MX2007011613A - Formwork panel for walls and columns. - Google Patents
Formwork panel for walls and columns.Info
- Publication number
- MX2007011613A MX2007011613A MX2007011613A MX2007011613A MX2007011613A MX 2007011613 A MX2007011613 A MX 2007011613A MX 2007011613 A MX2007011613 A MX 2007011613A MX 2007011613 A MX2007011613 A MX 2007011613A MX 2007011613 A MX2007011613 A MX 2007011613A
- Authority
- MX
- Mexico
- Prior art keywords
- panel
- formwork
- sides
- walls
- panels
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 33
- 230000008878 coupling Effects 0.000 claims abstract description 15
- 238000010168 coupling process Methods 0.000 claims abstract description 15
- 238000005859 coupling reaction Methods 0.000 claims abstract description 15
- 239000002184 metal Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000014759 maintenance of location Effects 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 238000009416 shuttering Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 235000013290 Sagittaria latifolia Nutrition 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 235000015246 common arrowhead Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 210000000056 organ Anatomy 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
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
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/023—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
-
- 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
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G17/042—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Lining And Supports For Tunnels (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
A panel consisting of a single covering member constituting the formwork surface and having folded edges forming the panel sides. The panel is lined with transverse and longitudinal reinforcing members and has coupling means provided on some of the side edges and on the inside thereof for joining together the sides of two adjacent panels in the case of wall formwork, or for joining one panel perpendicularly to another panel to define the cross-section of a column by perpendicularly coupling together four panels.
Description
PANEL FOR FORMING WALLS AND PILLARS DESCRIPTION The present invention is intended to provide a panel of advantageous features for the formwork of walls and pillars. As is known, the construction of works presents the need to formwork the elements of the structure, in particular walls and pillars. At present, different types of formwork panels are available to determine the volume that the wall will occupy once the reinforcements are placed and the concrete is poured, and also panels for the construction of pillars are available in which the assembly of the pillars must be resolved. different panels forming a closed enclosure by the lateral faces that has the structure of the pillar, that is to say, usually straight prismatic, very elongated. The object of the present invention is to provide panels that can simultaneously be used for the formwork of walls and pillars. Another object of the present invention is the realization of the panels for formwork of walls and pillars simply in bent sheet metal and reinforcing crosspieces, avoiding the structures usually used
of tubular type forming a frame and separately the plate that determines the face of formwork. Another object of the present invention is to provide means for quick and secure coupling of the wall panels by their side edges. Another object of the present invention is to provide means for coupling the panels perpendicularly to one another in an adjustable manner to achieve the formwork of a pillar of variable dimensions. The objectives of the present invention are achieved by the constitution of the formwork panel by means of a sheet metal element bent at the edges forming separate L-shaped profiles, to delimit the lateral edges of the formwork panel and receiving interiorly stringers and cross members also in shape of profiles, for example, U-shaped profiles, for the reinforcement of the panel and for receiving the interconnection elements of the panels laterally for the wall formwork or perpendicularly for the formwork of pillars. The connecting elements of the panels to each other are constituted by threaded rods with an arrow head that are preferably associated with two sides of the panel, allowing the joining of the panels with
others adjacent to penetrate the head in the shape of an arrowhead inside a hole of conjugated form of the panel mounted in opposition, allowing its rotation to prevent its exit. The fixing of each one of the retaining elements is carried out simply by a nut with easily manipulated fins which is threaded along it and which is applied by tightening in a false bridge fixed in turn to the sides of the panel. The mentioned elements of union with the adjacent panels, composed of the rod of union with head in arrowhead and the nut of fixation fins as well as the bridge of tightening, has dimensions such that they are included in the width corresponding to the sides of the panel, so that they do not protrude transversely to the panel in order to allow easy stacking and transport. For the coupling of the panels by their side edges for the formwork of walls, it is provided that all the sides of the panel will be provided with multiple openings conjugated to the fastening elements explained, ie in a conjugate to the tip of arrow or the like of the ends of the threaded rods in order to allow the coupling of panels side by side in the desired height positions.
The fastening elements of the panels by their side edges for the formwork of walls will be arranged preferably on two perpendicular sides of the panel and will be mounted on panels off center with respect to others to prevent that when joining panels on the faces provided with fixing elements, the interference of the fixing elements of a panel with those of the adjacent one may occur. To allow the panels to be mounted perpendicularly to the wall formwork, provision is made on the internal face of the panel, that is, opposite the formwork face, of specific profiles provided with a row of openings for coupling the pointed heads of arrow or the like of the fastening elements of another panel, which in this way will allow fixing one panel to another perpendicularly to each other to delimit the prismatic space of a column. For better understanding, drawings corresponding to an embodiment of the present invention are attached as explanatory but not limiting examples. Figures 1, 2 and 3 show views of a panel showing two of its side edges and a view of the
raised on the back side of the panel. Figure 4 shows a view with two panels coupled by their smaller sides. Figure 5 is a view similar to Figure 4 showing two panels coupled by their longer sides. Figures 6 and 7 show respectively an elevation view and partial section and a plan view of the panels of the invention arranged for the formwork of a pillar. As seen in the figures, the panel for shuttering walls and pillars object of the present invention comprises a sheet metal element which determines the shuttering face of the shuttering panel itself -1- rectangular shape with four sides -2 -, -3-, -4- and -5- whose structure preferably corresponds to an L-shaped profile as seen in figure 6, showing the sides -6- and -7- that, by bending of the sheet , constitutes the sides of the panel, which replace the usual tubular elements. The panel is reinforced by a variable number of crosspieces -8-, -8 '-... as well as stringers such as those indicated with the numerals -9- and -10-.
All the sides -2-, -3-, -4- and -5- of the panel are provided with multiple orifice alignments such as those indicated with the numerals -11-, -11'-, -11"-... in figure 1 and -12-, -12'-, -12"-... in figure 3. This allows the coupling of panels by their sides for the formwork of walls, as shown in figures 4 and 5, having shown in Figure 4 two panels -13- and -14-joined by its smaller sides -15- and -16- and in Figure 5, two panels -17- and -18- joined by two of its sides older -19- and -20-. The joining of two panels by their sides is preferably effected by the arrangement of coupling elements in the internal part of two perpendicular sides of the panels, as shown in figure 2, in which two fixing elements respectively have been represented. on the sides -2- and -3-, which have been designated with the numerals -21- and -21'- as well as -22- and -22'-. Said fixing devices are composed of a threaded rod -23-, figure 2, completed in a head -24- which is conjugated transverse shape of the lateral holes -11-, 11 ', -11" -... and -12-, -12'-, -12"-..., all of which are the same. The rod -23- is mounted on a support bridge -25- fixed in turn to the
side panel and externally receives a robust nut -26- easy handling for tightening the clamping device whose operation is evident, since it works simply by introducing the arrowhead or the like into the hole -24- panel faced , it being retained therein after rotation, for example 90 °, of the rod, so that the head -24- arrowhead be disposed transversely to the corresponding hole, after which the tightening effected by the nut -26-. As will be understood, the specific shape of the head of the fixation device may vary between wide limits provided that the condition that its shape is conjugated to that of the hole on the side of the panel in which it is to be fixed and that its fixation has place after a turn that prevents its exit. Thus, for example, any type of hook could be used as long as it complies with the aforementioned cross-sectional characteristics of the conjugate tip of the corresponding hole shape and with holding capacity after an angular rotation to prevent its exit. Next, the means used in the panel object of the present invention will be described to allow its
Formwork assembly of pillars, as shown in Figure 6 and 7. Figure 7 shows four panels coupled perpendicularly to each other, indicated by the numbers -27-, -28-, -29- and -30 - which determine a central space -31- corresponding to the desired cross section for the pillar. To allow the coupling of said panels, these internally have profiles, for example, -32- and -33-, parallel to the formwork face and provided with respective alignments of coupling holes of fastening elements in the same way as those shown in figures 1 and 3. In this way, the fixing elements of the lateral edges of a panel, for example, the panel -30- of figures 6 and 7, and which have been designated with the numerals -34- and -35-, can be inserted in the desired holes of the transversal profiles of the perpendicularly arranged panel, in the case represented by the panel -29-, the fixing being carried out in the same way as that which takes place for the lateral extension of the panels for the wall formwork. For the coupling of two panels parallel to each other, for the formwork of double-sided walls, the panels have through holes to introduce the corresponding braces, which have been indicated with the
As it is understood, by means of the embodiment of the shuttering panels object of the present invention, a rational and economic manufacturing of the same is possible, as well as the same. a remarkable facility for the storage and transfer of the panels without interfere of organs to each other and likewise a big facility of adaptation so much for the shuttering of walls as for the shuttering of pillars of different dimensions. Although the invention has been represented and explained with reference to a preferred example, it will be understood that it is not limited to what has been described above and shown in the figures since any person skilled in the art, in view of what is given to know in the present invention, may introduce multiple variants that will be included in the scope of the present invention as long as they correspond to the definition of the invention according to the appended claims.
Claims (6)
- CLAIMS 1. Panel for formwork of walls and pillars, characterized by its constitution by means of a sheet metal element that constitutes the face of formwork, and that has bent edges that constitute the sides of the panel, which is internally provided with crossbars and reinforcement beams and that presents in some of its lateral edges and internally, coupling devices to fix two adjacent panels by their sides, for the formwork of walls, or one panel perpendicularly to another to determine by means of the perpendicular coupling of four panels the section cross section of a pillar.
- 2. Panel for formwork of walls and pillars, according to claim 1, characterized in that the sides of the panel have alignments of multiple holes whose shape is conjugated to that of the fixing elements housed inside the sides of the panels, to allow its entry and stop arrangement preventing its exit after rotation of the retention element.
- 3. Panel for formwork walls and pillars, according to claim 1, characterized in that the fasteners have rods moveable on bridges associated in the internal part of the sides of the panel, finished in a head in the form of hook of transverse form conjugated with that of the holes of the own laterals and susceptible of retention in the same after a turn according to a certain angle.
- 4. Panel for formwork of walls and pillars, according to claim 3, characterized in that the hooked ends of the retaining elements take the form of an arrowhead.
- 5. Panel for formwork of walls and pillars, according to claim 3, characterized in that the rods of the fastening elements are threaded, carrying coupled quick-acting nuts for fixing on the bridges of the sides after their introduction into the holes of the adjacent panel and its angle turn to prevent its exit.
- 6. Panel for formwork of walls and pillars, according to claim 1, characterized by the provision of profiles on the inside of the panel with equal holes that the sides of the panel itself to allow the coupling of the panels perpendicularly to each other for the formwork of pillars.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200500834A ES2247944B1 (en) | 2005-04-11 | 2005-04-11 | PANEL FOR WALLING AND WALL PILLARS. |
PCT/ES2006/000173 WO2006108895A1 (en) | 2005-04-11 | 2006-04-10 | Panel for shuttering walls and pillars |
Publications (1)
Publication Number | Publication Date |
---|---|
MX2007011613A true MX2007011613A (en) | 2007-10-18 |
Family
ID=35986453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MX2007011613A MX2007011613A (en) | 2005-04-11 | 2006-04-10 | Formwork panel for walls and columns. |
Country Status (8)
Country | Link |
---|---|
US (1) | US20080184665A1 (en) |
EP (1) | EP1870537A4 (en) |
BR (1) | BRPI0609408A2 (en) |
ES (1) | ES2247944B1 (en) |
MA (1) | MA29418B1 (en) |
MX (1) | MX2007011613A (en) |
UA (1) | UA91356C2 (en) |
WO (1) | WO2006108895A1 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2284414B1 (en) * | 2007-05-11 | 2008-06-16 | Sistemas Tecnicos De Encofrados, S.A. | "PANEL FOR THE WALLING OF WALLS AND PILLARS". |
ES2329747B1 (en) * | 2008-01-11 | 2010-06-01 | Sistemas Tecnicos De Encofrados S.A. | FORMWORK PANEL FOR PILLARS AND WALLS. |
FR2956140B1 (en) * | 2010-02-09 | 2015-05-08 | Eurobress | INTEGRATED LOCKING DEVICE FOR MODULAR FORMWORK BRANCH |
CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
CN102535836A (en) * | 2012-02-28 | 2012-07-04 | 张应征 | Shear wall or vertical column formwork for construction |
CN103243907A (en) * | 2013-05-10 | 2013-08-14 | 江苏南通二建集团有限公司 | Novel shear wall template reinforcing system |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2151210A (en) * | 1936-04-03 | 1939-03-21 | Economy Forms Corp | Mold form for circular concrete walls |
US2297899A (en) * | 1941-03-25 | 1942-10-06 | Flangelock Patents Corp | Structural form for concrete and locking means therefor |
US2595286A (en) * | 1948-11-30 | 1952-05-06 | Lowell M Otte | Sectional metal concrete column form |
US3877674A (en) * | 1973-02-16 | 1975-04-15 | Blaw Knox Const Equipment | Spring lock means for connecting abutting form panels |
US3862737A (en) * | 1973-10-01 | 1975-01-28 | Hoover Ball & Bearing Co | Concrete form panels and locking means therefor |
DE2460867C3 (en) * | 1974-12-21 | 1980-10-09 | Friedrich 7250 Leonberg Eger | Device for connecting formwork elements |
DE2531463A1 (en) * | 1975-07-15 | 1977-02-03 | Molfenter Kg | Concrete wall form panels bracing connection - with paired coaxial tubes centering bolts and retractable bracing anchors |
GB1520259A (en) * | 1975-11-27 | 1978-08-02 | Maquinaria Y Utiles Para La Co | Demountable and extensible metal shuttering for the concreting of pillars walls and girders |
JPS54117134A (en) * | 1978-03-04 | 1979-09-11 | Suzuki Kogyo Kk | Fastening metal fittings of panel for prefabricated pool |
ES8205034A1 (en) * | 1981-08-14 | 1982-05-16 | Maquinaria Y Utiles Para La Co | Metal formwork system (Machine-translation by Google Translate, not legally binding) |
ES268619Y (en) * | 1981-08-20 | 1983-12-01 | JOINT DEVICE FOR FORMWORK PANELS AND THE CONFORMATION OF PARAMENTS WITH SUPPORTING TUBES. | |
DE3838488A1 (en) * | 1988-11-12 | 1990-05-17 | Maier Josef | CONTROL PANEL |
US4975009A (en) * | 1989-05-24 | 1990-12-04 | Easton John T | Bolt and wedge assembly for panel units |
ES1016653Y (en) * | 1991-03-25 | 1992-09-16 | Maquiobras, S.A. | PERFECTED FORMWORK DEVICE. |
US5616271A (en) * | 1994-07-05 | 1997-04-01 | Symons Corporation | Concrete forming chamfer strip |
ES1030666Y (en) * | 1995-03-30 | 1996-03-01 | Sistemas Tecnicos De Encofrado | PERFECTED FORMWORK FOR CONCRETE PILLARS. |
US5979138A (en) * | 1997-12-12 | 1999-11-09 | Allen; Timothy R. | Adjustable concrete forms |
ES1042559Y (en) * | 1999-04-13 | 2000-02-01 | Encofrados J Alsina Sa | FORMWORK FOR PILLARS. |
US6676102B1 (en) * | 2000-02-18 | 2004-01-13 | Symons Corporation | Adjustable modular form system and method for rectilinear concrete column form |
US6691976B2 (en) * | 2000-06-27 | 2004-02-17 | Feather Lite Innovations, Inc. | Attached pin for poured concrete wall form panels |
-
2005
- 2005-04-11 ES ES200500834A patent/ES2247944B1/en active Active
-
2006
- 2006-04-10 MX MX2007011613A patent/MX2007011613A/en not_active Application Discontinuation
- 2006-04-10 BR BRPI0609408-2A patent/BRPI0609408A2/en not_active Application Discontinuation
- 2006-04-10 EP EP06743432.4A patent/EP1870537A4/en not_active Withdrawn
- 2006-04-10 WO PCT/ES2006/000173 patent/WO2006108895A1/en not_active Application Discontinuation
- 2006-04-10 UA UAA200710344A patent/UA91356C2/en unknown
- 2006-04-10 US US11/911,304 patent/US20080184665A1/en not_active Abandoned
-
2007
- 2007-10-30 MA MA30342A patent/MA29418B1/en unknown
Also Published As
Publication number | Publication date |
---|---|
WO2006108895A1 (en) | 2006-10-19 |
EP1870537A4 (en) | 2013-05-01 |
EP1870537A1 (en) | 2007-12-26 |
WO2006108895A8 (en) | 2007-10-25 |
ES2247944A1 (en) | 2006-03-01 |
ES2247944B1 (en) | 2006-11-16 |
US20080184665A1 (en) | 2008-08-07 |
UA91356C2 (en) | 2010-07-26 |
MA29418B1 (en) | 2008-04-01 |
BRPI0609408A2 (en) | 2010-04-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5160640A (en) | Formwork panel | |
US6419204B1 (en) | Outside conversion corner for form work | |
US6865859B2 (en) | Conversion corner chamfer for form work | |
MX2007011613A (en) | Formwork panel for walls and columns. | |
US5137251A (en) | Pour window for a concrete form | |
US20100276568A1 (en) | Formwork systems for forming corners and t intersections using formwork elements comprising centrally alined up tie holes | |
DK168163B1 (en) | cell Silo | |
US6189854B1 (en) | Perfected horizontal formwork | |
JP6846098B2 (en) | Beam frame mounting structure, beam frame receiving member and beam frame passing member used for this | |
CA1117783A (en) | Jointing device for long-limbed framework elements in reinforced concrete and framework comprising framework elements jointed by such devices | |
FI91182C (en) | The mold tool | |
KR101946500B1 (en) | Hinged connected CFT column | |
US8763317B2 (en) | Concrete roof panel | |
CA2488259C (en) | Re-usable modular formwork with improved ribs | |
JP3138112U (en) | Roof unit structure and connecting hardware used therefor | |
US20220195741A1 (en) | Formwork element and formwork construction kit | |
KR102491586B1 (en) | variable type detachable beam deck | |
US20170254070A1 (en) | Wall Construction | |
JP3653627B2 (en) | Pressure plate joining tool | |
RU71135U1 (en) | SHKVOREN FOR FORMING ANGLES AND COLUMNS ASSEMBLY | |
KR200397257Y1 (en) | Mold for pillar | |
JPH076350Y2 (en) | Member connection part in formwork | |
KR970005543Y1 (en) | Brace for forms | |
JP2004324312A (en) | Structural member connecting hardware for roof unit | |
RU93432U1 (en) | COLUMN FORMWORK FORMWORK |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
FA | Abandonment or withdrawal |