GB191112523A - - Google Patents

Info

Publication number
GB191112523A
GB191112523A GB191112523DA GB191112523A GB 191112523 A GB191112523 A GB 191112523A GB 191112523D A GB191112523D A GB 191112523DA GB 191112523 A GB191112523 A GB 191112523A
Authority
GB
United Kingdom
Prior art keywords
members
main bars
welded
bent
bars
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
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.)
BRITISH REINFORCED CONCRETE ENG CO Ltd
GILBERT STANLEY HEATHCOTE
Original Assignee
BRITISH REINFORCED CONCRETE ENG CO Ltd
GILBERT STANLEY HEATHCOTE
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 BRITISH REINFORCED CONCRETE ENG CO Ltd, GILBERT STANLEY HEATHCOTE filed Critical BRITISH REINFORCED CONCRETE ENG CO Ltd
Application granted granted Critical
Publication of GB191112523A publication Critical patent/GB191112523A/en
Expired legal-status Critical Current

Links

Landscapes

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

Abstract

12,523. British Reinforced Concrete Engineering Co., and Heathcote, G. S. May 24. Reinforced-concrete beams, columns ' &c.- Welded reinforcing-frames, which can be made in standard lengths or sizes, comprise a bar or bars and parallel equidistant transverse or shear members which are welded to the main bars and lie in a common plane when brought to the site, but may be bent up as desired. They may be straight and perpendicular to the main bars, or be bent herring-bone fashion; a modification of the latter form applicable to beams, is shown in Fig. 5, the shear members being bent up out of the original plane. For columns, the members b embrace one or two main bars, or may lie between two main bars, and are arranged as shown in Figs. 8 and 9. Adjacent ends of the members b may be welded or twisted together, and in a form similar to that shown in Fig. 8, the members b are parallel with the faces of the column. The main bars may be welded end to end when placed in position.
GB191112523D 1911-05-24 1911-05-24 Expired GB191112523A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB191112523T 1911-05-24

Publications (1)

Publication Number Publication Date
GB191112523A true GB191112523A (en) 1912-05-16

Family

ID=32366121

Family Applications (1)

Application Number Title Priority Date Filing Date
GB191112523D Expired GB191112523A (en) 1911-05-24 1911-05-24

Country Status (1)

Country Link
GB (1) GB191112523A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2510505A (en) * 1945-11-20 1950-06-06 Sr Summers L Leonard Reinforced plastic bowling pin
US2892341A (en) * 1953-12-16 1959-06-30 Structural Concrete Components Composite floor structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2510505A (en) * 1945-11-20 1950-06-06 Sr Summers L Leonard Reinforced plastic bowling pin
US2892341A (en) * 1953-12-16 1959-06-30 Structural Concrete Components Composite floor structure

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