DE69717619D1 - MANUFACTURING METHOD FOR A STEEP SLOPE - Google Patents

MANUFACTURING METHOD FOR A STEEP SLOPE

Info

Publication number
DE69717619D1
DE69717619D1 DE69717619T DE69717619T DE69717619D1 DE 69717619 D1 DE69717619 D1 DE 69717619D1 DE 69717619 T DE69717619 T DE 69717619T DE 69717619 T DE69717619 T DE 69717619T DE 69717619 D1 DE69717619 D1 DE 69717619D1
Authority
DE
Germany
Prior art keywords
anchor element
front grid
embankment
grid
completed
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
DE69717619T
Other languages
German (de)
Other versions
DE69717619T2 (en
Inventor
Fin G Laursen
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.)
BYGGROS AS REGSTRUP
Original Assignee
BYGGROS AS REGSTRUP
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 BYGGROS AS REGSTRUP filed Critical BYGGROS AS REGSTRUP
Publication of DE69717619D1 publication Critical patent/DE69717619D1/en
Application granted granted Critical
Publication of DE69717619T2 publication Critical patent/DE69717619T2/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
    • 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
    • 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
    • E02D17/18—Making embankments, e.g. dikes, dams
    • 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

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)
  • Environmental & Geological Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
  • Building Environments (AREA)
  • Paper (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Tents Or Canopies (AREA)
  • Hydrogenated Pyridines (AREA)
  • Piles And Underground Anchors (AREA)
  • Indole Compounds (AREA)
  • Photoreceptors In Electrophotography (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Silver Salt Photography Or Processing Solution Therefor (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)

Abstract

In the construction of a steep embankment a planar front grid (2) is used, said grid being positioned with a given inclination corresponding to the completed embankment, immediately adjacent the front of the completed embankment. At a point in the earth formation behind the completed embankment an anchor element (5) is placed, and between the front grid (2) and the anchor element (5) one or more fixed anchors (4a, 4b) are established to secure the front grid (2) in relation to the anchor element (5). Furthermore, one or more layers of geo-net (7) are preferably placed or inserted below or above the anchor element (5) and behind the front grid (2). Finally, the area behind the front grid (2) is filled up, whereby the anchor element (5) is covered to provide the earth formation in the completed embankment. In this method is used a universally applicable system comprising a planar front grid, an anchor element and a number of anchor braces or struts, said system being immediately adaptable to a given application. <IMAGE>
DE69717619T 1996-05-10 1997-05-07 MANUFACTURING METHOD FOR A STEEP SLOPE Expired - Lifetime DE69717619T2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK056396A DK56396A (en) 1996-05-10 1996-05-10 Method for building a steep slope, system for use in the construction of the steep slope and such a slope
PCT/DK1997/000209 WO1997043489A1 (en) 1996-05-10 1997-05-07 Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment

Publications (2)

Publication Number Publication Date
DE69717619D1 true DE69717619D1 (en) 2003-01-16
DE69717619T2 DE69717619T2 (en) 2003-09-18

Family

ID=8094960

Family Applications (1)

Application Number Title Priority Date Filing Date
DE69717619T Expired - Lifetime DE69717619T2 (en) 1996-05-10 1997-05-07 MANUFACTURING METHOD FOR A STEEP SLOPE

Country Status (8)

Country Link
EP (2) EP1256660A1 (en)
AT (1) ATE229110T1 (en)
AU (1) AU2763697A (en)
DE (1) DE69717619T2 (en)
DK (2) DK56396A (en)
NO (1) NO320078B1 (en)
PL (1) PL183988B1 (en)
WO (1) WO1997043489A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH692706A5 (en) * 1998-01-26 2002-09-30 Sytec Bausysteme Ag Formwork grid in support of embankments.
CH692921A5 (en) * 1998-02-25 2002-12-13 Fatzer Ag Wire mesh preferably as rockfall protection or for securing a Erdoberflächenschicht.
DE59903496D1 (en) * 1998-10-13 2003-01-02 Ruegger Systeme Ag St Gallen EARTH CONSTRUCTION CONSTRUCTED ON THE GROUND WITH A STEEP FRONT AND METHOD FOR CREATING THIS EARTH CONSTRUCTION
DE59902793D1 (en) * 1998-11-20 2002-10-24 Sytec Bausysteme Ag Niederwang SUPPORT WALL ARRANGEMENT
ES2155773B1 (en) * 1999-02-24 2001-12-01 Antonio Casado Y Cia S A "DEVICE FOR THE CONSTRUCTION OF BANKS IN LANDS WITH PENDING".
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
DE29911626U1 (en) 1999-07-03 1999-12-16 Herold, Andreas, Dipl.-Ing., 99425 Weimar Bank protection with plastic reinforced earth
ITFG20040006A1 (en) * 2004-11-26 2005-02-26 Geom Ciro Frisoli & C S A S WALLS AND ENCLOSURES IN REINFORCED WASTE 2 °
JP6800559B2 (en) * 2014-12-09 2020-12-16 矢作建設工業株式会社 Reinforcement structure of masonry retaining wall and reinforcement method of masonry retaining wall
CN116356763A (en) * 2023-01-04 2023-06-30 泗洪县水利工程建设管理中心 Dam reinforcing structure and reinforcing method for flood-stagnation area

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8326632U1 (en) * 1983-09-16 1985-08-29 Wrede, Werner, 5500 Trier Lattice set to form an embankment fortification
US4952098A (en) * 1989-12-21 1990-08-28 Ivy Steel Products, Inc. Retaining wall anchor system
CH683434A5 (en) * 1991-06-11 1994-03-15 Hermann Claus Secure fastening of roadway on side of mountain - involves vertical piles with gaps filled with railway sleepers and anchored cables extending under road surface into solid ground
IT1257042B (en) * 1992-06-10 1996-01-05 PROCEDURE FOR THE FORMATION OF VERDEGGIAN SCARPES IN GROUND REINFORCED AND PRODUCT OBTAINED WITH SUCH PROCEDURE
GB9313095D0 (en) * 1993-06-24 1993-08-11 Vidal Henri Brevets Earth structures
JPH09501999A (en) * 1993-08-30 1997-02-25 ザ・レインフォースド・アース・カンパニー Reinforced soil structure with wire mesh protective layer
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
GB9417413D0 (en) * 1994-08-30 1994-10-19 Appleton Samuel A Slope reinforcing structure and method
GB9418994D0 (en) * 1994-09-19 1994-11-09 Vidal Henri Brevets Facing panel for earth structures
NO951465L (en) * 1995-04-19 1996-10-21 Fjerby As Reinforcing device for sloping ground and method of building the reinforced sloping ground

Also Published As

Publication number Publication date
DK56396A (en) 1997-12-11
WO1997043489A1 (en) 1997-11-20
NO985251L (en) 1999-01-08
NO985251D0 (en) 1998-11-10
EP0897435B1 (en) 2002-12-04
NO320078B1 (en) 2005-10-17
DE69717619T2 (en) 2003-09-18
DK0897435T3 (en) 2003-03-24
EP0897435A1 (en) 1999-02-24
AU2763697A (en) 1997-12-05
ATE229110T1 (en) 2002-12-15
PL329847A1 (en) 1999-04-12
EP1256660A1 (en) 2002-11-13
PL183988B1 (en) 2002-08-30

Similar Documents

Publication Publication Date Title
DE2966384D1 (en) Anchor for fixing posts or stakes in the earth and method and device for driving-in the anchor
DE69717619D1 (en) MANUFACTURING METHOD FOR A STEEP SLOPE
DE69824073D1 (en) Rock anchor with tension meter
CA2202851A1 (en) Undercut excavation with protection against seismic events or excessive ground movement
DE59806535D1 (en) TURBINE SHOVEL AND THEIR USE IN A GAS TURBINE SYSTEM
DK0438258T3 (en) Method of laying anchors and mooring platforms, and an anchor laying unit
TR27705A (en) The method for controlling deformation in geological structures and forecasting geodynamic events.
DE59706345D1 (en) TURBINE SHOVEL AND USE IN A GAS TURBINE SYSTEM
CA2304533A1 (en) Arched support structure
ATE132604T1 (en) METHOD FOR ATTACHING A PROTECTIVE FILM TO A WALL AND PROTECTIVE FILM AND ANCHOR SYSTEM PROVIDED THEREFOR
DE69002774D1 (en) GRID TUNNEL MICROSCOPE STORAGE DEVICE.
DK153088D0 (en) PROCEDURE FOR ANCHORING A PREFABRICATED PAEL IN THE SOIL AND A PAUL FOR EXERCISING THIS PROCEDURE
PL213643A1 (en) ANCHOR FOR ANCHORING MACHINE DEVICES ETC. IN MINING AND SOIL WORKS
DK0545471T3 (en) Method of attaching an anchor for anchoring ground support walls, buildings, spun walls, quay walls and the like
Ashbridge et al. Probe 4: Queens Building
FR2718481B1 (en) Sheath pile with blocking. For fixing and anchoring to the ground.
JP2785828B2 (en) Steep slope construction method for existing embankment slope
DE3869666D1 (en) PROTECTIVE WALL ELEMENT.
JP2000070892A (en) Execution of impervious sheet protection mat for waste disposal site
DE59808348D1 (en) Procedure for securing terrain jumps
RO92007B1 (en) Retaining wall
JPS55136337A (en) Reinforcing method for existing structure, footing, ground and the like
Hunt Treatment Structure Support Over Difficult Soils
IL95651A (en) Anchoring element for reinforced earth structure facing and method of construction therewith
HU903207D0 (en) Land excavating system for fixing structures in the soil

Legal Events

Date Code Title Description
8364 No opposition during term of opposition