GB117915A - Improvements in and relating to Metal Reinforcement for Concrete. - Google Patents
Improvements in and relating to Metal Reinforcement for Concrete.Info
- Publication number
- GB117915A GB117915A GB821217A GB821217A GB117915A GB 117915 A GB117915 A GB 117915A GB 821217 A GB821217 A GB 821217A GB 821217 A GB821217 A GB 821217A GB 117915 A GB117915 A GB 117915A
- Authority
- GB
- United Kingdom
- Prior art keywords
- rods
- wires
- angles
- loops
- longitudinal
- 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
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
117,915. Walker, J. H. June 8, 1917. Reinforced concrete; columns; concrete flooring. -- Relates to reinforcements for concrete roads, columns, &c. of the kind in which longitudinal and transverse reinforcing members are connected together by zigzag bars Figs. 1 and 2 show the invention applied to a road reinforcement. The zigzag bars a, a<1> are threaded in pairs on the loops b of the transverse rods c so that they can turn upon the loops as upon a hinge, and when the wires are turned upon the loops into what may be called the open position, the longitudinal rods d may be laid in the angles between them. If now the wires be turned into the positions shown, the longitudinal rods are locked between them. The loops b may be separated from the transverse rods c, and the rods c may be laid in the angles of the wires a and locked with the rods c. The upper angles of the wires a, a<1> are crossed as shown, and longitudinal rods e laid on the angles so formed and the parts locked in position by other rods f threaded through the upper angles of the wires. Figs. 4 and show the invention applied to a column. The zigzag wires h are bent at the angles slightly round the longitudinal rods g and locked together and to the rods by loops i. Transverse and other additional strengthening wires and rods may be added as desired. The invention is also applicable to reinforcements for beams, walls, &c.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB821217A GB117915A (en) | 1917-06-08 | 1917-06-08 | Improvements in and relating to Metal Reinforcement for Concrete. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB821217A GB117915A (en) | 1917-06-08 | 1917-06-08 | Improvements in and relating to Metal Reinforcement for Concrete. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB117915A true GB117915A (en) | 1918-08-08 |
Family
ID=32670631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB821217A Expired GB117915A (en) | 1917-06-08 | 1917-06-08 | Improvements in and relating to Metal Reinforcement for Concrete. |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB117915A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1664453A2 (en) * | 2002-12-19 | 2006-06-07 | Composite Insulated Panel Systems Corporation | Anvick aperture device and method of forming and using same |
| WO2008046117A1 (en) * | 2006-10-18 | 2008-04-24 | Josef Krismer | Grid structure |
| CN109235636A (en) * | 2018-10-18 | 2019-01-18 | 刘家宇 | A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method |
-
1917
- 1917-06-08 GB GB821217A patent/GB117915A/en not_active Expired
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1664453A2 (en) * | 2002-12-19 | 2006-06-07 | Composite Insulated Panel Systems Corporation | Anvick aperture device and method of forming and using same |
| EP1664453A4 (en) * | 2002-12-19 | 2009-08-05 | Composite Insulated Panel Syst | Anvick aperture device and method of forming and using same |
| WO2008046117A1 (en) * | 2006-10-18 | 2008-04-24 | Josef Krismer | Grid structure |
| JP2010507030A (en) * | 2006-10-18 | 2010-03-04 | クリスマー，ヨーゼフ | Lattice structure |
| CN109235636A (en) * | 2018-10-18 | 2019-01-18 | 刘家宇 | A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method |
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