JP2596533B2 - Simple slope stabilization method - Google Patents
Simple slope stabilization methodInfo
- Publication number
- JP2596533B2 JP2596533B2 JP29582594A JP29582594A JP2596533B2 JP 2596533 B2 JP2596533 B2 JP 2596533B2 JP 29582594 A JP29582594 A JP 29582594A JP 29582594 A JP29582594 A JP 29582594A JP 2596533 B2 JP2596533 B2 JP 2596533B2
- Authority
- JP
- Japan
- Prior art keywords
- mesh
- slope
- intersection
- net
- stabilizing
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この発明は斜面の安定化を目的と
する工法に関するものであり、特に比較的勾配の緩やか
な斜面での安定を図るための斜面の簡易安定化工法に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stabilizing a slope, and more particularly to a method for stabilizing a slope for stabilizing a slope having a relatively gentle slope.
【０００２】[0002]
【従来の技術】斜面の崩壊を防ぐために、斜面上に格子
状に交差するように配筋して型枠を組み、この型枠にコ
ンクリートやモルタルなどのセメント系硬化材を打設し
て梁とし、梁の交差部分を地山に打設したアンカーなど
に固定する工法が採用されている。この工法は、極めて
大きな斜面の浮き上がり力を押さえることが可能であ
り、斜度４５度以上の険しい勾配でも充分実施可能であ
って、斜面安定を図ることが可能な極めて有効な方法と
して活用されている。2. Description of the Related Art In order to prevent a slope from collapsing, beams are formed by arranging reinforcing bars so as to intersect in a grid pattern on the slope, and placing a cement-based hardening material such as concrete or mortar into the forming frame. A method is adopted in which the intersection of the beams is fixed to an anchor or the like cast in the ground. This method is capable of suppressing the rising force of an extremely large slope, can be sufficiently implemented even on a steep slope of 45 ° or more, and is utilized as an extremely effective method capable of stabilizing the slope. I have.
【０００３】[0003]
【この発明が解決しようとする課題】上記のような型枠
にコンクリートなどを打設する工法は、斜面安定化のた
めに極めて有効な方法であるが、一方大きな力が予想さ
れない盛土などのよって形成した斜面では、前記工法が
大がかり過ぎるという課題がある。鉄筋を配筋して型枠
を組み、この型枠全長にセメント系硬化材を打設するの
は極めて工程数も多く、施工費も嵩み、更に長期の施工
期間を必要とする。しかし実際の斜面では、勾配角度が
小さいなどの理由で大きな荷重が予想されず、従来の工
法よりももっと簡易に施工でき、施工コストを下げ、施
工期間を短縮化出来る工法の開発が望まれていた。The method of placing concrete or the like on a formwork as described above is a very effective method for stabilizing a slope, but on the other hand, embankment or the like where large force is not expected. On the formed slope, there is a problem that the method is too large. Reinforcing a reinforcing bar and assembling a formwork and placing a cement-based hardening material over the entire length of the formwork requires a very large number of steps, increases construction costs, and requires a long construction period. However, on actual slopes, a large load is not expected due to the small slope angle, etc., and it is desired to develop a construction method that can perform construction more easily than the conventional construction method, lower the construction cost, and shorten the construction period. Was.
【０００４】盛土斜面における法枠工法では、最もポピ
ュラーなプレキャストコンクリート部材を組んだ法枠が
使用されているが、交点部の補強方法に問題があった。
大雨による災害での流出事故では、この交点部が構造的
に連続していないため、大惨事が発生していた。[0004] In the method of constructing a slope on an embankment slope, the method of joining the most popular precast concrete members is used, but there is a problem in the method of reinforcing the intersection.
In the event of a spill accident due to a disaster caused by heavy rain, the intersection was not structurally continuous, causing a catastrophe.
【０００５】また、前記したように梁の全長に硬化材を
打設する工法には、斜面に沈下が発生する場合に余り適
さないという問題がある。盛土によって形成した斜面で
は沈下の発生が避けられない。前記したように梁全てに
連続的に硬化材を打設した場合、法面に発生する不当沈
下により梁にクラックが発生することになる。沈下は時
には梁の破壊に結び付くことがある。またクラックは不
規則に発生するので、その梁の耐力を低下させるばかり
でなく、美観上にも問題がある。Further, as described above, the method of casting a hardening material over the entire length of a beam has a problem that it is not very suitable when settlement occurs on a slope. On the slope formed by embankment, settlement is inevitable. When the hardening material is continuously cast on all the beams as described above, cracks occur in the beams due to improper settlement on the slope. Subsidence can sometimes lead to beam failure. In addition, since cracks are generated irregularly, not only does the strength of the beam decrease, but also there is a problem in aesthetic appearance.
【０００６】この発明は以上のような課題を解決するた
めになされたもので、施工が簡易であって、施工コスト
を下げ、施工期間も短縮できるとともに、地盤の沈下の
発生によってもクラック等の問題が生じない斜面の簡易
安定化工法を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems. The construction is simple, the construction cost can be reduced, the construction period can be shortened, and cracks and the like can be generated even when the ground subsidence occurs. An object of the present invention is to provide a simple stabilization method for slopes that does not cause a problem.
【０００７】[0007]
【課題を解決するための手段】この発明にかかる斜面の
簡易安定化工法は、硬化材を打設する部分と客土を施す
部分を併用するものである。この方法では、長尺の網状
材を使用するものであり、網状材とは網目を有する網の
ように多数の孔を有しておればよく、エキスパンドメタ
ルやクリンプ金網などの金網や合成樹脂製の網の他、パ
ンチングメタルなどの多孔性の部材が広く使用できる。
金網の場合、錆び付きを避けるため、ステンレス製の金
網が好ましいが、通常の金網の表面に合成樹脂を塗布す
るなどしたものでもよい。網状材は、その巾方向の少な
くとも一箇所にて屈曲若しくは湾曲させたものを使用す
る。具体的には、断面円弧形、断面Ｌ字形、断面コ字
形、などに形成する。これらは一枚のみでなく、二枚以
上を重ね合わせ、或いは組み合わせて使用してもよい。A simple stabilization method for a slope according to the present invention uses both a portion for placing a hardening material and a portion for applying soil. In this method, a long net-like material is used, and the net-like material may have a large number of holes like a net having a mesh, and may be made of a wire net such as an expanded metal or a crimp wire net or a synthetic resin. In addition to the net, porous members such as punched metal can be widely used.
In the case of a wire netting, a stainless steel wire netting is preferable in order to avoid rusting. However, a synthetic wire may be applied to the surface of an ordinary wire netting. The reticulated material used is bent or curved at at least one location in the width direction. Specifically, it is formed in an arc-shaped cross section, an L-shaped cross section, a U-shaped cross section, or the like. These may be used alone or in combination of two or more.
【０００８】この網状材を複数本、斜面の一方向にほぼ
平行に敷設し、また他方向にほぼ平行に複数本の網状材
を敷設する。この二方向の網状材が交差して、全体とし
て格子状を成すようにする。二方向の網状材は、双方と
も長手方向に連続していてもよいが、少なくとも一方向
の網状材は交差部分も通して連続し、他方向の網状材は
この交差部分に突き合わせるように、隣合う網状材間に
掛け渡すように配することも可能である。A plurality of such nets are laid substantially parallel to one direction of the slope, and a plurality of nets are laid almost parallel to the other direction. These two-way mesh members intersect to form a lattice as a whole. The two-way mesh may be continuous in the longitudinal direction, but the mesh in at least one direction is also continuous through the intersection, and the mesh in the other direction abuts the intersection. It is also possible to arrange so as to bridge between adjacent mesh members.
【０００９】交差部分は、地山に打設したアンカーに固
定するもので、ロックボルトタイプのアンカーなどを使
用できる。交差部分には、網状材に沿って異形鉄筋など
の鉄筋を配することも可能である。この網状材の交差部
分の少なくとも近傍に、コンクリートやモルタルやセメ
ントミルク、或いは樹脂モルタルなどの硬化材を打設し
て網状材を埋設する。硬化材を打設しない部分、つまり
隣合う交差部分の間には客土を施し、網状材を埋設す
る。交差部分は網状材を埋設するように、網状材に向け
て吹き付け、或いは場所打ちによって打設するが、網状
材を含んで巾広く、例えば交差部分が多角形となるよう
打設することもできる。これは沈下が多く予想される地
盤の場合であるが、沈下の発生が少ないと予想される場
合には、網状材全長に硬化材を打設してもよい。The intersection is fixed to an anchor cast in the ground, and a lock bolt type anchor or the like can be used. Reinforcing bars such as deformed reinforcing bars can be arranged along the mesh material at the intersections. A hardened material such as concrete, mortar, cement milk, or resin mortar is cast at least in the vicinity of the intersection of the mesh members, and the mesh member is embedded. A soil is applied between the portions where the hardening material is not cast, that is, between adjacent intersections, and the net-like material is embedded. The intersecting portion is sprayed or cast in place toward the reticulated material so as to embed the reticulated material. However, the intersecting portion can be wide including the reticulated material, for example, the intersecting portion can be formed in a polygonal shape. . This is the case of the ground where the settlement is expected to be large, but if the occurrence of the settlement is expected to be small, the hardened material may be cast over the entire length of the mesh material.
【００１０】[0010]
【作用】網状材が斜面上にて格子状を成すように敷設
し、多くの部分は客土を施すだけであり、施工が容易で
安価となる。交差部分はアンカーに固定し、硬化材を打
設するため、斜面を押さえるために有効に機能する。網
状材は屈曲したり湾曲させてあるため、構造形状を成す
ことになり、植生を行なうためには十分に耐え得るもの
となる。地盤の沈下が予想される場合は、隣合う交差部
分の間には客土を施し網状材のフレキシブル性によって
沈下に追随させるようにする。[Function] The mesh material is laid so as to form a lattice on the slope, and most parts are merely applied with soil, so that the construction is easy and inexpensive. The intersection is fixed to the anchor, the hardening material is cast, and it effectively functions to hold down the slope. Since the reticulated material is bent or curved, it has a structural shape and can withstand vegetation sufficiently. If land subsidence is anticipated, add soil to the adjacent intersections and follow the subsidence due to the flexibility of the mesh material.
【００１１】[0011]
【実施例】以下、図に示す実施例に基づきこの発明を詳
細に説明する。図１〜図４において、１は長尺の網状材
であり、エキスパンドメタルの表面に亜鉛メッキを施
し、その上に樹脂塗装をしてある。網状材１の巾方向に
湾曲してあり、図４に示すように断面円弧形に形成して
ある。この網状材１ａを複数本、斜面の地山上に適宜間
隔づつ離して平行に敷設する。断面がほぼ円弧形である
ため、内側を伏せるように敷設する。この隣合う網状材
１ａ・１ａ間に交差する方向に伸びる網状材１ｂを掛け
渡す。つまり網状材１のうち一方向に平行な網状材１ａ
は全長に連続させ、他方向に伸びる網状材１ｂは交差部
分で突き合わせるようにする。断面を円弧形、又は半円
形にした網状材１は、硬化材３を吹き付けたままの状態
に近いので、硬化材３の外形を成形する必要がなく、ま
た均して成形する場合も容易である。また表面形状が丸
みを帯びて角がなく柔らかであるので、自然の地形と違
和感なく馴染むという効果もある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail based on an embodiment shown in the drawings. In FIG. 1 to FIG. 4, reference numeral 1 denotes a long net-like material, in which the surface of an expanded metal is galvanized, and a resin coating is applied thereon. It is curved in the width direction of the net-like material 1 and is formed in an arc-shaped cross section as shown in FIG. A plurality of the net-like members 1a are laid in parallel on the slope of the ground at appropriate intervals. Since the cross-section is almost circular, it is laid so that the inside faces down. A net-like member 1b extending in a direction intersecting between the adjacent net-like members 1a is laid. That is, the net 1a of the net 1 parallel to one direction.
Is made continuous with the entire length, and the mesh material 1b extending in the other direction is abutted at the intersection. The reticulated material 1 having an arc-shaped or semi-circular cross section is close to a state where the hardening material 3 is sprayed, so that the outer shape of the hardening material 3 does not need to be formed, and it is easy to form evenly. It is. In addition, since the surface shape is rounded and has no corners and is soft, there is also an effect that the surface shape is adapted to natural terrain without a sense of incompatibility.
【００１２】このようにして複数本づつ二方向に伸びる
網状材１ａ・１ｂを敷設して、全体として格子状を成す
ようにする。二方向に伸びる網状材１ａ・１ｂの交差部
分は、地山に打設したアンカー２に固定する。固定はア
ンカー２にナットをねじ込むなどして固定する。アンカ
ー２にはプレストレス力を与えない。また図２及び図３
に示すように、交差部分には周面に凹凸を有する異形鉄
筋５が配してあり、アンカー２に結束するなどして固定
する。鉄筋５により、打設する硬化材３と網状材１など
の一体化が強固になって交差部分の耐力が増す。In this manner, the net-like members 1a and 1b extending in two directions by a plurality of them are laid so as to form a lattice as a whole. The intersection of the mesh members 1a and 1b extending in two directions is fixed to an anchor 2 cast in the ground. For fixing, a nut is screwed into the anchor 2 or the like. The anchor 2 is not given a prestressing force. 2 and 3
As shown in (1), a deformed reinforcing bar 5 having irregularities on the peripheral surface is arranged at the intersection, and is fixed to the anchor 2 by binding. The reinforcing bar 5 strengthens the integration of the hardened material 3 and the net-like material 1 to be cast, and increases the proof stress at the intersection.
【００１３】網状材１・１の交差部分には硬化材３を吹
き付けて、網状材１ａ・１ｂのうち交差部分に近傍を硬
化材３中に埋設する。硬化材３としては、モルタルを使
用する。網状材１ａ・１ｂのうち、交差部分の間には客
土４を施して、網状材１ａ・１ｂを埋設する。網状材１
ａ・１ｂは屈曲若しくは湾曲させてあり、一枚だけでも
網状材１自体が構造材として計算できる構造形状となっ
ており、客土４を詰める、或いは客土４の中に埋設する
だけでも、斜面の荷重に充分耐えることができる。荷重
が集中する交差部分は硬化材３によって耐久力を増して
あり、斜面の土砂荷重に充分耐えることができる。客土
４を施した部分には、植栽を行なって緑化する。A hardening material 3 is sprayed on the intersection of the mesh members 1 and 1 and the vicinity of the intersection of the mesh members 1a and 1b is buried in the hardening material 3. Mortar is used as the hardening material 3. The soil 4 is applied between the intersections of the mesh members 1a and 1b to bury the mesh members 1a and 1b. Reticulated material 1
a and 1b are bent or curved, and the net-like material 1 itself has a structural shape that can be calculated as a structural material even if only one piece is used. Even if the soil 4 is packed or buried in the soil 4, It can sufficiently withstand the load on the slope. The intersection where the load is concentrated is increased in durability by the hardening material 3, and can sufficiently withstand the earth and sand load on the slope. Planting is performed on the portion where the soil 4 has been applied, and the portion is greened.
【００１４】網状材１の形状は様々に形成することが出
来、また一枚のみでなく、二枚以上を重ねたり組み合わ
せて使用することもできる。図５及び図６に示すのは、
網状材１を内角が鋭角となる断面ほぼＬ字形に形成した
ものを使用した例である。図７に示すのは、ほぼ断面Ｌ
形に屈曲した網状材１・１二枚を組み合わせて、ほぼ三
角形にした例である。図８に示すのは、断面Ｌ形の網状
材１を伏せるように使用した場合である。図９に示すの
は網状材１を断面コ字状に屈曲した例であり、図１０に
示すのは断面Ｌ形の網状材１二枚を組み合わせて、溝形
にした構成した例である。The shape of the net-like material 1 can be variously formed, and not only one, but also two or more can be used in combination or in combination. 5 and 6 show:
This is an example in which the reticulated material 1 is formed to have a substantially L-shaped cross section where the inner angle is an acute angle. FIG. 7 shows a cross section L
This is an example in which one or two net-like members bent in a shape are combined to form a substantially triangular shape. FIG. 8 shows a case where the net-like material 1 having the L-shaped cross section is used so as to face down. FIG. 9 shows an example in which the net-like material 1 is bent in a U-shape in cross section, and FIG. 10 shows an example in which two net-like materials having an L-shaped cross section are combined to form a groove.
【００１５】図１１及び図１２に示すのは、交差する網
状材１ａ・１ｂの双方を全長に連続させたもので、一方
の網状材１ａの交差部分の地山から起立した部分を切除
して地山に沿った部分のみ残し、他方の網状材１ｂをこ
の交差部分に重ねて通すものである。この他切除しなく
とも、切れ目を入れて他方の網状材１ｂが通る部分のみ
地山側に折り畳んでもよい。このように網状材１ａ・１
ｂ双方を全長に渡って連続させることにより、二方向の
網状材１ａ・１ｂの一体化がより図れる。図１３に示す
のは、網状材１ａ・１ｂの交差部分の近傍に、交差部分
を囲んで八角形を成すよう硬化材３を吹き付けた場合で
ある。このように多角形を成すようにすることにより、
交差部分の強度をより大きくすることができる。FIG. 11 and FIG. 12 show that both intersecting nets 1a and 1b are continuous with each other over the entire length. Only the portion along the ground is left, and the other net-like material 1b is passed over this intersection. In addition, without cutting, only the portion where the other net-like material 1b passes may be cut and folded toward the ground side. Thus, the mesh members 1a and 1
By making both b continuous over the entire length, the two-way mesh members 1a and 1b can be more integrated. FIG. 13 shows a case where the hardening material 3 is sprayed in the vicinity of the intersection of the mesh members 1a and 1b so as to form an octagon surrounding the intersection. By forming a polygon in this way,
The strength of the intersection can be increased.
【００１６】網状材１ａ・１ｂは、一方を斜面の傾斜方
向に伸ばし、他方を水平方向に伸ばす、いわゆる平行格
子に組んでもよいが、盛土においては、双方の網状材１
ａ・１ｂが斜面に対して斜めに伸びて、正面から見た場
合菱形に見える菱形格子に組むことが多い。The mesh members 1a and 1b may be formed in a so-called parallel lattice in which one is extended in the direction of the slope and the other is extended in the horizontal direction.
In many cases, a.1b extends obliquely with respect to the slope and is formed into a rhombic lattice which looks like a rhombus when viewed from the front.
【００１７】[0017]
【発明の効果】この発明は以上のような構成を有し、以
下の効果を得ることができる。 鉄筋の配筋、硬化材の打設の手間をほとんど省いたた
め、施工が極めて容易になる。またその分の材料費・人
件費などが不要となり、施工コストを著しく安価にでき
る。 上記したような作業の簡略化とともに、網状材をアン
カーに直接固定することにより硬化材の養生が不要にな
るなど、施工期間を著しく短縮できる。 網状材は巾方向の少なくとも一箇所にて屈曲するか湾
曲してあるため、網状材のみで構造材として使用でき、
客土に埋設するだけで地山の荷重を押さえることができ
る。 少なくとも交差部分に近傍には硬化材を打設したた
め、荷重が集中する交差部分の耐久性を向上させること
ができる。 地盤の沈下が予想される場合には、交差部分の近傍の
みに硬化材を打設して、交差部分同士の間は網状材に客
土を施し、地盤の沈下にフレキシブルに追随できるよう
にしておく。このように硬化材を全体に使用しなけれ
ば、クラックの発生の問題を極力回避できる。 客土を施した部分には植栽緑化が可能で、自然環境を
より配慮した施工が可能となる。 網状材を断面ほぼ円弧形状とすることにより、硬化材
の成形が容易であり、また丸みを帯びた外形が自然と調
和し易い。 交差部分に鉄筋を配筋することにより、交差部分の一
体化を強固にすることが可能である。The present invention has the above-described configuration, and can obtain the following effects. Since the labor for arranging reinforcing bars and placing hardening material is almost eliminated, construction becomes extremely easy. In addition, material costs, personnel costs, and the like are unnecessary, and construction costs can be significantly reduced. Along with the simplification of the work described above, by directly fixing the mesh material to the anchor, curing of the hardened material becomes unnecessary, and the construction period can be significantly reduced. Since the mesh material is bent or curved at least at one position in the width direction, it can be used as a structural material only with the mesh material,
Just burying it in the soil can reduce the load on the ground. Since the hardening material is cast at least near the intersection, the durability of the intersection where the load is concentrated can be improved. When the settlement of the ground is expected, the hardening material is cast only in the vicinity of the intersection, and the net is applied to the mesh material between the intersections so that it can flexibly follow the settlement of the ground deep. If the hardening material is not entirely used, the problem of crack generation can be avoided as much as possible. Planting and greening is possible in the part where the soil was applied, and construction that considers the natural environment is possible. By making the cross section of the net-like material substantially arc-shaped, molding of the hardening material is easy, and the rounded outer shape is easily harmonized with nature. By arranging reinforcing bars at the intersections, it is possible to strengthen the integration of the intersections.
【図１】斜面の簡易安定化工法の一実施例の斜視図であ
る。FIG. 1 is a perspective view of an embodiment of a simple slope stabilization method.
【図２】交差部分の平面図である。FIG. 2 is a plan view of an intersection.
【図３】交差部分の断面図である。FIG. 3 is a cross-sectional view of an intersection.
【図４】網状材の断面図である。FIG. 4 is a cross-sectional view of the mesh material.
【図５】他の施工例を示す斜視図である。FIG. 5 is a perspective view showing another construction example.
【図６】網状材の断面図である。FIG. 6 is a cross-sectional view of the mesh material.
【図７】網状材の断面図である。FIG. 7 is a cross-sectional view of the mesh material.
【図８】網状材の断面図である。FIG. 8 is a cross-sectional view of the mesh material.
【図９】網状材の断面図である。FIG. 9 is a cross-sectional view of the mesh material.
【図１０】網状材の断面図である。FIG. 10 is a cross-sectional view of the mesh material.
【図１１】網状材の交差部分の斜視図である。FIG. 11 is a perspective view of a crossing portion of the mesh material.
【図１２】網状材の交差部分の平面図である。FIG. 12 is a plan view of an intersecting portion of the mesh material.
【図１３】交差部分の平面図である。FIG. 13 is a plan view of an intersection.
【符号の説明】 １ 網状材 ２ アンカー ３ 硬化材 ４ 客土 ５ 鉄筋[Description of Signs] 1 Reticulated Material 2 Anchor 3 Hardening Material 4 Soil 5 Reinforcing
Claims (5)
所にて屈曲若しくは湾曲させ、斜面上の二方向に、適宜
間隔づつ離してほぼ平行に複数本の網状材を各々敷設し
て、二方向の網状材を交差させて全体として格子状に組
み、網状材の交差部分を地山に打設したアンカーに固定
し、少なくとも交差部分近傍に硬化材を吹き付け若しく
は場所打ちして網状材を埋め、硬化材を打設しなかった
隣合う交差部分の間には客土を施して網状材を埋めてな
る斜面の簡易安定化工法。1. A long net-like material is bent or bent at least at one position in the width direction, and a plurality of net-like materials are laid in parallel in two directions on a slope at appropriate intervals, respectively. The mesh material in two directions is crossed to form a grid as a whole, the intersection of the mesh material is fixed to an anchor cast in the ground, and the hardened material is sprayed or shot at least near the intersection to form the mesh material A simple stabilization method for slopes in which the soil is buried by filling the soil between adjacent intersections where no stiffening material has been cast.
施してあることを特徴とする請求項１記載の斜面の簡易
安定化工法。2. The method for stabilizing a slope according to claim 1, wherein the mesh material is a wire mesh, and the surface is coated with a resin.
弧形に形成してあることを特徴とする請求項１又は２記
載の斜面の簡易安定化工法。3. The method for stabilizing a slope according to claim 1, wherein the mesh material is curved in the width direction and is formed to have a substantially arc-shaped cross section.
面ほぼＬ形に形成してあることを特徴とする請求項１又
は２記載の斜面の簡易安定化工法。4. The method for stabilizing a slope according to claim 1, wherein the reticulated material is bent at one position in the width direction to form an approximately L-shaped cross section.
向の網状材は全長に連続していることを特徴とする請求
項１記載の斜面の簡易安定化工法。5. The method for stabilizing a slope according to claim 1, wherein at least one of the two-way nets is continuous over the entire length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29582594A JP2596533B2 (en) | 1994-11-02 | 1994-11-02 | Simple slope stabilization method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29582594A JP2596533B2 (en) | 1994-11-02 | 1994-11-02 | Simple slope stabilization method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08134922A JPH08134922A (en) | 1996-05-28 |
| JP2596533B2 true JP2596533B2 (en) | 1997-04-02 |
Family
ID=17825669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29582594A Expired - Fee Related JP2596533B2 (en) | 1994-11-02 | 1994-11-02 | Simple slope stabilization method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2596533B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008163741A (en) * | 2006-07-10 | 2008-07-17 | Ibiden Greentec Co Ltd | Structure of slope frame and construction method thereof |
| JP5021375B2 (en) * | 2007-06-11 | 2012-09-05 | イビデングリーンテック株式会社 | Slope greening and stabilization structure |
-
1994
- 1994-11-02 JP JP29582594A patent/JP2596533B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08134922A (en) | 1996-05-28 |
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