GB777318A - Improvements in or relating to a process for pre-stressing concrete and like structures - Google Patents

Improvements in or relating to a process for pre-stressing concrete and like structures

Info

Publication number
GB777318A
GB777318A GB33439/55A GB3343955A GB777318A GB 777318 A GB777318 A GB 777318A GB 33439/55 A GB33439/55 A GB 33439/55A GB 3343955 A GB3343955 A GB 3343955A GB 777318 A GB777318 A GB 777318A
Authority
GB
United Kingdom
Prior art keywords
cable
water
strands
channel
grout
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
GB33439/55A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of GB777318A publication Critical patent/GB777318A/en
Expired legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Ropes Or Cables (AREA)

Abstract

777,318. Reinforced concrete. COYNE, A., and BELLIER, J. Nov. 22, 1955 [Nov. 23, 1954], No. 33439/55. Class 20(4) A stone or concrete structure is prestressed by post-tensioning a stranded cable 3, sealing a portion or portions or the whole of the channel 2 through which the cable passes, injecting liquid cement grout into the sealed space or spaces, allowing excess water to pass through the interstices between the twisted cable strands to the inner parts of the cable from whence it escapes axially. In Fig. 1, the strands at one end of the cable 3 are splayed and bent into loops which are received in a tapered opening 4a in a member 5 which is acted upon by jacks 6. The opening 4a is filled with sand which jams the strands ends and transmits the force of the jacks to the cable. A ring 7 limits the length of the splaying. The required portion of the channel is sealed by cement or plastic plugs 8, 8a. The grout is injected at 9 and, by previously forcing clay, cement paste or mastic into the interstices of the cable strands at the zone of ultimate contact with the plug 8a, the passage of water axially along the cable away from the splayed end is prevented, the water thus passing as indicated by the arrow 12 to the splayed end for discharge. The cable consists of wire wound helically around a central straight rod, which may be pulled out to provide an axial water-escape channel. The inner winding is of opposite hand to the next outer winding and so on. The cement grout pipe 9 may pass through the concrete structure into the side of the channel 2. After the grout has set sufficiently to maintain the tension in the cable, the protruding end of the latter is cut off, and the stump covered by an in situ concrete cap. The member 5 may be modified by having a shouldered cylindrical opening, the smaller diameter being at the bottom. The cable ends may be crimped, instead of looped, and the sand may be replaced by an easily meltable metal or alloy, e.g. lead or tin, or a material easily soluble, e.g. mineral salts soluble in water. This permits the member 5 easily to be cleared of cable ends and jamming material for re-use.
GB33439/55A 1954-11-23 1955-11-22 Improvements in or relating to a process for pre-stressing concrete and like structures Expired GB777318A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR777318X 1954-11-23

Publications (1)

Publication Number Publication Date
GB777318A true GB777318A (en) 1957-06-19

Family

ID=9201553

Family Applications (1)

Application Number Title Priority Date Filing Date
GB33439/55A Expired GB777318A (en) 1954-11-23 1955-11-22 Improvements in or relating to a process for pre-stressing concrete and like structures

Country Status (1)

Country Link
GB (1) GB777318A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3086273A (en) * 1959-12-28 1963-04-23 Super Concrete Emulsions Ltd Method for pre-stressing concrete
US4486991A (en) * 1979-05-07 1984-12-11 Kurt Rahlwes Tie-anchor for reinforcing cable
CN108425463A (en) * 2018-02-09 2018-08-21 柳州欧维姆机械股份有限公司 A kind of low retraction anchorage of clip type flat and its method for stretching for short beam presstressed reinforcing steel

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3086273A (en) * 1959-12-28 1963-04-23 Super Concrete Emulsions Ltd Method for pre-stressing concrete
US4486991A (en) * 1979-05-07 1984-12-11 Kurt Rahlwes Tie-anchor for reinforcing cable
CN108425463A (en) * 2018-02-09 2018-08-21 柳州欧维姆机械股份有限公司 A kind of low retraction anchorage of clip type flat and its method for stretching for short beam presstressed reinforcing steel
CN108425463B (en) * 2018-02-09 2023-08-01 柳州欧维姆机械股份有限公司 Clamping piece type flat low-retraction anchor and tensioning method for short-bundle prestressed tendons by using same

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