PL329847A1 - Method of building a steep embannkment, system used in building such embankment, and steep embankment build thereby - Google Patents

Method of building a steep embannkment, system used in building such embankment, and steep embankment build thereby

Info

Publication number
PL329847A1
PL329847A1 PL97329847A PL32984797A PL329847A1 PL 329847 A1 PL329847 A1 PL 329847A1 PL 97329847 A PL97329847 A PL 97329847A PL 32984797 A PL32984797 A PL 32984797A PL 329847 A1 PL329847 A1 PL 329847A1
Authority
PL
Poland
Prior art keywords
embankment
steep
anchor element
building
front grid
Prior art date
Application number
PL97329847A
Other versions
PL183988B1 (en
Inventor
Fin G Laursen
Original Assignee
Byggros As
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 filed Critical Byggros As
Publication of PL329847A1 publication Critical patent/PL329847A1/en
Publication of PL183988B1 publication Critical patent/PL183988B1/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)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Piles And Underground Anchors (AREA)
  • Hydrogenated Pyridines (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)
  • Tents Or Canopies (AREA)
  • Photoreceptors In Electrophotography (AREA)
  • Indole Compounds (AREA)
  • Paper (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>
PL97329847A 1996-05-10 1997-05-07 Method of building a steep embannkment, system used in building such embankment, and steep embankment build thereby PL183988B1 (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
PL329847A1 true PL329847A1 (en) 1999-04-12
PL183988B1 PL183988B1 (en) 2002-08-30

Family

ID=8094960

Family Applications (1)

Application Number Title Priority Date Filing Date
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

Country Status (8)

Country Link
EP (2) EP0897435B1 (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
AU693803B2 (en) * 1993-08-30 1998-07-09 Reinforced Earth Company, The 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
EP1256660A1 (en) 2002-11-13
WO1997043489A1 (en) 1997-11-20
DK0897435T3 (en) 2003-03-24
DE69717619T2 (en) 2003-09-18
PL183988B1 (en) 2002-08-30
NO320078B1 (en) 2005-10-17
EP0897435B1 (en) 2002-12-04
DE69717619D1 (en) 2003-01-16
AU2763697A (en) 1997-12-05
ATE229110T1 (en) 2002-12-15
NO985251D0 (en) 1998-11-10
DK56396A (en) 1997-12-11
NO985251L (en) 1999-01-08
EP0897435A1 (en) 1999-02-24

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Legal Events

Date Code Title Description
LAPS Decisions on the lapse of the protection rights

Effective date: 20120507