EP0451088A1 - Couche de végétation armée - Google Patents

Couche de végétation armée Download PDF

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Publication number
EP0451088A1
EP0451088A1 EP91810135A EP91810135A EP0451088A1 EP 0451088 A1 EP0451088 A1 EP 0451088A1 EP 91810135 A EP91810135 A EP 91810135A EP 91810135 A EP91810135 A EP 91810135A EP 0451088 A1 EP0451088 A1 EP 0451088A1
Authority
EP
European Patent Office
Prior art keywords
vegetation layer
layer according
organic
fibers
layer
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
EP91810135A
Other languages
German (de)
English (en)
Other versions
EP0451088B1 (fr
Inventor
Anton Eberle
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.)
Eberle Landschaftsbau AG
Original Assignee
Eberle Landschaftsbau 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 Eberle Landschaftsbau AG filed Critical Eberle Landschaftsbau AG
Priority to AT9191810135T priority Critical patent/ATE105036T1/de
Publication of EP0451088A1 publication Critical patent/EP0451088A1/fr
Application granted granted Critical
Publication of EP0451088B1 publication Critical patent/EP0451088B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
    • 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

Definitions

  • the invention relates to a reinforced vegetation layer according to the preamble of independent patent claim 1.
  • a method has become known in the prior art from JA 55 36 576, according to which a network is stretched over the surface of this slope in order to stabilize a steep slope.
  • a layer of sludge reinforced with coconut fibers is first sprayed onto this network and another layer of water and an artificial earth material is sprayed onto it to form an artificial layer of soil.
  • the application of two different layers is complex and the layer obtained may be difficult to green.
  • the invention has for its object to provide a reinforced vegetation layer, which enables a simpler method for securing and greening steep and rocky slopes and which is characterized by high dimensional stability and cohesion with improved resistance to many types of erosion and also a safe and faster Greening guaranteed.
  • the object is achieved by the invention according to claim 1.
  • the plastic microfibers link the organic substance and thus form a rot-free reinforcement and linkage of the vegetation layer.
  • the admixed dried seaweed forms a binding colloidal mass due to the connection with water, which creates a point connection in the capillaries of the vegetation layer.
  • the clay minerals and the micro and macronutrients provide the vegetation with the necessary nutrients.
  • the result of the above properties of the vegetation layer according to the invention is that a single-layer structure is sufficient for this single layer to be applied hydropneumatically and for seeds to be introduced in the same operation.
  • a layer thickness of 5 to 15 cm is sufficient.
  • the plastic microfibers are preferably a mixture of fibers of different lengths with lengths between 2 and 20 cm, preferably between 3 and 8 cm.
  • the fibers are preferably branched and made from UV-stable polyester. The fine hairs of such fibers result in a felt-like concatenation and contribute significantly to the stabilization of the applied vegetation layer.
  • Fig. 1 shows a steep slope with a base 5 made of weather-prone rock or stable loose rock.
  • This unstable steep slope is secured by a static network 6 made of plastic, a suitable metal or natural fibers.
  • This network is fixed with anchors 4, which have a length of, for example, 2 to 4 m, and with claw slats 3.
  • anchors 4 which have a length of, for example, 2 to 4 m, and with claw slats 3.
  • a vegetation layer 1 is applied to the secured slope surface. In the earth-moist state, this is pneumatically transported with suitable equipment by means of tubing and is mixed with water immediately upon exiting the spray nozzle. The water content of the vegetation layer 1 can thus be easily and precisely adapted to the local conditions.
  • the armored vegetation layer to be sprayed consists of an organic substance based on a compost soil with a high skeletal content, plastic microfibers, organic plant fibers with a length of about 5 to 7 cm, dried seaweed, broken opaline expanded clay balls as structuring agents, clay minerals in various forms, and Micro and macro nutrients of organic origin.
  • the plastic microfibers are preferably made of UV-stable polyester and link the organic substance, thereby forming a rot-free reinforcement and linkage of the vegetation layer.
  • the dried seaweed forms a cohesive colloidal mass due to the connection with the water added when it leaves the spray nozzle, which creates a point connection with the capillaries of the vegetation layer.
  • the Opalinus expanded clay balls on the one hand form structure donors and on the other hand increase the water storage capacity.
  • the seed is sprayed on in the same operation, which leads to an organic seed layer 2 after a short time.
  • a material 7 before application of the vegetation layer which is also reinforced with fibers, but consists of less expensive material.
  • the reinforced layer 7 can be mixed with sand, for example.
  • a static network or base fabric may be required if the surface is very unstable. As a rule, however, such a prior mechanical stabilization of the slope is not necessary. It has even been shown that the vegetation layer according to the invention can also be used to green embankments that are comparatively strongly susceptible to slipping without further securing measures.

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)
  • Cultivation Of Plants (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)
EP91810135A 1990-03-02 1991-03-01 Couche de végétation armée Expired - Lifetime EP0451088B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT9191810135T ATE105036T1 (de) 1990-03-02 1991-03-01 Armierte vegetationsschicht.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH671/90 1990-03-02
CH671/90A CH681028A5 (fr) 1990-03-02 1990-03-02

Publications (2)

Publication Number Publication Date
EP0451088A1 true EP0451088A1 (fr) 1991-10-09
EP0451088B1 EP0451088B1 (fr) 1994-04-27

Family

ID=4192447

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91810135A Expired - Lifetime EP0451088B1 (fr) 1990-03-02 1991-03-01 Couche de végétation armée

Country Status (5)

Country Link
EP (1) EP0451088B1 (fr)
AT (1) ATE105036T1 (fr)
CH (1) CH681028A5 (fr)
DE (1) DE59101480D1 (fr)
ES (1) ES2051578T3 (fr)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4201758A1 (de) * 1992-01-23 1993-08-05 Heinz Weckler Material fuer den unterbau von strassen u. dgl.
DE4323633A1 (de) * 1993-07-15 1995-01-19 W U R M Ges Zur Weiterverarbei Mischung zur Abdeckung und/oder Rekultivierung von Abfalldeponien, Bodensenkungen oder ähnlichem
DE19631274A1 (de) * 1996-08-02 1998-02-05 Ross Kurt G Verfahren zur Sicherung von Geländesprüngen und Bausatz zur Durchführung des Verfahrens
EP1448747A4 (fr) * 2001-11-26 2005-05-11 Gsa Bloodstock Pty Ltd Materiau a base de terre et procede de production associe
WO2006104394A1 (fr) * 2005-03-30 2006-10-05 Ludowici Plastics Limited Piquet pour platelage et procede pour l’utiliser
DE202008000025U1 (de) 2008-03-11 2008-08-14 S. Schulze und S. Matthes GbR (vertretungsberechtigter Gesellschafter: Herr Dipl.-Ing. Siegfried Matthes, 10963 Berlin) Begrünbare Außenhaut einer Böschung, bei der Teile der Außenhaut mit einer textilen Gewebe- oder Gewirkeschicht abgedeckt sind
CN102146675A (zh) * 2011-01-12 2011-08-10 河海大学 一种岩质高边坡的组合式生态护坡方法
CN102804993A (zh) * 2012-08-09 2012-12-05 江苏美尚生态景观股份有限公司 一种植生基质喷播绿化的方法
FR2979926A1 (fr) * 2011-09-09 2013-03-15 Grp D Etudes Et De Rech S Pour L Economie Regionale Groupe Gerer Procede et piquet d'ancrage dans le sol
GB2522838A (en) * 2013-12-12 2015-08-12 Mhb Consultants Ltd Ground stabilisation
CN110952575A (zh) * 2019-12-20 2020-04-03 大连交通大学 一种用于生态护坡的联合支护体系及其施工方法
CN112031004A (zh) * 2020-09-15 2020-12-04 赣州久创科技有限公司 一种膨胀土斜坡生态保护方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2370827A1 (fr) * 1976-11-12 1978-06-09 Eco Seeds Procede pour la stabilisation des terrains et elements pour sa mise en oeuvre
US4645381A (en) * 1980-03-19 1987-02-24 Etienne Leflaive Building material, its application for embankment, surfacing, or as foundation mass over a loose ground, and method and installation for the production of said material
WO1988002419A1 (fr) * 1986-10-03 1988-04-07 Freed W Wayne Sol en terre renforce et procede s'y rapportant

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2370827A1 (fr) * 1976-11-12 1978-06-09 Eco Seeds Procede pour la stabilisation des terrains et elements pour sa mise en oeuvre
US4645381A (en) * 1980-03-19 1987-02-24 Etienne Leflaive Building material, its application for embankment, surfacing, or as foundation mass over a loose ground, and method and installation for the production of said material
WO1988002419A1 (fr) * 1986-10-03 1988-04-07 Freed W Wayne Sol en terre renforce et procede s'y rapportant

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN, Band 9, Nr. 286 (M-429)[2009], 13. November 1985; & JP-A-60 126 428 (HIROO TAKANASHI) 05-07-1985 *

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4201758A1 (de) * 1992-01-23 1993-08-05 Heinz Weckler Material fuer den unterbau von strassen u. dgl.
DE4323633A1 (de) * 1993-07-15 1995-01-19 W U R M Ges Zur Weiterverarbei Mischung zur Abdeckung und/oder Rekultivierung von Abfalldeponien, Bodensenkungen oder ähnlichem
DE19631274A1 (de) * 1996-08-02 1998-02-05 Ross Kurt G Verfahren zur Sicherung von Geländesprüngen und Bausatz zur Durchführung des Verfahrens
EP1448747A4 (fr) * 2001-11-26 2005-05-11 Gsa Bloodstock Pty Ltd Materiau a base de terre et procede de production associe
WO2006104394A1 (fr) * 2005-03-30 2006-10-05 Ludowici Plastics Limited Piquet pour platelage et procede pour l’utiliser
DE202008000025U1 (de) 2008-03-11 2008-08-14 S. Schulze und S. Matthes GbR (vertretungsberechtigter Gesellschafter: Herr Dipl.-Ing. Siegfried Matthes, 10963 Berlin) Begrünbare Außenhaut einer Böschung, bei der Teile der Außenhaut mit einer textilen Gewebe- oder Gewirkeschicht abgedeckt sind
CN102146675A (zh) * 2011-01-12 2011-08-10 河海大学 一种岩质高边坡的组合式生态护坡方法
FR2979926A1 (fr) * 2011-09-09 2013-03-15 Grp D Etudes Et De Rech S Pour L Economie Regionale Groupe Gerer Procede et piquet d'ancrage dans le sol
CN102804993A (zh) * 2012-08-09 2012-12-05 江苏美尚生态景观股份有限公司 一种植生基质喷播绿化的方法
GB2522838A (en) * 2013-12-12 2015-08-12 Mhb Consultants Ltd Ground stabilisation
CN110952575A (zh) * 2019-12-20 2020-04-03 大连交通大学 一种用于生态护坡的联合支护体系及其施工方法
CN110952575B (zh) * 2019-12-20 2024-06-11 大连交通大学 一种用于生态护坡的联合支护体系及其施工方法
CN112031004A (zh) * 2020-09-15 2020-12-04 赣州久创科技有限公司 一种膨胀土斜坡生态保护方法
CN112031004B (zh) * 2020-09-15 2021-08-31 赣州久创科技有限公司 一种膨胀土斜坡生态保护方法

Also Published As

Publication number Publication date
CH681028A5 (fr) 1992-12-31
ES2051578T3 (es) 1994-06-16
DE59101480D1 (de) 1994-06-01
EP0451088B1 (fr) 1994-04-27
ATE105036T1 (de) 1994-05-15

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