JPS60188532A - Sheathing device of slope - Google Patents

Sheathing device of slope

Info

Publication number
JPS60188532A
JPS60188532A JP4408884A JP4408884A JPS60188532A JP S60188532 A JPS60188532 A JP S60188532A JP 4408884 A JP4408884 A JP 4408884A JP 4408884 A JP4408884 A JP 4408884A JP S60188532 A JPS60188532 A JP S60188532A
Authority
JP
Japan
Prior art keywords
slope
sheet
soil
packed
stones
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
JP4408884A
Other languages
Japanese (ja)
Inventor
Shigeru Osada
長田 繁
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.)
TOA KOGAKU KK
Original Assignee
TOA KOGAKU 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 TOA KOGAKU KK filed Critical TOA KOGAKU KK
Priority to JP4408884A priority Critical patent/JPS60188532A/en
Publication of JPS60188532A publication Critical patent/JPS60188532A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing 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)
  • Revetment (AREA)

Abstract

PURPOSE:To obtain a sheathing work of a slope with good efficiency by a method in which a cage having a valley side compartment and a mountain side compartment inside is set on a slope, soil with seeds and fertilizer is packed through a sheet in the valley compartment, and stones are packed in the mountain side compartment. CONSTITUTION:The inside of a cage 5 to be laid on a slope (a) on the road 6 side is divided into a valley side compartment 5b2 and a mountain side compartment 5b1. Stones 9 are packed in the mountain side compartment 5b1, and a sheet 1 is laid on the whole inside of the valley side compartment 5b2 and soil 11 is packed on the sheet 1. On the sheet 1 having a water permeability, plant seeds and fertilizer are dispersed in bonded state. Soft sloped ground of great inclination angles can thus be sheathed and improved with good efficiency.

Description

【発明の詳細な説明】 この発明は、土浦めすべき法面で性能、フトン籠を利用
するとともにその谷側で植物を育成させることにより土
浦めと植生による緑化を行うようになした法面土留装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a slope earth retaining system that uses futon baskets to improve the performance of the slopes where Tsuchiura is to be built, and at the same time, grows plants on the valley side of the slopes to perform greening with vegetation. Regarding equipment.

自治の沢や道路の切通し等の比較的地盤強度の小さな法
面は風雨等による自然崩壊を防止する鑑点から何らかの
土留め耐染がなされている。
Slopes with relatively low ground strength, such as local streams and road cuts, are protected by some form of soil retaining to prevent natural collapse caused by wind and rain.

その1つは、土留めすべき法面上にコンクリート、プラ
スチック、鋼製の枠を連続して格子状に構築して法面の
土留めを行う、いわゆる法枠工法が従来あった。
One of these is the so-called slope construction method, in which a concrete, plastic, or steel frame is constructed in a continuous lattice pattern on the slope to be earth-retained.

ところで法面の傾斜角度が小さい場合であっても長時風
雨にさらされると法面が徐々に崩壊しはじめるが、新た
に造成された法面では草木が生えていないためにこの崩
壊速度が早かった。この耐応策として従来、植物を植生
させることが知られているが、この植生方法を現場にお
いて簡単に施工し且つ能率良く確実に植物を育成させる
緑化マットおよびこの緑化マントを使用して法面の土留
めを行う考案および発明は既に出願人が、実公昭56−
50735号(実願昭53−128255号);特公昭
54−42721号(特願昭51−31917号)とし
て公知である。
By the way, even if the slope angle is small, the slope will gradually begin to collapse if exposed to wind and rain for a long time, but on newly created slopes, the rate of collapse is faster because there are no plants growing on the slope. Ta. Conventionally, it has been known to grow plants as a countermeasure against this problem, but this method can be easily applied on-site and can be used to improve the slope surface using greening mats and greening cloaks that allow plants to grow efficiently and reliably. The applicant has already devised and invented the earth retaining device in 1982-
No. 50735 (Japanese Utility Model Application No. 53-128255); known as Japanese Patent Publication No. 42721-1983 (Japanese Patent Application No. 51-31917).

しかし上記従来発明等は施工現場の地形や法面の1頃斜
角度に合わせて緑化マントを敷設する比較的小規模の土
留工法には適しているが、法面の露出側部分、即ち谷側
の急傾斜地において緑化マントを取付けるべき抗体の設
置作業および之の補強作業、さらには抗体に緑化マント
を取付けたり、敷設するための取付設置作業を必要とす
る。また法面の形成地盤は硬軟多様であり、特に軟質で
あったり、保水性が大きな地盤においては之に応じた補
強と地盤自体の改善排水を必要とする。これらの施工や
土質改善を行うことは植物の育成に好適な環境を提供す
ることにもなる。
However, the above-mentioned conventional inventions are suitable for a relatively small-scale earth retaining method in which a greening mantle is laid in accordance with the topography of the construction site and the slope angle of the slope, but they are suitable for the exposed side of the slope, that is, the valley side. On steep slopes, it is necessary to install and reinforce the antibodies on which the greening mantle is to be attached, as well as to attach and install the greening mantle to the antibodies. In addition, the ground on which slopes are formed varies in hardness and softness, and especially in soft ground or ground with high water retention capacity, appropriate reinforcement and improved drainage of the ground itself are required. These construction works and soil improvement will also provide an environment suitable for growing plants.

また港湾工事、川河工事、ダム工事等の治水個所では一
般に性能、フトン籠を用いて石を連結する重量で法面を
押え、保護し、その破砕作用で流水の流速を弱め、治水
や護岸をはがっていた。
In addition, in flood control areas such as port construction, river construction, and dam construction, futon baskets are generally used to suppress and protect slopes with the weight of connecting stones, and their crushing action weakens the flow velocity of flowing water, allowing flood control and bank protection. It was peeling off.

本発明は上述の如き点に鑑みてなされたものでありその
目的とするところは、軟質であったり、傾斜角度の大き
な法面でも少ない工数で確実に且つ能率良く土留めを行
うことが可能で、しかも該法面の土質改善も容易な法面
土留装置を提供するのにある。
The present invention was made in view of the above-mentioned points, and its purpose is to make it possible to reliably and efficiently retain earth with a small number of man-hours even on slopes that are soft or have a large slope. Moreover, it is an object of the present invention to provide a slope earth retaining device that can easily improve the soil quality of the slope.

本発明の法面土留装置は、性能又はフトン籠を使用し、
該籠の法面における露出側、すなわち谷側に形成された
収容室内に透水性を有し且つ植物の種子および肥料が散
在、接着されたシートやバッグを収容して土、腐葉土、
肥料を詰め込むことにより植物を植生して法面の土留め
に使用することを特徴とする。
The slope earth retaining device of the present invention uses performance or futon cages,
The storage chamber is formed on the exposed side of the slope, that is, on the valley side, and is water-permeable and contains sheets and bags with plant seeds and fertilizers scattered and glued thereon, and soil, humus, leaf mold, etc.
It is characterized by the fact that it is used for retaining soil on slopes by planting plants by filling it with fertilizer.

以下本発明を図面を参照して説明する。The present invention will be explained below with reference to the drawings.

1はシートで、このシート1は透水性を有し且つ可撓可
能な材料、例えば合成樹脂繊維を荒目に平織りして摩擦
係数を大きくした材料で形成され、その表面には植物の
種子2、肥料3、土質改良剤が接着剤等を用いて散在、
接着される。この場合に用いる植物としては成長および
発根率が高く、さらには繁殖率が高く病虫害の影響を受
け難いものが使用され、例えば草の場合には西洋芝、よ
もぎ、すずき、いたどり等が用いられ、また樹木の場合
には黒松、アカシャ、ネム等が用いられる。
Reference numeral 1 denotes a sheet, and the sheet 1 is made of a water-permeable and flexible material, such as a material made of coarsely plain-woven synthetic resin fibers to increase the coefficient of friction. , fertilizer 3, soil conditioner is scattered using adhesive, etc.
Glued. The plants used in this case are those that have a high growth and rooting rate, as well as a high reproduction rate and are not easily affected by pests and diseases. In the case of trees, black pine, Akasha, Nemu, etc. are used.

しかも必要に応して補強材4を接着することにより、種
子2、肥料3等の脱落を防止する。この場合に用いる補
強材4としては例えば透水率が高く、/8解しやすい、
繊維質の紙が用いられる。また前記肥料3の配合率は、
原則としてN、P、Kを等分配金するが、この配合率は
例示であり、育成すべき植物に応し°ζ任意とする。ま
た土質改良剤も育成すべき植物の種類により異なるが、
例えば石灰やPH調調整炉使用される。第4図に示した
シート1は、加工が簡単で量産も容易であるのでロール
状に巻回しておき、使用時に施工現場での法面aの傾斜
角度や地形に合わせてその長さを任意に切断しても良い
。また性能5ば、その内部に設けられた仕切5aを境に
少なくとも2室に区分され、その山側8の大部分を後記
石9を詰め込むための収容室5biとし、また法面aの
谷側10部分には前記シート1又はバッグ1′を収納す
るための収容室5b2としている。この収容室5b+、
5b2はその網の網目や一部を解いて、±11、土砂、
肥料等の植物の植生土を詰め込んだり、石9を詰め込む
ようにしている。
Moreover, by adhering reinforcing material 4 as necessary, seeds 2, fertilizer 3, etc. can be prevented from falling off. The reinforcing material 4 used in this case is, for example, one that has a high water permeability and is easy to solve by /8.
Fibrous paper is used. Furthermore, the blending ratio of the fertilizer 3 is as follows:
In principle, N, P, and K are distributed equally, but this mixing ratio is just an example and can be set arbitrarily depending on the plant to be grown. The soil conditioner also varies depending on the type of plant to be grown.
For example, lime and PH adjustment furnaces are used. The sheet 1 shown in Fig. 4 is easy to process and mass-produce, so it is rolled up into a roll and its length can be adjusted to suit the slope angle and topography of the slope a at the construction site. You can also cut it into In addition, in terms of performance 5, it is divided into at least two chambers with a partition 5a provided inside it as a boundary, and most of the mountain side 8 is used as a storage chamber 5bi for packing stones 9 described later, and the valley side 10 of the slope a A storage chamber 5b2 is provided in a portion to store the seat 1 or the bag 1'. This storage room 5b+,
5b2 unravels the mesh or part of the net, ±11, earth and sand,
It is packed with soil for plants such as fertilizer, and filled with stones 9.

本発明の一実施例は上述のような構成からなり、以下作
用とともに工法を説明する。
One embodiment of the present invention has the above-mentioned configuration, and the operation and construction method will be explained below.

先ず道路6に面した法面aに性能5を敷設する。First, performance 5 is laid on slope a facing road 6.

この性能5の設置幅や設置長さは造成すべき施工現場で
の法面aの傾斜角度や地盤の硬軟に応じて決定される。
The installation width and installation length of this performance 5 are determined according to the inclination angle of the slope a and the hardness and softness of the ground at the construction site to be created.

この場合、必要に応じて任意の幅、および間隔で支柱7
を立てて補強を行う。この支柱7としては、松材の丸太
、鋼製杭などの柱等が用いられるが、施工現場で打ち込
むことにより針金等により性能5を強固に固定する。
In this case, the pillars 7 can be set to any width and spacing as needed.
erect it and reinforce it. As this support 7, a pillar such as a pine log or a steel pile is used, and the performance 5 is firmly fixed with wire or the like by driving it in at the construction site.

次に性能5の内部に設けられた仕切5aを境にしてその
山側8の内部に石9を詰め込んだり、必要に応じて生コ
ンクリートを打設して法面aとの固定を確実にする。こ
の場合、用いる石としては使用する籠の網目や一部を解
いて大きい玉石や割石のほか、透水性の大きいシートを
活用することにより、現場で入数容易な床掘り土砂類や
更には必要に応じて腐葉土を混合したり一切盛り土石類
を使用する。
Next, stones 9 are packed inside the mountain side 8 of the partition 5a provided inside the performance 5, and if necessary, fresh concrete is poured to ensure fixation to the slope a. In this case, the stones to be used include large cobbles and broken stones made by unraveling the mesh of the cage used, as well as large, water-permeable sheets that can be used to make bed-dug earth and sand that can be easily placed on site. Depending on the situation, mix leaf mold or use stones for filling.

そしてシート1を前記性能5の収容室5b2内に収納す
る。この場合、シート1は収容室5b2の谷側10の壁
面5cから底面5dおよび仕切5aに、更には左右両側
に敷設しても良いし、或いは谷側10の壁面5cのみに
接設しても良い。収容室5b2内に詰められる±11、
腐葉土、肥料が流出する恐れのある場合には収容室5b
2型のボックス状の袋にして壁面5c側に種子、肥料等
を装着したものを使用する。そしてこのシート1は収容
室5b2内で固定されるが、この固定手段は針金又はU
字形のステーブルなどを用いて結着すれば容易に固定で
きる。また必要に応じて合成樹脂シートなどで形成した
保水シートを前記シート1の底面に敷設することにより
育成すべき植物の種類に応じて保水効果をもたせても良
い。
Then, the seat 1 is stored in the storage chamber 5b2 of performance 5. In this case, the sheet 1 may be laid from the wall surface 5c to the bottom surface 5d and the partition 5a of the valley side 10 of the storage chamber 5b2, further on both left and right sides, or it may be laid in contact only with the wall surface 5c of the valley side 10. good. ±11 stuffed into the storage chamber 5b2,
If there is a risk of mulch or fertilizer flowing out, use the storage room 5b.
A type 2 box-shaped bag with seeds, fertilizer, etc. attached to the wall 5c side is used. This sheet 1 is fixed in the storage chamber 5b2, but this fixing means is a wire or U.
It can be easily fixed by binding using a letter-shaped stable. Further, if necessary, a water-retaining sheet formed of a synthetic resin sheet or the like may be laid on the bottom surface of the sheet 1 to provide a water-retaining effect depending on the type of plant to be grown.

最後に前記収容室Stz内に客土としての土11を詰め
込む。
Finally, soil 11 as soil is packed into the storage chamber Stz.

このように、法面aは仕切5aを境に2室に区分され、
その大部分をなす収容室Sbl内に石9を詰め込んで覆
われるから風雨などに対してもその表面が浸蝕されるこ
とがなく排水は良好になる。
In this way, the slope a is divided into two rooms with the partition 5a as the border,
Since the storage chamber Sbl, which forms the majority of the storage chamber, is covered with stones 9, its surface will not be eroded by wind and rain, and drainage will be good.

従って法面aが保水力の大きい地盤で形成されていたと
しても性能5内に詰めた石9による排水により法面aの
土質改善が行えるとともに前記石9の大きな重量により
崩れ難い強固な法面aを形成できる。また、このように
性能5内には石9が詰め込まれて大きな重量が法面aに
加わることと、網目構造で法面aの表面上との摩擦が大
であるから軟質な地盤であってもずり落ちることはない
Therefore, even if the slope a is formed of ground with a large water-holding capacity, the soil quality of the slope a can be improved by draining water from the stones 9 packed within performance 5, and the large weight of the stones 9 creates a strong slope that does not easily collapse. A can be formed. In addition, because the stones 9 are packed inside performance 5 and a large weight is applied to the slope a, and the mesh structure has a large friction with the surface of the slope a, the ground is soft. It won't fall off.

そして性能5内に道路6と接して形成した他の収容室5
b2内に収納されたシート1には植物の種子2と、之を
肥培するための肥料3が散在、接着されて土11.腐葉
土、肥料等が詰め込まれているから、植物の根が土中深
く侵入し、相互に絡み合うようになる。またシート1の
運搬時や植物の発芽時に風雨にさらされても植物の種子
2、肥料3等は補強剤4により抑えられて保護されるか
ら、シート1から脱落したり、流れ出したりするのを防
止される。
And another storage chamber 5 formed in the performance 5 in contact with the road 6
Seeds 2 of plants and fertilizer 3 for fertilizing the seeds are scattered and glued onto the sheet 1 stored in b2 to form soil 11. Because they are filled with humus, fertilizer, etc., the roots of plants penetrate deep into the soil and become intertwined with each other. In addition, even if the sheet 1 is exposed to the wind and rain during transportation or germination, the plant seeds 2, fertilizer 3, etc. are suppressed and protected by the reinforcing agent 4, so they are prevented from falling off or flowing out from the sheet 1. Prevented.

また性能5の収容室5b2内に詰め込まれた±11はシ
ート1と補強剤4とにより遮断されるので流出は阻止さ
れる。また降雨があっても、シートlおよび補強剤4は
透水性があるから、排水されるので根腐れが生ぜずに植
物は健全な育成が行え、法面aの1頃斜角度が大きくて
も確実な土留めが行える。
In addition, the ±11 packed in the storage chamber 5b2 of performance 5 is blocked by the sheet 1 and the reinforcing agent 4, so that its outflow is prevented. In addition, even if there is rainfall, since the sheet 1 and the reinforcing agent 4 are permeable, the water will drain away and the plants will be able to grow healthy without root rot. Secure soil retention.

また法面aで育成された植物は単に法面aの強度を増す
ことのみならず、仕上げ外観も見映えがすることば云う
までもない。
It goes without saying that plants grown on slope a not only increase the strength of slope a, but also have a more attractive finished appearance.

また第5図及び第6図は本発明の第2実施例を示したも
のである。
Further, FIGS. 5 and 6 show a second embodiment of the present invention.

この実施例では性能の一種であるフトン籠5′を用いる
が、このフトン籠5′はその内部を仕切5’ aを境に
2つの収容室5’ b+ 、5’ b2に区分するとと
もに下段に位置するフトン籠5′の収容室5′ b2の
法面aの道路6と接する側に数段、積み上げた構成によ
り、普通形状の性能5とは異なり、網目構造の上下のフ
トン籠5′相互の接触面積が増大化して安定になるとと
もに摩擦抵抗が大きくなって重量が大きくなるから、法
面aが急傾斜であったとしても法面aの土留め作用が前
記実施例よりも大きくなる。
In this embodiment, a futon basket 5', which is a type of high-performance futon basket, is used, and the inside of this futon basket 5' is divided into two storage chambers 5'b+ and 5'b2 with a partition 5'a as a boundary, and a lower compartment. Due to the configuration in which the futon baskets 5' are stacked in several stages on the side that contacts the road 6 on the slope a of the housing chamber 5' b2 of the futon baskets 5' located therein, the upper and lower futon baskets 5' of the mesh structure are mutually stacked. Since the contact area of the slope a increases and becomes stable, the frictional resistance increases and the weight increases, so even if the slope a is steeply sloped, the earth retaining effect of the slope a is greater than that of the previous embodiment.

第7図及び第8図は本発明の第3実施例であり、この実
施例では法面aに沿って敷設されたフトン籠5′内を仕
切壁5’ aで仕切って上下方向を2つの収容室5’ 
b+ 、5’ b2に区分し、このうち上方の収容室5
′ b2内に土、腐葉土、肥料等を入れるとともに下方
の収容室5′ b1内に石9等を詰めて植物の植生部を
設けることにより、法面aの全面緑化をはかって寒冷地
における凍結、凍土をネットにより防ぐようにしたもの
で゛ある。
7 and 8 show a third embodiment of the present invention. In this embodiment, the inside of the futon basket 5' laid along the slope a is partitioned by a partition wall 5'a, and the vertical direction is divided into two sections. Containment room 5'
b+, 5' b2, of which the upper storage chamber 5
By putting soil, humus, fertilizer, etc. into b2, and by filling the lower storage chamber 5' b1 with stones 9, etc. to create a vegetation area, we aim to fully green the slope a and prevent freezing in cold regions. , which is designed to prevent frozen soil with a net.

上述のように本発明は、性能又はフトン籠の内部に設け
た仕切を境に2室に区分した谷側の収容室内に、透水性
を有し植物の種子および肥料が交錯して散在、接着され
たシートやこのシートで形成されたバッグを収容して土
を詰め込むものであるから、軟質であったり、傾斜角度
が大きな法面でも少ない工数で確実に且つ能率良く土留
めを行うことができ、しかも法面の土質改善も容易に行
える。
As described above, the present invention provides water-permeable plant seeds and fertilizers that are intertwined, scattered, and adhered within the storage chamber on the valley side, which is divided into two rooms by a partition provided inside the futon basket. Because the soil is packed into the soil by accommodating a sheet made of plastic or a bag made from this sheet, soil retention can be carried out reliably and efficiently with a small number of man-hours even on soft slopes or slopes with large slope angles. Moreover, it is easy to improve the soil quality of slopes.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例を示した斜面図、第2図は同
じく使用状態の一例を示した断面図、第3図は同じく使
用状態の他側を示した断面図、猜4図はこの実施例で使
用する装置の一例を示し大斜面図、第5図は本発明の第
2実施例を示した!3面図、第6図は同じく使用状態を
示した断面図、第7図は本発明の第3実施例を示した斜
面図、冴8図は使用状態を示した断面図である。 1・・・・・・シート、2・・・・・・種子、3・・・
・・・肥料、5・・・・・性能、5′・・・・・・フト
ン籠、5a、5’a・・・・・・IJ切り、5b+ 、
5b2 ;5’ b+ 、5’ b2・・・・・収容室
、6・・・・・・道路、8・・・・・・山側、9・・・
・・・石、1代理人 瀧 野 秀 却 b2 第5図 5′d 9
Fig. 1 is a perspective view showing one embodiment of the present invention, Fig. 2 is a sectional view showing an example of the usage state, Fig. 3 is a sectional view showing the other side of the usage state, and Fig. 4 shows an example of the device used in this embodiment, and is a large-scale perspective view, and FIG. 5 shows a second embodiment of the present invention! FIG. 7 is a perspective view showing the third embodiment of the present invention, and FIG. 8 is a sectional view showing the use state. 1... Sheet, 2... Seed, 3...
...Fertilizer, 5...Performance, 5'...Futon basket, 5a, 5'a...IJ cutting, 5b+,
5b2; 5' b+, 5' b2...containment room, 6...road, 8...mountain side, 9...
...Stone, 1 agent Hide Takino b2 Figure 5 5'd 9

Claims (1)

【特許請求の範囲】[Claims] 性能又はフトン籠内を仕切りにより複数の収容室に区分
し、透水性を有し且つ植物の種子および肥料が散在、接
着されたシート、又は該シートで形成されたハングを該
収容室のうちの谷側又は谷側の上部の収容室内に収納し
、また他の前記山側の収容室内には石、土砂等を詰め込
み、さらに谷側の前記収容室又は前記バッグ内に土、腐
葉土、肥料等を詰め込んで草、木の助長、成育を計る法
面土留装置。
The interior of the futon basket is divided into multiple storage chambers by partitions, and a sheet with water permeability and on which plant seeds and fertilizers are scattered or glued, or a hang formed from the sheet is placed in one of the storage chambers. The storage chamber on the valley side or the upper part of the valley side is filled with stones, earth and sand, and the storage chamber on the valley side or the bag is filled with soil, humus, fertilizer, etc. A slope earth retaining device that is packed to promote and encourage the growth of grass and trees.
JP4408884A 1984-03-09 1984-03-09 Sheathing device of slope Pending JPS60188532A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4408884A JPS60188532A (en) 1984-03-09 1984-03-09 Sheathing device of slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4408884A JPS60188532A (en) 1984-03-09 1984-03-09 Sheathing device of slope

Publications (1)

Publication Number Publication Date
JPS60188532A true JPS60188532A (en) 1985-09-26

Family

ID=12681862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4408884A Pending JPS60188532A (en) 1984-03-09 1984-03-09 Sheathing device of slope

Country Status (1)

Country Link
JP (1) JPS60188532A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62163543U (en) * 1986-04-08 1987-10-17
JPS62268426A (en) * 1986-05-14 1987-11-21 Tokyu Constr Co Ltd Slope protection of banking
JPS6323340U (en) * 1986-07-24 1988-02-16
JP2002173925A (en) * 2000-09-27 2002-06-21 Raio Sangyo Kk Greening net block body
FR2920449A1 (en) * 2007-09-04 2009-03-06 Joseph Golcheh Retaining wall i.e. gabion wall, forming method, involves mechanically filling remaining volume of central compartment having mass function to ensure stability of wall, with unscreened coal materials
GB2469646A (en) * 2009-04-21 2010-10-27 Tensar Technologies Ltd A geotechnical structure including particulate material and vertical panels
JP2021143506A (en) * 2020-03-11 2021-09-24 日鉄建材株式会社 Installation method of u-shaped groove and u-shaped groove structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5650735U (en) * 1979-09-28 1981-05-06

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5650735U (en) * 1979-09-28 1981-05-06

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62163543U (en) * 1986-04-08 1987-10-17
JPS62268426A (en) * 1986-05-14 1987-11-21 Tokyu Constr Co Ltd Slope protection of banking
JPH0549766B2 (en) * 1986-05-14 1993-07-27 Tokyu Kensetsu Kk
JPS6323340U (en) * 1986-07-24 1988-02-16
JP2002173925A (en) * 2000-09-27 2002-06-21 Raio Sangyo Kk Greening net block body
FR2920449A1 (en) * 2007-09-04 2009-03-06 Joseph Golcheh Retaining wall i.e. gabion wall, forming method, involves mechanically filling remaining volume of central compartment having mass function to ensure stability of wall, with unscreened coal materials
GB2469646A (en) * 2009-04-21 2010-10-27 Tensar Technologies Ltd A geotechnical structure including particulate material and vertical panels
JP2021143506A (en) * 2020-03-11 2021-09-24 日鉄建材株式会社 Installation method of u-shaped groove and u-shaped groove structure

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