EP0691437B1 - Verfahren zur Befestigung von Hängen - Google Patents

Verfahren zur Befestigung von Hängen Download PDF

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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
Application number
EP95250163A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0691437A1 (de
Inventor
Jürgen Prof. Dipl.-Ing. Hoffmann
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.)
LBE LEBEND BEWEHRTE ERDE GMBH
Original Assignee
Jürgen Prof. Dipl.-Ing. Hoffmann
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 Jürgen Prof. Dipl.-Ing. Hoffmann filed Critical Jürgen Prof. Dipl.-Ing. Hoffmann
Publication of EP0691437A1 publication Critical patent/EP0691437A1/de
Application granted granted Critical
Publication of EP0691437B1 publication Critical patent/EP0691437B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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.
EP95250163A 1994-07-09 1995-07-05 Verfahren zur Befestigung von Hängen Expired - Lifetime EP0691437B1 (de)

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 (de) 1996-01-10
EP0691437B1 true EP0691437B1 (de) 1999-11-03

Family

ID=6522722

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95250163A Expired - Lifetime EP0691437B1 (de) 1994-07-09 1995-07-05 Verfahren zur Befestigung von Hängen

Country Status (7)

Country Link
US (1) US5702207A (es)
EP (1) EP0691437B1 (es)
AT (1) ATE186352T1 (es)
DE (2) DE4424212A1 (es)
DK (1) DK0691437T3 (es)
ES (1) ES2138142T3 (es)
GR (1) GR3032414T3 (es)

Cited By (2)

* Cited by examiner, † Cited by third party
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 (de) 2007-12-18 2009-06-24 Schulze und Matthes G.b.R. Verfahren zur Erhöhung der Lagesicherheit von natürlich anstehenden oder geschütteten Bodenmassen durch Einführung von Verfestigungselementen, vorzugsweise vegetativen Verfestigungselementen, und Anordnung zur Durchführung des Verfahrens

Families Citing this family (5)

* Cited by examiner, † Cited by third party
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
CN111335341A (zh) * 2020-04-02 2020-06-26 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)

* Cited by examiner, † Cited by third party
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 (en) * 1982-10-27 1984-05-10 Henning Jensen Plantwall usable as sound barrier
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.

Cited By (5)

* Cited by examiner, † Cited by third party
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 (de) 2007-12-18 2009-06-24 Schulze und Matthes G.b.R. Verfahren zur Erhöhung der Lagesicherheit von natürlich anstehenden oder geschütteten Bodenmassen durch Einführung von Verfestigungselementen, vorzugsweise vegetativen Verfestigungselementen, und Anordnung zur Durchführung des Verfahrens
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
DE59507162D1 (de) 1999-12-09
DE4424212A1 (de) 1996-01-18
ES2138142T3 (es) 2000-01-01
GR3032414T3 (en) 2000-05-31
US5702207A (en) 1997-12-30
ATE186352T1 (de) 1999-11-15
DK0691437T3 (da) 2000-03-27
EP0691437A1 (de) 1996-01-10

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