GB975642A - Improvements relating to subterranean anchorages - Google Patents

Improvements relating to subterranean anchorages

Info

Publication number
GB975642A
GB975642A GB42748/62A GB4274862A GB975642A GB 975642 A GB975642 A GB 975642A GB 42748/62 A GB42748/62 A GB 42748/62A GB 4274862 A GB4274862 A GB 4274862A GB 975642 A GB975642 A GB 975642A
Authority
GB
United Kingdom
Prior art keywords
sheath
strands
cable
grout
filled
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
Application number
GB42748/62A
Inventor
Amir Houshang Rezakhani
Anthony John Nicholson
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.)
Cementation Co Ltd
Original Assignee
Cementation Co Ltd
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 Cementation Co Ltd filed Critical Cementation Co Ltd
Priority to GB42748/62A priority Critical patent/GB975642A/en
Priority to ES0293455A priority patent/ES293455A1/en
Publication of GB975642A publication Critical patent/GB975642A/en
Priority to MY1965114A priority patent/MY6500114A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/808Ground anchors anchored by using exclusively a bonding material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/54Piles with prefabricated supports or anchoring parts; Anchoring piles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16GBELTS, CABLES, OR ROPES, PREDOMINANTLY USED FOR DRIVING PURPOSES; CHAINS; FITTINGS PREDOMINANTLY USED THEREFOR
    • F16G11/00Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes
    • F16G11/04Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes with wedging action, e.g. friction clamps
    • F16G11/042Means for fastening cables or ropes to one another or to other objects; Caps or sleeves for fixing on cables or ropes with wedging action, e.g. friction clamps using solidifying liquid material forming a wedge

Abstract

975, 642. Cables. CEMENTATION CO. Ltd. Nov. 12, 1963 [Nov. 12, 1962], No. 42748/62. Heading D1T. [Also in Division E1] The anchor cable 1, Fig. 2, is protected by a sheath of tubular plastic 10 that has been thermally shrunk on to the cable where it is to extend into a pre-formed anchor hole 5. As shown the sheath 10 has also been shrunk on to a collar 11 and the exposed cable strands 1b projecting therefrom have been opened out between bindings 9. The lower end of the hole 5 is filled with grout 7 and the upper end with mastic cement or any other grout 8. In Fig. 1, the cable strands 1a have been bound with tape 12 before shrinking the sheath 4 thereon. The spaces between the strands may be filled with an inert filler or one that inhibits corrosion of the strands. The sheath 4 overlaps a rigid inextensible sleeve 2 that encloses the folded ends of the cable strands 1a. The hole 5 is filled with grout 7 and mastic cement 8 as shown. The sheath may comprise a number of overlapping sleeves.
GB42748/62A 1962-11-12 1962-11-12 Improvements relating to subterranean anchorages Expired GB975642A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB42748/62A GB975642A (en) 1962-11-12 1962-11-12 Improvements relating to subterranean anchorages
ES0293455A ES293455A1 (en) 1962-11-12 1963-11-12 Improvements relating to subterranean anchorages
MY1965114A MY6500114A (en) 1962-11-12 1965-12-31 Improvements relating to subterranean anchorage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB42748/62A GB975642A (en) 1962-11-12 1962-11-12 Improvements relating to subterranean anchorages

Publications (1)

Publication Number Publication Date
GB975642A true GB975642A (en) 1964-11-18

Family

ID=10425809

Family Applications (1)

Application Number Title Priority Date Filing Date
GB42748/62A Expired GB975642A (en) 1962-11-12 1962-11-12 Improvements relating to subterranean anchorages

Country Status (3)

Country Link
ES (1) ES293455A1 (en)
GB (1) GB975642A (en)
MY (1) MY6500114A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2523988A1 (en) * 1974-05-31 1975-12-18 Pietro Meardi ANCHORING DEVICE FOR ANCHORING WALLS SUCH AS SCHOTTWAENDE, SCHUTZWAENDE O.DGL.
FR2411934A1 (en) * 1977-12-13 1979-07-13 Holzmann Philipp Ag Concrete reinforcing wire stranded steel cable anchor - is pear shaped with limited initial bend radius and hooked bent end
WO1990005811A1 (en) * 1988-11-14 1990-05-31 Garford Pty Ltd Improved rock anchor and method of manufacture
US5344256A (en) * 1988-11-14 1994-09-06 Garford Pty Ltd Rock anchor and method of manufacture
US7458242B2 (en) 2004-09-13 2008-12-02 Dywidag-Systems International Pty Limited Apparatus and method for manufacturing a rock bolt

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2523988A1 (en) * 1974-05-31 1975-12-18 Pietro Meardi ANCHORING DEVICE FOR ANCHORING WALLS SUCH AS SCHOTTWAENDE, SCHUTZWAENDE O.DGL.
FR2411934A1 (en) * 1977-12-13 1979-07-13 Holzmann Philipp Ag Concrete reinforcing wire stranded steel cable anchor - is pear shaped with limited initial bend radius and hooked bent end
WO1990005811A1 (en) * 1988-11-14 1990-05-31 Garford Pty Ltd Improved rock anchor and method of manufacture
US5344256A (en) * 1988-11-14 1994-09-06 Garford Pty Ltd Rock anchor and method of manufacture
US7458242B2 (en) 2004-09-13 2008-12-02 Dywidag-Systems International Pty Limited Apparatus and method for manufacturing a rock bolt

Also Published As

Publication number Publication date
ES293455A1 (en) 1964-01-01
MY6500114A (en) 1965-12-31

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