NO951465L - Reinforcing device for sloping ground and method of building the reinforced sloping ground - Google Patents

Reinforcing device for sloping ground and method of building the reinforced sloping ground

Info

Publication number
NO951465L
NO951465L NO951465A NO951465A NO951465L NO 951465 L NO951465 L NO 951465L NO 951465 A NO951465 A NO 951465A NO 951465 A NO951465 A NO 951465A NO 951465 L NO951465 L NO 951465L
Authority
NO
Norway
Prior art keywords
slope
reinforcing
mats
sloping ground
ground
Prior art date
Application number
NO951465A
Other languages
Norwegian (no)
Other versions
NO951465D0 (en
Inventor
Jens Oddvar Aanderaa
Original Assignee
Fjerby As
Jens Oddvar Aanderaa
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 Fjerby As, Jens Oddvar Aanderaa filed Critical Fjerby As
Priority to NO951465A priority Critical patent/NO951465L/en
Publication of NO951465D0 publication Critical patent/NO951465D0/en
Priority to AU54102/96A priority patent/AU5410296A/en
Priority to PCT/NO1996/000087 priority patent/WO1996033314A1/en
Publication of NO951465L publication Critical patent/NO951465L/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
    • E02D17/20—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)
  • Environmental & Geological Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

En armeringsanordning for jordskråning og fremgangsmåte ved oppbygging av den armerte jordskråning, hvor armeringsanord- ningen består av sammenføyde, langsgående armeringsmatter (3, 3a) på utsiden av jordskråningen, og hvor de langsgående kanter av armeringsmattene er festet til den ene ende av en rekke horisontale strekkstag (4, 4a) som forløper vinkelrett på armeringsmattene (3, 3a), og hvis andre ende er festet eksempelvis ved hjelp av plugger (5, 5a) i jorden (7, 8), og hvor det langs hver av rekkene med strekkstag (4, 4a) er plassert en -langsgående, horisontaltliggende jordarmerings- matte (9), og hvor det på innsiden av armeringsmattene (3, 3a) er festet vekstmatter (6, 6a), idet en rekke fortrinnsvis ca. 2,5 m lange styrestenger (1) med innbyrdes avstand på fortrinnsvis ca. l m under oppbyggingen av jordskråningen er satt opp i et skråplan motsvarende fronten av den ferdige jordskråning, hvorved styrestengene (1) trekkes suksessivt oppover under oppbyggingen av jordskråningen og til slutt fjernes.An earth slope reinforcing device and method of constructing the reinforced ground slope, wherein the reinforcing device consists of joined longitudinal reinforcing mats (3, 3a) on the outside of the slope and the longitudinal edges of the reinforcing mats are fixed to one end of a series of horizontal tension bars (4, 4a) extending perpendicular to the reinforcing mats (3, 3a), and the other end of which is secured, for example, by means of plugs (5, 5a) to the ground (7, 8), and where along each of the rows of tension bars (4, 4a) is disposed a longitudinal, horizontal ground reinforcement mat (9), and where on the inside of the reinforcing mats (3, 3a) are attached growth mats (6, 6a), a number of preferably approx. 2.5 m long guide rods (1) with spacing preferably of approx. During the build-up of the slope, a slope is set up corresponding to the front of the completed slope, whereby the guide rods (1) are successively pulled upwards during the build-up of the slope and eventually removed.

NO951465A 1995-04-19 1995-04-19 Reinforcing device for sloping ground and method of building the reinforced sloping ground NO951465L (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
NO951465A NO951465L (en) 1995-04-19 1995-04-19 Reinforcing device for sloping ground and method of building the reinforced sloping ground
AU54102/96A AU5410296A (en) 1995-04-19 1996-04-16 A method for erecting a reinforced slope of earth
PCT/NO1996/000087 WO1996033314A1 (en) 1995-04-19 1996-04-16 A method for erecting a reinforced slope of earth

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NO951465A NO951465L (en) 1995-04-19 1995-04-19 Reinforcing device for sloping ground and method of building the reinforced sloping ground

Publications (2)

Publication Number Publication Date
NO951465D0 NO951465D0 (en) 1995-04-19
NO951465L true NO951465L (en) 1996-10-21

Family

ID=19898120

Family Applications (1)

Application Number Title Priority Date Filing Date
NO951465A NO951465L (en) 1995-04-19 1995-04-19 Reinforcing device for sloping ground and method of building the reinforced sloping ground

Country Status (3)

Country Link
AU (1) AU5410296A (en)
NO (1) NO951465L (en)
WO (1) WO1996033314A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK56396A (en) * 1996-05-10 1997-12-11 Byggros A S Method for building a steep slope, system for use in the construction of the steep slope and such a slope
CH692390A5 (en) † 1997-05-12 2002-05-31 Rueegger Systeme Ag Ingenieurl A device for securing instable banquets in railway construction and in the streets and roads, and processes for their preparation.
WO1999023313A1 (en) * 1997-11-03 1999-05-14 Sytec Bausysteme Ag Slip form for constructing support walls
GB2334739A (en) * 1998-02-25 1999-09-01 Netlon Ltd A geoengineering construction
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
KR100414779B1 (en) * 2001-09-27 2004-01-16 윤성호 Reinforcing structure for a slope of ground cutted area
ITBO20020596A1 (en) * 2002-09-19 2004-03-20 Maccaferri Spa Off PERFECTED ELEMENT FOR THE CONSTRUCTION OF COATING, CONTAINMENT AND REINFORCEMENT STRUCTURES.
FR2943080B1 (en) 2009-03-13 2016-09-30 Inoxys S A ELEMENTS OF THE GABIONS TYPE FOR PRODUCING CONSTRUCTIONS SUCH AS WALLS, MERLONS OR THE LIKE
JP6091917B2 (en) * 2013-02-07 2017-03-08 共和コンクリート工業株式会社 Retaining wall structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH666510A5 (en) * 1985-03-05 1988-07-29 Landolt Fritz Ag ARRANGEMENT FOR CREATING A GROUNDABLE STEEP SLOPE.
CH680078A5 (en) * 1991-03-20 1992-06-15 Bossard & Staerkle Ag
IT1257042B (en) * 1992-06-10 1996-01-05 PROCEDURE FOR THE FORMATION OF VERDEGGIAN SCARPES IN GROUND REINFORCED AND PRODUCT OBTAINED WITH SUCH PROCEDURE

Also Published As

Publication number Publication date
WO1996033314A1 (en) 1996-10-24
NO951465D0 (en) 1995-04-19
AU5410296A (en) 1996-11-07

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