GB190618178A - Improvements in and relating to the Reinforcement of Concrete Structures - Google Patents

Improvements in and relating to the Reinforcement of Concrete Structures

Info

Publication number
GB190618178A
GB190618178A GB190618178DA GB190618178A GB 190618178 A GB190618178 A GB 190618178A GB 190618178D A GB190618178D A GB 190618178DA GB 190618178 A GB190618178 A GB 190618178A
Authority
GB
United Kingdom
Prior art keywords
bars
columns
beams
bases
reinforced concrete
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
Inventor
William Hervey Brown
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
Application granted granted Critical
Publication of GB190618178A publication Critical patent/GB190618178A/en
Expired legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

18,178. Brown, W. H. Aug. 13. Floors; girders and beams; columns; foundations; reinforced concrete.-The main beams and transverse joists of a reinforced concrete floor are provided with straight bars 1, Figs. 1 and 3, and curved bars 2, the latter extending from the lower portion of the centre of the span up to and over the upper portions of the junctions at the columns or walls. Twisted flat metal bonds 14 connect the tension and compression zones, and the ends of the beams are stiffened against shearing by upwardlycurved bars 7. Anchor plates 13, Fig. 10, are provided at the ends of the bar 7 and all horizontal bars. The columns are reinforced by vertical bars 8, set in bases 16, Fig. 8, and connected in pairs by ties coiled on the bars. Contiguous ends of the bars 8 are connected by sleeves 9. The bases of the columns are stiffened by downwardly-curved bars 12. The bars used are preferably of the section described in Specification No. 18,176, A.D. 1906.
GB190618178D 1906-08-13 1906-08-13 Improvements in and relating to the Reinforcement of Concrete Structures Expired GB190618178A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB190618178T 1906-08-13

Publications (1)

Publication Number Publication Date
GB190618178A true GB190618178A (en) 1907-06-13

Family

ID=32631739

Family Applications (1)

Application Number Title Priority Date Filing Date
GB190618178D Expired GB190618178A (en) 1906-08-13 1906-08-13 Improvements in and relating to the Reinforcement of Concrete Structures

Country Status (1)

Country Link
GB (1) GB190618178A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3837131A (en) * 1972-08-14 1974-09-24 A Bisschops Cast concrete construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3837131A (en) * 1972-08-14 1974-09-24 A Bisschops Cast concrete construction

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