EP0744000A1 - Lattice-type beam for reinforcing cast walls or floors - Google Patents
Lattice-type beam for reinforcing cast walls or floorsInfo
- Publication number
- EP0744000A1 EP0744000A1 EP95907501A EP95907501A EP0744000A1 EP 0744000 A1 EP0744000 A1 EP 0744000A1 EP 95907501 A EP95907501 A EP 95907501A EP 95907501 A EP95907501 A EP 95907501A EP 0744000 A1 EP0744000 A1 EP 0744000A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- longitudinal
- sheet
- truss
- spacers
- diagonal 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.)
- Withdrawn
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
- E04C5/065—Light-weight girders, e.g. with precast parts
Definitions
- the invention relates to a truss for the reinforcement of walls or ceilings consisting of casting compounds, consisting of two longitudinal straps and diagonal bars running between them, the diagonal bars being formed by a steel strip which is bent in a zigzag shape and which extends at its bends with the same Sheet steel belts are connected to existing profiled longitudinal belts.
- the invention has set itself the goal of creating a truss of the type mentioned that is easy to manufacture and still largely rigid.
- a supporting structure should also be able to be formed from such trusses in a simple manner.
- the width of the sheet steel strip of the diagonal bars which is also channel-shaped, and the width of the longitudinal straps extend transversely to the longitudinal center plane of the truss and that the steel sheet strip of the diagonal bars has a piece running parallel to the longitudinal straps in the region of the nodes.
- the sheet steel strip can be obtained by cutting galvanized sheets and then deformed. Since the zinc also has the property of migrating to the cut edges, these cut edges are also protected against corrosion.
- a structure made of truss girders according to the invention can be formed in a simple manner by spacing the longitudinal belts Have bores and at least two approximately parallel truss girders are connected by spacers also provided with bores by means of connecting elements seated in the bores, the spacers consisting of a galvanized sheet steel strip.
- connection of the longitudinal belts to the spacers does not need to absorb large forces, it only serves to secure the truss girders inserted into a mold, a casting compound, in particular concrete or lightweight concrete, being subsequently poured into the mold.
- the connecting members are designed as plastic plugs which have resilient tabs provided with a shoulder which spring into the bores when they are inserted and then spring back. Such plastic plugs only need to be pressed into the holes and then ensure the cohesion of the longitudinal belts with the spacers.
- the plastic plugs can also be used by a simple measure to achieve a safe embedding of the structure in the casting compound.
- This simple measure consists in the fact that the plastic plugs protrude beyond the spacers on the side opposite the tab. Therefore, the plastic plugs inevitably maintain a distance between the walls of the mold and the structure.
- FIG. 1 shows a structure according to the invention made of truss girders and
- FIG. 2 shows the side view of a truss girder.
- FIG. 3 shows, on an enlarged scale, a section through the connection point between a longitudinal belt and a spacer.
- a truss consists of two longitudinal straps 1 and 2 and diagonal bars 3 running between them. Both the longitudinal straps 1 and 2 and the diagonal bars 3 each consist of a galvanized sheet steel strip which is deformed in a channel shape.
- the diagonal bars 3 are somewhat narrower than the longitudinal belts 1 and 2 and are formed by a continuous sheet steel strip which is connected to the longitudinal belts at the nodes 4 by pressing. The bulges formed during the pressing are denoted by 5 in FIG. 2.
- the sheet steel strip of the diagonal bars 3 in the area of the nodes 4 has a parallel to the Longitudinal straps 1 and 2 extending piece in which the steel sheet band and the longitudinal straps 1, 2 are pressed together.
- Truss girder interconnected by spacers 6 are of the same design as the longitudinal belts 1, i.e. they consist of a galvanized sheet steel strip and have the same shape and
- Spacers 6 are made by means of plastic plugs 7, which have resilient tabs 8.
- a shoulder 9 is provided in the area of the resilient tabs 8 and a cylindrical part 10 extends opposite the tabs 8 and ends in an all-round shoulder 11. In the area of the flap 8
- Both the longitudinal belt 1 and the spacer 6 are provided with holes 12 through which the plastic plug 7 is inserted.
- a kind of snap fastener can also be used to connect the spacers 6 to the longitudinal belts 1, 2.
- the sheet steel strip can have further, but also other deformations or bends, by means of which the strength can be increased.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Medicines That Contain Protein Lipid Enzymes And Other Medicines (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0026894A AT403602B (en) | 1994-02-10 | 1994-02-10 | SPECIALTY RACK FOR REINFORCING WALLS OR CEILINGS |
AT268/94 | 1994-02-10 | ||
PCT/AT1995/000028 WO1995021973A1 (en) | 1994-02-10 | 1995-02-09 | Lattice-type beam for reinforcing cast walls or floors |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0744000A1 true EP0744000A1 (en) | 1996-11-27 |
Family
ID=3486026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95907501A Withdrawn EP0744000A1 (en) | 1994-02-10 | 1995-02-09 | Lattice-type beam for reinforcing cast walls or floors |
Country Status (10)
Country | Link |
---|---|
US (1) | US5974759A (en) |
EP (1) | EP0744000A1 (en) |
JP (1) | JPH09508684A (en) |
AT (1) | AT403602B (en) |
AU (1) | AU1570395A (en) |
CA (1) | CA2183105A1 (en) |
DE (1) | DE9404142U1 (en) |
IL (1) | IL109019A (en) |
RU (1) | RU2144120C1 (en) |
WO (1) | WO1995021973A1 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5816440A (en) * | 1997-03-01 | 1998-10-06 | Shields; Jack W. | Overfolded sterile glove dispensers |
CA2271403A1 (en) * | 1999-04-22 | 2000-10-22 | Georges Gosselin | Bolted metal joist |
US6758022B1 (en) * | 1999-08-25 | 2004-07-06 | Mitek Holdings, Inc. | Structural framework and webs therefor |
FR2814480B1 (en) * | 2000-09-26 | 2008-10-17 | Soc Civ D Brevets Matiere | REINFORCING CAGE FOR AN ARMED CONCRETE ELEMENT |
US6920724B1 (en) | 2001-01-04 | 2005-07-26 | Epic Metals Corporation | Bracket for a structural panel and a structural panel made with such a bracket |
US8959868B2 (en) * | 2012-09-17 | 2015-02-24 | Bluescope Buildings North America, Inc. | Truss system |
US20170073969A1 (en) * | 2015-09-16 | 2017-03-16 | Ryan Kriston | Systems and methods for bearing a load |
US10724563B1 (en) * | 2019-04-08 | 2020-07-28 | Reinke Manufacturing Co., Inc. | Truss rod coupling device |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR467993A (en) * | 1913-04-09 | 1914-06-25 | Henry Lossier | Removable auxiliary chord beam |
DE331016C (en) * | 1919-12-28 | 1920-12-28 | Adlerwerke Kleyer Ag H | Frameless sliding window with pull hinge |
US1865059A (en) * | 1929-07-18 | 1932-06-28 | Budd Edward G Mfg Co | Girder construction |
US2136071A (en) * | 1937-06-14 | 1938-11-08 | Elmer A Braden | Metallic truss beam and joint therefor |
US2284898A (en) * | 1939-11-29 | 1942-06-02 | Rudolph B Hartman | Structural system |
DE835647C (en) * | 1949-12-04 | 1952-04-03 | Herbert Karl Baelz | Lattice girders, especially as reinforcement in reinforced concrete construction |
US2865059A (en) * | 1956-04-13 | 1958-12-23 | Douglas J Scriven | Metal joist bridging |
AT222866B (en) * | 1960-08-27 | 1962-08-10 | Bautechnik Anstalt | Carriers, in particular for building purposes |
US3122224A (en) * | 1961-03-30 | 1964-02-25 | Armco Steel Corp | Metallic structural element |
FR1370057A (en) * | 1962-07-03 | 1964-08-21 | Rheinbau Gmbh | Spacers for truss joists |
DE1659069A1 (en) * | 1968-02-21 | 1970-12-10 | Datz Dr Hermann | Light steel lattice girders for assembly ceilings |
FR2207543A5 (en) * | 1972-11-20 | 1974-06-14 | Setm Equipements | |
FR2221604A1 (en) * | 1973-03-15 | 1974-10-11 | Ducharme Raymond | Metal reinforcing for concrete etc. - has bars braced with V-shaped cross-pieces of continuous metal sheet |
FR2265002A1 (en) * | 1974-03-21 | 1975-10-17 | Erfi | Rapid action fixing element - is plastics or metal plug with slotted insertion end |
AT331016B (en) * | 1974-05-28 | 1976-07-26 | Katzenberger Helmut | CARRIER |
US4739543A (en) * | 1987-06-08 | 1988-04-26 | Ford Motor Company | Push pin retainer |
-
1994
- 1994-02-10 AT AT0026894A patent/AT403602B/en not_active IP Right Cessation
- 1994-03-11 DE DE9404142U patent/DE9404142U1/en not_active Expired - Lifetime
- 1994-03-17 IL IL109019A patent/IL109019A/en not_active IP Right Cessation
-
1995
- 1995-02-09 RU RU96118104A patent/RU2144120C1/en active
- 1995-02-09 WO PCT/AT1995/000028 patent/WO1995021973A1/en not_active Application Discontinuation
- 1995-02-09 JP JP7520845A patent/JPH09508684A/en active Pending
- 1995-02-09 EP EP95907501A patent/EP0744000A1/en not_active Withdrawn
- 1995-02-09 CA CA002183105A patent/CA2183105A1/en not_active Abandoned
- 1995-02-09 AU AU15703/95A patent/AU1570395A/en not_active Abandoned
- 1995-02-09 US US08/693,278 patent/US5974759A/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
See references of WO9521973A1 * |
Also Published As
Publication number | Publication date |
---|---|
IL109019A (en) | 1997-06-10 |
RU2144120C1 (en) | 2000-01-10 |
DE9404142U1 (en) | 1994-07-21 |
CA2183105A1 (en) | 1995-08-17 |
JPH09508684A (en) | 1997-09-02 |
WO1995021973A1 (en) | 1995-08-17 |
AT403602B (en) | 1998-04-27 |
US5974759A (en) | 1999-11-02 |
ATA26894A (en) | 1997-08-15 |
IL109019A0 (en) | 1994-06-24 |
AU1570395A (en) | 1995-08-29 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19960809 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE DE ES FR GB IT NL SE |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
17Q | First examination report despatched |
Effective date: 19990813 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20000304 |