DE20302913U1 - Embankment surface stabilising structure, comprises geotextile and anchor mat layers secured by ground anchors and covered with soil - Google Patents

Embankment surface stabilising structure, comprises geotextile and anchor mat layers secured by ground anchors and covered with soil

Info

Publication number
DE20302913U1
DE20302913U1 DE20302913U DE20302913U DE20302913U1 DE 20302913 U1 DE20302913 U1 DE 20302913U1 DE 20302913 U DE20302913 U DE 20302913U DE 20302913 U DE20302913 U DE 20302913U DE 20302913 U1 DE20302913 U1 DE 20302913U1
Authority
DE
Germany
Prior art keywords
soil
embankment
pegs
covered
ground anchors
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
DE20302913U
Other languages
German (de)
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.)
STALLMANN THOMAS
Original Assignee
STALLMANN THOMAS
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 STALLMANN THOMAS filed Critical STALLMANN THOMAS
Priority to DE20302913U priority Critical patent/DE20302913U1/en
Publication of DE20302913U1 publication Critical patent/DE20302913U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

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)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

A weatherproof and tear resistant geotextile (3) is laid on top of the embankment (1) and an anchor mat (4) comprising synthetic yarns is placed on top of the geotextile. Ground anchors (2) are used to secure the two fabrics to the embankment and the anchor mat is then covered with soil (5).

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (8)

1. Vorrichtung zur Sicherung von Oberflächen von Böschungskörpern (1) gegen Erosion und/oder Böschungsbruch, dadurch gekennzeichnet, dass auf dem Böschungskörper (1) ein verwitterungsfester und reißfester Geokunststoff (3) angeordnet ist,
dass über dem Geokunststoff (3) eine aus einer Wirrlage von einen Verbund bildenden, verwitterungsfesten Kunststoffdrähten bestehenden Krallmatte (4) angeordnet ist,
dass der Geokunststoff (3) und die Krallmatte (4) mit Erdnägeln (2) punktuell im Böschungskörper (1) befestigt sind und
dass auf der Krallmatte (4) zumindest bereichsweise Erdstoff (5) angeordnet ist.1. Device for securing surfaces of embankment bodies ( 1 ) against erosion and / or embankment breakage, characterized in that a weatherproof and tear-resistant geosynthetic material ( 3 ) is arranged on the embankment body ( 1 ),
that a claw mat ( 4 ) is arranged above the geosynthetic material ( 3 ) and consists of a tangle of weatherproof plastic wires forming a composite,
that the geosynthetic material ( 3 ) and the claw mat ( 4 ) are fixed with pegs ( 2 ) in the embankment body ( 1 ) and
that earth material ( 5 ) is arranged on the claw mat ( 4 ) at least in regions. 2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass die Erdnägel (2) aus stabförmigen Elementen hergestellt sind und ein gerades und ein umgeboge­ nes Ende aufweisen.2. Device according to claim 1, characterized in that the pegs ( 2 ) are made of rod-shaped elements and have a straight and a bent end. 3. Vorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Erdnägel (2) aus Edelstahl oder aus korrosionsgeschütztem Stahl bestehen.3. Device according to claim 1 or 2, characterized in that the pegs ( 2 ) consist of stainless steel or corrosion-resistant steel. 4. Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekenn­ zeichnet, dass der Böschungskörper (1) aus Fels besteht und dass im Böschungs­ körper (1) Bohrungen (7) angeordnet sind, in welche die Erdnägel (2) einsteckbar sind.4. Device according to one of the preceding claims, characterized in that the embankment body ( 1 ) consists of rock and that in the embankment body ( 1 ) bores ( 7 ) are arranged, in which the pegs ( 2 ) can be inserted. 5. Vorrichtung nach Anspruch 4, dadurch gekennzeichnet, dass zur Veranke­ rung der Erdnägel (2) in dem Böschungskörper (1) in den Bohrungen (7) ein Vergussmittel (6) angeordnet ist. 5. The device according to claim 4, characterized in that for anchoring tion of the pegs ( 2 ) in the slope body ( 1 ) in the bores ( 7 ) a potting compound ( 6 ) is arranged. 6. Vorrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Böschungskörper (1) aus bindigem Boden oder aus nichtbindigem Boden oder aus Lockergestein besteht und dass die Erdnägel (2) in den Böschungskörper (1) einschlagbar sind.6. Device according to one of claims 1 to 3, characterized in that the slope body ( 1 ) consists of cohesive soil or non-cohesive soil or loose rock and that the pegs ( 2 ) can be driven into the slope body ( 1 ). 7. Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekenn­ zeichnet, dass, der Erdstoff (5) zumindest anteilig aus fruchtbarem Boden besteht und begrünbar ist.7. Device according to one of the preceding claims, characterized in that the soil ( 5 ) consists at least partially of fertile soil and can be planted. 8. Vorrichtung nach Anspruch 7, dadurch gekennzeichnet, dass, auf dem Erdstoff (5) oder in dem Erdstoff (5) eine Anspritzbegrünung oder eine Saat angeordnet ist.8. The device according to claim 7, characterized in that, on the soil ( 5 ) or in the soil ( 5 ) a spray green or a seed is arranged.
DE20302913U 2003-02-22 2003-02-22 Embankment surface stabilising structure, comprises geotextile and anchor mat layers secured by ground anchors and covered with soil Expired - Lifetime DE20302913U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20302913U DE20302913U1 (en) 2003-02-22 2003-02-22 Embankment surface stabilising structure, comprises geotextile and anchor mat layers secured by ground anchors and covered with soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20302913U DE20302913U1 (en) 2003-02-22 2003-02-22 Embankment surface stabilising structure, comprises geotextile and anchor mat layers secured by ground anchors and covered with soil

Publications (1)

Publication Number Publication Date
DE20302913U1 true DE20302913U1 (en) 2003-06-12

Family

ID=7980278

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20302913U Expired - Lifetime DE20302913U1 (en) 2003-02-22 2003-02-22 Embankment surface stabilising structure, comprises geotextile and anchor mat layers secured by ground anchors and covered with soil

Country Status (1)

Country Link
DE (1) DE20302913U1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2352932A1 (en) * 2009-05-28 2011-02-24 Teconma S.A. Plant coating device for fixing and vegetation of slopes and revegetation procedure of surfaces, including rock or concrete. (Machine-translation by Google Translate, not legally binding)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2352932A1 (en) * 2009-05-28 2011-02-24 Teconma S.A. Plant coating device for fixing and vegetation of slopes and revegetation procedure of surfaces, including rock or concrete. (Machine-translation by Google Translate, not legally binding)

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20030717

R150 Term of protection extended to 6 years

Effective date: 20060120

R151 Term of protection extended to 8 years

Effective date: 20090127

R152 Term of protection extended to 10 years

Effective date: 20110117

R071 Expiry of right
R071 Expiry of right