US20030102421A1 - Form assembly for pouring concrete beams - Google Patents
Form assembly for pouring concrete beams Download PDFInfo
- Publication number
- US20030102421A1 US20030102421A1 US10/221,106 US22110602A US2003102421A1 US 20030102421 A1 US20030102421 A1 US 20030102421A1 US 22110602 A US22110602 A US 22110602A US 2003102421 A1 US2003102421 A1 US 2003102421A1
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- US
- United States
- Prior art keywords
- side walls
- form assembly
- basic element
- assembly according
- end piece
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 230000008878 coupling Effects 0.000 claims description 15
- 238000010168 coupling process Methods 0.000 claims description 15
- 238000005859 coupling reaction Methods 0.000 claims description 15
- 210000002105 tongue Anatomy 0.000 claims description 9
- 230000008719 thickening Effects 0.000 claims description 5
- 230000000295 complement effect Effects 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 description 12
- 239000011449 brick Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- 210000000080 chela (arthropods) Anatomy 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Definitions
- This invention relates to a form assembly for pouring a concrete beam, for example, a lintel or another horizontal support element made of concrete, which form assembly at least comprises a basic element with a bottom and at least two side walls standing thereupon and extending in the longitudinal direction thereof.
- Beams casted on site consisting of reinforced concrete show the advantage that they always can be made in the required strength, calculated from case to case, such that they can be better adapted to the specific case.
- the form assembly in fact, has to take into account the span and close joining to the walls. Moreover, in certain cases it can be open at both extremities and consist exclusively of a trough-shaped basic element, because the walls close off the extremities, whereas in other cases, one or both extremities must be closed off by an end wall.
- the side walls mostly must be supported on site or must be kept together by means of clamps or such in order to resist the pressure of the concrete.
- the present invention aims at a form assembly for pouring a concrete beam which remedies the aforementioned disadvantages and can be applied in a fast and easy manner.
- the connecting means comprise an upper wall which is fixed to the two side walls and mutually connects the upper edges thereof and which is provided with a number of openings.
- the bottom and the side walls of the basic element can be formed of one piece.
- the bottom and the side walls of the basic element are connected to each other in a detachable manner, and the connecting means comprise a number of bows which cooperate with collars at the upper edge, lower edge, respectively, of the side walls.
- the form assembly possibly can be brought on the market in unassembled condition, however, due to the enclosed bows it can be assembled very fast.
- coupling means can be provided for coupling auxiliary means such as end pieces, bows or connecting pieces to the basic element.
- End pieces and such are manufactured separately and, if they are required for the specific case, can be coupled to the basic element in a fast and simple manner by means of coupling means.
- These coupling means can be guides for coupling in a sliding manner.
- each side wall comprises at least one collar which preferably extends over the entire length.
- the form assembly comprises at least one end piece which can be slid over one extremity of the basic element, and means for connecting it to a basic element, whereby these means preferably also comprise locking means for locking the end piece and preventing the displacement thereof.
- the aforementioned means for connecting the end piece to the basic element partially may consist of the aforementioned coupling means on side walls and complementary coupling means cooperating therewith on the end piece.
- end pieces may be provided with grooves or collars which can be slid over the collars, grooves, respectively, on the side walls, such that they ate rapidly connected to the remainder of the form assembly.
- FIG. 1 in perspective view represents a form assembly according to the invention, consisting of a basic element and an end piece;
- FIG. 2 in perspective view represents a cross-section according to line II-II in FIG. 1, the reinforcement being omitted;
- FIG. 3 represents a cross-section according to line III-III in FIG. 1, also without the reinforcement;
- FIG. 4 represents a perspective view of an end piece from the form assembly of FIG. 1, with a partial cut-out;
- FIG. 5 represents a view similar to that of FIG. 1, but for an embodiment variant
- FIG. 6 in perspective represents a cross-section according to line VI-VI in FIG. 5, but without the reinforcement;
- FIG. 7 represents a perspective view of another form of embodiment of the form assembly according to the invention.
- FIG. 8 in perspective view represents a cross-section according to line VIII-VIII in FIG. 7, without the reinforcement.
- the form assembly according to the invention substantially consists of a straight channel-shaped basic element 1 and a single end piece 2 . Both elements preferably are manufactured of synthetic material, but may also be manufactured of another suitable material.
- the basic element 1 substantially consists of an oblong bottom 3 , two side walls 4 and 5 standing thereupon which are formed in one piece with the bottom 3 and, at the lower edge, protrude somewhat over the bottom 3 , and connecting means which in this embodiment consist of an upper wall 6 which mutually connects the upper edges of the two side walls 4 and 5 and which is provided with a number of large openings 7 for pouring concrete.
- each of the side walls 4 and 5 is planar at the inside, but at its exterior side has coupling means in the shape of guides.
- each side wall 4 and 5 has three collars over its entire, length, to wit an upper collar 8 with a downwardly directed edge 9 along its upper edge, a lower collar 10 with an upwardly directed edge 11 along its lower edge, and a central collar 12 with a downwardly directed edge 13 in between the collars 8 and 10 .
- each side wall 4 and 5 has an outwardly directed thickening 14 in which a row of local thinnings, situated at regular distances in respect to each other,,are provided in the shape of deep cavities 15 .
- these cavities 15 have a lozenge-shaped cross-section, but they can also have a round cross-section or a cross--section of another shape.
- the cavities 15 are so deep that the side wall 4 or 5 at that location easily can be perforated by means of a metal pin 16 .
- a metal pin 16 In the represented example, one such pin 16 has been passed transversely through the opposed cavities 15 , whereby between the two side walls 4 and 5 , the pin 16 is surrounded by a sleeve 17 , for example, made of synthetic material such as PVC, or another material.
- the aforementioned bottom 3 is provided with transverse breaking lines 19 , situated at regular mutual interspaces, in the shape of indentations.
- the end piece 2 substantially consists of two side walls 20 and 21 , an end wall 22 mutually connecting these side walls 20 and 21 at one extremity, and an upper wall 23 mutually connecting the upper edges of the side walls 20 and 21 . At the bottom, said end piece 2 is open.
- the side walls 20 and 21 are less high than the side walls 4 and 5 .
- the upper wall 23 is provided with a large opening 24 and protrudes at both sides beyond the side walls 20 and 21 , with a part which, together with an outwardly protruding portion of the corresponding side wall 20 or 21 , forms a channel 25 which in cross-section is complementary to the upper collar 8 of a side wall 4 or 5 .
- This channel 25 extends from the extremity directed away from the end wall 22 up to a distance of said end wall 22 which is approximately equal to the usual thickness of a masoned wall.
- This channel 25 which can be shifted over a matching collar 8 , comprises an upwardly directed edge 25 A which engages behind the edge 9 of said collar 8 .
- each side wall 20 and 21 is provided with a second channel 26 which fits through an outwardly protruding portion of the corresponding side wall 20 or 21 and around a central collar 12 .
- this channel too, has an edge 26 A which, when the end piece 2 is slid with its channel 26 over a collar 12 , engages behind the edge 13 .
- a springy tongue 28 directed away from the end wall 22 is formed, which tongue, at its free extremity, is provided with a thickening 29 at its interior side, the front end of which thickening is chamfered, and which thickening forms a barb fitting into a groove 18 .
- the basic element 1 can be provided with other locking means, for example, screws which are screwed through the side wall 20 and 21 of the end piece 2 and press against the side wall 4 , 5 , respectively.
- a pre-fabricated reinforcement 30 has been provided in the form assembly by means of spacers.
- the end wall 22 of the end piece 2 can be provided with openings through which the rods of this reinforcement 30 can protrude in order to pour concrete adjoining thereto after having formed the concrete beam.
- the form assembly may comprise no, one or two end pieces 2 , depending on whether the concrete beam has to adjoin with its upright extremities against masonry or not.
- the form assembly rests, on one hand, with one extremity 2 on the uppermost layer of bricks of a transverse-directed, half-brick masoned wall 31 and, on the other hand, with an open extremity of the basic element 1 , by the intermediary of the pin 16 , with a sleeve 17 resting upon a platform formed by a layer of bricks 32 A of a wall 32 , whereas a layer of bricks 32 B situated thereabove closes off the extremity.
- a basic element 1 is chosen, the bottom 3 of which is somewhat larger than the distance between the walls 31 and 32 and is acquired together with one end piece 2 and a reinforcement 30 .
- the length of the end piece 2 is chosen in function of the size of the support surface on which this end piece 2 has to rest, in the example therefore in function of the thickness of the wall 31 .
- the reinforcement 30 is sawed to fit and provided in the form assembly.
- the form assembly with the reinforcement 30 therein is placed with the end piece 2 on the wall 31 and with its other extremity, by means of the pin 16 , surrounded by the sleeve 17 , placed upon the layer of bricks 32 A of the wall 32 .
- the underside of the sleeve 17 is situated at the same height as the underside of the side walls 20 and 21 of the end piece 2 .
- the side walls 5 and 6 are situated at opposite sides, over a distance which depends on the length of the chosen basic element 1 , against the wall 32 , and the layer of bricks 32 B closes off the extremity.
- the bottom 3 rests against the layer of bricks 32 A.
- the locking means do not have any tongues 28 but clamping screws screwed into the end piece, then, by unscrewing it, this end piece can be slid from the basic element and possibly used again.
- FIGS. 5 and 6 an embodiment variant of a form assembly according to the invention is represented which substantially differs from the form of embodiment described in the aforegoing in that the bottom 3 of the basic element 1 can be detached from the side walls 4 and 5 and that the connecting means comprise bows 33 which attach the side walls 4 and 5 in respect to each other not only at the top, but also at the bottom.
- the bottom 3 is a loose plate which is slid with its edges into grooves 34 in the interior side of the side walls 4 and 5 .
- the bows 33 comprise extremities folded over in hook-shape which engage over the collars 8 at the upper edges of the side walls 4 and 5 , the collars 10 at the lower edges of these side walls 4 and 5 , respectively.
- the collars 10 and 8 on one and the same side wall 4 or 5 are each other's mirror images, such that one and the same bow 33 can be used at the top as well as at the bottom of the basic element 1 .
- the form assembly is composed and used in a similar manner, with the difference that the basic element 1 can be acquired in unmounted condition and the loose parts, to wit the bottom 3 and the side walls 4 and 5 , have to be attached to each other on site.
- the bottom 3 is provided in the grooves 34 of the side walls 4 and 5 , and bows 33 are slid over the collars 8 , collars 10 , respectively.
- bottom 3 As the bottom 3 is separate, it can be brought to length before attachment, such that it need not have breaking lines 19 but, for example, can be sawed to size.
- the removal of the form assembly after the hardening of the concrete is somewhat simpler. It suffices to remove the end piece 2 , to slide the bows 33 off the basic element 1 at the top and to remove the pin 16 in order to be able to slide the remainder of the form assembly downward from the concrete, after which the bottom 3 and the side walls 4 and 5 can be drawn apart in order to be ready for use for a following assembly.
- the bottom 3 might be able to form a whole with the side walls 4 and 5 , whereas the upper edges of the side walls are connected by bows 33 .
- the basic element 1 is oblong and straight. It is clear that this is not necessary and that the form assembly also may comprise constructively similar form elements, however, with another shape, and thus, for example, with an L-shape, T-shape or cross-shape.
- Form elements with such shapes mostly are not used as a single unit, but in fact in combination with two or more straight-lined basic elements 1 , as a result of which composed form assemblies are created.
- Such composed form assembly is represented, for example, in FIGS. 7 and 8, whereby this form assembly consists of a single cross-shaped form element 35 and four straight-lined basic elements 1 connected to the arms thereof.
- the straight-lined basic elements 1 are of the type according to FIGS. 1 and 2, whereas the cross-shaped form element 35 is of the combined type with a fixed upper wall 6 but a separate bottom 3 and therefore with bows 33 at the bottom.
- Such type substantially is used for all not straight-lined form elements, in consideration of the fact that these can not be formed by extrusion and the mould can be made in a simpler manner if the bottom 3 is manufactured separately.
- the connecting piece 36 consists of an upper wall 38 , which is provided with an opening 39 , and two side walls 40 and 41 . In cross-section, this connecting piece 36 has the same shape as the foremost open extremity of an end piece 2 .
- the side walls 40 and 41 thus each comprise two channels 25 and 26 extending over their entire length.
- each side wall 40 or 41 is provided with two tongues 28 which are directed towards the one or the other extremity of the side wall 40 or 41 , respectively.
- the basic element 1 and the other form element 35 or a second basic element 1 can be slid in the connecting piece 36 up to against each other, however, if an opening has to remain at the underside, for example, above a wall, then these elements may remain positioned at a distance to each other.
- side wall pieces which are connected to each other at the top, with a shape similar to that of the side walls 4 and 5 , can be placed between said elements.
- All or certain elements of a form assembly can be brought on the market together as well as separately.
- different lengths of basic elements can be offered for sale, as well as different lengths of end pieces for different wall thicknesses.
- the longer a basic element 1 the wider the bottom 3 thereof possibly may be.
- End pieces 2 or other form assembly elements, such as an element 35 , or possible connecting pieces 36 then also can be offered on the market in different widths.
- bows 33 of different sizes can be offered.
- the reinforcement 30 can be offered on the market separately or in a basic element or a complete form assembly.
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Abstract
This invention relates to a form assembly for pouring a concrete beam, which form assembly comprises at least a basic element (1) with a bottom (3) and two side walls (4, 5) standing thereupon and extending in the longitudinal direction thereof, whereby the upper edges of the side walls (4, 5) of the basic element (1) are connected to each other by means of connecting means, for example, an upper wall (6) with openings (7). On one or both extremities of said basic element (1), an end piece (2) or a connecting piece can be slid and fixed thereupon.
Description
- This invention relates to a form assembly for pouring a concrete beam, for example, a lintel or another horizontal support element made of concrete, which form assembly at least comprises a basic element with a bottom and at least two side walls standing thereupon and extending in the longitudinal direction thereof.
- Beams casted on site consisting of reinforced concrete show the advantage that they always can be made in the required strength, calculated from case to case, such that they can be better adapted to the specific case.
- However, they show the disadvantage that the form assembly, including the reinforcement, also has to be manufactured specifically for each single case.
- The form assembly, in fact, has to take into account the span and close joining to the walls. Moreover, in certain cases it can be open at both extremities and consist exclusively of a trough-shaped basic element, because the walls close off the extremities, whereas in other cases, one or both extremities must be closed off by an end wall.
- Each form assembly, thus, practically has to be made to size and form, such that a series fabrication of form assemblies is not possible.
- Furthermore, the side walls mostly must be supported on site or must be kept together by means of clamps or such in order to resist the pressure of the concrete.
- The manufacture and installation of the known form assembly thus is time-consuming and difficult, especially for a person not skilled in the art.
- The present invention aims at a form assembly for pouring a concrete beam which remedies the aforementioned disadvantages and can be applied in a fast and easy manner.
- To this aim, at least the upper walls of the side walls of the basic element are mutually connected by means of connecting means.
- As the upper edges are connected to each other, supporting the side walls or keeping them together by means of clamps is no longer necessary. The basic element can be brought on the market as such and, if necessary, rapidly adapted on site.
- In a first preferred form of embodiment, the connecting means comprise an upper wall which is fixed to the two side walls and mutually connects the upper edges thereof and which is provided with a number of openings.
- Then, also the bottom and the side walls of the basic element can be formed of one piece.
- In a second preferred form of embodiment, the bottom and the side walls of the basic element are connected to each other in a detachable manner, and the connecting means comprise a number of bows which cooperate with collars at the upper edge, lower edge, respectively, of the side walls.
- In this form of embodiment, the form assembly possibly can be brought on the market in unassembled condition, however, due to the enclosed bows it can be assembled very fast.
- At the exterior side of the side walls, coupling means can be provided for coupling auxiliary means such as end pieces, bows or connecting pieces to the basic element.
- End pieces and such are manufactured separately and, if they are required for the specific case, can be coupled to the basic element in a fast and simple manner by means of coupling means.
- These coupling means can be guides for coupling in a sliding manner.
- These guides may form a collar, whereby thus each side wall comprises at least one collar which preferably extends over the entire length.
- In some cases, the form assembly comprises at least one end piece which can be slid over one extremity of the basic element, and means for connecting it to a basic element, whereby these means preferably also comprise locking means for locking the end piece and preventing the displacement thereof.
- The aforementioned means for connecting the end piece to the basic element partially may consist of the aforementioned coupling means on side walls and complementary coupling means cooperating therewith on the end piece.
- These end pieces may be provided with grooves or collars which can be slid over the collars, grooves, respectively, on the side walls, such that they ate rapidly connected to the remainder of the form assembly.
- With the intention of better showing the characteristics of the invention, hereafter, as an example without any limitative character, several preferred forms of embodiment of a form assembly according to the invention are described, with reference to the accompanying drawings, wherein:
- FIG. 1 in perspective view represents a form assembly according to the invention, consisting of a basic element and an end piece;
- FIG. 2 in perspective view represents a cross-section according to line II-II in FIG. 1, the reinforcement being omitted;
- FIG. 3 represents a cross-section according to line III-III in FIG. 1, also without the reinforcement;
- FIG. 4 represents a perspective view of an end piece from the form assembly of FIG. 1, with a partial cut-out;
- FIG. 5 represents a view similar to that of FIG. 1, but for an embodiment variant;
- FIG. 6 in perspective represents a cross-section according to line VI-VI in FIG. 5, but without the reinforcement;
- FIG. 7 represents a perspective view of another form of embodiment of the form assembly according to the invention;
- FIG. 8 in perspective view represents a cross-section according to line VIII-VIII in FIG. 7, without the reinforcement.
- The form assembly according to the invention, represented in FIGS. 1 and 2, substantially consists of a straight channel-shaped basic element 1 and a
single end piece 2. Both elements preferably are manufactured of synthetic material, but may also be manufactured of another suitable material. - The basic element 1 substantially consists of an
oblong bottom 3, two 4 and 5 standing thereupon which are formed in one piece with theside walls bottom 3 and, at the lower edge, protrude somewhat over thebottom 3, and connecting means which in this embodiment consist of anupper wall 6 which mutually connects the upper edges of the two 4 and 5 and which is provided with a number ofside walls large openings 7 for pouring concrete. - Each of the
4 and 5 is planar at the inside, but at its exterior side has coupling means in the shape of guides. Thus, eachside walls 4 and 5 has three collars over its entire, length, to wit anside wall upper collar 8 with a downwardly directededge 9 along its upper edge, alower collar 10 with an upwardly directededge 11 along its lower edge, and acentral collar 12 with a downwardly directededge 13 in between the 8 and 10.collars - Between the
lower collar 10 and thecentral collar 12 and at the height of thebottom 3, each 4 and 5 has an outwardly directedside wall thickening 14 in which a row of local thinnings, situated at regular distances in respect to each other,,are provided in the shape ofdeep cavities 15. In the represented example, thesecavities 15 have a lozenge-shaped cross-section, but they can also have a round cross-section or a cross--section of another shape. - The
cavities 15 are so deep that the 4 or 5 at that location easily can be perforated by means of aside wall metal pin 16. In the represented example, onesuch pin 16 has been passed transversely through theopposed cavities 15, whereby between the two 4 and 5, theside walls pin 16 is surrounded by asleeve 17, for example, made of synthetic material such as PVC, or another material. - Between the
upper collar 8 and thecentral collar 12, almost over the entire length of each 4 and 5, a relief-like strip, to wit a series of ribs or recesses, has been provided, in the represented example a row ofside wall vertical grooves 18 with a rectangular cross-section, which are destined for cooperating with anend piece 2, as will be explained in the following. - At its underside, the
aforementioned bottom 3 is provided withtransverse breaking lines 19, situated at regular mutual interspaces, in the shape of indentations. - The
end piece 2 substantially consists of two 20 and 21, anside walls end wall 22 mutually connecting these 20 and 21 at one extremity, and anside walls upper wall 23 mutually connecting the upper edges of the 20 and 21. At the bottom, saidside walls end piece 2 is open. - The
20 and 21 are less high than theside walls 4 and 5.side walls - The
upper wall 23 is provided with alarge opening 24 and protrudes at both sides beyond the 20 and 21, with a part which, together with an outwardly protruding portion of theside walls 20 or 21, forms acorresponding side wall channel 25 which in cross-section is complementary to theupper collar 8 of a 4 or 5.side wall - This
channel 25 extends from the extremity directed away from theend wall 22 up to a distance of saidend wall 22 which is approximately equal to the usual thickness of a masoned wall. - This
channel 25, which can be shifted over amatching collar 8, comprises an upwardly directededge 25A which engages behind theedge 9 of saidcollar 8. - Below its
channel 25, each 20 and 21 is provided with aside wall second channel 26 which fits through an outwardly protruding portion of the 20 or 21 and around acorresponding side wall central collar 12. - At the interior side, this channel, too, has an
edge 26A which, when theend piece 2 is slid with itschannel 26 over acollar 12, engages behind theedge 13. - Between the
channel 25 and thechannel 26, in each 20 and 21, by means ofside wall recesses 27, aspringy tongue 28 directed away from theend wall 22 is formed, which tongue, at its free extremity, is provided with athickening 29 at its interior side, the front end of which thickening is chamfered, and which thickening forms a barb fitting into agroove 18. - These
tongues 28, together with thegrooves 18, form locking means at opposite sides of the form assembly in order to lock theend piece 2 in respect to the basic element 1. Due to the 25 and 26 engaging over thechannels 8 and 12, saidcollars end piece 2 already is positioned in vertical direction in respect to the basic element 1. - Of course, the basic element 1 can be provided with other locking means, for example, screws which are screwed through the
20 and 21 of theside wall end piece 2 and press against the 4, 5, respectively.side wall - The portion of the
20 and 21 which is situated between the extremities of theside walls 25 and 26 and thechannels end wall 22, is thicker towards the inside than the remainder of the 20 and 21, such that the interior side of this portion is situated in the prolongation of the interior side of theside walls 4 and 5 of the basic element 1, when theside walls end piece 2 has been slid thereupon. - In the form assembly, a
pre-fabricated reinforcement 30 has been provided. Thisreinforcement 30 can be positioned in the form assembly by means of spacers. Theend wall 22 of theend piece 2 can be provided with openings through which the rods of thisreinforcement 30 can protrude in order to pour concrete adjoining thereto after having formed the concrete beam. - The form assembly may comprise no, one or two
end pieces 2, depending on whether the concrete beam has to adjoin with its upright extremities against masonry or not. - As represented in FIG. 1, the form assembly rests, on one hand, with one
extremity 2 on the uppermost layer of bricks of a transverse-directed, half-brickmasoned wall 31 and, on the other hand, with an open extremity of the basic element 1, by the intermediary of thepin 16, with asleeve 17 resting upon a platform formed by a layer ofbricks 32A of awall 32, whereas a layer ofbricks 32B situated thereabove closes off the extremity. - The application of such form assembly is very simple and as follows:
- From different dimensions of basic elements 1 which are on the market, a basic element 1 is chosen, the
bottom 3 of which is somewhat larger than the distance between the 31 and 32 and is acquired together with onewalls end piece 2 and areinforcement 30. - The end,
piece 2 is slid on one extremity of the basic element 1 until the 8 and 12 are situated on the extremity of thecollars 25 and 26, whereby thechannels springy tongue 28 is shifted over thegrooves 18 in a pawl-like fashion, however, can not move back. - The length of the
end piece 2 is chosen in function of the size of the support surface on which thisend piece 2 has to rest, in the example therefore in function of the thickness of thewall 31. - Thus, as a consequence of its application, the
end piece 2 becomes fixed in vertical as well as in longitudinal direction in respect to the basic element 1. - At the other end of the basic element 1, on site pieces are broken off the
bottom 3, by means of pincers or such, at breakinglines 19, until saidbottom 3 fits between 31 and 32.te walls - At the open extremity, the
pin 16 with the sleeve, 17 is provided. - If necessary, the
reinforcement 30 is sawed to fit and provided in the form assembly. - The form assembly with the
reinforcement 30 therein is placed with theend piece 2 on thewall 31 and with its other extremity, by means of thepin 16, surrounded by thesleeve 17, placed upon the layer ofbricks 32A of thewall 32. The underside of thesleeve 17 is situated at the same height as the underside of the 20 and 21 of theside walls end piece 2. - At this extremity, the
5 and 6 are situated at opposite sides, over a distance which depends on the length of the chosen basic element 1, against theside walls wall 32, and the layer ofbricks 32B closes off the extremity. Thebottom 3 rests against the layer ofbricks 32A. - At the side of the
end piece 2, the 4 and 5, as well as theside walls bottom 3, rest against thewall 31. - Now, concrete is poured through
7 and 24, and after hardening, theopenings tongues 28 of theend piece 2 are forced or broken away by means of a screwdriver or the like, such that theend piece 2 can be removed, after which theupper wall 6 is removed by breaking, sawing or otherwise. Thepin 16 also is removed. Thesleeve 17 remains in the hardened concrete. - During pouring, the
4 and 5 are solidly held together in respect to each other by means of the upper wall, without the necessity of supports or such. When an extremity of the basic element 1 has to be closed off, as represented, this can be realized fast and simple by means of a prefabricatedside walls standard end piece 2. - Not only is the use of the form assembly very simple, but also the manufacture thereof can be very simple.
- On account of the fact that the
8, 10 and 12 extend over the entire length of the basic element 1, a possible manufacturing method consists in producing this basic element 1 by extrusion and cutting or sawing it to size. Before the extruded element hardens, only thecollars cavities 15 and therecesses 18 have to be provided by means of indenting. - If the locking means do not have any
tongues 28 but clamping screws screwed into the end piece, then, by unscrewing it, this end piece can be slid from the basic element and possibly used again. - In FIGS. 5 and 6, an embodiment variant of a form assembly according to the invention is represented which substantially differs from the form of embodiment described in the aforegoing in that the
bottom 3 of the basic element 1 can be detached from the 4 and 5 and that the connecting means comprise bows 33 which attach theside walls 4 and 5 in respect to each other not only at the top, but also at the bottom.side walls - As represented in detail in FIG. 6, the
bottom 3 is a loose plate which is slid with its edges intogrooves 34 in the interior side of the 4 and 5.side walls - The bows 33 comprise extremities folded over in hook-shape which engage over the
collars 8 at the upper edges of the 4 and 5, theside walls collars 10 at the lower edges of these 4 and 5, respectively. Theside walls 10 and 8 on one and thecollars 4 or 5 are each other's mirror images, such that one and thesame side wall same bow 33 can be used at the top as well as at the bottom of the basic element 1. - Also in this form of embodiment, the form assembly is composed and used in a similar manner, with the difference that the basic element 1 can be acquired in unmounted condition and the loose parts, to wit the
bottom 3 and the 4 and 5, have to be attached to each other on site. Theside walls bottom 3 is provided in thegrooves 34 of the 4 and 5, and bows 33 are slid over theside walls collars 8,collars 10, respectively. - As the
bottom 3 is separate, it can be brought to length before attachment, such that it need not have breakinglines 19 but, for example, can be sawed to size. - In this form of embodiment, the removal of the form assembly after the hardening of the concrete is somewhat simpler. It suffices to remove the
end piece 2, to slide thebows 33 off the basic element 1 at the top and to remove thepin 16 in order to be able to slide the remainder of the form assembly downward from the concrete, after which thebottom 3 and the 4 and 5 can be drawn apart in order to be ready for use for a following assembly.side walls - A combination of the forms of embodiment described in the aforegoing is possible, in that sense that
4 and 5 of the basic element 1 are connected to each other by a fixedside walls upper wall 6, but thebottom 3 still can be detached from the 4 and 5 and the connecting means thus not only comprise theside walls upper wall 6, but also a number ofbows 33 at the bottom. - On the other hand, the
bottom 3 might be able to form a whole with the 4 and 5, whereas the upper edges of the side walls are connected by bows 33.side walls - In FIGS. 1 to 6, the basic element 1 is oblong and straight. It is clear that this is not necessary and that the form assembly also may comprise constructively similar form elements, however, with another shape, and thus, for example, with an L-shape, T-shape or cross-shape.
- Form elements with such shapes mostly are not used as a single unit, but in fact in combination with two or more straight-lined basic elements 1, as a result of which composed form assemblies are created.
- Such composed form assembly is represented, for example, in FIGS. 7 and 8, whereby this form assembly consists of a single
cross-shaped form element 35 and four straight-lined basic elements 1 connected to the arms thereof. - In the example represented in said FIGS. 7 and 8, the straight-lined basic elements 1 are of the type according to FIGS. 1 and 2, whereas the
cross-shaped form element 35 is of the combined type with a fixedupper wall 6 but aseparate bottom 3 and therefore withbows 33 at the bottom. - Such type substantially is used for all not straight-lined form elements, in consideration of the fact that these can not be formed by extrusion and the mould can be made in a simpler manner if the
bottom 3 is manufactured separately. - It is clear that in a composed form assembly consisting of at least one basic element 1 and at least one not-
straight form element 35, there must be a connection between the basic elements 1, and the form assembly then also comprises one or more connectingpieces 36, in the example, one connectingpiece 36 between each arm of thecross-shaped form element 36 and one straight-lined basic element 1. - In the
bottom 3 of thecross-shaped form element 35, at the height of the intersection, a square opening is left open which is as large as the upper side of a support pillar 37 situated beneath. - The connecting
piece 36 consists of anupper wall 38, which is provided with anopening 39, and two 40 and 41. In cross-section, this connectingside walls piece 36 has the same shape as the foremost open extremity of anend piece 2. - The
40 and 41 thus each comprise twoside walls 25 and 26 extending over their entire length.channels - There are locking means for locking said connecting
piece 36 to the basic element 1 as well as to anotherform element 35 or another basic element 1, which means that in the represented example, each 40 or 41 is provided with twoside wall tongues 28 which are directed towards the one or the other extremity of the 40 or 41, respectively.side wall - The basic element 1 and the
other form element 35 or a second basic element 1 can be slid in the connectingpiece 36 up to against each other, however, if an opening has to remain at the underside, for example, above a wall, then these elements may remain positioned at a distance to each other. - To ensure that in this last case the side wall of the concrete beam is not thicker than at the place where no element has been present, side wall pieces, which are connected to each other at the top, with a shape similar to that of the
4 and 5, can be placed between said elements.side walls - All or certain elements of a form assembly can be brought on the market together as well as separately. On the market, different lengths of basic elements can be offered for sale, as well as different lengths of end pieces for different wall thicknesses. The longer a basic element 1, the wider the
bottom 3 thereof possibly may be.End pieces 2 or other form assembly elements, such as anelement 35, or possible connectingpieces 36, then also can be offered on the market in different widths. Also, bows 33 of different sizes can be offered. - The
reinforcement 30 can be offered on the market separately or in a basic element or a complete form assembly. - It is evident that the invention is in no way limited to the forms of embodiment described by way of example and represented in the figures, on the contrary may such form assembly be realized in various shapes and dimensions while still remaining within the scope of the invention.
Claims (21)
1.- Form assembly for pouring a concrete beam, for example, a lintel or another horizontal support element made of concrete, which form assembly at least comprises a basic element (1) with a bottom (3) and at least two side walls (4,5) standing thereupon and extending in the longitudinal direction thereof, characterized in that at least the upper edges of the side walls (4,5) of the basic element (1) are connected to each other by means of connecting means.
2.- Form assembly according to claim 1 , characterized in that the connecting means comprise an upper wall (6) which is fixed to the two side walls (4 and 5) and connects the upper edges thereof to each other and which is provided with a number of openings (7).
3.- Form assembly according to claim 2 , characterized in that the bottom (3) and the side walls (4,5) of the basic element (1) are formed in one piece.
4.- Form assembly according to claim 1 , characterized in that the bottom (3) and the side walls (4,5) of the basic element (1) are connected to each other in a detachable manner and that the connecting means comprise a number of bows (33) which cooperate with collars (8,10) at the upper edge, lower edge, respectively, of the side walls (4,5).
5.- Form assembly according to claim 4 , characterized in that the extremities of the bows (33) are bent in hook-shape and engage behind an edge (9,11) of the collar (8,10).
6.- Form assembly according to any of the preceding claims, characterized in that coupling means for coupling auxiliary parts such as end pieces (2), bows (33) or connecting pieces (36) to the basic element (1) are provided at the exterior side of the side walls (4,5).
7.- Form assembly according to claim 6 , characterized in that these coupling means are guides allowing for a coupling by sliding.
8.- Form assembly according to claim 7 , characterized in that these guides are collars (8,10,12), whereby thus each side wall (4,5) comprises at least one collar (8,10,12) which preferably extends over the entire length.
9.- Form assembly according to any of the preceding claims, characterized in that it comprises at least one end piece (2) which can be slid over an extremity of the basic element (1), and means to connect it to a basic element (1).
10.- Form assembly according to claim 9 , characterized in that the means for connecting an end piece (2) to the basic element (1) comprise locking means for locking the end piece (2) and preventing a displacement thereof.
11.- Form assembly according to any of the claims 6 to 8 and according to claim 9 or 10, characterized in that the means for connecting an end piece (2) to the basic element (1) partially consist of said coupling means on side walls (4,5), and complementary coupling means cooperating therewith on the end piece (2).
12.- Form assembly according to claims 8 and 10, characterized in that the end piece (2) comprises an end wall (22) and two side walls (20,21) connected thereto, which side walls are provided with channels (25,26) which are slid over the collars (8,12) on the side walls (4,5).
13.- Form assembly according to claim 12 , characterized in that the channels (25,26) of the end piece (2) and the collars (8,10) cooperating therewith of the basic element (1) are formed such that they engage into each other.
14.- Form assembly according to claim 5 and claim 12 or 13, characterized in that one pair of these collars (8,12) over which channels (25,26) of the end piece (2) have been slid, are the collars (8) along the upper edges of the side walls (4,5) with which the bows (33) connecting the upper edges of the side walls (4,5) to each other are cooperating.
15.- Form assembly according to any of the claims 10 to 14 , characterized in that the locking means comprise a row of recesses (27) at least on each of the side walls (4,5) of the basic element (1), and in the end piece (2) springy tongues (28) with a thickening (29), said tongues cooperating with said recesses in a pawl-like fashion.
16.- Form assembly according to claim 10 , characterized in that the locking means comprise at least one screw which is screwed through at least one side wall (20,21) of the end piece (2) and pushes against a side wall (4,5) of the basic element.
17.- Form assembly according to any of the preceding claims, characterized in that the basic element (1) comprises a row of cavities (15) in both side walls (4,5) in longitudinal direction, at the height of which cavities it is possible to perforate the side walls (4,5).
18.- Form assembly according to claim 17 , characterized in that it comprises at least one pin (16) which is passed through two opposed cavities (15) and in between the two side walls (4,5) possibly is surrounded by a sleeve (17).
19.- Form assembly according to any of the preceding claims, characterized in that it comprises, apart from at least one straight-lined basic element (1), at least a second basic element (1) or a constructively similar form element (35) of another shape, for example, a form element (35) with an L-shape, a T-shape or cross-shape, which is connected to the first-mentioned basic element (1) by means of a connecting piece (36).
20.- Form assembly according to any of the claims 6 to 8 and 19, characterized in that the connecting piece (36) comprises an upper wall (38), possibly provided with an opening (39) and two lateral walls (40,41), whereby these side walls (40,41) are connected to the side walls (4,5) of a basic element (1) and a second basic element (1) or a form element (35) of another shape by means of coupling means.
21.- Form assembly according to claim 20 , characterized in that it comprises locking means for locking the connecting piece (36) at the basic element (1) as well as at the other element, whereby these locking means are formed, for example, like the locking means of an end piece (2), as defined in claim 15 or 16.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| BE2000/0189A BE1013347A3 (en) | 2000-03-09 | 2000-03-09 | Formwork for the deposit of a concrete beam. |
| BE2000/0189 | 2000-03-09 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20030102421A1 true US20030102421A1 (en) | 2003-06-05 |
Family
ID=3896451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/221,106 Abandoned US20030102421A1 (en) | 2000-03-09 | 2001-03-07 | Form assembly for pouring concrete beams |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20030102421A1 (en) |
| EP (1) | EP1282754A1 (en) |
| AU (1) | AU2001243963A1 (en) |
| BE (1) | BE1013347A3 (en) |
| WO (1) | WO2001066880A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2858826A1 (en) * | 2003-08-11 | 2005-02-18 | Prefa Bressuirais | Shoring device for producing lintel, has two left and right vertical shoring supports, each with centered plate having tubes of squared section and cover overlapping jamb of wall |
| US20070062134A1 (en) * | 2005-09-22 | 2007-03-22 | Chung Wen Y | Cellularcrete wall system |
| US8074958B1 (en) * | 2007-02-22 | 2011-12-13 | John Hoy | Lintel form for concrete and block constructions |
| US20230417044A1 (en) * | 2022-06-22 | 2023-12-28 | iHAUS MODULAR, LLC | Concrete-fillable prefabricated cartridges for constructing structural concrete buildings and construction methods therefor |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10200251B4 (en) * | 2002-01-05 | 2006-09-07 | Elisabeth Bayerlein | Formwork component and lintel |
| BE1015307A3 (en) | 2003-01-13 | 2005-01-11 | Prefab Profile Bv Met Beperkte | Formwork for the deposit of a concrete beam. |
| FR2952952B1 (en) * | 2009-11-24 | 2012-01-13 | Chapal Ets | FORMWORK SYSTEM OF A LINTEAU |
| CN104481031B (en) * | 2014-11-05 | 2017-01-11 | 沈阳建筑大学 | Assembly connection structure and method of coupling beams of shear walls of assembly concrete frame shear structure |
| FR3077314B1 (en) | 2018-01-29 | 2021-01-08 | Taleb Larbi Ait | MODULAR AND MULTIFUNCTIONAL FALL PROTECTION DEVICE FOR MASONRY PANELS AND LINTEL FORMWORK |
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| US1119969A (en) * | 1912-04-29 | 1914-12-08 | John A Longevin | Adjustable metal form for concrete construction. |
| US1191139A (en) * | 1915-11-17 | 1916-07-18 | Walter P Agness | Metal connection for beam and girder molds. |
| US1616354A (en) * | 1926-04-07 | 1927-02-01 | John A Comer | Cement building form |
| US3735953A (en) * | 1970-04-22 | 1973-05-29 | Mesa Ind Los Angeles | Concrete beam forms |
| US4104844A (en) * | 1973-09-06 | 1978-08-08 | William Clinton Reid | Method of erecting a building construction |
| US4646496A (en) * | 1985-03-21 | 1987-03-03 | Wilnau John A | Structural wall and concrete form system |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1035681A (en) * | 1950-02-10 | 1953-08-27 | Telescopic hangers and formwork for concrete constructions | |
| FR1350733A (en) * | 1962-12-03 | 1964-01-31 | Adjustable formwork for concrete lintel | |
| US4125973A (en) * | 1977-03-28 | 1978-11-21 | Realsources, Inc. | Form assembly for building framework |
| FR2743587A3 (en) * | 1996-01-11 | 1997-07-18 | Terron Emmanuel Antoine Leonce | Coffering for reinforced concrete pillars and lintels |
| DE29715541U1 (en) * | 1997-08-29 | 1999-01-07 | Bösch, Berndt, Lustenau | Lost formwork element |
| DE29803155U1 (en) * | 1998-02-23 | 1998-04-23 | Betonwerk Theodor Pieper GmbH & Co. KG, 57392 Schmallenberg | Formwork aid |
-
2000
- 2000-03-09 BE BE2000/0189A patent/BE1013347A3/en not_active IP Right Cessation
-
2001
- 2001-03-07 WO PCT/BE2001/000038 patent/WO2001066880A1/en not_active Ceased
- 2001-03-07 AU AU2001243963A patent/AU2001243963A1/en not_active Abandoned
- 2001-03-07 US US10/221,106 patent/US20030102421A1/en not_active Abandoned
- 2001-03-07 EP EP01916766A patent/EP1282754A1/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1119969A (en) * | 1912-04-29 | 1914-12-08 | John A Longevin | Adjustable metal form for concrete construction. |
| US1191139A (en) * | 1915-11-17 | 1916-07-18 | Walter P Agness | Metal connection for beam and girder molds. |
| US1616354A (en) * | 1926-04-07 | 1927-02-01 | John A Comer | Cement building form |
| US3735953A (en) * | 1970-04-22 | 1973-05-29 | Mesa Ind Los Angeles | Concrete beam forms |
| US4104844A (en) * | 1973-09-06 | 1978-08-08 | William Clinton Reid | Method of erecting a building construction |
| US4646496A (en) * | 1985-03-21 | 1987-03-03 | Wilnau John A | Structural wall and concrete form system |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2858826A1 (en) * | 2003-08-11 | 2005-02-18 | Prefa Bressuirais | Shoring device for producing lintel, has two left and right vertical shoring supports, each with centered plate having tubes of squared section and cover overlapping jamb of wall |
| US20070062134A1 (en) * | 2005-09-22 | 2007-03-22 | Chung Wen Y | Cellularcrete wall system |
| US8074958B1 (en) * | 2007-02-22 | 2011-12-13 | John Hoy | Lintel form for concrete and block constructions |
| US20230417044A1 (en) * | 2022-06-22 | 2023-12-28 | iHAUS MODULAR, LLC | Concrete-fillable prefabricated cartridges for constructing structural concrete buildings and construction methods therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2001243963A1 (en) | 2001-09-17 |
| WO2001066880A1 (en) | 2001-09-13 |
| EP1282754A1 (en) | 2003-02-12 |
| BE1013347A3 (en) | 2001-12-04 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |