IE55557B1 - Tridimensional metal framework for building panels - Google Patents
Tridimensional metal framework for building panelsInfo
- Publication number
- IE55557B1 IE55557B1 IE1255/84A IE125584A IE55557B1 IE 55557 B1 IE55557 B1 IE 55557B1 IE 1255/84 A IE1255/84 A IE 1255/84A IE 125584 A IE125584 A IE 125584A IE 55557 B1 IE55557 B1 IE 55557B1
- Authority
- IE
- Ireland
- Prior art keywords
- wires
- crosswise
- welded
- sheets
- oriented
- 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)
- Wire Processing (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Revetment (AREA)
- Woven Fabrics (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Two parallel lattice sheets (A6, B6), formed from a series of lengthwise wires (27a, 27b) and a series of crosswise wires (28a, 28b), each form a network of square or rectangular grids. Spacer members (31, 32, 33, 34) of these two sheets extend in a direction which is generally parallel to that of the lengthwise wires. These members are each formed from a zigzag-folded continuous wire whose successive triangular undulations slant in alternate directions in relation to the two sheets (A6, B6) and are welded at their apices alternately to these two sheets. Each of these undulations has, at its apex, a concave part (35) forming a hollow in which a crosswise wire (28a, 28b) is passed and welded. The advantage is that, by virtue of these concave parts (35), the crosswise wires are easily installed exactly at the apex of the undulations and are automatically held at that place during the welding operation. <IMAGE>
[EP0127582A2]
Description
The author of the present invention had previously conceived and proposed a metal framework for building panels which comprises on the one hand two paral-led layers of netting, each composed of a series of lengthwise oriented wires and of a series of crosswise oriented wires welded together to form the netting, and on the other hand spacing elements oriented substantially in the same direction as one of the series of wires and positioned obliquely in relation to the layers of netting. In the previous arrangement, the spacing elements consist of lengths of wire bent in the shape of a zig-zag, the alternate elbows of the zig-zag having the opposite inclination in relation to the layers of netting and being welded to the two layers of netting at their tips.
It was found in practice that it was difficult to position and weld the wires of the two layers exactly at the tips of the elbows. For instance, when the crosswise oriented wires of the netting were welded on these tips, and the lengthwise oriented wires welded at the same time on the crosswise oriented wires, the following difficulties were encountered, which complicate the automatic' production of such frameworks. First and as was mentioned above, it is difficult to position simultaneously ,all the crosswise oriented wires on the tips of the elbows. Further, when on the one hand the - 3 - lengthwise oriented wires and the crosswise oriented wires are welded electrically together (to form the layers of netting) and on the other hand the crosswise oriented wires are welded at their intersection with the lengthwise oriented wires on the tips of the elbows of the spacing elements, it is necessary to exert a pressure with one of the electrodes on the crosswise and lengthwise oriented wires at their intersections on the tips of the elbows. This pressure tends to displace the crosswise oriented wires from the tips of the elbows, which results in the framework being of poor quality.
It is the object of the present invention to obviate this serious drawback and accordingly, the invention provides a tridimensional framework for building panels comprising on the one hand two parallel layers of netting, each composed of a series of lengthwise oriented wires and of a series of crosswise oriented wires welded together to form the said layers of netting and on the other hand spacing elements oriented substantially in the same direction as one of the said series of wires and positioned obliquely in relation to the layers of netting, these spacing elements consisting each of a length of wire bent in the shape of a zig-zag, the alternate elbows of the zig-zag having an opposite inclination in relation to the said layers of netting, each elbow of the spacing elements being provided at the tip with a concave section forming a hollow, into which is placed and welded one wire of one of the said series of one of the said layers of netting.
The accompanying drawings illustrate by way of example an embodiment of the metal framework of the invention.
Fig. 1 is a perspective view thereof.
Fig. 2 is a fragmentary cross sectional view taken on line 2-2 of Fig. 1,
Fig. 3 is an enlarged fragmentary view similar to Fig. 2.
The embodiment shown on Fig. 1 to 3 comprises two layers of netting A6, B6. These nettings form a plane and consist of parallel wires oriented lengthwise 27a, 27b and of parallel wires oriented crosswise 28a, 28b, to define rectangular or square meshes. In the embodiment illustrated on Fig. 1, one of the net- tings is displaced relatively to the other in the lengthwise direction and in the crosswise direction by half the length/width of a mesh. This displacement - its reasons will be given further - could however be different.
The spacing elements 31, 32, 33, 34 each consisting of a length of wire bent in the shape of a zig-zag as shown on Fig. 1 are placed between the two layers of netting A6, R6. These spacing elements are substantially disposed in ihe lengthwise direction of the layers of netting.
The lower elbows 31a, 32a, 33a, etc... of the spacing wires are found resting on a crosswise oriented wire 2Ba of the netting A6 at points where the crosswise oriented wire intersects with lengthwise oriented wires. At each point, a spacing wire 31, 32, or 33 and two wires 27a and 28a of the netting A6 are welded electrically together.
In the same manner, each upper elbow 31b, 32b, 32c etc... of the spacing wires 31, 32, 33 is found positioned under a crosswise oriented wire 28b of the netting B6 at points where the crosswise oriented wire intersects with lengthwise oriented wires. At each such point·, a spacing wire 31, 32, or 33 and two wires 27b and 28b of the netting 86 are electrically welded together.
It can be seen that the spacing wires, including their elbows, are located between the two layers of net- \ ting ft6, 86, which facilitates the fabrication of the -5- metal framework.
It can be seen on Fig* 1 that each spacing ele-mnr.t 31, 32, 33 forms triangles inclined alternatively leftwards arid rightwards in a symmetrical manner. Thus, the triangles of the spacing element 31, which are welded to the first on the left lengthwise oriented wire 27b are inclined leftwards, while the triangles of this spacing element which are welded to the second on the left lengthwise oriented wire 27b are inclined rightwards. This arrangement can be clearly seen on Fig. 2.
To facilitate the accurate positioning of the crosswise oriented wires on the tips of the triangles of the spacing elements and to avoid their displacement during welding, each tip is provided(Fig. 2 and 3) with a concave section 35 forming a hollow in which is nested to be welded a crosswise oriented wire 26a, resp* 28b.
The crosswise oriented wires are thus positioned exactly on the tip of each triangle, i*e. in the hollow provided on the tip. When electrodes are used to weld electrically the wires as indicated by the arrows on Fig. 2, the pression exerted on the crosswise oriented wires does not tend to displace these wires from the tips as was the case when these tips were convex or projecting.
In a variant of the invention, the wires which were disposed crosswise are disposed lengthwise and conversely. In this case, the spacing elements are disposed in generally the same direction as the crosswise wires, while in,the embodiment described previously they were disposed in generally the same direction as -6- the lengthwise oriented mires.
The term "mire" used to designate the different elements composing the described framework should be understood in a broad sense encompassing the various 5 metal elements used for reinforcing concrete.
Further, the term "triangle" used to describe the shape of the successive waves of the zig-zags which form the spacing elements should be understood in a broad sense, and not according to its precise and nar-10 row definition in geometry.
Claims (2)
1. 3. A framework according to claim 1 or 2, wherein the lengthwise oriented wires of the two layers of netting are the wires which are placed and welded in the said hollows. 5 4. A framework for building panels as claimed in claim 1, substantially as hereinbefore described with reference to and as illustrated in the accompanying drawings. Dated this the 21st day of May, 1984 F. 'sJTkEHX & CQ. BY EXECUTIVE Χΐά.. ,,. ..-.
2. 7 Clyde Road, Ballsbridge, Dublin 4 AGENTS FOR THE APPLICANTS.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH2923/83A CH653080A5 (en) | 1983-05-27 | 1983-05-27 | THREE-DIMENSIONAL METAL FRAMEWORK FOR CONSTRUCTION PANELS. |
Publications (2)
Publication Number | Publication Date |
---|---|
IE841255L IE841255L (en) | 1984-11-27 |
IE55557B1 true IE55557B1 (en) | 1990-10-24 |
Family
ID=4244660
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
IE1255/84A IE55557B1 (en) | 1983-05-27 | 1984-05-21 | Tridimensional metal framework for building panels |
Country Status (14)
Country | Link |
---|---|
EP (1) | EP0127582A3 (en) |
JP (1) | JPS60148947A (en) |
AR (1) | AR231658A1 (en) |
AU (1) | AU2872584A (en) |
BR (1) | BR8402530A (en) |
CH (1) | CH653080A5 (en) |
ES (1) | ES287858Y (en) |
GR (1) | GR81794B (en) |
IE (1) | IE55557B1 (en) |
IL (1) | IL71897A0 (en) |
MA (1) | MA20124A1 (en) |
PT (1) | PT78645B (en) |
TR (1) | TR21897A (en) |
ZA (1) | ZA843949B (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2068110B1 (en) * | 1992-12-18 | 1996-12-16 | Herman Storch | A STRUCTURAL MESH, TO BE USED IN RESISTANT COMPONENTS OF CONSTRUCTION SYSTEMS. |
IT1262259B (en) * | 1993-12-23 | 1996-06-19 | Claudio Bernardinis | SPECIAL METAL STRUCTURE WELDED |
AT409506B (en) * | 2000-09-13 | 2002-09-25 | Krismer Josef | Grid structure bent in wave shape |
WO2008014727A1 (en) * | 2006-08-02 | 2008-02-07 | G. Tröster E. K. | Substructure for a construction that is self-supporting without the substructure and use of the substructure |
KR100767186B1 (en) | 2006-12-22 | 2007-10-15 | 전남대학교산학협력단 | A light weight sandwich panel with a core constructed of wires and the manufacturing method of the same |
US8079197B2 (en) * | 2007-01-19 | 2011-12-20 | Suarez Sr Felix E | Interlocking mesh |
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 (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2363641A1 (en) * | 1973-12-20 | 1975-06-26 | Julius Georg Stefan Dip Keller | Concrete slab lattice-girder-and-mesh reinforcement - with M-loops fitting lattice tops and hooked on mesh cross rods |
CA1145228A (en) * | 1980-03-21 | 1983-04-26 | Gary R. Hollingsworth | Wire matrix |
GR76427B (en) * | 1981-07-28 | 1984-08-10 | Beaumond Jean J |
-
1983
- 1983-05-27 CH CH2923/83A patent/CH653080A5/en not_active IP Right Cessation
-
1984
- 1984-05-21 IE IE1255/84A patent/IE55557B1/en unknown
- 1984-05-23 GR GR74803A patent/GR81794B/el unknown
- 1984-05-23 IL IL71897A patent/IL71897A0/en unknown
- 1984-05-24 TR TR21897A patent/TR21897A/en unknown
- 1984-05-24 ZA ZA843949A patent/ZA843949B/en unknown
- 1984-05-24 AR AR296763A patent/AR231658A1/en active
- 1984-05-24 ES ES1984287858U patent/ES287858Y/en not_active Expired
- 1984-05-25 EP EP84810257A patent/EP0127582A3/en not_active Withdrawn
- 1984-05-25 AU AU28725/84A patent/AU2872584A/en not_active Abandoned
- 1984-05-25 PT PT78645A patent/PT78645B/en unknown
- 1984-05-25 MA MA20346A patent/MA20124A1/en unknown
- 1984-05-28 JP JP59109303A patent/JPS60148947A/en active Pending
- 1984-11-27 BR BR8402530A patent/BR8402530A/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP0127582A3 (en) | 1985-06-19 |
IL71897A0 (en) | 1984-09-30 |
ZA843949B (en) | 1985-01-30 |
ES287858Y (en) | 1986-07-16 |
AU2872584A (en) | 1984-11-29 |
BR8402530A (en) | 1985-04-02 |
PT78645B (en) | 1986-05-30 |
IE841255L (en) | 1984-11-27 |
ES287858U (en) | 1985-12-16 |
EP0127582A2 (en) | 1984-12-05 |
CH653080A5 (en) | 1985-12-13 |
PT78645A (en) | 1984-06-01 |
MA20124A1 (en) | 1984-12-31 |
AR231658A1 (en) | 1985-01-31 |
TR21897A (en) | 1985-10-11 |
JPS60148947A (en) | 1985-08-06 |
GR81794B (en) | 1984-12-12 |
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