JPH04213625A - Support structure for steep slope - Google Patents

Support structure for steep slope

Info

Publication number
JPH04213625A
JPH04213625A JP2535391A JP2535391A JPH04213625A JP H04213625 A JPH04213625 A JP H04213625A JP 2535391 A JP2535391 A JP 2535391A JP 2535391 A JP2535391 A JP 2535391A JP H04213625 A JPH04213625 A JP H04213625A
Authority
JP
Japan
Prior art keywords
support structure
front wall
fleece
mold
reinforcing
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.)
Granted
Application number
JP2535391A
Other languages
Japanese (ja)
Other versions
JP3213713B2 (en
Inventor
Eugen Schwitter
ユーゲン・シュヴィッテル
Rudolf Ruegger
ルドルフ・ラエガー
Anton Eberle
アントン・エベーレ
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.)
FRITZ LANDOLT AG
Original Assignee
FRITZ LANDOLT AG
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 FRITZ LANDOLT AG filed Critical FRITZ LANDOLT AG
Publication of JPH04213625A publication Critical patent/JPH04213625A/en
Application granted granted Critical
Publication of JP3213713B2 publication Critical patent/JP3213713B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To allow tamping work with a placed soil vary easy after deployment of a mold lattice, for mechanization and easy transportation, by burying an reinforcing fleece underground, which is to be a tensile member of the mold lattice. CONSTITUTION: A plurality of mold lattices 4 comprising a front part wall 4a and bottom part wall 4b are sequentially stacked with respective end parts 8 and 7 mutually constrained, these lattices 4 are pasted with linings 1 and 3 with growth ability, especially a plant fleece, which is buried underground, with a steep slope formed along the front part wall 4a eventually supported by the grown-up plant fleece 1.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】この発明は、型格子を使用した急
斜面の支え構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to a support structure for a steep slope using a molded lattice.

【0002】0002

【従来の技術】この種の技術としては、FR−PS  
2303121によって、垂直又は階段状の型格子の使
用が公知である。ところでこの技術では、上下に配した
篭状の型格子を使用している。またこれらの篭状の型格
子には、比較的広く地中に拡がって上記支え構造を係留
する底部壁が設けられている。
[Prior Art] As this type of technology, FR-PS
No. 2,303,121, the use of vertical or stepped gratings is known. By the way, this technology uses basket-shaped grids arranged above and below. These basket-shaped grids are also provided with a bottom wall that extends relatively widely into the ground and anchors the support structure.

【0003】0003

【発明が解決しようとする課題】上記篭状の型格子は嵩
張るだけでなく、設置後に土を入れかつ突き固めるのに
比較的大きなエネルギーを必要とする。
SUMMARY OF THE INVENTION The cage-shaped grid is not only bulky, but also requires a relatively large amount of energy to fill and compact the soil after installation.

【0004】本発明は上述の点に鑑み、本質的に、より
簡単に構築できかつ緑化が可能で、草による緑化の場合
には簡単な方法で機械的にも施行が可能であって、しか
も傾斜面を作る場合にも、表面が平坦であると共に例え
ば60°の傾斜角を持つ傾斜面が得られるような急斜面
の支え構造を提供するものである。
[0004] In view of the above-mentioned points, the present invention is essentially simpler to construct and green, and in the case of greening with grass, can be carried out in a simple manner and mechanically. The present invention provides a support structure for a steep slope, which can have a flat surface and have an inclination angle of 60°, for example, even when creating a slope.

【0005】[0005]

【課題を解決するための手段】本発明は、上下に配され
た複数の型格子を備える急斜面の支え構造において、上
記型格子は少くともその前部壁の範囲が成長能力のある
ライニング、特に植物フリースにて被われると共に、水
平に拡がる複数の補強フリースを伴いかつほぼ水平に伸
びる底部壁を有し、上記前部壁は最上位置にある前部壁
を除き、上方に突出する棒端にてその直上の前部壁を後
方から拘束し、上記補強フリースは上記底部壁の範囲で
重ねられると共に地中に埋込まれかつ上記型格子の引張
部材として働くことを特徴とする急斜面の支え構造に係
るものである。
SUMMARY OF THE INVENTION The present invention provides a support structure for a steep slope comprising a plurality of mold grids arranged one above the other, in which the mold grids are provided with a lining capable of growing at least in the area of their front wall. It has a bottom wall covered with vegetable fleece and extending substantially horizontally with a plurality of horizontally extending reinforcing fleeces, the front wall having an upwardly projecting rod end, except for the front wall in the uppermost position. A support structure for a steep slope, characterized in that the front wall directly above the lattice is restrained from behind, the reinforcing fleece is overlapped in the area of the bottom wall, is buried in the ground, and acts as a tensile member for the type lattice. This is related to.

【0006】すなわちこの発明では、補強フリースが静
的に必要な補強部分と共に地中に埋込まれる。したがっ
て型格子の底部壁は短くすることができるし、また型格
子の運搬も容易となる。
That is, in this invention, the reinforcing fleece is buried in the ground together with the statically necessary reinforcing portion. Therefore, the bottom wall of the mold grid can be shortened and the mold grid can be easily transported.

【0007】ところでこの発明の本質は、成長可能なラ
イニングが植物層のクランプ手段を形成することにある
。そしてこの植物層は急斜面の安定化を招くことになる
から、上記型格子が腐食した後でもこの急斜面が崩れる
ことはない。
The essence of the invention, however, is that the growable lining forms a clamping means for the plant layer. Since this plant layer stabilizes the steep slope, the steep slope will not collapse even after the mold lattice corrodes.

【0008】この発明の上記型格子は、1つの底部壁と
1つの前部壁とから構成されるにすぎない。すなわち頂
部壁は存在しないから、妨害を受けることなく上記型格
子に瓦礫を入れ込み、次いで突き固めることができる。 またこの作業は、機械化することもできる。
The above-mentioned type grid of the invention consists of only one bottom wall and one front wall. That is, since there is no top wall, rubble can be introduced into the mold grid and then tamped without hindrance. This work can also be mechanized.

【0009】上下の前部壁間の互いの拘束は、特に緑化
の初期段階において、とり分け高い急斜面の安定を生む
ことになる。なおこの発明のより有効な適用は、以下に
詳述するところによっても明らかとなるであろう。
The mutual restraint between the upper and lower front walls results in particularly high stability of steep slopes, especially in the early stages of greening. Further, more effective application of the present invention will become clear from the detailed description below.

【0010】ところで上記前部壁では、最上位置を占め
る前部壁に属する上記上方に突出する棒端は、後方に折
曲げられるのがよい。また横に隣り合う上記型格子間は
、側方に突出する鉄棒端を介して重なり合うのがよい。
[0010]In the above-mentioned front wall, it is preferable that the upwardly projecting rod end belonging to the front wall occupying the uppermost position is bent rearward. Further, it is preferable that the horizontally adjacent mold grids overlap each other via the ends of the iron rods that protrude laterally.

【0011】また上記前部壁の上端を係留するために、
その一端が上記前部壁の鉄棒の少くとも1本に、その他
端が上記底部壁の鉄棒の少くとも1本にそれぞれ取付け
られた端部係留具を使用するのがよい。
[0011] Also, in order to moor the upper end of the front wall,
Preferably, an end anchor is used, one end of which is attached to at least one of the iron bars of the front wall, and the other end of which is attached to at least one of the iron bars of the bottom wall.

【0012】また上記前部壁の傾斜角は、約60°にす
ることができる。さらに上下方向に隣り合う上記底部壁
間の距離は、約0.5mにすることができる。また上記
植物フリースと上記補強フリースとは、上記底部壁の範
囲で互いに重なり合うようにするのがよい。
[0012] Also, the angle of inclination of the front wall can be about 60°. Further, the distance between the vertically adjacent bottom walls can be about 0.5 m. Further, it is preferable that the vegetable fleece and the reinforcing fleece overlap each other in the region of the bottom wall.

【0013】[0013]

【実施例】以下本発明の実施例につき図1〜3を参照し
ながら説明する。図1は上下に配された2個の型格子4
を示す。この型格子4は水平に延びる底部壁4bと、こ
の底部壁4bに対して傾斜する前部壁4aとを有する。
Embodiments Examples of the present invention will be described below with reference to FIGS. 1 to 3. Figure 1 shows two mold grids 4 arranged above and below.
shows. The mold grid 4 has a horizontally extending bottom wall 4b and a front wall 4a inclined with respect to the bottom wall 4b.

【0014】上記底部壁4bに対する上記前部壁4aの
傾きが斜面の傾角を規定し、この傾角は特にほぼ60°
に達する。また隣り合う2つの底部壁4b間の垂直距離
は例えば約0.5mに達する。なおこのような型格子4
が、傾斜面の高さ次第で複数個上下に積み上げられる。 またこれらの型格子4は作り付けにされると共に、費用
的に有利なように、腐食する金属で製作することができ
る。
The inclination of the front wall 4a with respect to the bottom wall 4b defines the inclination of the slope, which in particular is approximately 60°.
reach. Further, the vertical distance between two adjacent bottom walls 4b reaches approximately 0.5 m, for example. Furthermore, such a type grid 4
However, depending on the height of the slope, multiple pieces can be stacked one above the other. These mold grids 4 are also built-in and can be made of corroding metal in a cost-effective manner.

【0015】上記前部壁4aは上方に突出する複数の棒
端8を有し、これらの棒端8は、直上の型格子4の下部
に配設された棒7の少くとも1本にその後方で拘束され
る。かくして上下の前部壁4aは、相互にもたれ合うこ
とになる。さらにこの前部壁4aは、その上端部が端部
係留具2にて付加的に保持される。なおこの端部係留具
2は、一端を前部壁4aの強化棒6に、また他端を底部
壁4bの鉄棒9にそれぞれ取付けられる。
The front wall 4a has a plurality of rod ends 8 projecting upward, and these rod ends 8 are connected to at least one of the rods 7 disposed at the lower part of the mold lattice 4 directly above. be restrained in one direction. The upper and lower front walls 4a thus lean against each other. Furthermore, this front wall 4a is additionally held at its upper end by an end anchoring device 2. The end mooring device 2 is attached at one end to the reinforcing rod 6 on the front wall 4a and at the other end to the iron bar 9 on the bottom wall 4b.

【0016】上記鉄棒7、6および9は特に端部が突出
されているので、横方向でぶつかり合う型格子4は重な
り合い、かくして同様に、横方向でも相互にもたれ合う
ことになる。なお上記突出端は図1の符号7aにて示す
ごとく、より長くすることもできる。
The iron rods 7, 6 and 9 are particularly projecting at their ends, so that the laterally abutting mold grids 4 overlap and thus also lean against each other laterally. Note that the projecting end can be made longer, as shown by reference numeral 7a in FIG.

【0017】上記型格子4はその内側を平坦でかつ成長
が可能なライニングで張られる。このライニングは、と
り分けそれ自体で公知である植物フリース(das  
Vegetationsvlies)1である。なおこ
の植物フリース1は、底部壁4bの範囲で補強フリース
3と重なり合うが、この補強フリース3は上記底部壁4
bを超えて土壌中に広がり、上記型格子4を土壌に係留
する。かくして上記補強フリース3は型格子4の底部で
引張部材として働くことになり、小さな引張力が掛る場
合には高い強度を示す。
The mold grid 4 is lined on the inside with a flat and growable lining. This lining is made of vegetable fleece (das
Vegetations vlies) 1. Note that this vegetable fleece 1 overlaps with the reinforcing fleece 3 in the range of the bottom wall 4b;
b into the soil, mooring the mold grid 4 to the soil. The reinforcing fleece 3 thus acts as a tensile member at the bottom of the mold grid 4 and exhibits high strength when subjected to small tensile forces.

【0018】上記補強フリース3は必要な引張力を確保
するために土壌中で広く拡がらなければならないが、そ
の程度は構造体の高さや、地盤の状況や、土壌の総合的
安定性等に依存する。そしてそれは、熟練者によって直
ちに見積られ得るものである。
[0018] The reinforcing fleece 3 must spread widely in the soil in order to secure the necessary tensile force, but the extent to which it spreads depends on the height of the structure, the ground condition, the overall stability of the soil, etc. Dependent. And it can be estimated immediately by a skilled person.

【0019】次に上記支え構造の使用方法を述べれば、
先ず地面が均されたあと、この地面上に第1の補強フリ
ース3が広がれ、型格子4がこの補強フリース3上に配
置される。次に突出する棒端8が割りの入った筒5で被
われた後、植物フリース1が図2に示すように広げられ
る。次に端部係留具2が取付けられた後、土11が型格
子4内に運び込まれて突き固められる。
Next, how to use the above support structure will be described.
After the ground has first been leveled, a first reinforcing fleece 3 is spread on this ground, and a pattern grid 4 is placed on this reinforcing fleece 3. Then, after the protruding rod end 8 is covered with the slotted tube 5, the vegetable fleece 1 is unfolded as shown in FIG. After the end anchorage 2 is then installed, the soil 11 is brought into the mold lattice 4 and compacted.

【0020】次に上記土11の上面が均されて新しい平
地が用意されると、これに引き続いて植物フリースが広
げられる。その後図2に示すごとく、植物フリース1の
符号1aで示す範囲が叩かれて引き締められる。
[0020] Next, after the upper surface of the soil 11 is leveled to prepare a new flat area, the vegetable fleece is subsequently spread out. Thereafter, as shown in FIG. 2, the area indicated by reference numeral 1a of the vegetable fleece 1 is beaten and tightened.

【0021】次に第2の型格子4が上記第2の平地上に
配置されるが、その際突出する棒端8が、直上型格子の
下部鉄棒にその後方で拘束される。なお急斜面が希望す
る高さになるまで、上記作業が繰り返される。
Next, the second type grid 4 is placed on the second flat surface, and the protruding bar ends 8 are restrained behind the lower iron bars of the directly overhead type grid. The above operation is repeated until the steep slope reaches the desired height.

【0022】最上位置を占める最後の型格子4の場合に
は、突出する棒端8は図3に示すように後方に折曲げら
れる。そしてこれに引き続いて、盆状になった部分に土
12が運び込まれる。かくして土12の上縁には特に自
然な面が得られるから、この上に道路又は軌道を設ける
ことができる。
In the case of the last mold grate 4 occupying the uppermost position, the projecting rod ends 8 are bent back as shown in FIG. Following this, soil 12 is carried into the tray-shaped portion. A particularly natural surface is thus obtained at the upper edge of the soil 12, on which roads or tracks can be provided.

【0023】[0023]

【発明の効果】本発明は上述のような構成であるから、
型格子の配置後、土を入れ込んで突き固める作業が極め
て容易となり、機械化も可能になる。また型格子は嵩張
らないから、運搬も容易である。
[Effects of the Invention] Since the present invention has the above-mentioned configuration,
After placing the pattern grid, the work of filling and compacting the soil becomes extremely easy and can be mechanized. Moreover, since the molded grid is not bulky, it is easy to transport.

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

【図1】植物フリースおよび補強フリースが表示上単に
暗示的に示された2個の型格子の部分斜視図。
1 is a partial perspective view of two mold grids in which a vegetable fleece and a reinforcing fleece are only implicitly shown; FIG.

【図2】瓦礫材で充たされた型格子の側面図[Figure 2] Side view of a mold grid filled with rubble material

【図3】最
上位置を占める型格子の側面図
[Figure 3] Side view of the mold lattice occupying the top position

【符号の説明】[Explanation of symbols]

1      植物フリース 3      補強フリース 4      型格子 4a    前部壁 4b    底部壁 6      鉄棒 7a    鉄棒端 8      棒端 9      鉄棒 1 Plant fleece 3 Reinforced fleece 4 Type lattice 4a Front wall 4b Bottom wall 6 Iron bar 7a    Iron rod end 8 Rod end 9 Iron bar

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】上下に配された複数の型格子4を備える急
斜面の支え構造において、上記型格子4は少くともその
前部壁4aの範囲が成長能力のあるライニング、特に植
物フリース1にて被われると共に、水平に拡がる複数の
補強フリース3を伴いかつほぼ水平に伸びる底部壁4b
を有し、上記前部壁4aは最上位置にある前部壁4aを
除き、上方に突出する棒端8にてその直上の前部壁4a
を後方から拘束し、上記補強フリース3は上記底部壁4
bの範囲で重ねられると共に地中に埋込まれかつ上記型
格子4の引張部材として働くことを特徴とする急斜面の
支え構造。
1. A support structure for a steep slope comprising a plurality of mold lattices 4 arranged one above the other, wherein at least the front wall 4a of the mold lattice 4 is lined with a lining capable of growing, in particular a vegetable fleece 1. A bottom wall 4b that is covered and extends substantially horizontally with a plurality of reinforcing fleeces 3 that extend horizontally.
The front wall 4a has a bar end 8 projecting upward, except for the front wall 4a at the uppermost position.
is restrained from behind, and the reinforcing fleece 3 is attached to the bottom wall 4.
A support structure for a steep slope, characterized in that the support structure is overlapped in the range of (a) and buried in the ground, and serves as a tensile member for the above-mentioned type lattice (4).
【請求項2】上記最上位置を占める前部壁4aの棒端8
は後方に折曲げられる請求項1記載の支え構造。
2. A rod end 8 of the front wall 4a occupying the uppermost position.
2. The support structure according to claim 1, wherein the support structure is bent rearward.
【請求項3】横に隣り合う2個の型格子4は側方に突出
する鉄棒端7aを介して重なり合う請求項1又は2記載
の支え構造。
3. The support structure according to claim 1, wherein two laterally adjacent mold gratings 4 overlap each other via laterally projecting iron rod ends 7a.
【請求項4】上記前部壁4aの上端を係留するためその
一端が上記前部壁4aの鉄棒6の少くとも1本に、その
他端が上記底部壁4bの鉄棒9の少くとも1本にそれぞ
れ取付けられた端部係留具2を有する請求項1、2又は
3記載の支え構造。
4. In order to moor the upper end of the front wall 4a, one end thereof is attached to at least one of the iron bars 6 of the front wall 4a, and the other end is attached to at least one of the iron bars 9 of the bottom wall 4b. 4. A support structure as claimed in claim 1, 2 or 3, each having an end anchorage (2) attached thereto.
【請求項5】上記前部壁4aの傾斜角が約60°に達す
る請求項1、2、3又は4記載の支え構造。
5. A support structure according to claim 1, wherein the angle of inclination of the front wall 4a amounts to approximately 60°.
【請求項6】上下に隣り合う底部壁4b間の距離が約0
.5mに達する請求項1、2、3、4又は5記載の支え
構造。
Claim 6: The distance between the vertically adjacent bottom walls 4b is approximately 0.
.. Support structure according to claim 1, 2, 3, 4 or 5, reaching 5 m.
【請求項7】上記植物フリース1と上記補強フリース3
とは上記底部壁4bの範囲で互いに重なり合う請求項1
、2、3、4、5又は6記載の支え構造。
Claim 7: The above-mentioned plant fleece 1 and the above-mentioned reinforcing fleece 3
and overlap each other within the range of the bottom wall 4b.
, 2, 3, 4, 5 or 6.
JP02535391A 1990-02-02 1991-01-25 Steep slope support structure Expired - Fee Related JP3213713B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES9000321A ES2023738A6 (en) 1990-02-02 1990-02-02 Support structure for steep slope
ES9000321 1990-02-02

Publications (2)

Publication Number Publication Date
JPH04213625A true JPH04213625A (en) 1992-08-04
JP3213713B2 JP3213713B2 (en) 2001-10-02

Family

ID=8265766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02535391A Expired - Fee Related JP3213713B2 (en) 1990-02-02 1991-01-25 Steep slope support structure

Country Status (3)

Country Link
JP (1) JP3213713B2 (en)
ES (1) ES2023738A6 (en)
NO (1) NO910234L (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06294132A (en) * 1993-02-10 1994-10-21 Tenryu Ind Co Ltd Slope protection greening work and vegitation member
KR100414779B1 (en) * 2001-09-27 2004-01-16 윤성호 Reinforcing structure for a slope of ground cutted area
KR100419883B1 (en) * 2002-09-14 2004-02-26 케이지건설(주) Method for constructing green reinforcement slope; R, S Green
KR102150343B1 (en) 2019-12-13 2020-09-01 (주)씨티이엔씨 Framework with lattice structure for reinforcing slope and slope reinforcing construct using thereof

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2078183B1 (en) * 1994-04-25 1996-07-16 Antonio Casado Y Cia S A A C Y LEATHER REINFORCEMENT FOR THE CONSTRUCTION OF REINFORCED EARTH SLOPES.
ES2113246B1 (en) * 1994-05-06 1999-01-01 Pecune Sa SUPPORT STRUCTURE FOR SLOPE GROUNDS.

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6046220A (en) * 1983-08-25 1985-03-13 Mitsuboshi Belting Ltd Manufacture of long v-belt with cog
EP0197000A1 (en) * 1985-03-05 1986-10-08 Fritz Landolt Aktiengesellschaft Element for realizing steep plant-accommodating slopes
JPS6311488A (en) * 1986-07-02 1988-01-18 Nissan Motor Co Ltd Roof feeding system to vehicle body assembly line

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6046220A (en) * 1983-08-25 1985-03-13 Mitsuboshi Belting Ltd Manufacture of long v-belt with cog
EP0197000A1 (en) * 1985-03-05 1986-10-08 Fritz Landolt Aktiengesellschaft Element for realizing steep plant-accommodating slopes
JPS6311488A (en) * 1986-07-02 1988-01-18 Nissan Motor Co Ltd Roof feeding system to vehicle body assembly line

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06294132A (en) * 1993-02-10 1994-10-21 Tenryu Ind Co Ltd Slope protection greening work and vegitation member
KR100414779B1 (en) * 2001-09-27 2004-01-16 윤성호 Reinforcing structure for a slope of ground cutted area
KR100419883B1 (en) * 2002-09-14 2004-02-26 케이지건설(주) Method for constructing green reinforcement slope; R, S Green
KR102150343B1 (en) 2019-12-13 2020-09-01 (주)씨티이엔씨 Framework with lattice structure for reinforcing slope and slope reinforcing construct using thereof

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NO910234D0 (en) 1991-01-21
JP3213713B2 (en) 2001-10-02
ES2023738A6 (en) 1992-02-01

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