EP2749713B1 - Formwork structure for the execution of horizontal castings for the provision of floor slabs - Google Patents
Formwork structure for the execution of horizontal castings for the provision of floor slabs Download PDFInfo
- Publication number
- EP2749713B1 EP2749713B1 EP13198780.2A EP13198780A EP2749713B1 EP 2749713 B1 EP2749713 B1 EP 2749713B1 EP 13198780 A EP13198780 A EP 13198780A EP 2749713 B1 EP2749713 B1 EP 2749713B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- panel
- formwork structure
- load
- contoured
- structure according
- 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.)
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
Definitions
- the present invention relates to a formwork structure for the execution of horizontal castings for the provision of floor slabs.
- a first drawback of the structures known today consists in the fact that the panels are inconvenient to handle owing to the weight of their wooden components, to the detriment of the speed of assembly of the formwork structure and of the safety of the operator.
- a formwork structure for executing floor slabs and the like which comprises a frame for supporting panels and props for supporting such frame, characterized in that the panels comprise a frame covered by a metallic net that defines a working surface of the panel.
- the metallic net is made of electro-welded metallic rods.
- Such invention provides a formwork structure that is easy and safe to set up even by a single operator; in fact the panels with a working surface defined by a metallic net are much lighter and manageable than the wooden panels known today.
- such a conventional structure has a predefined direction of assembly, since both the load-bearing heads and the corner regions of the panels are made so that the assembly can be performed by engaging a panel between two heads at a predefined side thereof and then by raising the opposite side of the same panel.
- the formwork is comprised of panels that are laterally adjacent in one direction and are separated by a space in the direction of the perpendicular, such space being necessary to allow the engagement of the panels, in an inclined arrangement, during the assembly step and their subsequent rotation.
- FR 2 957 957 A1 discloses a slab formwork frame support having a combination of features as set forth in the pre-characterizing portion of the appended claim 1.
- the aim of the present invention is to provide a formwork structure for the execution of horizontal castings for the provision of floor slabs, which is capable of overcoming the above-mentioned limitation of conventional formwork structures.
- an object of the invention is thus to make available a formwork structure that can be assembled and dismantled in two mutually different directions.
- Another object of the invention is to provide a formwork structure that is easy to handle in the manner of conventional formworks.
- Another object of the invention is to provide a formwork structure that is more flexible in use than conventional formworks.
- Another object of the invention is to provide a formwork structure that offers performance levels that are not lower than those of formworks of the conventional type.
- Another object of the invention is to provide a formwork structure that can be provided using conventional systems and technologies.
- a formwork structure 10 for the execution of horizontal castings for the provision of floor slabs of the type comprising a series of props 11, and load-bearing heads 12 to be arranged on the props 11 for the resting of panels 13, 14, 15, and a fourth panel 16 which is shown schematically in Figure 8 , all designed to form a surface for a concrete casting.
- Each one of the load-bearing heads 12 comprises a plate 17 on which a cage 17a is welded, having a square plan shape and being obtained from metallic profiled elements; in the corner regions of the cage 17a are recessed seats 18 and 19, clearly visible in Figures 3 and 4 , which constitute the corner support of the load-bearing lateral profiles 22 and 23 of a panel, for example 13 (which rests on a corner different from the one that comprises the recessed seats 18 and 19, but in any case in an equivalent manner).
- Each corner region 20 of the plate 17 has means 26 for the reversible engagement of a corner portion, designated for example with the reference numeral 24 for a panel 13 and with the reference numeral 25 for another panel 15, of a panel 13, 14, 15 and 16 on one of its sides selected from the two incident sides, for example 27 and 28 in Figure 3 , which define a corner portion 24 and 25 between them.
- the reversible engagement means 26 comprising anti-tipping safety means 29 and are designed to support the panel when hung in a temporary inclined configuration for assembly and disassembly, described in more detail hereinbelow.
- the means 26 for the reversible engagement of a corner portion 24 and 25 of a panel 13, 14, 15 and 16 can clearly be seen in Figures 4 , 5 and 6 ; they comprise, for each corner region 20, two contoured tabs 31 and 32, which are arranged on mutually perpendicular planes of arrangement and extend both substantially at right angles to the plate 17, a first contoured tab 31 available for the engagement and disengagement of a side 28 of a corner portion, for example 24, of a panel, for example 13, the second contoured tab 32 being available for the engagement and disengagement of the other side 27 of the same corner portion of the same panel.
- Each one of the contoured tabs 31 and 32 has an angled portion 33 adapted to receive by resting a complementarily shaped part 37, which can clearly be seen in Figures 6 and 7 , of a load-bearing lateral profile 22 or 23, which can clearly be seen in Figures 11 and 12 , of the frame border 35 of the frame 36 of a panel 13, 14, 15 and 16, such resting being provided with the panel in the inclined configuration for assembly or disassembly, such as for example for the panel 15 in Figure 7 .
- the anti-tipping safety means are constituted, for each one of the contoured tabs 31 and 32, by a tooth 38, which can clearly be seen in Figures 6 and 7 , that is extended at the angled portion 33 so as to define, above it in the configuration for use, an abutment undercut 39 for the inner rim 40 of a hole 41 that is defined in a load-bearing lateral profile 22 or 23 that defines a side 27 and 28 of a panel.
- Each load-bearing lateral profile 22 or 23 has a base 42 for supporting the panel 13, 14, 15 and 16 in the configuration for use, which is designed to be arranged resting on the corresponding recessed seat 18 or 19 of the cage 17a, and in abutment against a corresponding centering wing 43 that protrudes upward from the plate 17, as can clearly be seen in Figure 6 .
- each load-bearing head 12 has a plate 17 that is substantially square, with contoured tabs 31 and 32, for engagement, that are arranged symmetrically at the corner regions, and centering wings 43 that are interposed between two contoured tabs 31 and 32 having the same arrangement and being equidistant from the same contoured tabs 31 and 32.
- Contoured tabs and wings are spaced apart so as to allow the mounting and removal of panels on both sides of those same panels.
- the cage 17a having a square plan shape and being obtained from metallic profiled elements is constituted by four substantially flat metallic bars, for example 44 and 45 in the figures, that are fixed perpendicularly, for example by welding, to the plate 17, with the recessed seats 18 and 19 that are provided on the respective upper edges 46 and 47 at the end portions of the bars 44 and 45, as in Figure 4 .
- the load-bearing heads 12 are of the drop type for early removal, and should be understood as being of a known type, but it should be understood that they can also be of a different type, according to necessity and use.
- the tooth 38 prevents the panel from falling.
- a formwork structure is provided that can be assembled and dismantled in two different directions.
Description
- The present invention relates to a formwork structure for the execution of horizontal castings for the provision of floor slabs.
- Nowadays, conventional formwork structures have props that support a frame upon which panels rest which are made with wooden boards or with a metallic frame that supports plywood sheets.
- Normally the assembly of these structures involves the handling of the various elements by a single operator.
- A first drawback of the structures known today consists in the fact that the panels are inconvenient to handle owing to the weight of their wooden components, to the detriment of the speed of assembly of the formwork structure and of the safety of the operator.
- In order to overcome such drawback, nowadays one solution is to use panels that are smaller, and hence of reduced weight with respect to panels of larger size.
- However, such a solution involves an increase in the number of panels to be applied on the frame, to the detriment of the speed of its assembly.
- Furthermore, in order to facilitate detachment of the panels from the floor slab, after it has been provided, their wooden parts are treated with formwork separating oils.
- Thus the working surface that such panels define, and which is a deck for the operator to walk on, is dangerously slippery, to the detriment of the safety of the personnel who work on it.
- In order to overcome these drawbacks, as disclosed and claimed in EPA 10710850.8 in the name of Faresin Building Division S.p.A., a formwork structure for executing floor slabs and the like has been devised which comprises a frame for supporting panels and props for supporting such frame, characterized in that the panels comprise a frame covered by a metallic net that defines a working surface of the panel.
- The metallic net is made of electro-welded metallic rods.
- Such invention provides a formwork structure that is easy and safe to set up even by a single operator; in fact the panels with a working surface defined by a metallic net are much lighter and manageable than the wooden panels known today.
- Furthermore, such formwork structure for the same weight, compared to the structures known today, makes it possible to set up a surface for the execution of a floor slab with a larger area.
- Such a formwork structure, although widespread and appreciated, has room for improvement.
- In fact, such a conventional structure has a predefined direction of assembly, since both the load-bearing heads and the corner regions of the panels are made so that the assembly can be performed by engaging a panel between two heads at a predefined side thereof and then by raising the opposite side of the same panel.
- In this manner the formwork is comprised of panels that are laterally adjacent in one direction and are separated by a space in the direction of the perpendicular, such space being necessary to allow the engagement of the panels, in an inclined arrangement, during the assembly step and their subsequent rotation.
- Such structure thus imposes a well-defined and unavoidable arrangement of assembly, which is restrictive in those particular situations in which a panel needs to be attached or detached by inclining in a direction different from the one which is predefined.
-
FR 2 957 957 A1 - The aim of the present invention is to provide a formwork structure for the execution of horizontal castings for the provision of floor slabs, which is capable of overcoming the above-mentioned limitation of conventional formwork structures.
- Within this aim, an object of the invention is thus to make available a formwork structure that can be assembled and dismantled in two mutually different directions.
- Another object of the invention is to provide a formwork structure that is easy to handle in the manner of conventional formworks.
- Another object of the invention is to provide a formwork structure that is more flexible in use than conventional formworks.
- Another object of the invention is to provide a formwork structure that offers performance levels that are not lower than those of formworks of the conventional type.
- Another object of the invention is to provide a formwork structure that can be provided using conventional systems and technologies.
- In accordance with the invention, there is provided a formwork structure for the execution of horizontal castings for the provision of floor slabs, as defined in the appended claims.
- Further characteristics and advantages of the invention will become more apparent from the description of a preferred, but not exclusive, embodiment of the formwork structure according to the invention, which is illustrated by way of non-limiting example in the accompanying drawings wherein:
-
Figure 1 is a perspective view of a formwork structure according to the invention; -
Figure 2 is a detail ofFigure 1 ; -
Figure 3 is an additional perspective view of the detail inFigure 2 ; -
Figure 4 is a perspective view of a detail of a component of the structure according to the invention; -
Figure 5 is a side view of a structure according to the invention with a panel in the inclined configuration for assembly or disassembly; -
Figure 6 is a detail ofFigure 5 ; -
Figure 7 is a further detail ofFigure 5 ; -
Figure 8 is a view from above of a structure according to the invention with four panels of which two are in the inclined configuration for assembly or disassembly; -
Figure 9 is a detail ofFigure 8 ; -
Figure 10 is a further detail ofFigure 8 ; -
Figure 11 is a cross-sectional view of a portion of a panel of the structure according to the invention; -
Figure 12 is a view of a portion of a component of a panel of a structure according to the invention. - With reference to the figures, a
formwork structure 10 for the execution of horizontal castings for the provision of floor slabs, of the type comprising a series ofprops 11, and load-bearingheads 12 to be arranged on theprops 11 for the resting ofpanels fourth panel 16 which is shown schematically inFigure 8 , all designed to form a surface for a concrete casting. - Each one of the load-bearing
heads 12 comprises aplate 17 on which acage 17a is welded, having a square plan shape and being obtained from metallic profiled elements; in the corner regions of thecage 17a arerecessed seats Figures 3 and 4 , which constitute the corner support of the load-bearinglateral profiles recessed seats - Each
corner region 20 of theplate 17 has means 26 for the reversible engagement of a corner portion, designated for example with thereference numeral 24 for apanel 13 and with thereference numeral 25 foranother panel 15, of apanel Figure 3 , which define acorner portion - The reversible engagement means 26 comprising anti-tipping safety means 29 and are designed to support the panel when hung in a temporary inclined configuration for assembly and disassembly, described in more detail hereinbelow.
- The
means 26 for the reversible engagement of acorner portion panel Figures 4 ,5 and 6 ; they comprise, for eachcorner region 20, twocontoured tabs plate 17, a first contouredtab 31 available for the engagement and disengagement of aside 28 of a corner portion, for example 24, of a panel, for example 13, the second contouredtab 32 being available for the engagement and disengagement of theother side 27 of the same corner portion of the same panel. - Each one of the
contoured tabs angled portion 33 adapted to receive by resting a complementarilyshaped part 37, which can clearly be seen inFigures 6 and7 , of a load-bearinglateral profile Figures 11 and 12 , of theframe border 35 of theframe 36 of apanel panel 15 inFigure 7 . - The anti-tipping safety means are constituted, for each one of the
contoured tabs tooth 38, which can clearly be seen inFigures 6 and7 , that is extended at theangled portion 33 so as to define, above it in the configuration for use, an abutment undercut 39 for theinner rim 40 of ahole 41 that is defined in a load-bearinglateral profile side - Each load-bearing
lateral profile base 42 for supporting thepanel recessed seat cage 17a, and in abutment against a corresponding centeringwing 43 that protrudes upward from theplate 17, as can clearly be seen inFigure 6 . - Advantageously, each load-bearing
head 12 has aplate 17 that is substantially square, withcontoured tabs wings 43 that are interposed between twocontoured tabs contoured tabs - Contoured tabs and wings are spaced apart so as to allow the mounting and removal of panels on both sides of those same panels.
- The
cage 17a having a square plan shape and being obtained from metallic profiled elements is constituted by four substantially flat metallic bars, for example 44 and 45 in the figures, that are fixed perpendicularly, for example by welding, to theplate 17, with therecessed seats upper edges bars Figure 4 . - The load-bearing
heads 12 are of the drop type for early removal, and should be understood as being of a known type, but it should be understood that they can also be of a different type, according to necessity and use. - Mounting a panel on a load-bearing
head 12 of the structure according to the invention is done as follows. - The operator chooses on which side to mount a panel; the panel is then rested, for
example panel 15 inFigure 7 , on the load-bearinghead 12, so that acontoured tab 31 engages in the complementarilyshaped part 37 of the load-bearinglateral profile 22 that defines aside 27 of thepanel 15, with thetooth 38 entering theanti-tipping hole 41 in the same load-bearinglateral profile 22 of thesame side 28 of thepanel 15. - The
tooth 38 prevents the panel from falling. - The latter, in order to be brought to the horizontal configuration for the completion of the mounting, must be rotated upward, until the
part 37 is disengaged from the correspondingcontoured tab 31 and thebase 42 of the load-bearinglateral profile 22 comes to rest on the correspondingrecessed seat 19 and in abutment on thecorresponding centering wing 43, while thebase 42 of the load-bearinglateral profile 23 of the other,incident side 28 of the panel rests in the otherrecessed seat 18. - In practice it has been found that the invention fully achieves the intended aim and objects.
- In particular, with the invention a formwork structure is provided that can be assembled and dismantled in two different directions.
- Furthermore, with the invention a formwork structure is provided that is easy to handle in the manner of conventional formworks.
- What is more, with the invention a formwork structure is provided that is more flexible in use than conventional formworks.
- Furthermore, with the invention a formwork structure is provided that offers performance levels that are not lower than those of formworks of the conventional type.
- In addition, with the invention a formwork structure is provided that can be made using conventional systems and technologies.
- The invention, thus conceived, is susceptible of numerous modifications and variations, all of which are within the scope of the appended claims. Moreover, all the details may be substituted by other, technically equivalent elements.
- In practice the materials employed, provided they are compatible with the specific use, and the contingent dimensions and shapes, may be any according to requirements and to the state of the art.
- Where technical features mentioned in any claim are followed by reference signs, such reference signs have been inserted for the sole purpose of increasing the intelligibility of the claims and accordingly such reference signs do not have any limiting effect on the interpretation of each element identified by way of example by such reference signs.
Claims (7)
- A formwork structure (10) for the execution of horizontal castings for the provision of floor slabs, of the type comprising a series of props (11), and load-bearing heads (12) to be arranged on said props (11) for the resting of panels (13, 14, 15, 16) designed to form a surface for a concrete casting, each one of said load-bearing heads (12) comprises a plate (17) on which a cage (17a) is welded, said cage having a square plan shape and being obtained from metallic profiled elements, recessed seats (18, 19) being provided in the corner regions of said cage (17a) and constituting the corner support of the load-bearing lateral profiles (22, 23) of the panel (13), each corner region (20) of said plate (17) having means (26) for the reversible engagement of one of the panels (13, 14, 15, 16) on one side thereof that is selected from two incident sides (27, 28), characterized in that said reversible engagement means (26) comprising anti-tipping safety means (29) being designed to support the panel hung in a temporary inclined configuration for assembly and disassembly.
- The formwork structure according to claim 1, characterized in that said means (26) for the reversible engagement of a corner portion (24, 25) of a panel (13, 14, 15, 16) comprise, at each corner region (20) of said plate (17), two contoured tabs (31, 32), which are arranged on mutually perpendicular planes of arrangement and extend both substantially at right angles to said plate (17), a first contoured tab (31) available for the engagement and disengagement of a side (27) of a corner portion, for example (24), of a panel, for example (13), the second contoured tab (32) being available for the engagement and disengagement of the other side (28), incident to the first side (27), of the same corner portion (24) of the same panel (13).
- The formwork structure according to one or more of the preceding claims, characterized in that each one of said contoured tabs (31, 32) has an angled portion (33) adapted to receive by resting a complementarily shaped part (37) of a perimetric profile (34) of the frame border (35) of the frame (36) of a panel (13, 14, 15, 16), said resting being provided with said panel in the inclined configuration for assembly or disassembly.
- The formwork structure according to one or more of the preceding claims, characterized in that said anti-tipping safety means are constituted, for each one of said contoured tabs (31, 32), by a tooth (38) that is extended at the angled portion (33) so as to define, above it in the configuration for use, an abutment undercut (39) for the inner rim (40) of a hole (41) that is defined in said load-bearing lateral profile (22, 23) that defines a side (27, 28) of a panel.
- The formwork structure according to one or more of the preceding claims, characterized in that each load-bearing lateral profile (22, 23) has a base (42) for supporting the panel in the configuration for use, said base (42) being designed to be arranged in abutment against a corresponding centering wing (43) that protrudes upward from said plate (17).
- The formwork structure according to one or more of the preceding claims, characterized in that each load-bearing head (12) is substantially square, with contoured tabs (31, 32), for engagement, that are arranged symmetrically at the corner regions, and centering wings (43) that are interposed between two contoured tabs (31, 32) having the same arrangement and being equidistant from said contoured tabs (31, 32).
- The formwork structure according to one or more of the preceding claims, characterized in that said load-bearing heads (12) are of the drop type for early removal.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000411A ITPD20120411A1 (en) | 2012-12-28 | 2012-12-28 | PERFORMED STRUCTURE OF CASSERATION FOR THE EXECUTION OF HORIZONTAL JETS FOR THE CONSTRUCTION OF FLOORS |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2749713A1 EP2749713A1 (en) | 2014-07-02 |
EP2749713B1 true EP2749713B1 (en) | 2015-12-09 |
Family
ID=48014193
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13198780.2A Active EP2749713B1 (en) | 2012-12-28 | 2013-12-20 | Formwork structure for the execution of horizontal castings for the provision of floor slabs |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2749713B1 (en) |
IT (1) | ITPD20120411A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11149434B2 (en) * | 2017-08-02 | 2021-10-19 | Doka Gmbh | Method for producing a ceiling element and ceiling formwork |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102015223772A1 (en) * | 2015-11-30 | 2017-06-01 | Peri Gmbh | Column head, ceiling support with such a column head and slab formwork with such a ceiling support |
US10352052B2 (en) * | 2016-03-24 | 2019-07-16 | Faresin Building S.P.A. | Formwork for performing horizontal castings for the provision of floors |
US11225802B2 (en) | 2017-10-12 | 2022-01-18 | George CHARITOU | Prop head assembly |
US10711472B2 (en) * | 2017-12-22 | 2020-07-14 | Bond Formwork Systems, LLC | Pass-through head assembly for a grid shoring system |
CN113015833B (en) * | 2018-11-29 | 2023-09-22 | Peri欧洲公司 | ALPHADECK-large-area flat template system |
CN110374391A (en) * | 2019-07-29 | 2019-10-25 | 中国能源建设集团湖南省电力设计院有限公司 | A kind of " dry " font conversion anchor support of the mono- circuit compact route of 500kV |
US11268289B2 (en) | 2020-07-31 | 2022-03-08 | Bond Formwork Systems, LLC | Drophead nut for formwork grid systems |
US10982452B1 (en) | 2020-07-31 | 2021-04-20 | Bond Formwork Systems, LLC | Secondary joist profile for grid systems |
US11047142B1 (en) | 2020-07-31 | 2021-06-29 | Bond Formwork Systems, LLC | Main beam structure and profile for formwork grid systems |
DE102021213606A1 (en) * | 2021-12-01 | 2023-06-01 | Doka Gmbh | slab formwork element |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3515322A1 (en) * | 1985-04-27 | 1986-10-30 | Josef 7611 Steinach Maier | CEILING FORM |
DE102007008209A1 (en) * | 2007-02-20 | 2008-08-21 | Peri Gmbh | Ceiling boarding system for use during construction of building, has spacer member connecting vertical supports with each other, and area defined by vertical supports, boarding elements and spacer member braced by diagonal brace |
FR2957957B1 (en) * | 2010-03-26 | 2015-01-02 | Deko | STRUCTURES, SYSTEMS, AND METHODS FOR FORMING SLABS |
-
2012
- 2012-12-28 IT IT000411A patent/ITPD20120411A1/en unknown
-
2013
- 2013-12-20 EP EP13198780.2A patent/EP2749713B1/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11149434B2 (en) * | 2017-08-02 | 2021-10-19 | Doka Gmbh | Method for producing a ceiling element and ceiling formwork |
Also Published As
Publication number | Publication date |
---|---|
EP2749713A1 (en) | 2014-07-02 |
ITPD20120411A1 (en) | 2014-06-29 |
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