US2996160A - Builder's appliances - Google Patents
Builder's appliances Download PDFInfo
- Publication number
- US2996160A US2996160A US830650A US83065059A US2996160A US 2996160 A US2996160 A US 2996160A US 830650 A US830650 A US 830650A US 83065059 A US83065059 A US 83065059A US 2996160 A US2996160 A US 2996160A
- Authority
- US
- United States
- Prior art keywords
- clips
- boom
- holes
- formwork
- beams
- 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 - Lifetime
Links
- 238000009415 formwork Methods 0.000 description 19
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229920000136 polysorbate Polymers 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
Definitions
- a steel formwork beam having an upper boom with a flat upper surface is provided at intervals along its length with resilient steel clips adapted to receive and provide seatings for a timber scantling running along the beam, the said clips being shaped so as to straddle the boom and to provide upstanding abutments limiting lateral movement of the scantling and being removably held in their working position by being sprung into gripping engagement with the boom.
- the beam When provided with such clips, the beam can securely support a timber scantling across which other formwork timbers such as planks can be laid and to which they can be easily secured by nailing.
- the upper boom has depending flanges, holes or notches can be provided in them for the reception of the outer ends of the clips which are suitably hooked.
- the upper boom is of hollow construction and can be provided with holes for the reception of hooks at the ends of the clips at any suitable location below the flat upper surface of the boom.
- the clips may be made in one piece or of two identical halves. In the former case they can usefully be provided with one or more depending lugs which, in the working position, are engaged in holes in the flat upper surface of the boom. In the latter case, each half of a clip provides one of the lateral abutments and can be provided at its inner end with a hook which, in the working position, is engaged in a hole in the flat upper surface of the boom.
- telescopic formwork beams or centres consisting of a number of beams of which the upper boom of one is slidable within the upper boom of another so that the overall length of the telescopic centre can be adjusted to any particular requirement.
- the invention can be particularly usefully applied to such beams.
- the invention includes within its scope not only the combination of beam and clips defined above but also the clips themselves. 1'
- FIGURE 1 is a perspective view of a formwork beam fitted with two clips each formed of identical halves;
- FIGURE 2 is a perspective view of one of the half clips
- FIGURE 3 shows a modification of the beam shown in FIGURE 1;
- FIGURE 4 shows another kind of formwork beam fitted with clips made in one piece.
- the beam shown in FIGURE 1 is of lattice construc- 2,996,160 Patented Aug. 15, 1961 tion and has an upper boom having a flat upper surface 12. -At intervals along its length the upper boom is provided with a series of holes 14 along its centre line and a series of holes 16 in its depending flanges 18. These holes serve to locate and receive clips 20 each made of identical halves of which one is shown separately in FIGURE 2.
- Each half clip is a resilient steel pressing having a hooked inner end 22 and a hooked outer end 24 and an upstanding portion 26. As can be seen in FIGURE 1, the inner hooked ends 22 are engaged in the holes 14 in the upper boom of the beam and the outer hooked ends 24 in the holes 16. The springiness of the half clips .is such that they can be sprung into the working position shown in FIGURE 1 and be sprung out when desired.
- a timber scantling 28 can be laid along the upper boom as shown, the clips providing seatings for it and portions 26 of the clips forming abutments limiting lateral movement of the scantling.
- Timber formwork members such as the planks 30 can then be laid across the beam and other beams arranged parallel to it and be secured in position by nails 32 driven into the scantling which, itself, can be secured in position by nails driven into it through holes 36 in the half clips.
- FIGURE 3 shows a small modification of FIGURE 1 in which the holes 16 in the depending flanges of the upper boom are replaced by notches 52 in the inturned flanges 54, the clips being lengthened accordingly.
- the beam shown in FIGURE 4 has an upper boom 38 of hollow construction but also having a flat upper surface 40. It can be arranged with that of FIGURE 1 so that the two beams constitute a telescopic floor centre or other formwork device. It is shown fitted with two clips 42. each of one-piece construction and being the equivalent of the pairs of half clips shown in FIGURE 1. Their outer ends 44 are hooked so that they can be sprung into and out of holes 46 in the hollow boom 38 below the level of the flat surface 40. In the middle they have two turned-down lugs 48 which engage in holes 50 corresponding to the holes 14 in the beam of FIGURE 1. These lugs and holes, however, are not essential.
- the inner beam (FIGURE 4) is engaged to the desired extent within the outer beam (FIGURE 1) and the clips are fitted in suitable locations to enable the scantling 28 to be supported on and to be secured to them.
- Each beam can, of course, be used by itself in appropriate circumstances and single clips or pairs of half-clips can be used as desired.
- the upper boom of the inner beam (FIGURE 4) is necessarily of smaller dimensions than that of the outer beam (FIGURE 1).
- the difference will generally not be so great as to preclude the use of identical clips or pairs of half-clips on the two beams. This has the important advantage of reducing the number of different parts to be provided by the builder. If the difference in the width of the two booms is substantial identical pairs of half-clips can be used if the holes 14 in the outer beam are enlarged or elongated transversely of the boom so that a small gap is left between the inner ends of the half-clips.
- the invention increases the usefulness of steel formwork beams in a very simple manner.
- a formwork member comprising in combination a steel beam having an upper boom with a flat upper surface and downturned flanges, said flanges having a series of holes in them and clips straddling the boom and having two upstanding abutment portions to receive between them a timber scantling, the outer ends of the clips being hooked to engage in the holes in the boom flanges.
- each clip has at least one downwardly projecting lug and the boom has a series of holes in its fiat upper surface to receive the downwardly projecting lugs of the clips.
- I t I p 4.
- each clip is formed of two identical halves each providing one of the said abutments and each terminating at its inner end in a hook which is engaged in a hole in the flat upper surface of the boom.
- a formwork member comprising in combination a steel boom having an upper boom with a fiat upper surface and downturned flanges, said flanges having a series of notches in them, and clips straddling the boom and having two upstanding abutment portions to receive be tween them a timber scantling, the outer ends of the clips 4 being hooked to engage in the notches in the boom flanges.
- each clip has at least one downwardly projecting lug and the boom has a series of holes in its fiat upper surface to receive the downwardly projecting lugs of the 7.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Aug. 15, 1961 D. A. VOlGHT 2,996,160
BUILDER'S APPLIANCES Filed July 30, 1959 2 Sheets-Sheet 1 A ftornefi Aug. 15, 1961 D. A. VOIGHT BUILDER'S APPLIANCES 2 Sheets-Sheet 2 Filed July 50, 1959 United States ,PatentfO 2,996,160 BUILDERS APPLIANCES Douglas A. Voight, New York, N.Y., assiguor to Acrow (Engineers) Limited, London, England Filed July 30, 1959, Ser. No. 830,650 Claims priority, application Great Britain July 30, 1958 7 'Claims. (Cl. 189-37) This invention relates to builders appliances.
In building construction, use is frequently made of formwork in the form of steel beams destined to support other formwork which may be of metal or wood. When that other formwork is of wood, there can be difliculty in fixing it securely in the working position and the present invention is concerned with the provision of means which can be used in conjunction with a steel formwork beam to obviate that difficulty.
In accordance with the invention, a steel formwork beam having an upper boom with a flat upper surface is provided at intervals along its length with resilient steel clips adapted to receive and provide seatings for a timber scantling running along the beam, the said clips being shaped so as to straddle the boom and to provide upstanding abutments limiting lateral movement of the scantling and being removably held in their working position by being sprung into gripping engagement with the boom.
When provided with such clips, the beam can securely support a timber scantling across which other formwork timbers such as planks can be laid and to which they can be easily secured by nailing.
If the upper boom has depending flanges, holes or notches can be provided in them for the reception of the outer ends of the clips which are suitably hooked.
In one useful form of formwork beam, the upper boom is of hollow construction and can be provided with holes for the reception of hooks at the ends of the clips at any suitable location below the flat upper surface of the boom.
The clips may be made in one piece or of two identical halves. In the former case they can usefully be provided with one or more depending lugs which, in the working position, are engaged in holes in the flat upper surface of the boom. In the latter case, each half of a clip provides one of the lateral abutments and can be provided at its inner end with a hook which, in the working position, is engaged in a hole in the flat upper surface of the boom.
For the construction of floors of substantial span it is not unusual for telescopic formwork beams or centres to be used, consisting of a number of beams of which the upper boom of one is slidable within the upper boom of another so that the overall length of the telescopic centre can be adjusted to any particular requirement. The invention can be particularly usefully applied to such beams. By making the clips of spring steel it will generally be possible to use identical clips to straddle the upper booms of the inner and outer beams in spite of the difference in the dimensions of those booms.
The invention includes within its scope not only the combination of beam and clips defined above but also the clips themselves. 1'
Some examples of the invention are shown in the accompanying drawings in which:
FIGURE 1 is a perspective view of a formwork beam fitted with two clips each formed of identical halves;
FIGURE 2 is a perspective view of one of the half clips;
FIGURE 3 shows a modification of the beam shown in FIGURE 1; and
FIGURE 4 shows another kind of formwork beam fitted with clips made in one piece.
The beam shown in FIGURE 1 is of lattice construc- 2,996,160 Patented Aug. 15, 1961 tion and has an upper boom having a flat upper surface 12. -At intervals along its length the upper boom is provided with a series of holes 14 along its centre line and a series of holes 16 in its depending flanges 18. These holes serve to locate and receive clips 20 each made of identical halves of which one is shown separately in FIGURE 2.
Each half clip is a resilient steel pressing having a hooked inner end 22 and a hooked outer end 24 and an upstanding portion 26. As can be seen in FIGURE 1, the inner hooked ends 22 are engaged in the holes 14 in the upper boom of the beam and the outer hooked ends 24 in the holes 16. The springiness of the half clips .is such that they can be sprung into the working position shown in FIGURE 1 and be sprung out when desired.
. When the beam is thus fitted with clips a timber scantling 28 can be laid along the upper boom as shown, the clips providing seatings for it and portions 26 of the clips forming abutments limiting lateral movement of the scantling. Timber formwork members such as the planks 30 can then be laid across the beam and other beams arranged parallel to it and be secured in position by nails 32 driven into the scantling which, itself, can be secured in position by nails driven into it through holes 36 in the half clips.
FIGURE 3 shows a small modification of FIGURE 1 in which the holes 16 in the depending flanges of the upper boom are replaced by notches 52 in the inturned flanges 54, the clips being lengthened accordingly.
The beam shown in FIGURE 4 has an upper boom 38 of hollow construction but also having a flat upper surface 40. It can be arranged with that of FIGURE 1 so that the two beams constitute a telescopic floor centre or other formwork device. It is shown fitted with two clips 42. each of one-piece construction and being the equivalent of the pairs of half clips shown in FIGURE 1. Their outer ends 44 are hooked so that they can be sprung into and out of holes 46 in the hollow boom 38 below the level of the flat surface 40. In the middle they have two turned-down lugs 48 which engage in holes 50 corresponding to the holes 14 in the beam of FIGURE 1. These lugs and holes, however, are not essential.
When the two beams are used in conjunction, the inner beam (FIGURE 4) is engaged to the desired extent within the outer beam (FIGURE 1) and the clips are fitted in suitable locations to enable the scantling 28 to be supported on and to be secured to them. Each beam can, of course, be used by itself in appropriate circumstances and single clips or pairs of half-clips can be used as desired.
The upper boom of the inner beam (FIGURE 4) is necessarily of smaller dimensions than that of the outer beam (FIGURE 1). The difference, however, will generally not be so great as to preclude the use of identical clips or pairs of half-clips on the two beams. This has the important advantage of reducing the number of different parts to be provided by the builder. If the difference in the width of the two booms is substantial identical pairs of half-clips can be used if the holes 14 in the outer beam are enlarged or elongated transversely of the boom so that a small gap is left between the inner ends of the half-clips.
The invention increases the usefulness of steel formwork beams in a very simple manner.
I claim:
1. A formwork member comprising in combination a steel beam having an upper boom with a flat upper surface and downturned flanges, said flanges having a series of holes in them and clips straddling the boom and having two upstanding abutment portions to receive between them a timber scantling, the outer ends of the clips being hooked to engage in the holes in the boom flanges.
2. A formwork member as claimed in claim 1, in which the upper boom is hollow and is provided below the level of the upper fiat surface of the boom with holes for the reception of the hooked ends of the clips.
3. A formwork member as claimed in claim 1, in which each clip has at least one downwardly projecting lug and the boom has a series of holes in its fiat upper surface to receive the downwardly projecting lugs of the clips. I t I p 4. A formwork member as claimed in claim 1, in which each clip is formed of two identical halves each providing one of the said abutments and each terminating at its inner end in a hook which is engaged in a hole in the flat upper surface of the boom.
5. A formwork member comprising in combination a steel boom having an upper boom with a fiat upper surface and downturned flanges, said flanges having a series of notches in them, and clips straddling the boom and having two upstanding abutment portions to receive be tween them a timber scantling, the outer ends of the clips 4 being hooked to engage in the notches in the boom flanges.
6. A formwork member as claimed in claim 5, in which each clip has at least one downwardly projecting lug and the boom has a series of holes in its fiat upper surface to receive the downwardly projecting lugs of the 7. A for'mwo rklmember, as claimed in claim 5, in which each clip' is for med' of two ideriticahhalves each providi ngone'o t'ihe said abutmentstand'each terminating at its inner end in a hook which is engaged in a hole in the flat upper surface of the boom.
keiereiices Cited in the file of this patent "UNITED STATES PATENTS 1,929,590 "Krentler octqio, 1933 '2,84'1,2'55 Kemp July 1, 19'58 FOREIGN PATENTS 2831487 Germany Apr. 16, 1915
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2996160X | 1958-07-30 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2996160A true US2996160A (en) | 1961-08-15 |
Family
ID=10919413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US830650A Expired - Lifetime US2996160A (en) | 1958-07-30 | 1959-07-30 | Builder's appliances |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2996160A (en) |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3110933A (en) * | 1960-12-30 | 1963-11-19 | Joists Inc | Nailer joists |
| US3206901A (en) * | 1959-01-16 | 1965-09-21 | Knag As A | Wall structures |
| FR2559816A1 (en) * | 1984-02-21 | 1985-08-23 | Lesage Gilles | BUILDING STRUCTURE ELEMENT, IN PARTICULAR PREFABRICATED BUILDING |
| US4669243A (en) * | 1985-11-06 | 1987-06-02 | Truswal Systems Corporation | Fire protective system and method for a support structure |
| US4729201A (en) * | 1982-08-13 | 1988-03-08 | Hambro Structural Systems Ltd. | Double top chord |
| US4856250A (en) * | 1987-04-17 | 1989-08-15 | Gronau Arthur W | Sleeper for the attachment of covering material to a surface |
| US5079891A (en) * | 1989-07-14 | 1992-01-14 | Sae Sadelmi S.P.A. | Bidimensional truss structure, particularly support for overhead electric energy transmission lines |
| US5377471A (en) * | 1992-03-25 | 1995-01-03 | Robbins, Inc. | Prefabricated sleeper for anchored and resilient hardwood floor system |
| US5544464A (en) * | 1994-04-05 | 1996-08-13 | Canam Hambro | Composite steel and concrete floor system |
| US5778621A (en) * | 1997-03-05 | 1998-07-14 | Connor/Aga Sports Flooring Corporation | Subflooring assembly for athletic playing surface and method of forming the same |
| US6122873A (en) * | 1998-06-12 | 2000-09-26 | Connor/Aga Sports Flooring Corporation | Subfloor assembly for athletic playing surface having improved deflection characteristics |
| DE10028262A1 (en) * | 2000-06-09 | 2001-12-13 | Layher W Vermogensverw Gmbh | Tarpaulin roof construction |
| US6367217B1 (en) | 1999-11-04 | 2002-04-09 | Robbins, Inc. | Sleeper assembly for resilient hardwood floor system |
| CN102209821A (en) * | 2008-11-07 | 2011-10-05 | 韩国建设技术研究院 | Profiled Steel Beams for Reinforced Concrete Composite Slabs |
| US20120247055A1 (en) * | 2009-12-14 | 2012-10-04 | Illinois Tool Works Inc. | Structural unit comprising a truss and fibrous cementitious slab building element connected together |
| US8615957B1 (en) * | 2013-02-14 | 2013-12-31 | Sacks Industrial Corporation | Light-weight metal stud and method of manufacture |
| US9708816B2 (en) | 2014-05-30 | 2017-07-18 | Sacks Industrial Corporation | Stucco lath and method of manufacture |
| US9752323B2 (en) | 2015-07-29 | 2017-09-05 | Sacks Industrial Corporation | Light-weight metal stud and method of manufacture |
| US9797142B1 (en) | 2016-09-09 | 2017-10-24 | Sacks Industrial Corporation | Lath device, assembly and method |
| US9803379B2 (en) | 2015-05-04 | 2017-10-31 | Connor Sports Flooring, Llc | Vibration damping floor system |
| US10760266B2 (en) | 2017-08-14 | 2020-09-01 | Clarkwestern Dietrich Building Systems Llc | Varied length metal studs |
| US11351593B2 (en) | 2018-09-14 | 2022-06-07 | Structa Wire Ulc | Expanded metal formed using rotary blades and rotary blades to form such |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE283487C (en) * | ||||
| US1929590A (en) * | 1932-05-31 | 1933-10-10 | Edwin G Krentler | Automobile body inside panel fastener |
| US2841255A (en) * | 1955-03-03 | 1958-07-01 | Kemp William George | Acoustical system |
-
1959
- 1959-07-30 US US830650A patent/US2996160A/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE283487C (en) * | ||||
| US1929590A (en) * | 1932-05-31 | 1933-10-10 | Edwin G Krentler | Automobile body inside panel fastener |
| US2841255A (en) * | 1955-03-03 | 1958-07-01 | Kemp William George | Acoustical system |
Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3206901A (en) * | 1959-01-16 | 1965-09-21 | Knag As A | Wall structures |
| US3110933A (en) * | 1960-12-30 | 1963-11-19 | Joists Inc | Nailer joists |
| US4729201A (en) * | 1982-08-13 | 1988-03-08 | Hambro Structural Systems Ltd. | Double top chord |
| FR2559816A1 (en) * | 1984-02-21 | 1985-08-23 | Lesage Gilles | BUILDING STRUCTURE ELEMENT, IN PARTICULAR PREFABRICATED BUILDING |
| US4669243A (en) * | 1985-11-06 | 1987-06-02 | Truswal Systems Corporation | Fire protective system and method for a support structure |
| US4856250A (en) * | 1987-04-17 | 1989-08-15 | Gronau Arthur W | Sleeper for the attachment of covering material to a surface |
| US5079891A (en) * | 1989-07-14 | 1992-01-14 | Sae Sadelmi S.P.A. | Bidimensional truss structure, particularly support for overhead electric energy transmission lines |
| US5377471A (en) * | 1992-03-25 | 1995-01-03 | Robbins, Inc. | Prefabricated sleeper for anchored and resilient hardwood floor system |
| US5544464A (en) * | 1994-04-05 | 1996-08-13 | Canam Hambro | Composite steel and concrete floor system |
| US5778621A (en) * | 1997-03-05 | 1998-07-14 | Connor/Aga Sports Flooring Corporation | Subflooring assembly for athletic playing surface and method of forming the same |
| US6122873A (en) * | 1998-06-12 | 2000-09-26 | Connor/Aga Sports Flooring Corporation | Subfloor assembly for athletic playing surface having improved deflection characteristics |
| US6367217B1 (en) | 1999-11-04 | 2002-04-09 | Robbins, Inc. | Sleeper assembly for resilient hardwood floor system |
| US6637169B2 (en) | 1999-11-04 | 2003-10-28 | Robbins, Inc. | Sleeper assembly for resilient hardwood floor system |
| DE10028262A1 (en) * | 2000-06-09 | 2001-12-13 | Layher W Vermogensverw Gmbh | Tarpaulin roof construction |
| CN102209821A (en) * | 2008-11-07 | 2011-10-05 | 韩国建设技术研究院 | Profiled Steel Beams for Reinforced Concrete Composite Slabs |
| US20110247297A1 (en) * | 2008-11-07 | 2011-10-13 | Bae Kyu Woong | Formed steel beam for steel-concrete composite beam and slab |
| US8281534B2 (en) * | 2008-11-07 | 2012-10-09 | Korea Institute Of Construction Technology | Formed steel beam for steel-concrete composite beam and slab |
| US8782993B2 (en) * | 2009-12-14 | 2014-07-22 | Illinois Tool Works Inc. | Structural unit comprising a truss and fibrous cementitious slab building element connected together |
| US20120247055A1 (en) * | 2009-12-14 | 2012-10-04 | Illinois Tool Works Inc. | Structural unit comprising a truss and fibrous cementitious slab building element connected together |
| US8615957B1 (en) * | 2013-02-14 | 2013-12-31 | Sacks Industrial Corporation | Light-weight metal stud and method of manufacture |
| US9708816B2 (en) | 2014-05-30 | 2017-07-18 | Sacks Industrial Corporation | Stucco lath and method of manufacture |
| US9803379B2 (en) | 2015-05-04 | 2017-10-31 | Connor Sports Flooring, Llc | Vibration damping floor system |
| US9752323B2 (en) | 2015-07-29 | 2017-09-05 | Sacks Industrial Corporation | Light-weight metal stud and method of manufacture |
| US9797142B1 (en) | 2016-09-09 | 2017-10-24 | Sacks Industrial Corporation | Lath device, assembly and method |
| US10760266B2 (en) | 2017-08-14 | 2020-09-01 | Clarkwestern Dietrich Building Systems Llc | Varied length metal studs |
| US11351593B2 (en) | 2018-09-14 | 2022-06-07 | Structa Wire Ulc | Expanded metal formed using rotary blades and rotary blades to form such |
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