DK163010B - DEVICE FOR THE BUILDING OF PLANTABLE STEEL SURFACES AND PROCEDURES FOR THE BUILDING - Google Patents
DEVICE FOR THE BUILDING OF PLANTABLE STEEL SURFACES AND PROCEDURES FOR THE BUILDING Download PDFInfo
- Publication number
- DK163010B DK163010B DK099286A DK99286A DK163010B DK 163010 B DK163010 B DK 163010B DK 099286 A DK099286 A DK 099286A DK 99286 A DK99286 A DK 99286A DK 163010 B DK163010 B DK 163010B
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- DK
- Denmark
- Prior art keywords
- wall
- bottom wall
- slope
- cover
- geotextile
- Prior art date
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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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
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- 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)
- Environmental & Geological Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Coating With Molten Metal (AREA)
- Escalators And Moving Walkways (AREA)
- Ladders (AREA)
- Soft Magnetic Materials (AREA)
- Pinball Game Machines (AREA)
- Resistance Heating (AREA)
- Treatment Of Steel In Its Molten State (AREA)
- Heat Treatment Of Steel (AREA)
- Greenhouses (AREA)
Abstract
Description
iin
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Opfindelsen angår en anordning til opbygning af en bevoks-bar stejl skråning og med flere kurvformede støttegitre, der hver har en plan frontvæg og en plan bundvæg eller dækvæg, der skal anbringes vandret, ligesom hvert støtte-5 gitter i frontvæggens område er belagt med et indlæg af et gennemvokseligt geotekstil.BACKGROUND OF THE INVENTION 1. Field of the Invention The invention relates to a device for constructing a vegetable steep slope and having several curved support grilles, each having a flat front wall and a flat bottom wall or cover wall to be placed horizontally, and each supporting grid in the area of the front wall is coated postings of a permeable geotextile.
Opfindelsen angår tillige en fremgangsmåde til opbygning af en stejl skråning med anordningen.The invention also relates to a method for building a steep slope with the device.
Stejle skråninger får stigende betydning på de steder, hvor 10 det gælder om at modvirke det stigende tab af landskabsområder, uden at man af den grund må give afkald på nødvendige byggeprojekter. Eksempelvis bliver motorveje og jernbanespor anlagt i indskæringer og på forhøjninger. Sikringen af skråningerne ved sådanne byggearbejder er ved 15 anvendelse af de kendte massive støtte- eller beklædningsmure ikke blot dyr, men også meget lidt miljøvenlig.Steep slopes are gaining importance in places where 10 is about counteracting the increasing loss of landscape areas, without having to forgo necessary construction projects. For example, highways and railroad tracks are built in incisions and on elevations. The use of the known solid support or cladding walls is not only expensive, but also very environmentally friendly, when securing the slopes of such construction work.
Det har gennem lang tid været kendt at anvende jorden som bærende materiale for at undgå sådanne mure. sådanne foranstaltninger er imidlertid kun optimale, når de synlige 20 flader kan bevokses, og beplantningen kan medinddrages i sikringen.It has long been known to use the soil as a bearing material to avoid such walls. however, such measures are only optimal when the visible 20 surfaces can be grown and the planting can be included in the hedge.
Fra FR-A-2 303 121 kendes en jordarmering, ved hvilken støttegitre som afgørende elementer statisk og permanent optager trækkraften i armerede jordlegemer. En indlagt 25 måtte tjener til erosionsbeskyttelse og forhindrer, at jordmateriale ryger ud eller skylles ud gennem maskerne i de grove støttegitre.From FR-A-2 303 121 a ground reinforcement is known, in which supporting grids, as crucial elements, static and permanent take up the traction of reinforced earth bodies. An inlaid 25 had to serve for erosion protection and prevent soil material from escaping or flushing out through the meshes of the rough support grilles.
Fra US-A-4 117 686, FR-A-1 393 988 og US-A3 686 873 kendes andre jordarmeringer, som alle uden undtagelse er statiske 30 og permanente, og som ikke muliggør beplantning af hele flader.From US-A-4 117 686, FR-A-1 393 988 and US-A-3 686 873 other earth reinforcements are known, all of which, without exception, are static and permanent and which do not allow the planting of whole surfaces.
Endvidere er det fra DE-A-2 053 891 kendt at forøge styrken af en kunstig opbygning af løst stenmateriale ved at blandeFurthermore, from DE-A-2,053,891 it is known to increase the strength of an artificial structure of loose stone material by mixing
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2 dette med flexible tråde. Af blandingen af løse sten og tråde dannes adskilte lag.2 this with flexible threads. Separate layers are formed from the mixture of loose stones and strands.
Fra CH-PS 566 452 er det kendt, at bevoksbare stejle skråninger kan opbygges ved hjælp af geotekstiler. Disse 5 har imidlertid den ulempe, at de har en uregelmæssig og sårbar overflade, og at særlig stejle skråninger ikke er beskyttet mod erosion.From CH-PS 566 452 it is known that plantable steep slopes can be built using geotextiles. However, these 5 have the disadvantage that they have an irregular and vulnerable surface and that particularly steep slopes are not protected from erosion.
Ved opfindelsen søges tilvejebragt en anordning af den i krav l's indledning nævnte airt, som ikke har de ovenfor 10 nævnte ulemper. Anordningen skal således muliggøre bevoksning også under anvendelse af hydroudsåningsmetoden, den skal kunne vedligeholdes maskinelt, og skal være simpel at opbygge og have en lille vægt og et lille transportvolumen.The invention seeks to provide a device for the air mentioned in the preamble of claim 1 which does not have the disadvantages mentioned above. Thus, the device must enable vegetation also using the hydration seeding method, it must be machine-serviceable and must be simple to build and have a small weight and a small volume of transport.
15 Anordningen ifølge opfindelsen er ejendommeligt ved, at frontvæggene hver især er anbragt skråt i forhold til bundvæggen svarende til skråningens hældning, at der findes flere fladeformede armeringselementer af et geotekstil, der skal udlægges plant og vandret og anbringes i jordmateria-20 let, og som strækker sig længere ind i jordområdet end bundvæggen, og som ved klemning er forbundet med en dækeller bundvæg, at armeringselementerne i området for bundvæggen eller dækvæggen dækker indlæggene, at indlæggene er således dimensioneret, at de i bund- og dækvæggens 25 område kan indføres i jordmaterialet, og at der i området ved frontvæggene findes en beplantning.The device according to the invention is characterized in that the front walls are each disposed obliquely to the bottom wall corresponding to the slope of the slope, that there are several flat-shaped reinforcing elements of a geotextile to be laid flat and horizontal and placed in the soil material, and which extends further into the soil area than the bottom wall and, when clamped to a cover or bottom wall, the reinforcing elements in the area of the bottom wall or cover wall cover the inserts so that the inserts are dimensioned so that they can be introduced into the soil material in the area of the bottom and cover wall 25 , and that in the area at the front walls there is a planting.
Ved hjælp af denne anordning kan der også uden anvendelse af byggemaskiner opbygges særlig stejle og endog lodrette skråninger. Støttegitrene kan anbringes således, at der 30 fremkommer en plan eller en trappeformet skråning, der kan beplantes og endvidere vedligeholdes maskinelt. Støttegitrene kan i årenes løb nedbrydes (korrosion), hvorefter den bevoksede og i mellemtiden af rodnettet befæstigedeBy means of this device, even without the use of construction machines, particularly steep and even vertical slopes can be built. The support grids can be arranged so that a plan or a stair-shaped slope is provided which can be planted and further maintained by machine. The support grids can be broken down (corrosion) over the years, after which the overgrown and in the meanwhile by the root network fastened
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3 jordbund overtager sikringen og afstivningen af skråningen.3 soils take over the fuse and stiffening of the slope.
Ved opbygning af særlig stejle og erosionsbestandige skråninger og dæmninger anbringes der til sikring af støttefunktionen og stabiliteten et indlæg af et for det 5 meste vandret armeringselement af et geotekstil eller et lignende materiale mellem bund- og topvæggen for oven over hinanden liggende elementer.By constructing particularly steep and erosion-resistant slopes and dams, to insure the support function and stability, an insertion of a mostly horizontal reinforcement element of a geotextile or similar material is placed between the bottom and top walls of superimposed elements.
Til at sikre støttefunktionen og stabiliteten er der tilvejebragt flere horisontalt beliggende armeringselemen-10 ter af geotekstil, der er indført i jordmaterialet.To ensure the support function and stability, several horizontally positioned geotextile reinforcing elements are provided in the soil material.
Opfindelsen angår også en stejl skråning ifølge krav 2.The invention also relates to a steep slope according to claim 2.
Denne er ejendommelig ved, at forvæggene på flere ved siden af hinanden beliggende elementer ligger i ét plan, og at de tilhørende bund- og topvægge er anbragt i hovedsagen 15 vandret. Disse stejle skråninger udmærker sig ved, at de er simple at opbygge og lette at vedligeholde maskinelt.This is peculiar in that the walls of several adjacent elements lie in one plane and that the associated bottom and top walls are arranged substantially horizontally. These steep slopes are distinguished by their simple construction and ease of machine maintenance.
En velegnet fremgangsmåde til fremstilling af en stejl skråning er angivet i krav 3.A suitable method for producing a steep slope is given in claim 3.
Udførelsesformer for anordningen ifølge opfindelsen vil 20 blive nærmere beskrevet i det følgende under henvisning til tegningen, på hvilken fig. 1 viser en første variant for anordningen ifølge opfindelsen set i perspektiv, fig. 2 en anden variant for anordningen ifølge opfindelsen 25 set i perspektiv, fig. 3a og 3b tværsnit i flere oven på hinanden stablede elementer af henholdsvis den første og den anden variant, fig. 4 et tværsnit i en stejl skråning af elementer ifølge den første variant, 30 fig. 5 et tværsnit i en damming af elementer ifølge den første variant, fig. 6 et tværsnit i en trappeformet stejl skråning med buskads indlæg,Embodiments of the device according to the invention will be further described in the following with reference to the drawing, in which 1 is a perspective view of a first variant of the device according to the invention; FIG. 2 is a perspective view of another variant of the device according to the invention; FIG. 3a and 3b are cross sections in several stacked elements of the first and second variants respectively; 4 is a cross-section of a steep slope of elements according to the first variant; FIG. 5 is a cross-sectional view of a damming of elements according to the first variant; FIG. 6 is a cross-sectional view of a steeply steep slope with bush inserts;
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4 fig. 7 et tværsnit i en stejl skråning ved vand, fig. 8 et tværsnit i en skråning med forankringselementer til sikring af den totale stabilitet, og fig. 9 et tværsnit i en lodret skråning med en overfladebe-5 klædning.4 FIG. 7 is a cross-section of a steep slope by water; FIG. 8 is a cross-section of a slope with anchoring elements to ensure total stability; and FIG. 9 is a sectional view of a vertical slope with a surface covering.
Elementet 1 har som vist i fig. 1 et støttegitter 3, der består af en plan forvæg 3b samt en bundvæg 3 a og en topvæg 3c. Forvæggen 3b danner med bundvæggen 3a en vinkel, der som regel er større end 40° og i grænsetilfælde kan være 10 90°. Bundvæggen 3a og topvæggen 3c forløber nogenlunde parallelt med hinanden, idet topvæggen 3c fortrinsvis er kortere end bundvæggen 3a. Støttegitteret 3 består af et bøjningsstift gitter 3, fortrinsvis af stål, med en maskevidde på ca. 10 til 20 cm. Gitteret 3 kan yderligere 15 være forstærket med en indhængt holdebøjle 4.The element 1, as shown in FIG. 1 shows a support grid 3 consisting of a flat front wall 3b and a bottom wall 3a and a top wall 3c. The front wall 3b forms with the bottom wall 3a an angle which is usually greater than 40 ° and in the boundary case may be 90 °. The bottom wall 3a and the top wall 3c extend more or less parallel to each other, the top wall 3c being preferably shorter than the bottom wall 3a. The support grid 3 consists of a bending pin grid 3, preferably of steel, with a mesh width of approx. 10 to 20 cm. The lattice 3 can be further reinforced with an hanging bracket 4.
Gitteret 3 er belagt med et indlæg 5 af et gennemvoksbart geotekstil. Sådanne geotekstiler er almindeligt kendt og består af kunststof eller et naturligt materiale. Indlægget 5 er ved hjælp af et her ikke vist befæstigelsesmiddel, fx 20 clips, fastgjort til støttegitteret 3.The grid 3 is coated with an insert 5 of a permeable geotextile. Such geotextiles are commonly known and are made of plastic or a natural material. The insert 5 is secured to the support grid 3 by means of a fastener not shown here, eg 20 clips.
Mellem bundvæggen 3a og topvæggen 3c for et yderligere element er der indlagt et fladt armeringselement 6, fx af et i og for sig kendt geotekstil, der ligger i topvæggen 3c's plan, og som svarende til sin funktion kan bestå af et 25 andet geotekstil end det, der danner indlægget 5. Der kan absolut også tænkes anvendelser, ved hvilke man helt kan undgå anvendelsen af et armeringselement 6.Between the bottom wall 3a and the top wall 3c for a further element there is inserted a flat reinforcing element 6, for example of a known geotextile lying in the plane of the top wall 3c and which, according to its function, may consist of a geotextile other than the which forms the insert 5. There can also definitely be applications in which the use of a reinforcing element 6 can be avoided altogether.
I fig. 2 er der vist et element 2, ved hvilket bund- og topvæggene, henholdsvis 3a og 3c, forløber vinkelret på 30 forvæggen 3b. Det ses her tydeligt, at topvæggen 3c navnligt til lettelse af opfyldningen er væsentligt kortere end bundvæggen 3a.In FIG. 2, an element 2 is shown in which the bottom and top walls, 3a and 3c, respectively, extend perpendicularly to the front wall 3b. It is clearly seen here that the top wall 3c, in particular for ease of filling, is substantially shorter than the bottom wall 3a.
Arbejdsforløbet ved opbygning af en stejl skråning vil nærmere blive omtalt i forbindelse med fig. 3a og 3b.The work process of building a steep slope will be discussed in more detail in connection with fig. 3a and 3b.
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5 I den forberedende fase dannes en plan flade, og på denne udlægges et geotekstil, der overtager en armeringsfunktion.5 In the preparatory phase, a flat surface is formed, on which is laid a geotextile which takes over a reinforcing function.
Nu anbringes elementer henholdsvis 1' og 2' med indlagte geotekstiler på jorden, og elementerne fyldes med jord-5 materiale, der komprimeres. Dette gentages med yderligere elementer henholdsvis 1" og 2", indtil man med de øverste afsluttende elementer henholdsvis 1,,# og 2"' har nået den ønskede højde for skråningen. Der kan nu frembringes en bevoksning på skråningen ved hjælp af en kendt hydro-10 såningsfremgangsmåde. Ved opbygningen af skråningen kan man samtidigt udforme steder for buskbevoksninger. Elementerne henholdsvis 1 og 2 kan naturligvis også anvendes til opbygning af midlertidige byggekonstruktioner, fx veje til byggetrafik og beskyttelsesdæmninger, uden at disse senere 15 forsynes med bevoksning.Now elements 1 'and 2', respectively, with inlaid geotextiles are placed on the ground and the elements are filled with soil material which is compressed. This is repeated with additional elements 1 "and 2", respectively, until the desired height of the slope has been reached with the upper terminating elements 1, # and 2 ", respectively. An overgrowth can now be produced by means of a known hydro The elements of 1 and 2 can, of course, also be used for the construction of temporary building structures, for example roads for construction traffic and protective dams, without these being later provided with vegetation.
I fig. 4-9 er der vist eksempler på stejle skråninger, der kan opbygges ved hjælp af elementer ifølge opfindelsen, henholdsvis 1 og 2.In FIG. 4-9 are examples of steep slopes which can be constructed by means of elements according to the invention, 1 and 2 respectively.
Et simpelt eksempel på en bevokset stejl skråning 7 er vist 20 i fig. 4. Her er elementerne 1 opstablet således, at alle forvæggene 3b ligger i et plan, der danner en plan og nedrutschningssikker stejl skråning, der let kan vedligeholdes maskinelt.A simple example of an overgrown steep slope 7 is shown in FIG. 4. Here, the elements 1 are stacked such that all the front walls 3b lie in a plane which forms a flat and slippery safe steep slope which can be easily serviced mechanically.
I fig. 5 er der vist en dæmning med en bevokset stejl 25 skråning. Dæmningens stabilitet er som vist sikret med den gennemgående armering.In FIG. 5 shows a dam with an overgrown steep slope 25. As shown, the stability of the dam is ensured by the continuous reinforcement.
Der kan også som vist i fig. 6 opbygges trappeformede skråninger med buskadsindlæg 8, idet elementerne kan anbringes vandret forskudt. Armeringselementeme 6 sikrer 30 skråningens stabilitet også i de vandrette områder.Also, as shown in FIG. 6, stair-shaped slopes are built up with bush insert 8, the elements being arranged horizontally offset. The reinforcing elements 6 ensure the slope stability also in the horizontal areas.
Et eksempel på en stejl skråning ved vand og med en nederste ansamling af sten eller blokke op til den normaleAn example of a steep slope by water and with a lower set of stones or blocks up to normal
Claims (3)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CH990/85A CH666510A5 (en) | 1985-03-05 | 1985-03-05 | ARRANGEMENT FOR CREATING A GROUNDABLE STEEP SLOPE. |
| CH99085 | 1985-03-05 |
Publications (4)
| Publication Number | Publication Date |
|---|---|
| DK99286D0 DK99286D0 (en) | 1986-03-04 |
| DK99286A DK99286A (en) | 1986-09-06 |
| DK163010B true DK163010B (en) | 1992-01-06 |
| DK163010C DK163010C (en) | 1992-06-01 |
Family
ID=4199897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK099286A DK163010C (en) | 1985-03-05 | 1986-03-04 | DEVICE FOR THE BUILDING OF PLANTABLE STEEL SURFACES AND PROCEDURES FOR THE BUILDING |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0197000B1 (en) |
| AT (1) | ATE49787T1 (en) |
| CH (1) | CH666510A5 (en) |
| DE (1) | DE3668480D1 (en) |
| DK (1) | DK163010C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1993022506A1 (en) * | 1992-01-21 | 1993-11-11 | Wetting Jan R | Arrangement in a supporting wall, especially used as a sound wall |
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| CH672933A5 (en) * | 1987-05-22 | 1990-01-15 | Rueegger Ag | |
| GB8727420D0 (en) * | 1987-11-23 | 1987-12-23 | Vidal H | Earth structures |
| US4992003A (en) * | 1989-01-16 | 1991-02-12 | Yehuda Welded Mesh Ltd. | Unit comprising mesh combined with geotextile |
| DE3932493A1 (en) * | 1989-09-28 | 1991-04-11 | Volker Dipl Ing Hansen | Construction steep embankment covered with plants - uses base elements with surface strip between bottom and ground surfaces |
| ES2023738A6 (en) * | 1990-02-02 | 1992-02-01 | Landolt Fritz Ag | Support structure for steep slope |
| IT1242074B (en) * | 1990-10-12 | 1994-02-08 | Comes Spa | REINFORCED VEGETATIVE WALL IN THE EARTH AND PROCEDURE FOR ITS REALIZATION |
| DE4104045C2 (en) * | 1991-02-09 | 1994-02-03 | Tb Berliner Tief Und Verkehrsb | Process for the production of a versatile supporting wall construction for the stabilization of terrain jumps |
| CH680078A5 (en) * | 1991-03-20 | 1992-06-15 | Bossard & Staerkle Ag | |
| GB2267107A (en) * | 1992-03-02 | 1993-11-24 | Sage Engineering A G | Flexible mudmats for offshore structures |
| FR2703377B1 (en) * | 1993-03-30 | 1995-07-13 | Gieulles Denis | DEVICE FOR STABILIZING SHELL ELEMENTS OF A WORKING BODY. |
| GB9313095D0 (en) | 1993-06-24 | 1993-08-11 | Vidal Henri Brevets | Earth structures |
| DE4329370A1 (en) * | 1993-09-01 | 1995-03-02 | Jaecklin Felix Paul | Element for buildings, in particular for greenable support or soundproof buildings, with component set and manufacturing process |
| JP2545197B2 (en) * | 1993-10-20 | 1996-10-16 | 強化土エンジニヤリング株式会社 | Reinforced soil structure |
| US5658096A (en) * | 1994-02-17 | 1997-08-19 | Sytec Bausystm Ag | Embankment element for stabilizing or supporting a slope |
| 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. |
| NO951465L (en) * | 1995-04-19 | 1996-10-21 | Fjerby As | Reinforcing device for sloping ground and method of building the reinforced sloping ground |
| DE19541259A1 (en) * | 1995-11-06 | 1997-05-07 | Melior Gmbh | Arrangement for establishment of dump with steep side, e.g. for dumping of household rubbish |
| GB9602138D0 (en) * | 1996-02-02 | 1996-04-03 | Knight Austin | A flexible structure for reinforcing earthworks |
| GB9607782D0 (en) | 1996-04-15 | 1996-06-19 | Vidal Henri Brevets | Earth structures |
| DE19643084A1 (en) * | 1996-10-18 | 1998-04-23 | Jaecklin Felix Paul | Cell structure with earth or rock filling and process for its production |
| DE29823733U1 (en) * | 1997-01-30 | 2000-01-20 | Krismer, Josef, Innsbruck | Grid construction for backfilling with bulk material |
| IT1290702B1 (en) * | 1997-02-25 | 1998-12-10 | Maccaferri Spa Off | ELEMENT FOR THE CONSTRUCTION OF STRUCTURES FOR COVERING, CONTAINMENT AND REINFORCEMENT OF LAND, IN PARTICULAR FOR |
| CH692390A5 (en) * | 1997-05-12 | 2002-05-31 | Rueegger Systeme Ag Ingenieurl | A device for securing instable banquets in railway construction and in the streets and roads, and processes for their preparation. |
| GB2334739A (en) * | 1998-02-25 | 1999-09-01 | Netlon Ltd | A geoengineering construction |
| DE19922670A1 (en) | 1999-05-18 | 2000-11-23 | Huesker Synthetic Gmbh & Co | Process for the production of a greenable outer skin of an earth embankment |
| ES2179710B1 (en) * | 1999-06-30 | 2004-04-01 | Teconma, S.A. | GREEN WALL AND PROCEDURE FOR USING THE SAME. |
| DE29911626U1 (en) | 1999-07-03 | 1999-12-16 | Herold, Andreas, Dipl.-Ing., 99425 Weimar | Bank protection with plastic reinforced earth |
| GB2364729B (en) * | 2000-07-13 | 2004-04-07 | Tinsley Wire Ltd | Embankment support means |
| US6595726B1 (en) | 2002-01-14 | 2003-07-22 | Atlantech International, Inc. | Retaining wall system and method of making retaining wall |
| ITBO20020596A1 (en) | 2002-09-19 | 2004-03-20 | Maccaferri Spa Off | PERFECTED ELEMENT FOR THE CONSTRUCTION OF COATING, CONTAINMENT AND REINFORCEMENT STRUCTURES. |
| FR2943080B1 (en) | 2009-03-13 | 2016-09-30 | Inoxys S A | ELEMENTS OF THE GABIONS TYPE FOR PRODUCING CONSTRUCTIONS SUCH AS WALLS, MERLONS OR THE LIKE |
| CZ306300B6 (en) * | 2014-01-16 | 2016-11-23 | Algon, A.S. | Stabilized soil structure |
| RU171621U1 (en) * | 2017-02-09 | 2017-06-07 | ООО "ПСК Геодор" | ELEMENT FOR GRAIN COVERING, RETAINING AND STRENGTHENING STRUCTURES |
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| FR1393988A (en) * | 1963-03-27 | 1965-04-02 | Further training in construction works | |
| FR2055983A5 (en) * | 1969-08-14 | 1971-05-14 | Vidal Henri | |
| DE2053891A1 (en) * | 1970-11-03 | 1972-05-10 | Meißner, Horst, Dipl.-Ing., 6091 Weilbach | Process for increasing the strength properties of unconsolidated rock as a building material and artificial structure made of unconsolidated rock |
| FR2303121A1 (en) * | 1975-03-03 | 1976-10-01 | Vidal Henri | Reinforced embankment with retaining screen - has reinforcement mesh sections folded into U-shapes so webs form screen (BR210976) |
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1985
- 1985-03-05 CH CH990/85A patent/CH666510A5/en not_active IP Right Cessation
-
1986
- 1986-03-03 AT AT86810105T patent/ATE49787T1/en not_active IP Right Cessation
- 1986-03-03 DE DE8686810105T patent/DE3668480D1/en not_active Expired - Lifetime
- 1986-03-03 EP EP86810105A patent/EP0197000B1/en not_active Expired - Lifetime
- 1986-03-04 DK DK099286A patent/DK163010C/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1993022506A1 (en) * | 1992-01-21 | 1993-11-11 | Wetting Jan R | Arrangement in a supporting wall, especially used as a sound wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CH666510A5 (en) | 1988-07-29 |
| DE3668480D1 (en) | 1990-03-01 |
| DK163010C (en) | 1992-06-01 |
| DK99286A (en) | 1986-09-06 |
| DK99286D0 (en) | 1986-03-04 |
| EP0197000B1 (en) | 1990-01-24 |
| ATE49787T1 (en) | 1990-02-15 |
| EP0197000A1 (en) | 1986-10-08 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AHB | Application shelved due to non-payment | ||
| PBP | Patent lapsed |
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