DK0796961T3 - Cell concrete element with a reinforcing device - Google Patents
Cell concrete element with a reinforcing deviceInfo
- Publication number
- DK0796961T3 DK0796961T3 DK97104719T DK97104719T DK0796961T3 DK 0796961 T3 DK0796961 T3 DK 0796961T3 DK 97104719 T DK97104719 T DK 97104719T DK 97104719 T DK97104719 T DK 97104719T DK 0796961 T3 DK0796961 T3 DK 0796961T3
- Authority
- DK
- Denmark
- Prior art keywords
- bars
- joined
- reinforcing device
- concrete element
- run
- Prior art date
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
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Golf Clubs (AREA)
- Adornments (AREA)
Abstract
The top and bottom bars (3,6) run for the full length of the component. They are joined to each other by connecting bars (8) which run in a zigzag pattern, so as to form a lattice-work structure. The connecting bars are positively joined to the lengthwise ones at their ends. Several such structures can be parallel to each other and joined together via transverse bars. The structures can form groups passing through each other at right angles. The top and bottom bars in a structure, together with the connecting bars between them, can be in a common vertical plane.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19611200A DE19611200A1 (en) | 1996-03-21 | 1996-03-21 | Reinforcement arrangement for aerated concrete components |
Publications (1)
Publication Number | Publication Date |
---|---|
DK0796961T3 true DK0796961T3 (en) | 2002-10-07 |
Family
ID=7789008
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK97104719T DK0796961T3 (en) | 1996-03-21 | 1997-03-19 | Cell concrete element with a reinforcing device |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0796961B1 (en) |
AT (1) | ATE219196T1 (en) |
DE (2) | DE19611200A1 (en) |
DK (1) | DK0796961T3 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO339881B1 (en) * | 2015-05-27 | 2017-02-13 | Polybo As | Cover element and method of making the same |
NO342534B1 (en) * | 2016-06-14 | 2018-06-11 | Polybo As | A connecting means of a building structure and a method of using same |
US20210355682A1 (en) * | 2018-09-06 | 2021-11-18 | José Felipe QUINTERO Y ORTEGA | Reinforced structural mesh for floors and pavements with zig-zag rods |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7313874U (en) * | 1973-07-26 | Hellmich F | Composite lattice girder for stiffening reinforcement mesh | |
DD58586A (en) * | ||||
US1911018A (en) * | 1931-11-11 | 1933-05-23 | William L Goeltz | Structural unit |
FR1221815A (en) * | 1959-01-14 | 1960-06-03 | multipurpose prefabricated building element | |
DE1854574U (en) * | 1962-04-14 | 1962-07-05 | Hans Schreiner | REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS. |
DE1609814A1 (en) * | 1965-04-08 | 1970-05-21 | Badische Stahlwerke | Reinforcement element for reinforced concrete components |
BE757936A (en) * | 1969-10-23 | 1971-04-01 | Bayer Ag | PROCESS FOR PREPARING ANIONIC MODIFIED POLYMERS IN EMULSION |
US4104842A (en) * | 1977-02-25 | 1978-08-08 | Rockstead Raymond H | Building form and reinforcing matrix |
AT361681B (en) * | 1979-04-09 | 1981-03-25 | Katzenberger Helmut | GRID RACK FOR STEEL CONCRETE CEILINGS OD. DGL. |
IT1145767B (en) * | 1981-05-18 | 1986-11-12 | Franco Penati | ELECTROWELDED TRACKS WITH CONTINUOUS SIDE BRACKETS IN ROUND IRON FOR C.A. TRAPEZOIDAL OR TRIANGULAR SECTION FOR CONCRETE STRUCTURES |
GB2196660B (en) * | 1986-10-29 | 1991-06-26 | Shimizu Construction Co Ltd | Wire mesh truss used as building wall element |
IT1262259B (en) * | 1993-12-23 | 1996-06-19 | Claudio Bernardinis | SPECIAL METAL STRUCTURE WELDED |
-
1996
- 1996-03-21 DE DE19611200A patent/DE19611200A1/en not_active Withdrawn
-
1997
- 1997-03-19 AT AT97104719T patent/ATE219196T1/en active
- 1997-03-19 DK DK97104719T patent/DK0796961T3/en active
- 1997-03-19 DE DE59707459T patent/DE59707459D1/en not_active Expired - Lifetime
- 1997-03-19 EP EP97104719A patent/EP0796961B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE19611200A1 (en) | 1997-10-30 |
EP0796961B1 (en) | 2002-06-12 |
ATE219196T1 (en) | 2002-06-15 |
EP0796961A1 (en) | 1997-09-24 |
DE59707459D1 (en) | 2002-07-18 |
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