US20080028709A1 - Insulating Lost Formwork - Google Patents
Insulating Lost Formwork Download PDFInfo
- Publication number
- US20080028709A1 US20080028709A1 US11/660,709 US66070905A US2008028709A1 US 20080028709 A1 US20080028709 A1 US 20080028709A1 US 66070905 A US66070905 A US 66070905A US 2008028709 A1 US2008028709 A1 US 2008028709A1
- Authority
- US
- United States
- Prior art keywords
- disposable
- relative
- formwork
- terminal end
- end plates
- 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.)
- Abandoned
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 62
- 239000004793 Polystyrene Substances 0.000 claims abstract description 17
- 229920002223 polystyrene Polymers 0.000 claims abstract description 17
- 125000006850 spacer group Chemical group 0.000 claims abstract description 16
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 239000004033 plastic Substances 0.000 claims description 8
- 230000000903 blocking effect Effects 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 230000007704 transition Effects 0.000 claims 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8694—Walls made by casting, pouring, or tamping in situ made in permanent forms with hinged spacers allowing the formwork to be collapsed for transport
Definitions
- the present invention refers to a disposable formwork for insulated masonry in reinforced concrete.
- the American U.S. Pat. No. 5,390,459 refers to a disposable formwork for masonry in reinforced concrete which comprises two polystyrene panels which face each other and which are limited towards the outside by respective lateral surfaces, and at least two formwork spacers which are co-moulded together with the polystyrene panels, and which present respective pairs of terminal end plates, which extend in such a way as to abut the relative lateral surfaces, occupying all the height of the lateral surfaces themselves.
- the formwork spacers are generally made of plastic material, and the formworks are assembled to one another in such a way as to create walls which are provided with a number of vertical plastic bands, which are defined by the union between the terminal end plates in order to provide greater structural stability to the walls themselves, and which define discontinuities on the external surfaces of the walls which are otherwise constituted by the polystyrene of which the panels are made.
- the aim of the present invention is to produce a disposable formwork for insulated masonry in reinforced concrete which will be free of the above-described disadvantages.
- a disposable formwork for insulated masonry in reinforced concrete will be produced, the formwork comprising two polystyrene panels which face each other and which are limited towards the outside by respective lateral surfaces, and at least two formwork spacers which are assembled together with the polystyrene panels, and presenting respective pairs of terminal end plates: the formwork being characterised by the fact that the terminal end plates extend in such a way as to abut the relative lateral surfaces and partially occupy a height of the lateral surfaces themselves.
- An additional aim of the present invention is also to produce a disposable formwork for insulated masonry in reinforced concrete, which will present a low volume in the transport phase, and which also be easy and quick to install.
- the formwork spacers are produced in a single block of plastic material, and they cannot make the relative formworks assume a collapsed configuration like the one which is described in, for example, the further American Pat. No. 3,985,328, in which the formwork spacers are each provided with two hinges in order to permit a reciprocal approach of the two polystyrene panels during the transport phase.
- the disposable formwork for insulated masonry in reinforced concrete comprises, in addition, two hinges which are associated with each formwork spacer in order to permit the collapse of the disposable formwork itself in a transport configuration, and movement blocking devices of the hinges themselves in order to block the two polystyrene panels in a stable placement configuration.
- FIG. 1 is an elevated lateral view of a first preferred form of embodiment of a disposable formwork for insulated masonry in reinforced concrete produced according to the present invention
- FIG. 2 is a plan view of the disposable formwork which is shown in FIG. 1 in an operating placement configuration
- FIG. 3 is a plan view of the disposable formwork which is shown in FIG. 1 in an operating transport configuration
- FIG. 4 is a lateral elevation view of the disposable formwork which is shown in FIG. 1 ;
- FIGS. 5 and 6 illustrate, in perspective views, a detail of the disposable formwork which is shown in FIG. 1 in respective operating configurations:
- FIGS. 7, 8 and 9 are frontal elevation schematic views, with some parts removed for reasons of clarity, of the same number—three—of preferred forms of embodiment of the disposable formwork which is shown in FIG. 1 ;
- FIG. 10 illustrates a perspective view from above of a detail of the disposable formwork which is shown in FIG. 1 ;
- FIG. 11 illustrates, on an enlarged scale and with some parts removed for reasons of clarity, a detail which is shown in FIG. 10 .
- the number 1 refers to a disposable formwork for insulated masonry in reinforced concrete in its entirety.
- the formwork 1 presents a major longitudinal axis A, and comprises two polystyrene panels 2 which face each other and are parallel to each other and to the axis A itself.
- the panels 2 are delimited towards the outside by respective external lateral surfaces 2 e , and are both limited towards the inside by respective lateral surfaces 2 i which are provided with a number of vertical recesses R.
- the recesses R extend for the whole of a height H of the panels 2 , and present a shape in the form of a swallow's tail in a transverse section.
- Each panel 2 which is preferably of a parallelepiped shape, is, in addition, delimited by an upper surface 2 s and a lower surface 2 f , which are parallel to each other and transverse to the relative surfaces 2 i and 2 e , and, with the aim of assembling a panel 2 itself with other panels 2 , present a number of quadrangular bulges 3 and notches 4 which are arranged in rows parallel to the axis A in such a way that, as is illustrated in FIG. 2 , the bulges 3 and the notches 4 in one row are staggered in relation to the bulges 3 and the notches 4 in the adjacent row or rows.
- the formwork 1 comprises two or more formwork spacers 10 which are preferably but not necessarily assembled by means of co-moulding to the panels 2 , and each comprise, as is illustrated in FIGS. 4, 5 and 6 , a respective intermediate crosspiece 11 , and two anchoring portions 12 which are arranged at opposite ends of the crosspiece 11 .
- each spacer 10 comprises two connecting hinges 13 , which connect each portion 12 to the crosspiece 11 , and which are suitable for permitting the rotation of each portion 12 in relation to the crosspiece 11 itself around a respective axis B transverse to the axis A from a closed configuration (see FIG. 8 ), in which the two portions 12 are arranged transverse to the crosspiece 11 , to a placement configuration (see FIG. 5 ), in which the two portions 12 are arranged in alignment with the crosspiece 11 .
- the crosspiece 11 comprises two bridge elements 11 a and 11 b , which present an equal flattened shape, and which are arranged on the same plane and are parallel to each other, and are at a determined distance from each other in such a way as to define a window 14 in relation to each other, which is also delimited by the portions 12 .
- the elements 11 a and 11 b each comprise, and on each free longitudinal side, three flattened support saddles 15 , which are arranged next to each other, and which are suitable for permitting the safe positioning of the reinforcement rods (which are not illustrated).
- the elements 11 a and 11 b each comprise, and in correspondence to the respective opposite longitudinal ends, a grooved body 16 , which presents an inner passing hole 16 a , and which is laterally delimited towards the outside by a grooved surface 16 s.
- each portion 12 is partially embedded inside a relative panel 2 , and comprises two plates 18 and 19 which are arranged parallel to and facing each other and transverse to the crosspiece 11 , and a number of connecting fins 20 , which are interposed between the two plates 18 and 19 themselves, and are arranged through the relative panel 2 .
- the plate 18 is arranged in such a way as to abut the surface 2 i of the panel 2 , and is provided, on the opposite side to the fins 20 , with a rigid rib 21 which is transverse to the plate 18 and is integral, for part of its own length, with the plate 18 itself, while it departs from the plate 18 in correspondence with its own opposite free end in order to define two elastic pins 22 .
- the elastic pins 22 are inserted inside the holes 16 a of the relative bodies 16 , and each comprise two forked teeth 23 which face each other in order to form an open notch 24 , and, for each tooth 23 , a blocking undercut 25 which is arranged outside the body 16 in order to axially block the body 16 and the pin 22 themselves.
- each plate 18 may be provided, in the place of the relative plate 19 and the relative connecting fin 20 , with a grooved rib in the shape of a swallow's tail in such a way that it can be firmly inserted inside a relative recess R.
- Such a solution would also permit the use of formwork spacers 10 on panels 2 which have already been constructed; this would also be permitted in the case of inserting anchoring portions 12 inside slots—which are not illustrated—obtained through the panels 2 .
- the plate 19 is arranged outside the panel 2 in order to permit the easy identification of the position of the relative formwork spacer 20 along the panel 2 itself, and is arranged in such a way as to completely abut the surface 2 e of the panel 2 itself.
- the plate 19 presents a length L of dimensions which are less than the height H of a panel 2 , or rather of dimensions which are less than the distance between the surfaces 2 e and 2 f of the panel 2 itself.
- the different dimensions of the length L and the height H permit the panels 2 to be placed one over the other in order to form the above-mentioned continuous band of plastic, but leave between one plate 18 and two equally vertical plates 19 a space of dimensions which are sufficient to permit the direct adhesion of the plaster to the polystyrene of the panels 2 .
- the hinges 13 which permit the rotation of each portion 12 in relation to the relative crosspiece 11 , consequently permit both the collapse of the formwork 1 in a transport configuration, in which the two panels 2 are arranged next to each other, and the positioning of the formwork 1 itself in a placement configuration (see FIG. 2 ) corresponding to the homologous placement configuration of the spacers 10 , and in which the two panels 2 are arranged at a distance from each other which is equal to the length of the crosspiece 11 .
- each body 16 comprises a flat frontal face 161 which is arranged opposite the body 16 itself in relation to the relative element 11 a or 11 b , and two flat lateral faces 162 , which are arranged parallel to each other and transverse to the face 161 , and which are connected to the face 161 itself by means of two arch-shaped cams 163 .
- Each body 16 together with a relative pin 22 and together with the body 16 and the pin 22 which are arranged on the same axis B forms a hinge 13 , and each body 16 is always arranged with its own surface 16 s abutting the relative plate 18 , and the faces 161 and 162 define, respectively, the above-mentioned placement and transport configurations.
- a face 162 of each pair of faces 162 for each body 16 is arranged in contact with the relative plate 18 , while, following the rotation of the hinge 13 , the face 161 of each body 16 enters into contact with the relative plate 18 also blocking the panel 2 .
- each body 16 elastically deform the corresponding free end of the plates 18 exerting a determined amount of resistance against the rotation itself, and which is suitable for preventing both the accidental return of the panel 2 to its placement configuration once the rotation itself has been completed, as well as, obviously, the accidental displacement of the placement configuration.
- each pin 22 defines a blocking element of the relative position between the crosspiece 11 and the portions 12 , permitting both the safe transport of the panel 2 , as well as a correct and rapid positioning of the panel 2 itself.
- the surfaces 162 present in plan view a shape which is substantially that of a rectangular trapezoid, while the surface 161 presents in plan view the shape of an isosceles trapezoid, and is crossed by a groove 164 , which is orientated parallel to the relative axis B, and is both suitable for permitting the relative body 16 a minimum of elastic deformability, as well as for avoiding the formation of external burrs during the moulding of the body 16 itself.
- the surfaces 161 and 162 are both arranged with their own major bases on the same side of the body 16 and confer s substantially conical development on each cam 163 .
- the plates 19 are no longer completely outside the panel 2 , but comprise a portion 19 ′ which is embedded inside the panel 2 , and a portion 19 ′′ which is exposed outside the panel 2 itself and which is integral with the embedded portion 19 ′.
- the plates 19 no longer have a completely flat geometry, but present a central concavity 30 defining the portion 19 ′, and two end fins 31 , which define the portion 19 ′′, and are arranged outside and abutting the panel 2 .
- the fins 31 are connected to a base 32 of the concavity 31 by respective connecting portions 33 which are oblique both in relation to the fins 31 and in relation to the base 32 themselves.
- the plates 19 present a configuration which is a mirror image of the configuration of the plate 19 which is shown in FIG. 7 and, thus, the fins 31 are embedded and define the portion 19 ′, while the base 32 of the concavity 30 is arranged outside and abutting the panel 2 , and defines the portion 19 ′′.
- the plates 19 present a Greek fret configuration, in which the portion 19 ′ and the portion 19 ′′ are alternated in relation to each other, and are connected by portions 33 which are transverse to the portions 19 ′ and 19 ′′.
- the plates 19 in the three forms of embodiment of the formwork 1 which are illustrated in FIGS. 7, 8 and 9 may also present an overall development in plan view which is equal to the height H in that, in each case, the continuous bands of plastic which have been described will never, however, be formed.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
- The present invention refers to a disposable formwork for insulated masonry in reinforced concrete.
- The American U.S. Pat. No. 5,390,459 refers to a disposable formwork for masonry in reinforced concrete which comprises two polystyrene panels which face each other and which are limited towards the outside by respective lateral surfaces, and at least two formwork spacers which are co-moulded together with the polystyrene panels, and which present respective pairs of terminal end plates, which extend in such a way as to abut the relative lateral surfaces, occupying all the height of the lateral surfaces themselves.
- In the kind of formworks which have just been described, the formwork spacers are generally made of plastic material, and the formworks are assembled to one another in such a way as to create walls which are provided with a number of vertical plastic bands, which are defined by the union between the terminal end plates in order to provide greater structural stability to the walls themselves, and which define discontinuities on the external surfaces of the walls which are otherwise constituted by the polystyrene of which the panels are made.
- In practice, it has been discovered that such discontinuities can lead to some disadvantages with reference to the sealing capacity of the successive layers of protective and waterproofing plaster in that the composition of the latter is aimed at permitting the best possible adhesion between the polystyrene of the panels and the plastic material of the formwork spacers.
- The aim of the present invention is to produce a disposable formwork for insulated masonry in reinforced concrete which will be free of the above-described disadvantages.
- According to the present invention, a disposable formwork for insulated masonry in reinforced concrete will be produced, the formwork comprising two polystyrene panels which face each other and which are limited towards the outside by respective lateral surfaces, and at least two formwork spacers which are assembled together with the polystyrene panels, and presenting respective pairs of terminal end plates: the formwork being characterised by the fact that the terminal end plates extend in such a way as to abut the relative lateral surfaces and partially occupy a height of the lateral surfaces themselves.
- An additional aim of the present invention is also to produce a disposable formwork for insulated masonry in reinforced concrete, which will present a low volume in the transport phase, and which also be easy and quick to install.
- In fact, in the case of the disposable formwork which is referred to in the above-mentioned American Pat. No. 5,390,459, the formwork spacers are produced in a single block of plastic material, and they cannot make the relative formworks assume a collapsed configuration like the one which is described in, for example, the further American Pat. No. 3,985,328, in which the formwork spacers are each provided with two hinges in order to permit a reciprocal approach of the two polystyrene panels during the transport phase.
- The disposable formwork which is described in the further American patent presents, however, the disadvantage of being difficult to conform in a stable placement configuration due to the fact that the hinges of the formwork spacers render any configuration whatsoever of the formwork instable, apart from the collapsed configuration.
- Thus, according to the present invention the disposable formwork for insulated masonry in reinforced concrete comprises, in addition, two hinges which are associated with each formwork spacer in order to permit the collapse of the disposable formwork itself in a transport configuration, and movement blocking devices of the hinges themselves in order to block the two polystyrene panels in a stable placement configuration.
- The present invention will now be described with reference to the attached drawings, which illustrate a non-limiting form of embodiment of the present invention, and in which:
-
FIG. 1 is an elevated lateral view of a first preferred form of embodiment of a disposable formwork for insulated masonry in reinforced concrete produced according to the present invention; -
FIG. 2 is a plan view of the disposable formwork which is shown inFIG. 1 in an operating placement configuration; -
FIG. 3 is a plan view of the disposable formwork which is shown inFIG. 1 in an operating transport configuration; -
FIG. 4 is a lateral elevation view of the disposable formwork which is shown inFIG. 1 ; -
FIGS. 5 and 6 illustrate, in perspective views, a detail of the disposable formwork which is shown inFIG. 1 in respective operating configurations: and -
FIGS. 7, 8 and 9 are frontal elevation schematic views, with some parts removed for reasons of clarity, of the same number—three—of preferred forms of embodiment of the disposable formwork which is shown inFIG. 1 ; -
FIG. 10 illustrates a perspective view from above of a detail of the disposable formwork which is shown inFIG. 1 ; and -
FIG. 11 illustrates, on an enlarged scale and with some parts removed for reasons of clarity, a detail which is shown inFIG. 10 . - With reference to
FIG. 1 , the number 1 refers to a disposable formwork for insulated masonry in reinforced concrete in its entirety. - The formwork 1 presents a major longitudinal axis A, and comprises two
polystyrene panels 2 which face each other and are parallel to each other and to the axis A itself. Thepanels 2 are delimited towards the outside by respective externallateral surfaces 2 e, and are both limited towards the inside by respective lateral surfaces 2 i which are provided with a number of vertical recesses R. In particular, the recesses R extend for the whole of a height H of thepanels 2, and present a shape in the form of a swallow's tail in a transverse section. - Each
panel 2, which is preferably of a parallelepiped shape, is, in addition, delimited by an upper surface 2 s and a lower surface 2 f, which are parallel to each other and transverse to therelative surfaces 2 i and 2 e, and, with the aim of assembling apanel 2 itself withother panels 2, present a number ofquadrangular bulges 3 andnotches 4 which are arranged in rows parallel to the axis A in such a way that, as is illustrated inFIG. 2 , thebulges 3 and thenotches 4 in one row are staggered in relation to thebulges 3 and thenotches 4 in the adjacent row or rows. - In addition, the formwork 1 comprises two or
more formwork spacers 10 which are preferably but not necessarily assembled by means of co-moulding to thepanels 2, and each comprise, as is illustrated inFIGS. 4, 5 and 6, a respectiveintermediate crosspiece 11, and two anchoringportions 12 which are arranged at opposite ends of thecrosspiece 11. - In addition, each
spacer 10 comprises two connectinghinges 13, which connect eachportion 12 to thecrosspiece 11, and which are suitable for permitting the rotation of eachportion 12 in relation to thecrosspiece 11 itself around a respective axis B transverse to the axis A from a closed configuration (seeFIG. 8 ), in which the twoportions 12 are arranged transverse to thecrosspiece 11, to a placement configuration (seeFIG. 5 ), in which the twoportions 12 are arranged in alignment with thecrosspiece 11. - The
crosspiece 11 comprises two bridge elements 11 a and 11 b, which present an equal flattened shape, and which are arranged on the same plane and are parallel to each other, and are at a determined distance from each other in such a way as to define awindow 14 in relation to each other, which is also delimited by theportions 12. - The elements 11 a and 11 b each comprise, and on each free longitudinal side, three
flattened support saddles 15, which are arranged next to each other, and which are suitable for permitting the safe positioning of the reinforcement rods (which are not illustrated). In addition, the elements 11 a and 11 b each comprise, and in correspondence to the respective opposite longitudinal ends, agrooved body 16, which presents an inner passing hole 16 a, and which is laterally delimited towards the outside by a grooved surface 16 s. - In the form of embodiment which is herein described and illustrated each
portion 12 is partially embedded inside arelative panel 2, and comprises two 18 and 19 which are arranged parallel to and facing each other and transverse to theplates crosspiece 11, and a number of connecting fins 20, which are interposed between the two 18 and 19 themselves, and are arranged through theplates relative panel 2. - In particular, the
plate 18 is arranged in such a way as to abut the surface 2 i of thepanel 2, and is provided, on the opposite side to thefins 20, with arigid rib 21 which is transverse to theplate 18 and is integral, for part of its own length, with theplate 18 itself, while it departs from theplate 18 in correspondence with its own opposite free end in order to define twoelastic pins 22. - The
elastic pins 22 are inserted inside the holes 16 a of therelative bodies 16, and each comprise two forkedteeth 23 which face each other in order to form anopen notch 24, and, for eachtooth 23, a blocking undercut 25 which is arranged outside thebody 16 in order to axially block thebody 16 and thepin 22 themselves. - According to a form of embodiment which is not illustrated, but which is easily understandable from the foregoing description, each
plate 18 may be provided, in the place of therelative plate 19 and therelative connecting fin 20, with a grooved rib in the shape of a swallow's tail in such a way that it can be firmly inserted inside a relative recess R. Such a solution would also permit the use offormwork spacers 10 onpanels 2 which have already been constructed; this would also be permitted in the case of inserting anchoringportions 12 inside slots—which are not illustrated—obtained through thepanels 2. - In the form of embodiment which is currently being described, however, the
plate 19 is arranged outside thepanel 2 in order to permit the easy identification of the position of therelative formwork spacer 20 along thepanel 2 itself, and is arranged in such a way as to completely abut thesurface 2 e of thepanel 2 itself. - The
plate 19 presents a length L of dimensions which are less than the height H of apanel 2, or rather of dimensions which are less than the distance between thesurfaces 2 e and 2 f of thepanel 2 itself. - The different dimensions of the length L and the height H permit the
panels 2 to be placed one over the other in order to form the above-mentioned continuous band of plastic, but leave between oneplate 18 and two equally vertical plates 19 a space of dimensions which are sufficient to permit the direct adhesion of the plaster to the polystyrene of thepanels 2. - According to the illustration which is shown in
FIG. 3 , thehinges 13, which permit the rotation of eachportion 12 in relation to therelative crosspiece 11, consequently permit both the collapse of the formwork 1 in a transport configuration, in which the twopanels 2 are arranged next to each other, and the positioning of the formwork 1 itself in a placement configuration (seeFIG. 2 ) corresponding to the homologous placement configuration of thespacers 10, and in which the twopanels 2 are arranged at a distance from each other which is equal to the length of thecrosspiece 11. - According to what is better illustrated in
FIGS. 10 and 11 , the surface 16 s of eachbody 16 comprises a flatfrontal face 161 which is arranged opposite thebody 16 itself in relation to the relative element 11 a or 11 b, and two flatlateral faces 162, which are arranged parallel to each other and transverse to theface 161, and which are connected to theface 161 itself by means of two arch-shaped cams 163. - Each
body 16 together with arelative pin 22 and together with thebody 16 and thepin 22 which are arranged on the same axis B forms ahinge 13, and eachbody 16 is always arranged with its own surface 16 s abutting therelative plate 18, and the 161 and 162 define, respectively, the above-mentioned placement and transport configurations. In fact, in the transport configuration, afaces face 162 of each pair offaces 162 for eachbody 16 is arranged in contact with therelative plate 18, while, following the rotation of thehinge 13, theface 161 of eachbody 16 enters into contact with therelative plate 18 also blocking thepanel 2. During the rotation, thecams 163 of eachbody 16 elastically deform the corresponding free end of theplates 18 exerting a determined amount of resistance against the rotation itself, and which is suitable for preventing both the accidental return of thepanel 2 to its placement configuration once the rotation itself has been completed, as well as, obviously, the accidental displacement of the placement configuration. - In other words, the surface 16 s of each
pin 22 defines a blocking element of the relative position between thecrosspiece 11 and theportions 12, permitting both the safe transport of thepanel 2, as well as a correct and rapid positioning of thepanel 2 itself. - In addition, the
surfaces 162 present in plan view a shape which is substantially that of a rectangular trapezoid, while thesurface 161 presents in plan view the shape of an isosceles trapezoid, and is crossed by agroove 164, which is orientated parallel to the relative axis B, and is both suitable for permitting the relative body 16 a minimum of elastic deformability, as well as for avoiding the formation of external burrs during the moulding of thebody 16 itself. The 161 and 162 are both arranged with their own major bases on the same side of thesurfaces body 16 and confer s substantially conical development on eachcam 163. - In the alternative form of embodiment of the formwork 1 which is illustrated in
FIG. 7 , theplates 19 are no longer completely outside thepanel 2, but comprise aportion 19′ which is embedded inside thepanel 2, and aportion 19″ which is exposed outside thepanel 2 itself and which is integral with the embeddedportion 19′. In this case, theplates 19 no longer have a completely flat geometry, but present a central concavity 30 defining theportion 19′, and twoend fins 31, which define theportion 19″, and are arranged outside and abutting thepanel 2. - In addition, the
fins 31 are connected to abase 32 of theconcavity 31 by respective connectingportions 33 which are oblique both in relation to thefins 31 and in relation to thebase 32 themselves. - In the alternative form of embodiment of the formwork 1 which is instead illustrated in
FIG. 8 , theplates 19 present a configuration which is a mirror image of the configuration of theplate 19 which is shown inFIG. 7 and, thus, thefins 31 are embedded and define theportion 19′, while thebase 32 of the concavity 30 is arranged outside and abutting thepanel 2, and defines theportion 19″. - Finally, in the additional alternative form of embodiment of the formwork 1 which is illustrated in
FIG. 9 , theplates 19 present a Greek fret configuration, in which theportion 19′ and theportion 19″ are alternated in relation to each other, and are connected byportions 33 which are transverse to theportions 19′ and 19″. - The
plates 19 in the three forms of embodiment of the formwork 1 which are illustrated inFIGS. 7, 8 and 9, thanks to the geometrical details which have been described above, may also present an overall development in plan view which is equal to the height H in that, in each case, the continuous bands of plastic which have been described will never, however, be formed. - A similar solution might prove to be advantageous in the case in which it may be necessary to superimpose a considerable number of
panels 2 one on top of the other, in that the correspondence of aplate 19 of one panel with theplate 19 of thepanel 2 beneath it and of thepanel 2 above it permits the creation of vertical support rods with the contributing advantage of avoiding, as has been described above, the formation of the above-mentioned surface discontinuities. - It is intended that the present invention should not be limited to the forms of embodiment which are herein described and illustrated, which are to be considered as examples of forms of embodiment for the disposable formwork for insulated masonry in reinforced concrete which is the subject of the present invention, and which might be subject to further modifications relating to the shape and disposition of the parts, as well as to details pertaining to construction and assembly.
Claims (13)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ITTO2005A000393 | 2005-06-09 | ||
| IT000393A ITTO20050393A1 (en) | 2005-06-09 | 2005-06-09 | CASSERO TO LOSE FOR MASONRY ISOLATED IN REINFORCED CONCRETE. |
| PCT/EP2005/011528 WO2006131144A1 (en) | 2005-06-09 | 2005-10-27 | Insulating lost formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20080028709A1 true US20080028709A1 (en) | 2008-02-07 |
Family
ID=35906999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US11/660,709 Abandoned US20080028709A1 (en) | 2005-06-09 | 2005-10-27 | Insulating Lost Formwork |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20080028709A1 (en) |
| EP (1) | EP1888855A1 (en) |
| CA (1) | CA2578796A1 (en) |
| IT (1) | ITTO20050393A1 (en) |
| WO (1) | WO2006131144A1 (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100242395A1 (en) * | 2004-12-07 | 2010-09-30 | David Michael Garrett | Insulating concrete form block |
| US20150167303A1 (en) * | 2013-12-13 | 2015-06-18 | Joel Foderberg | Tie system for insulated concrete panels |
| US9091089B2 (en) | 2013-03-12 | 2015-07-28 | Icf Mform Llc | Insulating concrete form (ICF) system with tie member modularity |
| US9175486B2 (en) | 2013-03-12 | 2015-11-03 | Icf Mform Llc | Insulating concrete form (ICF) system with modular tie members and associated ICF tooling |
| US20160281361A1 (en) * | 2013-12-17 | 2016-09-29 | Benjamin Baader | Insulated concrete panel form and method of making same |
| US9493946B2 (en) | 2013-12-13 | 2016-11-15 | Iconx, Llc | Tie system for insulated concrete panels |
| US10011988B2 (en) | 2016-05-11 | 2018-07-03 | Joel Foderberg | System for insulated concrete composite wall panels |
| US20190093348A1 (en) * | 2016-05-05 | 2019-03-28 | Edward Robak | Insulating Construction Panels, Systems and Methods |
| US10267037B2 (en) * | 2016-05-06 | 2019-04-23 | Cooper E. Stewart | Insulating concrete form system |
| US10378204B2 (en) * | 2015-03-27 | 2019-08-13 | Ambe Engineering Pty Ltd | System for forming an insulated structural concrete wall |
| USD887258S1 (en) * | 2018-01-29 | 2020-06-16 | Hk Marketing Lc | Composite action tie |
| US10689843B1 (en) * | 2019-09-19 | 2020-06-23 | Joseph Raccuia | Shuttering framework for insulated sandwich walls |
| US11248383B2 (en) * | 2018-09-21 | 2022-02-15 | Cooper E. Stewart | Insulating concrete form apparatus |
| US11466452B2 (en) * | 2016-09-01 | 2022-10-11 | Rise Form Pty Ltd. | Collapsible formwork for concrete walls |
| USD968199S1 (en) | 2019-04-23 | 2022-11-01 | Hk Marketing Lc | Tie standoff |
| US12017380B2 (en) | 2019-01-18 | 2024-06-25 | Benjamin Baader | Adjustable apparatus, system and method for constructing insulated concrete forms |
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|---|---|---|---|---|
| NO333321B1 (en) * | 2007-09-17 | 2013-05-06 | Broedr Sunde As | Building element for use as formwork and insulation element for erection of foundation wall |
| PT104019B (en) * | 2008-04-14 | 2010-07-05 | Antenio Vieira Fernandes De Lima | BLOCK FOR LOST COVERAGE WITH INSULATION AND REBATABLE CONNECTOR AND DEVICE CONNECTOR. |
| WO2010045740A1 (en) * | 2008-10-24 | 2010-04-29 | 2158484 Ontario Inc. | Concrete form module and form panel structures |
| DK179443B1 (en) * | 2017-01-30 | 2018-09-24 | JSØ Holding | A building block linkage element, a building block with such linkage element, a wall and building of a plurality of such building blocks |
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Cited By (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100242395A1 (en) * | 2004-12-07 | 2010-09-30 | David Michael Garrett | Insulating concrete form block |
| US8112960B2 (en) * | 2004-12-07 | 2012-02-14 | Buildblock Building Systems, L.L.C. | Insulating concrete form block including foam panel having inner row projections flush with and inner row projections set back from inner edge and different in size from outer row projections |
| US9091089B2 (en) | 2013-03-12 | 2015-07-28 | Icf Mform Llc | Insulating concrete form (ICF) system with tie member modularity |
| US9175486B2 (en) | 2013-03-12 | 2015-11-03 | Icf Mform Llc | Insulating concrete form (ICF) system with modular tie members and associated ICF tooling |
| US9103119B2 (en) * | 2013-12-13 | 2015-08-11 | Joel Foderberg | Tie system for insulated concrete panels |
| US9493946B2 (en) | 2013-12-13 | 2016-11-15 | Iconx, Llc | Tie system for insulated concrete panels |
| US20150167303A1 (en) * | 2013-12-13 | 2015-06-18 | Joel Foderberg | Tie system for insulated concrete panels |
| US10167633B2 (en) | 2013-12-13 | 2019-01-01 | Iconx, Llc | Tie system for insulated concrete panels |
| US10704260B2 (en) | 2013-12-13 | 2020-07-07 | Iconx, Llc | Tie system for insulated concrete panels |
| US20160281361A1 (en) * | 2013-12-17 | 2016-09-29 | Benjamin Baader | Insulated concrete panel form and method of making same |
| US10006200B2 (en) * | 2013-12-17 | 2018-06-26 | Benjamin Baader | Insulated concrete panel form and method of making same |
| US20190093355A1 (en) * | 2013-12-17 | 2019-03-28 | Benjamin Baader | Insulated concrete panel form and method of making same |
| US10378204B2 (en) * | 2015-03-27 | 2019-08-13 | Ambe Engineering Pty Ltd | System for forming an insulated structural concrete wall |
| US11225792B2 (en) * | 2016-05-05 | 2022-01-18 | Edward Robak | Insulating construction panels, systems and methods |
| US20190093348A1 (en) * | 2016-05-05 | 2019-03-28 | Edward Robak | Insulating Construction Panels, Systems and Methods |
| US10267037B2 (en) * | 2016-05-06 | 2019-04-23 | Cooper E. Stewart | Insulating concrete form system |
| US10844600B2 (en) | 2016-05-11 | 2020-11-24 | Joel Foderberg | System for insulated concrete composite wall panels |
| US10011988B2 (en) | 2016-05-11 | 2018-07-03 | Joel Foderberg | System for insulated concrete composite wall panels |
| US10309105B2 (en) | 2016-05-11 | 2019-06-04 | Joel Foderberg | System for insulated concrete composite wall panels |
| US11466452B2 (en) * | 2016-09-01 | 2022-10-11 | Rise Form Pty Ltd. | Collapsible formwork for concrete walls |
| US20230033143A1 (en) * | 2016-09-01 | 2023-02-02 | Rise Form Pty Ltd. | Formwork |
| US11920345B2 (en) * | 2016-09-01 | 2024-03-05 | Rise Form Pty Ltd. | Collapsible formwork for concrete walls |
| USD887258S1 (en) * | 2018-01-29 | 2020-06-16 | Hk Marketing Lc | Composite action tie |
| US11248383B2 (en) * | 2018-09-21 | 2022-02-15 | Cooper E. Stewart | Insulating concrete form apparatus |
| US12017380B2 (en) | 2019-01-18 | 2024-06-25 | Benjamin Baader | Adjustable apparatus, system and method for constructing insulated concrete forms |
| USD1061227S1 (en) | 2019-04-23 | 2025-02-11 | Hk Marketing Lc | Tie standoff |
| USD968199S1 (en) | 2019-04-23 | 2022-11-01 | Hk Marketing Lc | Tie standoff |
| US10689843B1 (en) * | 2019-09-19 | 2020-06-23 | Joseph Raccuia | Shuttering framework for insulated sandwich walls |
| US11168475B2 (en) | 2019-09-19 | 2021-11-09 | Joseph Raccuia | Shuttering framework for insulated sandwich walls |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2578796A1 (en) | 2006-12-14 |
| EP1888855A1 (en) | 2008-02-20 |
| ITTO20050393A1 (en) | 2006-12-10 |
| WO2006131144A1 (en) | 2006-12-14 |
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