GB1405198A - Concrete reinforcement - Google Patents
Concrete reinforcementInfo
- Publication number
- GB1405198A GB1405198A GB2674773A GB2674773A GB1405198A GB 1405198 A GB1405198 A GB 1405198A GB 2674773 A GB2674773 A GB 2674773A GB 2674773 A GB2674773 A GB 2674773A GB 1405198 A GB1405198 A GB 1405198A
- Authority
- GB
- United Kingdom
- Prior art keywords
- rods
- reinforcement
- grid
- longitudinal
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
Abstract
1405198 Concrete slabs A V I ALPENLANDISCHE VEREDELUNGS - INDUSTRIE GmbH 5 June 1973 26747/73 Heading E1W [Also in Divisions B3 and Dl] In a method of making a reinforcement for concrete wherein pieces of reinforcement of the required length are cut from a rolled-up grid of reinforcement having longitudinal high tensile steel rods connected by transverse elements of lower tensile strength, the grid being rolled up in its longitudinal direction with the longitudinal rods permanently deformed and having a length of at least fifty metres, the cut pieces are straightened and laid in position within shuttering side by side with the longitudinal rods parallel, adjacent edge rods of adjacent pieces of reinforcement having the same spacing as between adjacent rods within each piece. Cut lengths of grid may also be laid on top of each other and at right angles to one another. The ends of the transverse elements are flush with the outermost rods of the reinforcement grid and they may be of mild steel or synthetic plastics. The high tensile steel rods are preferably of cold worked or self-hardening steel. They are welded to the transverse elements and are preferably profiled for keying with the concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2674773A GB1405198A (en) | 1973-05-05 | 1973-05-05 | Concrete reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2674773A GB1405198A (en) | 1973-05-05 | 1973-05-05 | Concrete reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB1405198A true GB1405198A (en) | 1975-09-03 |
Family
ID=10248598
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB2674773A Expired GB1405198A (en) | 1973-05-05 | 1973-05-05 | Concrete reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB1405198A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2156873A (en) * | 1984-03-29 | 1985-10-16 | Hochtief Ag Hoch Tiefbauten | Reinforcement for concrete structures |
| WO2010024698A1 (en) * | 2008-08-29 | 2010-03-04 | Ecl (Ip) Limited | Reinforcement mesh |
-
1973
- 1973-05-05 GB GB2674773A patent/GB1405198A/en not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2156873A (en) * | 1984-03-29 | 1985-10-16 | Hochtief Ag Hoch Tiefbauten | Reinforcement for concrete structures |
| WO2010024698A1 (en) * | 2008-08-29 | 2010-03-04 | Ecl (Ip) Limited | Reinforcement mesh |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PS | Patent sealed | ||
| PCNP | Patent ceased through non-payment of renewal fee |