GB716200A - Reinforcing means for concrete structures - Google Patents
Reinforcing means for concrete structuresInfo
- Publication number
- GB716200A GB716200A GB26224/51A GB2622451A GB716200A GB 716200 A GB716200 A GB 716200A GB 26224/51 A GB26224/51 A GB 26224/51A GB 2622451 A GB2622451 A GB 2622451A GB 716200 A GB716200 A GB 716200A
- Authority
- GB
- United Kingdom
- Prior art keywords
- bars
- concrete
- nov
- mould
- embedded
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
716,200. Reinforced concrete. GESSNER, M. Nov. 8, 1951 [Nov. 10, 1950], No. 26224/51. Class 20 (4) In a method of manufacturing monolithic reinforced concrete structures such as ceilings, supporting beams &c. in which the reinforcing means consist of longitudinally, pre-tensioned flexible concrete 'bars 1, the bars, 'before being embedded in the concrete structure, are caused to assume a configuratibn corresponding to the anticipated curve of principal stresses in the final structure. The bars 1 containing reinforcing members 2 have openings 3 through which distributing bars 4 extend: Fig. 3 shows part of a mould for making a concrete plate, the spaced bars 1 being Assembled, with their exitremities on the floor of the mould and central portions supported on members 7 so that the bars; due to their flexibility, conform in their configuration to the curve of principal stress. The bars are then embedded in concrete. If a continuous beam is to be formed whose weight, is considerable in relation to the distance between supports the bars may be buckled, as by removing the concrete in the vicinity of an opening, 3, as in Fig. 4. If: a plurality of bars are to be arranged longitudinally behind one another it is advisable to arrange them so that adjacent, bars are not in the same vertical plane.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE716200X | 1950-11-10 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB716200A true GB716200A (en) | 1954-09-29 |
Family
ID=6626365
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB26224/51A Expired GB716200A (en) | 1950-11-10 | 1951-11-08 | Reinforcing means for concrete structures |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB716200A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3846952A (en) * | 1972-06-27 | 1974-11-12 | Winter M De | Method of on site building |
-
1951
- 1951-11-08 GB GB26224/51A patent/GB716200A/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3846952A (en) * | 1972-06-27 | 1974-11-12 | Winter M De | Method of on site building |
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