EP0691437B1 - Procédé pour sécuriser les surplombs - Google Patents
Procédé pour sécuriser les surplombs Download PDFInfo
- Publication number
- EP0691437B1 EP0691437B1 EP95250163A EP95250163A EP0691437B1 EP 0691437 B1 EP0691437 B1 EP 0691437B1 EP 95250163 A EP95250163 A EP 95250163A EP 95250163 A EP95250163 A EP 95250163A EP 0691437 B1 EP0691437 B1 EP 0691437B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plants
- slope
- soil
- branches
- slopes
- 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 - Lifetime
Links
- 238000000034 method Methods 0.000 title claims abstract description 12
- 230000003019 stabilising effect Effects 0.000 title 1
- 239000002689 soil Substances 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims abstract description 5
- 238000004364 calculation method Methods 0.000 claims description 2
- 230000010354 integration Effects 0.000 claims 1
- 230000001419 dependent effect Effects 0.000 abstract 1
- 241000196324 Embryophyta Species 0.000 description 21
- 230000015572 biosynthetic process Effects 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 239000011378 shotcrete Substances 0.000 description 5
- 239000011435 rock Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 241000587161 Gomphocarpus Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
- E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
- E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
- E01F8/026—Live wall, e.g. interlaced twines
-
- 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
-
- 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
-
- 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
Definitions
- the invention relates to a method for fastening of slopes with living, adventitious root-forming plants and / or parts of plants, the arrangement and dimensioning of the plants and / or parts of plants taking place with the proviso that the soil reacts as a monolith at least after root formation by the incorporation of the plants.
- Unpaved slopes tend to and shear forces to slip, especially when additional external forces from the top of the terrain affect the slope. These forces occur e.g. through the Weight force of those erected on the top of the site Buildings or trains traveling over the top of the site on. The forces that cause the slope to slide are of steepness and nature depending on the slope.
- Nail walls consist of three elements, namely the upcoming floor or Rock, the inserted steel or plastic rods and a thin protective skin on the front of the wall. To do this, the floor is moved from top to bottom in individual floors excavated below and the exposed wall surface quickly secured with shotcrete.
- the nails with a rod diameter of about 20-30mm after hardening shotcrete usually almost perpendicular to the wall surface brought into the ground. This can be done by Ramming, drilling, rinsing or vibration. For Ensuring an adequate network between The nail and soil become the one created by the drilling Annulus filled with cement mortar and grouted.
- the length of the nails corresponds about 0.5-0.7 times the wall height, depending on Soil or rock properties, geometric relationships and external loads. Soil or rock nailings have been around since 1970, especially in Austria Alpine area often used. That just before methods based on empirical design approaches has become one over the past few years Process to be calculated with means of statics improved (Grundbau-Taschenbuch part 3 3rd edition; publisher Ernst & Sohn, Berlin 1987).
- a disadvantage of this Process is the use of unnatural building materials, which has a significant impact on the natural balance represents. For example, the thin shotcrete skin like sealing the floor.
- the shrubbery is inserted so that branches of at least 1m in length only a fifth to a quarter of theirs protrude the entire length.
- the branches are crossed and not laid in parallel, so as long as possible Pieces of earth are covered. Doing so will achieve root horizons of different depths and one if possible uniform growth not only different Plant species, but also different ages and branch strengths mixed.
- Building bush layers is much easier in fill in front of you. The outside of the fillings is each trained with a slight slope against the slope. On this outermost strip of the bed the shrubbery is laid out and poured. At Fills can lay branches several meters long become, whereby a without extremely deep strength achieved becomes.
- the object of the invention is therefore a method for To create slope attachment, where the slope stability is permanent immediately, as well as consequential damage be avoided.
- the invention is based on one in the Drawing shown embodiment closer explained.
- the only figure shows a schematic diagram a support body in the form of a through branches and branches reinforced slope.
- the number of branches and branches 2 to be used is 11 per running meters of installation bores, ie 220 branches and branches 2 per running meter of slope in order to achieve an inclination of the decisive fracture surface of 42 °, that is to say smaller than the inclination angle of 45 ° of the slope.
- the 3 ° difference is necessary to comply with the safety margins specified by the DIN regulations.
- the distance of parallel individual branches and branches 2 to one another in a built-in berm should be at least 0.02m, so that there are no mutual negative influences. This also limits the number of branches and branches per running meter of installation height.
- the procedure is preferably carried out for the first time
- the resulting slopes are used as a result the introduction of the plants and / or parts of plants can be handled particularly easily. But it is also suitable for existing slopes.
- slopes can slope up to an incline of 70 ° so that it is next to the attachment of slopes and embankments also for fastening of soundproof walls is suitable.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Cultivation Of Plants (AREA)
- Insulation, Fastening Of Motor, Generator Windings (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
- Medicines Containing Plant Substances (AREA)
- Coupling Device And Connection With Printed Circuit (AREA)
- Chemical Or Physical Treatment Of Fibers (AREA)
- Polishing Bodies And Polishing Tools (AREA)
Claims (1)
- Méthode pour la fortification de pentes par des plantes et/ou parties de plantes vivantes et prenant racines en manière adventive,le diamètre minimum, la profondeur employée et les dimensions modulaires des plantes et/ou parties de plantes utilisées étant déterminés en dépendance de l'inclinaison et des propretés du matériel de la pente au moyen de méthodes de calcul connues par la mécanique des sols,sous réserve que par l'intégration des plantes, les propretés de fracture du sol selon la mécanique des sols soient changées en une telle manière que celui-ci réagisse comme monolithe, et cela déjà avant la radication.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4424212A DE4424212A1 (de) | 1994-07-09 | 1994-07-09 | Verfahren zur Befestigung von Hängen |
DE4424212 | 1994-07-09 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0691437A1 EP0691437A1 (fr) | 1996-01-10 |
EP0691437B1 true EP0691437B1 (fr) | 1999-11-03 |
Family
ID=6522722
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95250163A Expired - Lifetime EP0691437B1 (fr) | 1994-07-09 | 1995-07-05 | Procédé pour sécuriser les surplombs |
Country Status (7)
Country | Link |
---|---|
US (1) | US5702207A (fr) |
EP (1) | EP0691437B1 (fr) |
AT (1) | ATE186352T1 (fr) |
DE (2) | DE4424212A1 (fr) |
DK (1) | DK0691437T3 (fr) |
ES (1) | ES2138142T3 (fr) |
GR (1) | GR3032414T3 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10220481A1 (de) * | 2002-05-07 | 2003-11-27 | Lbe Lebend Bewehrte Erde Ag | Verfahren zur Befestigung von Hängen |
EP2072687A1 (fr) | 2007-12-18 | 2009-06-24 | Schulze und Matthes G.b.R. | Procédé d'augmentation de la sécurité de position de masses de sol naturellement présentes ou déversées par introduction d'éléments de renforcement, de préférence des éléments de renforcement végétatifs, et agencement destiné à l'exécution du procédé |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6524027B1 (en) | 2000-05-03 | 2003-02-25 | Dst Consulting Engineers Inc. | Stabilization system for soil slopes |
DE10323141B4 (de) * | 2003-05-22 | 2005-12-22 | Ross, Kurt G., Dipl.-Ing. | Verfahren zur statischen Sicherung von Stützmauern und Füllpackung hierfür |
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 |
DE102012111002A1 (de) | 2012-11-15 | 2014-06-18 | Jähne Gmbh Für Produktinnovationen | Verfahren und Vorrichtung zur Erhöhung der Stabilität von Bodenmassen |
CN111335341B (zh) * | 2020-04-02 | 2024-07-05 | 贵州正业工程技术投资有限公司 | 一种跨越岩体裂缝的生态混凝土护坡结构及其施工方法 |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU895359A1 (ru) * | 1980-06-18 | 1982-01-07 | Kavkazskij Vnii Lesovodstva Me | способ Закрепления горных склонов1 |
WO1984001791A1 (fr) * | 1982-10-27 | 1984-05-10 | Henning Jensen | Mur de plantes utilisable comme barriere anti-bruit |
DE3402531C2 (de) * | 1984-01-26 | 1986-03-27 | Wolfgang 2833 Groß Ippener Behrens | Trockenrasenbauwerk |
NL8502467A (nl) * | 1985-09-10 | 1987-04-01 | Riede Adviesbureau | Werkwijze voor het oprichten van een geluidwerende wand gebaseerd op al dan niet wortels bezittende takken alsmede onder toepassing van deze werkwijze verkregen wand. |
-
1994
- 1994-07-09 DE DE4424212A patent/DE4424212A1/de not_active Ceased
-
1995
- 1995-07-05 ES ES95250163T patent/ES2138142T3/es not_active Expired - Lifetime
- 1995-07-05 AT AT95250163T patent/ATE186352T1/de not_active IP Right Cessation
- 1995-07-05 DK DK95250163T patent/DK0691437T3/da active
- 1995-07-05 DE DE59507162T patent/DE59507162D1/de not_active Expired - Fee Related
- 1995-07-05 EP EP95250163A patent/EP0691437B1/fr not_active Expired - Lifetime
- 1995-07-07 US US08/499,733 patent/US5702207A/en not_active Expired - Fee Related
-
2000
- 2000-01-19 GR GR20000400111T patent/GR3032414T3/el not_active IP Right Cessation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10220481A1 (de) * | 2002-05-07 | 2003-11-27 | Lbe Lebend Bewehrte Erde Ag | Verfahren zur Befestigung von Hängen |
EP2072687A1 (fr) | 2007-12-18 | 2009-06-24 | Schulze und Matthes G.b.R. | Procédé d'augmentation de la sécurité de position de masses de sol naturellement présentes ou déversées par introduction d'éléments de renforcement, de préférence des éléments de renforcement végétatifs, et agencement destiné à l'exécution du procédé |
DE102007061621A1 (de) | 2007-12-18 | 2009-07-02 | Schulze und Matthes GbR(Vertretunsberechtigter Gesellschafter: Siegfried Matthes, 10719 Berlin) | Verfahren zur Erhöhung der Lagesicherheit von natürlich anstehenden oder geschütteten Bodenmassen durch Einführung von Verfestigungselementen, vorzugsweise vegetativen Verfestigungselementen, und Anordnung zur Durchführung des Verfahrens. |
DE102007061621A8 (de) * | 2007-12-18 | 2009-11-05 | Schulze Und Matthes Gbr (Vertretungsberechtigter Gesellschafter: Siegfried Matthes, 10719 Berlin) | Verfahren zur Erhöhung der Lagesicherheit von natürlich anstehenden oder geschütteten Bodenmassen durch Einführung von Verfestigungselementen, vorzugsweise vegetativen Verfestigungselementen, und Anordnung zur Durchführung des Verfahrens |
DE102007061621B4 (de) * | 2007-12-18 | 2012-03-29 | Schulze Und Matthes Gbr (Vertretungsberechtigter Gesellschafter: Siegfried Matthes, 10719 Berlin) | Verfahren zur Erhöhung der Lagesicherheit von natürlich anstehenden oder geschütteten Bodenmassen durch Einführung von vegetativen Verfestigungselementen und Anordnung zur Durchführung des Verfahrens |
Also Published As
Publication number | Publication date |
---|---|
EP0691437A1 (fr) | 1996-01-10 |
ES2138142T3 (es) | 2000-01-01 |
DK0691437T3 (da) | 2000-03-27 |
GR3032414T3 (en) | 2000-05-31 |
ATE186352T1 (de) | 1999-11-15 |
DE59507162D1 (de) | 1999-12-09 |
US5702207A (en) | 1997-12-30 |
DE4424212A1 (de) | 1996-01-18 |
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