IE34681L - Protecting and/or stabilising an inclined face - Google Patents

Protecting and/or stabilising an inclined face

Info

Publication number
IE34681L
IE34681L IE700457A IE45770A IE34681L IE 34681 L IE34681 L IE 34681L IE 700457 A IE700457 A IE 700457A IE 45770 A IE45770 A IE 45770A IE 34681 L IE34681 L IE 34681L
Authority
IE
Ireland
Prior art keywords
cables
face
anchored
concrete
troughs
Prior art date
Application number
IE700457A
Other versions
IE34681B1 (en
Original Assignee
Gregory Lionel Eric
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 Gregory Lionel Eric filed Critical Gregory Lionel Eric
Publication of IE34681L publication Critical patent/IE34681L/en
Publication of IE34681B1 publication Critical patent/IE34681B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/121Devices for applying linings on banks or the water bottom
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/207Securing of slopes or inclines with means incorporating sheet piles or piles
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Abstract

1341957 Soil stabilisation revetments L E GREGORY 9 Dec 1970 [24 Dec 1969] 62773/ 69 Headings E1F and E1H [Also in Division A1] An inclined earth or rock face is stabilised by lattice work comprising cables, extending down the face and tensioned between anchorages, and connected to rows of troughs extending across the face which receive material to form a new face. Parallel cables 12, anchored tend down the face and are anchored to piles in concrete 15 and bearing on pads 18, ex- 20. Material 22 is placed into and between rows of troughs 21 to form new face 23. Troughs 21 are of channel-shaped cross-section, and in each trough row each pair of adjacent trough ends is seated in and connected to a connector of similar cross-section. A plate rises vertically from the connectors base, between the seated trough ends, the cables being attached by V-belts to the plates. The upper anchorage may comprise a cantilevered beam from which two or more sets of cables may be suspended to form layers of lattices above the original face. The lower ends of the cables may be anchored in concrete, possibly within a precast concrete structure. The lattice may be covered with concrete, where it extends beneath water, to form an erosion barrier. The cables may be anchored between their ends to the original face. The cables may be made of stranded steel wire which may be galvanised or plastics coated, or may be made of plastics material, e.g. nylon fibre. The connectors may be made of steel, aluminium alloy or a reinforced synthetic material. [GB1341957A]
IE457/70A 1969-12-24 1970-04-10 A method of,and system for,protecting and/or stabilising an inclined face IE34681B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB6277369 1969-12-24

Publications (2)

Publication Number Publication Date
IE34681L true IE34681L (en) 1971-06-24
IE34681B1 IE34681B1 (en) 1975-07-23

Family

ID=10488480

Family Applications (1)

Application Number Title Priority Date Filing Date
IE457/70A IE34681B1 (en) 1969-12-24 1970-04-10 A method of,and system for,protecting and/or stabilising an inclined face

Country Status (8)

Country Link
AU (1) AU2333070A (en)
BR (1) BR7024904D0 (en)
DE (1) DE2062477A1 (en)
ES (1) ES386804A1 (en)
FR (1) FR2073497B1 (en)
GB (1) GB1341957A (en)
IE (1) IE34681B1 (en)
ZA (1) ZA708276B (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2577585A1 (en) * 1985-02-18 1986-08-22 Lecaillon Jacques Device for retaining soil or other pulverulent or granular products, particularly soil in a slope
DE8525507U1 (en) * 1985-09-06 1986-02-13 Alu + Stahlbau Holzbauer, 8398 Pocking Avalanche barrier
AT386634B (en) * 1985-09-18 1988-09-26 Differenz Friedrich Dipl Ing SLOPE ASSEMBLY
GB8602783D0 (en) * 1986-02-05 1986-03-12 Vidal H Stabilised earth structures
US4729691A (en) * 1986-11-04 1988-03-08 Sample Jay W Backshore sill beach and dune erosion control system
GB2199603A (en) * 1986-12-13 1988-07-13 Colin John Francis Phili Jones Anchored soil structure
GB2309992A (en) * 1996-02-09 1997-08-13 Netlon Ltd Providing a layer of soil on a non-horizontal face
AU750782B2 (en) * 1996-10-18 2002-07-25 Tomio Fukui Construction methods for preventing mountain landslides
KR100356977B1 (en) 1996-10-18 2002-10-18 후쿠이 도미오 Construction methods for preventing land erosion and improving streams, or for revetments, and construction methods for preventing mountain landslides
GB2409874B (en) * 2005-01-11 2005-11-30 Richard Gillon A solution to the pending la palma land-slide induced mega-tsunami
DE102020131687A1 (en) 2020-11-30 2022-06-02 Trumer Schutzbauten Ges.M.B.H Protective barrier and method for dissipating tensile load introduced into a carrying cable of a carrying cable arrangement of the protective barrier
CN113250212A (en) * 2021-05-21 2021-08-13 广西北投交通养护科技集团有限公司 Buffering device for protecting side slope rolling stone and using method thereof

Also Published As

Publication number Publication date
FR2073497A1 (en) 1971-10-01
FR2073497B1 (en) 1973-02-02
AU2333070A (en) 1972-06-15
GB1341957A (en) 1973-12-25
ZA708276B (en) 1971-09-29
DE2062477A1 (en) 1971-07-01
IE34681B1 (en) 1975-07-23
BR7024904D0 (en) 1973-02-22
ES386804A1 (en) 1973-04-01

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