DK56396A - Method for building a steep slope, system for use in the construction of the steep slope and such a slope - Google Patents

Method for building a steep slope, system for use in the construction of the steep slope and such a slope Download PDF

Info

Publication number
DK56396A
DK56396A DK056396A DK56396A DK56396A DK 56396 A DK56396 A DK 56396A DK 056396 A DK056396 A DK 056396A DK 56396 A DK56396 A DK 56396A DK 56396 A DK56396 A DK 56396A
Authority
DK
Denmark
Prior art keywords
anchor element
front grid
embankment
slope
grid
Prior art date
Application number
DK056396A
Other languages
Danish (da)
Inventor
Fin G Laursen
Original Assignee
Byggros A S
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 A S filed Critical Byggros A S
Priority to DK056396A priority Critical patent/DK56396A/en
Priority to EP97921634A priority patent/EP0897435B1/en
Priority to DK97921634T priority patent/DK0897435T3/en
Priority to EP02013855A priority patent/EP1256660A1/en
Priority to AU27636/97A priority patent/AU2763697A/en
Priority to DE69717619T priority patent/DE69717619T2/en
Priority to PCT/DK1997/000209 priority patent/WO1997043489A1/en
Priority to PL97329847A priority patent/PL183988B1/en
Priority to AT97921634T priority patent/ATE229110T1/en
Publication of DK56396A publication Critical patent/DK56396A/en
Priority to NO19985251A priority patent/NO320078B1/en

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)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Indole Compounds (AREA)
  • Photoreceptors In Electrophotography (AREA)
  • Paper (AREA)
  • Tents Or Canopies (AREA)
  • Silver Salt Photography Or Processing Solution Therefor (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Hydrogenated Pyridines (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Piles And Underground Anchors (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>
DK056396A 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 DK56396A (en)

Priority Applications (10)

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
EP97921634A EP0897435B1 (en) 1996-05-10 1997-05-07 Method for forming a steep embankment
DK97921634T DK0897435T3 (en) 1996-05-10 1997-05-07 Procedure for building a steep slope
EP02013855A EP1256660A1 (en) 1996-05-10 1997-05-07 Method of constructing a steep enbeankement
AU27636/97A AU2763697A (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
DE69717619T DE69717619T2 (en) 1996-05-10 1997-05-07 MANUFACTURING METHOD FOR A STEEP 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
PL97329847A PL183988B1 (en) 1996-05-10 1997-05-07 Method of building a steep embannkment, system used in building such embankment, and steep embankment build thereby
AT97921634T ATE229110T1 (en) 1996-05-10 1997-05-07 PROCESS FOR MANUFACTURING A STEEP SLOPE
NO19985251A NO320078B1 (en) 1996-05-10 1998-11-10 Method for forming a steep dam, system for use in forming the steep dam, and a steep dam.

Applications Claiming Priority (1)

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

Publications (1)

Publication Number Publication Date
DK56396A true DK56396A (en) 1997-12-11

Family

ID=8094960

Family Applications (2)

Application Number Title Priority Date Filing Date
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
DK97921634T DK0897435T3 (en) 1996-05-10 1997-05-07 Procedure for building a steep slope

Family Applications After (1)

Application Number Title Priority Date Filing Date
DK97921634T DK0897435T3 (en) 1996-05-10 1997-05-07 Procedure for building 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 (9)

* 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.
ATE228190T1 (en) * 1998-10-13 2002-12-15 Rueegger Systeme Ag Ingenieurl GROUND-MOUNTED EARTH STRUCTURE WITH A STEEP FRONT AND METHOD FOR CREATING THIS EARTH STRUCTURE
EP1131498B1 (en) * 1998-11-20 2002-09-18 SYTEC Bausysteme AG Support wall system
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
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
CA2170028A1 (en) * 1993-08-30 1995-03-09 Peter L. Anderson Earthen work with wire mesh facing
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
PL183988B1 (en) 2002-08-30
NO985251L (en) 1999-01-08
EP0897435B1 (en) 2002-12-04
DE69717619T2 (en) 2003-09-18
EP0897435A1 (en) 1999-02-24
DK0897435T3 (en) 2003-03-24
ATE229110T1 (en) 2002-12-15
NO320078B1 (en) 2005-10-17
DE69717619D1 (en) 2003-01-16
EP1256660A1 (en) 2002-11-13
WO1997043489A1 (en) 1997-11-20
NO985251D0 (en) 1998-11-10
PL329847A1 (en) 1999-04-12
AU2763697A (en) 1997-12-05

Similar Documents

Publication Publication Date Title
DK56396A (en) Method for building a steep slope, system for use in the construction of the steep slope and such a slope
DK0438258T3 (en) Method of laying anchors and mooring platforms, and an anchor laying unit
CA2202851A1 (en) Undercut excavation with protection against seismic events or excessive ground movement
DK0890708T3 (en) Method, system and device for building a wall in the ground
DK0758034T3 (en) Device and method for joining two reinforced concrete elements
IT9019074A0 (en) TUBULAR FORMWORK FOR THE CONSTRUCTION OF CONCRETE FOUNDATION PILES
DE69815604D1 (en) PILE FOUNDATION STRUCTURE
IT9048360A0 (en) VEGETATIVE WALL IN REINFORCED SOIL AND PROCEDURE FOR ITS CONSTRUCTION.
ATE132604T1 (en) METHOD FOR ATTACHING A PROTECTIVE FILM TO A WALL AND PROTECTIVE FILM AND ANCHOR SYSTEM PROVIDED THEREFOR
DK0634628T3 (en) Earth observation method
ITMI940682A0 (en) EXPANDED NETWORK STRUCTURE PARTICULARLY FOR GEOTECHNICAL USE
NO951465D0 (en) Reinforcing device for sloping ground and method of building the reinforced sloping ground
DE69203578D1 (en) Method of attaching an anchor for anchoring ground walls, structures, sheet piles, caimons and so on.
IT1167214B (en) PROCEDURE FOR CONSOLIDATING AND MAKING WATERPROOF UNDERGROUND AND BUILDING CONSTRUCTIONS, BUILDINGS, IN PARTICULAR CANALS AND PIPES, BUILDING ELEMENTS, ROCKS AND SOIL
ATE282739T1 (en) METHOD FOR RENOVATION OF RETAINING WALLS
JP2785828B2 (en) Steep slope construction method for existing embankment slope
DE69111907D1 (en) Armored, explosion-proof earthwork and construction method with it.
DE3869666D1 (en) PROTECTIVE WALL ELEMENT.
JPH03183896A (en) Crushing method of temporary concrete
JP2000070892A (en) Execution of impervious sheet protection mat for waste disposal site
Carnaffan An experimental technique for determining the permeability of rock, concrete and cement grout.
FI964725A0 (en) Drainage structure reinforcing weak soil and method and device for doing so
Khatri Nonlinear analysis of reinforced concrete shear wall structures
KR920006443U (en) Anchors for reinforced concrete
BR7301758U (en) Precast concrete piles and metal piles used in deep foundations

Legal Events

Date Code Title Description
AHB Application shelved due to non-payment