WO2006108895A1 - Panel for shuttering walls and pillars - Google Patents
Panel for shuttering walls and pillars Download PDFInfo
- Publication number
- WO2006108895A1 WO2006108895A1 PCT/ES2006/000173 ES2006000173W WO2006108895A1 WO 2006108895 A1 WO2006108895 A1 WO 2006108895A1 ES 2006000173 W ES2006000173 W ES 2006000173W WO 2006108895 A1 WO2006108895 A1 WO 2006108895A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- panel
- formwork
- sides
- pillars
- panels
- Prior art date
Links
- 238000009416 shuttering Methods 0.000 title abstract 3
- 230000008878 coupling Effects 0.000 claims abstract description 14
- 238000010168 coupling process Methods 0.000 claims abstract description 14
- 238000005859 coupling reaction Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 3
- 238000009415 formwork Methods 0.000 claims description 35
- 239000002184 metal Substances 0.000 claims description 4
- 230000014759 maintenance of location Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 210000000056 organ Anatomy 0.000 description 1
- 230000000149 penetrating effect Effects 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
Definitions
- the present invention is intended to disclose a panel of advantageous features for the formwork of walls and pillars.
- the objective of the present invention is to present panels that can simultaneously be used for the formwork of walls and pillars.
- Another objective of the present invention is in the realization of the panels for formwork of walls and pillars simply in folded sheet metal and reinforcing crossbars, avoiding the commonly used structures of tubular type forming a frame and separately the plate that determines the formwork face .
- Another objective of the present invention is to provide means for quick and safe coupling of the wall panels by their lateral edges.
- Another objective of the present invention is based on disclose means for coupling the panels perpendicularly to each other in an adjustable way to achieve the formwork of a pillar of varying dimensions.
- the objectives of the present invention are achieved by the constitution of the formwork panel by means of a metal sheet element folded by the edges forming individual L-shaped profiles, to delimit the side edges of the formwork panel and receiving inwardly stringers and crossbars also in form of profiles, for example, U-profiles, for the reinforcement of the panel and for receiving the interconnection elements of the panels laterally for wall formwork or perpendicularly for pillar formwork.
- the connecting elements of the panels to each other are constituted by threaded rods with an arrowhead that are preferably associated to two sides of the panel, allowing the panels to be joined with adjacent ones by penetrating the head in the form of an arrowhead. inside a hole of conjugate form of the panel mounted in opposition, allowing its rotation to prevent its exit.
- the fixing of each of the retaining elements is carried out simply by a nut with easily manipulated fins that is threaded along it and which is applied by tightening on a false bridge fixed in turn to the sides of the panel.
- the aforementioned connecting elements with the adjacent panels composed of the connecting rod with an arrowhead and the fixing wing nut as well as the clamping bridge, have 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.
- the fasteners of the panels by their lateral edges for the formwork of walls will preferably be arranged on two perpendicular sides of the panel and assemblies in offset panels with respect to others will be provided to prevent the joining of panels by the faces provided with fasteners. , interference of the fasteners of a panel with those of the adjacent one may occur.
- the arrangement on the internal side of the panel is provided, that is, opposite the formwork face, of specific profiles provided with a row of openings for coupling the pointed heads of arrow or similar of the fasteners of another panel, which in this way will allow to fix one panel to another perpendicularly to each other to delimit the prismatic space of a column.
- Figures 1, 2 and 3 show views of a panel in which two of its lateral edges and an elevation view of the rear face of the panel can be seen.
- 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 at their sides of greater length.
- Figures 6 and 7 respectively show an elevation view and partial section and a plan view of the panels of the invention arranged for the formwork of a pillar.
- the wall and pillar formwork panel object of the present invention comprises a sheet metal element that determines the formwork face of the formwork panel itself -1- rectangular in shape with four sides -2 -, -3-, -4- and -5- whose structure preferably corresponds to an L-shaped profile as shown in Figure 6, showing the sides -6- and -7- which, by bending the sheet , constitutes the sides of the panel, which replace the usual tubular elements.
- the panel is reinforced by a variable number of crossbars -8-, -8 '-... as well as stringers such as those indicated with numerals -9- and -10-.
- All sides -2-, -3-, -4- and -5- of the panel are provided with multiple hole alignments such as those indicated by numerals -11-, -11'-, -11 "-... in figure 1 and -12-, -12'-, -12 "-... in figure 3.
- This allows the coupling of panels on their sides for the formwork of walls, as seen in figures 4 and 5, having shown in Figure 4 two panels -13- and -14- joined by their smaller sides -15- and -16- and in Figure 5, two panels -17- and -18- joined by two of their sides older -19- and -20-.
- the joining of two panels on their sides is preferably effected by the arrangement of coupling elements on the inner part of two perpendicular sides of the panels, as shown in Figure 2, in which two fasteners have been represented respectively on sides -2- and -3-, which have been designated with the numerals -21- and -21'- as well as -22- and -22'-.
- Said fixing devices are integrated by a threaded rod -23-, figure 2, terminated in a head -24- whose cross-sectional shape is conjugated to the shape of the side holes -11-, -11'-, -11 " -... and -12-, -12'-, -12 "-..., all of which are equal.
- the rod -23- is mounted on a support bridge -25- fixed in turn to the side of the panel and externally receives a robust nut of easy handling -26- for tightening the fixing device whose operation is evident, since it works simply by inserting the arrowhead or the like -24- into the corresponding hole of the opposite panel, being retained inside it after a rotation, for example of 90 °, of the rod, so that the arrowhead -24- will be arranged transversely to the corresponding hole, after which the tightening will take place using the nut -26-.
- the specific shape of the head of the fixing device may vary between wide limits provided that the condition is met that its shape is conjugated to that of the hole in the side of the panel in which it is to be fixed and that its fixing has place after a turn that prevents its exit.
- any type of hook could be used as long as it meets the aforementioned cross-sectional characteristics of the conjugate tip of the corresponding hole shape and with retention capacity after an angular rotation to prevent its exit.
- FIG. 7 four panels perpendicularly coupled to each other are shown, indicated with the numerals -27-, -28-, -29- and -30- that determine a central space -31- corresponding to the desired cross section for the pillar.
- they have internally profiles, for example, -32- and -33-, parallel to the formwork face and provided with alignments of coupling holes of fixing elements in the same way as those shown in Figures 1 and 3.
- the fixing elements of the side edges of a panel for example, the panel -30- of Figures 6 and 7, and which have been designated with the numbers -34- and - 35-, they can be introduced into the desired holes of the transverse profiles of the panel arranged perpendicularly, in the case represented 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.
- the panels 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 numbers -36-, -37-, -38- and -39- in figure 2.
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)
- Panels For Use In Building Construction (AREA)
- Lining And Supports For Tunnels (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/911,304 US20080184665A1 (en) | 2005-04-11 | 2006-04-10 | Panel For Shuttering Walls And Pillars |
MX2007011613A MX2007011613A (en) | 2005-04-11 | 2006-04-10 | Formwork panel for walls and columns. |
EP06743432.4A EP1870537A4 (en) | 2005-04-11 | 2006-04-10 | Formwork panel for walls and columns |
BRPI0609408-2A BRPI0609408A2 (en) | 2005-04-11 | 2006-04-10 | panel for wood frame walls and 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. |
ESP200500834 | 2005-04-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2006108895A1 true WO2006108895A1 (en) | 2006-10-19 |
WO2006108895A8 WO2006108895A8 (en) | 2007-10-25 |
Family
ID=35986453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2006/000173 WO2006108895A1 (en) | 2005-04-11 | 2006-04-10 | Panel for shuttering walls and pillars |
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) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2329747A1 (en) * | 2008-01-11 | 2009-11-30 | Sistemas Tecnicos De Encofrados S.A. | Formwork panel for pillars and walls. (Machine-translation by Google Translate, not legally binding) |
Families Citing this family (5)
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". |
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 | Cast-in-place concrete arc outer wall single-side formwork system 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 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2297899A (en) * | 1941-03-25 | 1942-10-06 | Flangelock Patents Corp | Structural form for concrete and locking means therefor |
US3877674A (en) * | 1973-02-16 | 1975-04-15 | Blaw Knox Const Equipment | Spring lock means for connecting abutting form panels |
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 |
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) |
ES268619U (en) * | 1981-08-20 | 1983-05-16 | Gomez Maruri Pablo | Union device for formwork panels and the conformation of paraments with portholding tubes. (Machine-translation by Google Translate, not legally binding) |
ES1030666U (en) * | 1995-03-30 | 1995-09-16 | Sistemas Tecnicos De Encofrado | Shuttering for concrete pillars perfected. (Machine-translation by Google Translate, not legally binding) |
ES2189746T3 (en) * | 1999-04-13 | 2003-07-16 | Encofrados J Alsina Sa | FORMWORK FOR PILLARS. |
Family Cites Families (13)
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 |
US2595286A (en) * | 1948-11-30 | 1952-05-06 | Lowell M Otte | Sectional metal concrete column form |
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 |
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 |
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 |
US5979138A (en) * | 1997-12-12 | 1999-11-09 | Allen; Timothy R. | Adjustable concrete forms |
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 WO PCT/ES2006/000173 patent/WO2006108895A1/en not_active Application Discontinuation
- 2006-04-10 UA UAA200710344A patent/UA91356C2/en unknown
- 2006-04-10 EP EP06743432.4A patent/EP1870537A4/en not_active Withdrawn
- 2006-04-10 BR BRPI0609408-2A patent/BRPI0609408A2/en not_active Application Discontinuation
- 2006-04-10 US US11/911,304 patent/US20080184665A1/en not_active Abandoned
- 2006-04-10 MX MX2007011613A patent/MX2007011613A/en not_active Application Discontinuation
-
2007
- 2007-10-30 MA MA30342A patent/MA29418B1/en unknown
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2297899A (en) * | 1941-03-25 | 1942-10-06 | Flangelock Patents Corp | Structural form for concrete and locking means therefor |
US3877674A (en) * | 1973-02-16 | 1975-04-15 | Blaw Knox Const Equipment | Spring lock means for connecting abutting form panels |
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 |
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) |
ES268619U (en) * | 1981-08-20 | 1983-05-16 | Gomez Maruri Pablo | Union device for formwork panels and the conformation of paraments with portholding tubes. (Machine-translation by Google Translate, not legally binding) |
ES1030666U (en) * | 1995-03-30 | 1995-09-16 | Sistemas Tecnicos De Encofrado | Shuttering for concrete pillars perfected. (Machine-translation by Google Translate, not legally binding) |
ES2189746T3 (en) * | 1999-04-13 | 2003-07-16 | Encofrados J Alsina Sa | FORMWORK FOR PILLARS. |
Non-Patent Citations (1)
Title |
---|
See also references of EP1870537A4 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2329747A1 (en) * | 2008-01-11 | 2009-11-30 | Sistemas Tecnicos De Encofrados S.A. | Formwork panel for pillars and walls. (Machine-translation by Google Translate, not legally binding) |
Also Published As
Publication number | Publication date |
---|---|
US20080184665A1 (en) | 2008-08-07 |
UA91356C2 (en) | 2010-07-26 |
EP1870537A4 (en) | 2013-05-01 |
EP1870537A1 (en) | 2007-12-26 |
ES2247944A1 (en) | 2006-03-01 |
BRPI0609408A2 (en) | 2010-04-06 |
ES2247944B1 (en) | 2006-11-16 |
MA29418B1 (en) | 2008-04-01 |
MX2007011613A (en) | 2007-10-18 |
WO2006108895A8 (en) | 2007-10-25 |
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