JPS6151099B2 - - Google Patents
Info
- Publication number
- JPS6151099B2 JPS6151099B2 JP5954182A JP5954182A JPS6151099B2 JP S6151099 B2 JPS6151099 B2 JP S6151099B2 JP 5954182 A JP5954182 A JP 5954182A JP 5954182 A JP5954182 A JP 5954182A JP S6151099 B2 JPS6151099 B2 JP S6151099B2
- Authority
- JP
- Japan
- Prior art keywords
- triangular frame
- triangular
- slope
- frame
- corner
- 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
- 238000000034 method Methods 0.000 claims description 11
- 239000002689 soil Substances 0.000 claims description 9
- 244000025254 Cannabis sativa Species 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 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
- E02D17/202—Securing 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)
Description
【発明の詳細な説明】 本発明は法面保護方法に関するものである。[Detailed description of the invention] The present invention relates to a slope protection method.
法面の安定化を図るための法面保護方法には多
くの種類があるが、本発明は次のような方法を提
供することを目的とする。 Although there are many types of slope protection methods for stabilizing slopes, the present invention aims to provide the following methods.
<1> 設置後の安定性に優れかつ相互の連結力
の高い法面保護方法。<1> A slope protection method with excellent stability after installation and high interconnection strength.
<2> 運搬に便利であり、かつ組み立て作業に
省力化がはかれる法面保護方法。<2> A slope protection method that is convenient for transportation and labor-saving in assembly work.
<3> 凹凸の法面にも適応し、施工の容易であ
る法面保護方法。<3> A slope protection method that is suitable for uneven slopes and is easy to install.
<4> 排水性に優れ、水による法面崩壊を防止
できる法面保護方法。<4> A slope protection method that has excellent drainage and prevents slope collapse due to water.
<5> 保護材を地中に埋設し、より一層の美化
がはかれる法面保護方法。<5> A slope protection method that allows for further beautification by burying protective materials underground.
<6> 芝などの根がらみが容易で、全面緑化に
も適する法面保護方法。<6> A slope protection method that easily traps grass and other grass roots and is suitable for full-scale greening.
<7> 従来の方法によるものより、客土の安定
性が向上する法面保護方法。<7> A slope protection method that improves the stability of the soil over conventional methods.
次に実施例について説明する。 Next, an example will be described.
本発明は上記の目的を達成するため有孔帯を三
角形に成形して成る三角枠1と、この三角枠1を
連結し固定するアンカー2を使用する。 In order to achieve the above object, the present invention uses a triangular frame 1 formed by forming a perforated band into a triangular shape, and an anchor 2 for connecting and fixing this triangular frame 1.
<イ> 三角枠
三角枠1例えば、第1図に示すように縦筋と
横筋が交錯して成る帯状の金網で構成する。<A> Triangular frame Triangular frame 1 For example, as shown in FIG. 1, the triangular frame 1 is constructed of a belt-shaped wire mesh made up of intersecting vertical and horizontal stripes.
三角枠1はこの金網を曲折して正三角形また
は二等辺三角形に形成する。 The triangular frame 1 is formed by bending this wire mesh into an equilateral triangle or an isosceles triangle.
三角形に成形された三角枠1の隅部11は、
後述する三角枠1の配置の際に相互に隅部で連
結する関係から縦筋を設けず横筋のみを配置す
る。 The corner portion 11 of the triangular frame 1 is formed into a triangular shape.
When arranging the triangular frame 1, which will be described later, only horizontal stripes are arranged without providing vertical stripes because they are connected to each other at the corners.
その結果各隅部11には枠の各辺の長手方向
に並行のスリツト12が形成されることにな
る。 As a result, slits 12 are formed in each corner 11, which are parallel to each other in the longitudinal direction of each side of the frame.
<ロ> 他の実施例
以上は有孔帯として金網を使用した場合につ
いて説明したが孔あきの鋼板、エキスパンドメ
タル、孔あきプラスチツク板などを三角形に形
成しても使用できる。<B> Other Embodiments The case where a wire mesh is used as the perforated band has been described above, but it can also be used if a perforated steel plate, expanded metal, perforated plastic plate, etc. are formed into a triangular shape.
その場合は三角枠1の隅部11には枠の各辺
の長手方向に並行にスリツト12を複数本開口
しておく。(第3図)
次に施工方法について説明する。 In that case, a plurality of slits 12 are opened in the corners 11 of the triangular frame 1 in parallel in the longitudinal direction of each side of the frame. (Figure 3) Next, the construction method will be explained.
<1> 三角枠の配置
既述した構造の三角枠1を多数個法面に配置
する。このとき3体の三角枠1の各隅部11の
スリツト12を1箇所で交錯して組み合わせ
る。<1> Arrangement of triangular frames A large number of triangular frames 1 having the structure described above are arranged on a slope. At this time, the slits 12 of each corner 11 of the three triangular frames 1 are intersected at one location and combined.
その結果3体の隅部11が交錯してできる、
共有する空間4が形成される(第2図)
なお三角枠1はその一面を法面の傾斜方向に
対し直交する方向に向けて配置すると、この一
面で土砂を支持し法面の安定性を向上させるこ
とができる。 As a result, three corners 11 are intertwined and formed.
A shared space 4 is formed (Figure 2).If the triangular frame 1 is placed with one side facing perpendicular to the slope direction, this one side will support the earth and sand and improve the stability of the slope. can be improved.
このような三角枠1の配置は各三角枠1が互
いに連続した作用をはたらかせるためである。 The purpose of this arrangement of the triangular frames 1 is to allow each triangular frame 1 to function in a continuous manner.
また保護する法面の土質や傾斜等の諸条件に
応じて二面の長さを調節した二等辺三角形の形
状の三角枠1を使用する場合もある。 Further, a triangular frame 1 having an isosceles triangular shape with the lengths of its two sides adjusted depending on various conditions such as the soil quality and slope of the slope to be protected may be used.
<2> 固定
三角枠1の各隅部11が交叉する空間4には
アンカー2を挿入し法面へ打ち込む。<2> Fixing An anchor 2 is inserted into the space 4 where each corner 11 of the triangular frame 1 intersects and driven into the slope.
アンカー2は1本の鋼棒であり、頭部をU字
状に折り返しておく場合もある。 The anchor 2 is a single steel rod, and the head may be folded back into a U-shape.
その結果、三角枠1は各々が独立しているの
ではなく相互に連結し合うことになるから一部
に法面の崩壊があつても三角枠1が互いに干渉
し合つて崩壊をくい止めることができる。 As a result, the triangular frames 1 are not independent, but are interconnected, so even if a part of the slope collapses, the triangular frames 1 will interfere with each other and prevent the collapse. can.
<3> 客土、植生
三角枠1の上に枠がかくれる程度に客土を行
ない植生する。<3> Add soil and vegetation Add soil to the top of triangular frame 1 to the extent that it covers the frame and grow vegetation.
三角枠1は、金網等の有孔帯によつて構成さ
れているので容易に土中に埋設させることがで
きると共に排水性にも優れ土中に染み込んだ雨
水などが三角枠1の孔を通り抜けるので崩壊の
原因ともなる水留りが生じにくい。 Since the triangular frame 1 is constructed from a perforated strip such as a wire mesh, it can be easily buried in the soil and has excellent drainage properties, allowing rainwater that has seeped into the soil to pass through the holes in the triangular frame 1. Therefore, water retention, which can cause collapse, is less likely to occur.
三角枠1がすつぽりと土中に埋設可能なため
法面の全面緑化ができる。 Since the triangular frame 1 can be buried completely in the soil, the entire slope can be greened.
その上植生した植物の根が三角枠1にからみ
つき易く簡単に緑化ができ枠材自体の補強が可
能である。 In addition, the roots of the growing plants can easily become entangled with the triangular frame 1, making greening easy and reinforcing the frame material itself.
本発明は、以上のような構成を有するから、次
のような効果を得ることができる。 Since the present invention has the above configuration, the following effects can be obtained.
<イ> 三角形は最も安定した形でありこれを従
来のひし型(第5図)、桝型(第6図)の法枠
と比較すると強度が最も大きくきわめて安定し
ていることがわかる。<A> The triangle is the most stable shape, and if you compare it with the conventional diamond-shaped (Fig. 5) and box-shaped (Fig. 6) frames, you will find that it has the greatest strength and is extremely stable.
<ロ> 三角枠の各頂点が各々別々の三角枠の頂
点と連結しているから相互の連結がきわめて強
固である。<B> Since each vertex of the triangular frame is connected to the vertex of a separate triangular frame, the mutual connections are extremely strong.
<ハ> 各三角枠を別々に地山の凹凸に対応して
接地させることができる。(第7図)
これを従来の法枠と比較すると(第8図)明
らかであるが従来の法枠aは鋼製、プラスチツ
ク製の枠であるため剛体であり地山Gと密着さ
せることが困難であつた。<C> Each triangular frame can be grounded separately according to the unevenness of the ground. (Fig. 7) Comparing this with the conventional legal framework (Fig. 8), it is clear that the conventional legal framework a is made of steel or plastic, so it is a rigid body and cannot be brought into close contact with the ground G. It was difficult.
そのため法枠aと地山Gとの間から容土が流
出する事故の発生を避けることができない。 Therefore, the occurrence of an accident in which the soil flows out from between the legal framework a and the ground G cannot be avoided.
<ニ> 排水性に優れた三角枠を使用するため、
水による法面崩壊を防止し、法面の安定性が向
上する。<D> Because the triangular frame has excellent drainage,
Prevents slope collapse due to water and improves slope stability.
<ホ> 三角枠自体を地中に埋設するため、より
一層の美化がはかれる。<E> Since the triangular frame itself will be buried underground, further beautification will be achieved.
<ヘ> 芝などの植物のねがらみが容易で、全面
縁化ができる。<F> It is easy to grow grass and other plants, and the entire area can be bordered.
第1図:三角枠の説明図、第2図:隅部の組合
せ状態の説明図、第3図:隅部の他の実施例の説
明図、第4図:三角枠の設置説明、第5,6図:
従来の法枠の平面配置図、第7図:本発明の法枠
配置の側面図、第8図:従来の法枠配置の側面
図。
1……三角枠、2……アンカー、3……連結
具。
Figure 1: An explanatory diagram of the triangular frame, Figure 2: An explanatory diagram of the combination of corners, Figure 3: An explanatory diagram of other embodiments of the corner, Figure 4: Installation explanation of the triangular frame, Figure 5 , Figure 6:
FIG. 7: A side view of the conventional legal frame arrangement; FIG. 8: A side view of the conventional legal frame arrangement. 1... Triangular frame, 2... Anchor, 3... Connector.
Claims (1)
し、三角枠の各隅部には枠の各辺の長手方向に並
行にスリツトを開設し、 三角枠群を法面に、各隅部のスリツトを組合せ
て配置し、 各隅部のスリツトを組合せて出来た空間にアン
カを貫通させて法面に打ち込み、 三角枠上に客土を行うことを特徴とする、 法面保護方法。[Scope of Claims] 1. A triangular frame is formed by connecting both ends of a band-shaped perforated plate, and slits are provided in each corner of the triangular frame in parallel to the longitudinal direction of each side of the frame, and a triangular frame group. The slits at each corner are placed on the slope, and the anchors are driven through the space created by combining the slits at each corner and driven into the slope, and soil is poured onto the triangular frame. A slope protection method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5954182A JPS58178726A (en) | 1982-04-12 | 1982-04-12 | Protection of slope |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5954182A JPS58178726A (en) | 1982-04-12 | 1982-04-12 | Protection of slope |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58178726A JPS58178726A (en) | 1983-10-19 |
JPS6151099B2 true JPS6151099B2 (en) | 1986-11-07 |
Family
ID=13116220
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5954182A Granted JPS58178726A (en) | 1982-04-12 | 1982-04-12 | Protection of slope |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58178726A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01169195U (en) * | 1988-05-12 | 1989-11-29 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63103126A (en) * | 1986-10-17 | 1988-05-07 | Furii Kogyo Kk | Slope stabilization work |
JP3823227B2 (en) * | 2003-08-21 | 2006-09-20 | 富山県 | Wooden triangle frame for snow protection on mountain slopes |
DE102006041880A1 (en) * | 2006-09-06 | 2008-03-27 | Stoll, Johann | Stone basket element for erecting retaining walls or the like |
JP6793424B1 (en) * | 2020-03-18 | 2020-12-02 | 株式会社We | Slope protection method |
-
1982
- 1982-04-12 JP JP5954182A patent/JPS58178726A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01169195U (en) * | 1988-05-12 | 1989-11-29 |
Also Published As
Publication number | Publication date |
---|---|
JPS58178726A (en) | 1983-10-19 |
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