GB743406A - Improvements in or relating to a pre-stressed beam, column or pile - Google Patents

Improvements in or relating to a pre-stressed beam, column or pile

Info

Publication number
GB743406A
GB743406A GB458352A GB458352A GB743406A GB 743406 A GB743406 A GB 743406A GB 458352 A GB458352 A GB 458352A GB 458352 A GB458352 A GB 458352A GB 743406 A GB743406 A GB 743406A
Authority
GB
United Kingdom
Prior art keywords
wires
jack
elements
groups
tensioned
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
GB458352A
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.)
ALEXANDER FELDMAN
Original Assignee
ALEXANDER FELDMAN
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 ALEXANDER FELDMAN filed Critical ALEXANDER FELDMAN
Priority to GB458352A priority Critical patent/GB743406A/en
Publication of GB743406A publication Critical patent/GB743406A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

743,406. Concrete structural members; posts. FELDMAN, A. May 21, 1953 [Feb. 21, 1952; March 1, 1952; March 20, 1952; April 4, 1952], Nos. 4583/52, 5444/52, 7175/52 and 8638/52. Classes 20(1) and 20(4). A beam, column or pile consists of reinforced concrete elements 1, 2, 3 held together under compression by a number, preferably two, of high tensile wires 22. The elements are assembled face to face in two groups on two working benches 14 which run on guide rails 17 on rollers 15, 16. The ends 16 may be raised as in Fig. 25, to facilitate the positioning of the wires, by a jack which co-operates with extendible arms to transmit the longitudinal thrust from one group to the other. The jack then presses the ends 16 downwards to bring the groups. into alignment whereby the wires 22 are tensioned. The groups in the aligned position are spaced slightly, the space either being closed by the tension in the wires when the arms are removed, the residual tension being sufficient, or the space is filled with a buffer plate before releasing them. The benches are kept in the horizontal position, against the tendency of the tension in the wires to raise the ends 16, by spring pressed balls 19, which engage the underside of a slot between the rails 17. Alternatively, the wires may be tensioned by a jack acting horizontally on brackets attached to the adjacent ends of the horizontally aligned groups, the rollers 16 remaining on the rails. A buffer plate is inserted before the jack is removed. Preferably a mild steel rod, which may later be removed, is tensioned, in a groove 4 along the back of the beam to prevent it bellying out. The elements 1, 2, 3 are rebated and grooved at 4 and 6 and the end elements 2 have metal anchoring plates 9. The thrust transmitting elements 3 may be specially reinforced or fitted with apertured thrust plates 11 to take actuating pins of the jack. The rebates and grooves may be grouted with cement or other fireproof material to cover the wires and to give the cross section of the structure a regular outline.
GB458352A 1952-02-21 1952-02-21 Improvements in or relating to a pre-stressed beam, column or pile Expired GB743406A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB458352A GB743406A (en) 1952-02-21 1952-02-21 Improvements in or relating to a pre-stressed beam, column or pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB458352A GB743406A (en) 1952-02-21 1952-02-21 Improvements in or relating to a pre-stressed beam, column or pile

Publications (1)

Publication Number Publication Date
GB743406A true GB743406A (en) 1956-01-18

Family

ID=9779904

Family Applications (1)

Application Number Title Priority Date Filing Date
GB458352A Expired GB743406A (en) 1952-02-21 1952-02-21 Improvements in or relating to a pre-stressed beam, column or pile

Country Status (1)

Country Link
GB (1) GB743406A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2333109A (en) * 1998-01-07 1999-07-14 Ellis Michael Frank A pre-formed post-tensioned foundation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2333109A (en) * 1998-01-07 1999-07-14 Ellis Michael Frank A pre-formed post-tensioned foundation
GB2333109B (en) * 1998-01-07 2002-03-06 Ellis Michael Frank Foundations and method of forming the same

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