 made of concrete or steel is installed on the slope shoulder side of the dog run section at an appropriate distance from the U-shaped groove block, with the retaining part facing toward the slope slope side.
The anchor pin 10 is driven into the retaining part and fixed.
これらが完了したならば、U字溝ブロツク壁と
L字板とで形成される空間部すなわち植栽基盤の
下部10〜20cm程度にジヤリもしくはヤシマツト等
を敷設して透水層7を形成する。 Once these are completed, a water-permeable layer 7 is formed by laying lint or palm pine in the space formed by the U-shaped groove block wall and the L-shaped board, that is, about 10 to 20 cm below the planting base.
次にその上に土壌、有機堆肥、土壌改良材等を
適宜に混合して客土し、潅木類1の生育基盤6と
し、ツツジ類、ヤシヤブシ、マツ類等を植栽して
ゆく。植栽が完了したならば降雨によつて充填土
壌等が流出しないようにワラゴモあるいは遮光ネ
ツト等のマツト8を植栽基盤上に張設しておけば
本発明工法の効果はよりすぐれたものとなる。 Next, soil, organic compost, soil improvement materials, etc. are appropriately mixed on top of the soil to form a growth base 6 for shrubs 1, and rhododendrons, palms, pines, etc. are planted thereon. Once the planting is completed, the effect of the method of the present invention will be even better if a pine tree 8, such as a strawberry or a shading net, is stretched over the planting base to prevent the filled soil etc. from being washed away by rainfall. Become.
以上の如く本発明を実施したならば、降雨があ
れば法面から流下した水はU字溝ブロツク内に流
入し、透孔を有する板体と法尻側のU字溝ブロツ
ク壁で形成される三角部を流れ、流下水が増大す
ると板体の法肩側へ設けられた透孔よりU字溝ブ
ロツクの空洞部へ流入し、U字溝ブロツクの両端
部に設けられた止水板によつて貯水され、U字溝
ブロツク下部の透孔より植栽基盤に水を供給す
る。法面を流下する水は法面侵食によつて粘土や
土砂を含んだ泥水であり、透孔を有する板体と法
肩側のU字溝ブロツク壁で形成される三角形状は
流水の水深が深くなり流速が早くなるためU字溝
ブロツク内に泥や土砂がたまりにくい。 If the present invention is implemented as described above, when it rains, water flowing down from the slope will flow into the U-shaped groove block, which will be formed by the plate having the through hole and the U-shaped groove block wall on the slope end side. When the flowing water increases, it flows into the hollow part of the U-shaped groove block through the through hole provided on the shoulder side of the plate, and flows into the water stop plates provided at both ends of the U-shaped groove block. Water is thus stored and supplied to the planting base through the through hole at the bottom of the U-shaped groove block. The water flowing down the slope is muddy water containing clay and sand due to slope erosion, and the triangular shape formed by the plate with perforations and the U-shaped groove block wall on the shoulder side of the slope indicates the depth of the flowing water. As the depth increases, the flow speed increases, making it difficult for mud and sand to accumulate inside the U-shaped groove block.
又、板体の透孔は法肩側上部にあるため泥水の
上水を取り入れ、U字溝ブロツクの空洞部に土砂
がたまりにくくなる。 In addition, since the through holes in the plate are located at the upper part of the slope shoulder side, muddy clean water is taken in, making it difficult for earth and sand to accumulate in the hollow part of the U-shaped groove block.
尚、降雨は植栽基盤6を浸透して透水層さらに
植栽基盤底面に達し、U字溝ブロツク下部の透孔
BからU字溝ブロツクの空洞部に流入し、余剰水
は透孔を有する板体5の透孔Aから流出するので
余剰水による根腐れは発生しなくなり、乾燥期に
はU字溝ブロツクと透孔を有する板体及び止水板
によつて形成される空洞部に貯水された水が徐々
に生育基盤に供給されるので、乾燥によつて植栽
木が枯死することがなくなつた。 In addition, rainfall permeates through the planting base 6, reaches the permeable layer and the bottom of the planting base, and flows into the hollow part of the U-shaped groove block from the through hole B at the bottom of the U-shaped groove block, and excess water has a through hole. Root rot due to excess water will not occur because it flows out from the through hole A of the plate 5, and during the dry season, water is stored in the cavity formed by the U-shaped groove block, the plate with the through hole, and the water stop plate. Since the water is gradually supplied to the growing substrate, the planted trees no longer die due to dryness.
第1図は本発明の植栽基盤の断面図。第2図は
集排水機能を有するU字溝ブロツクの長手方向断
面の斜視図。第3図は集排水機能を有するU字溝
ブロツクの中央部断面図。
図中1は潅木類、2は犬走り部、3は集排水機
能を有するU字溝ブロツク、4は止水板、5は透
孔を有する板体、6は生育基盤、7は透水層、8
はマツト、9はL字板、10はアンカーピン、1
1は空洞部、A,Bは透孔、30は法面である。
FIG. 1 is a sectional view of the planting base of the present invention. FIG. 2 is a perspective view of a longitudinal section of a U-shaped groove block having a drainage collection function. FIG. 3 is a cross-sectional view of the central part of a U-shaped groove block having a drainage collection function. In the figure, 1 is a shrub, 2 is a dogbashiri part, 3 is a U-shaped groove block with drainage collection function, 4 is a water stop plate, 5 is a board with a through hole, 6 is a growth base, 7 is a permeable layer, 8
is a mat, 9 is an L-shaped board, 10 is an anchor pin, 1
1 is a cavity, A and B are through holes, and 30 is a slope.
Claims (1)
に際し、法尻部の接点付近に、U字溝ブロツクの
法肩側の下部に透孔を設け、かつ該U字溝ブロツ
クの長手方向の両端部に、U字溝ブロツクの両側
板に囲まれた底面に接するよう30°以上90°未満の
角度の範囲で法尻側へ低くなるように頂部が傾斜
した止水板を装着し、その止水板の傾斜にそつて
片側に透孔を有する板体を法肩側に透孔が位置す
るよう載置した集排水機能を有するU字溝ブロツ
クを設置し、U字溝ブロツクと法面の間にできる
空間部に土砂又はコンクリートを詰め、次に犬走
り部の法肩側にU字溝ブロツクと適宜間隔をへだ
ててL字板を設置し、U字溝ブロツク壁とL字板
とで形成される空間部に客土して植栽することを
特徴とする樹木の植栽基盤造成方法。1. When constructing a tree planting base on the dogbashiri part of the slope, a through hole is provided at the bottom of the slope shoulder side of the U-shaped groove block near the contact point of the slope end, and the longitudinal length of the U-shaped groove block is A water stop plate is installed at both ends of the U-shaped groove block, the top of which slopes downward toward the foot of the slope within an angle range of 30° or more and less than 90° so as to touch the bottom surface surrounded by both side plates of the U-shaped groove block. A U-shaped groove block with a water collection function is installed along the slope of the water stop plate, with a plate with a through hole on one side placed so that the hole is located on the slope shoulder side. The space created between the slopes is filled with earth and sand or concrete, and then an L-shaped board is installed on the slope shoulder side of the dogbashiri section at an appropriate distance from the U-shaped ditch block, and the U-shaped ditch block wall and L-shaped board are installed. A method for creating a tree planting base, characterized by adding soil and planting in a space formed by a board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18737584A JPS6164929A (en) | 1984-09-06 | 1984-09-06 | Formation of tree-planting base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18737584A JPS6164929A (en) | 1984-09-06 | 1984-09-06 | Formation of tree-planting base |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6164929A JPS6164929A (en) | 1986-04-03 |
| JPH0241606B2 true JPH0241606B2 (en) | 1990-09-18 |
Family
ID=16204906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18737584A Granted JPS6164929A (en) | 1984-09-06 | 1984-09-06 | Formation of tree-planting base |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6164929A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102283072B (en) * | 2011-05-19 | 2013-01-09 | 北京林业大学 | Vertical configuration method for protection forest system |
-
1984
- 1984-09-06 JP JP18737584A patent/JPS6164929A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6164929A (en) | 1986-04-03 |
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