Shutters

Description

[0001] The invention concerns shutters for use in the building industry, with particular, but by no means exclusive, reference to groundbeam shutters. The invention further concerns structural elements and a method for making such a structural element.

[0002] Shutters of the kind described in the preamble of claim 1 are known from GB-A-2235235 which discloses a one piece shutter having a water destructible paper honeycomb adhered to two sheets of cardboard or fibreboard. Although the shutter is sacrificial in the sense that the shutter remains in the ground after a foundation beam is cast, the intention is that at least the honeycomb is subsequently destroyed by the action of water, in order to leave a void around the foundation beam.

[0003] Typically, groundbeams comprise steel or wooden structures which are positioned in a trench. A steel reinforcement cage can be positioned and the form shutter filled with concrete. The steel or wooden shuttering is recovered for future use. There are considerable disadvantages associated with such traditional methods, such as the cost of materials and the cost of employing skilled craftsmen on site, such as joiners, to facilitate the process.

[0004] Other non-traditional systems include the "beam form" system (manufactured by RMD, UK), in which two panels of expanded polystyrene are used, which must be positioned relative to one another in the trench. The panels are single sized. An example of a one piece groundbeam system is "PECAFILL" (distributed in the UK by BRC), which comprises a polyethylene coated steel mesh. PECAFILL is bent into the required shape at the manufacturing plant and remains bent until used.

[0005] The present invention provides a simple, low cost, flexible sacrificial shutter which is easily erected on site, thereby circumventing the need for employing skilled craftsmen on site. "Sacrificial" in the present context means that the shutter is permanent, i.e. that is it not removed once the concrete has set.

[0006] According to a first aspect of the invention there is provided a one piece sacrificial shutter according to claim 1.

[0007] The material may be plastic. The plastic may be polypropylene or a modified polypropylene.

[0008] The shutter may be in a structural element, which may be a groundbeam.
The shutter may be folded along crease lines.
The shutter may be folded on site.

[0009] According to a second aspect of the invention there is provided a method for making a structural element using at least one sacrificial shutter according to the first aspect of the invention.

[0010] The method, when according to claim 11, comprises the steps of:

positioning the shutter or shutters in a trench;

folding the shutter or shutters into a desired shape;

backfilling the trench so as to support the shutter or shutters;

and pouring into the folder shutter or shutters, in liquefied form, a settable construction material and allowing same to set.

The order of the first and second steps may be interchanged; however, preferably, the shutter or shutters are folded on site.
The settable construction material may be a concrete.
The structural element may be a groundbeam.
A reinforcement cage may be positioned in the shutter or shutters before the settable construction material is poured.
Methods and shutters in accordance with the invention will now be described with reference to the accompanying drawings, in which:

Figure 1

is a view of a shutter when installed in a trench;

Figure 2

is a cross sectional view of a section of fluted plastic;

Figure 3

shows a flat section in a trench, prior to folding; and

Figure 4

shows (a) a mating piece and (b) a reinforcing piece.

[0011] Figure 1 shows a one piece sacrificial shutter 10 of the present invention comprising a folded section of fluted material.

[0012] A preferred material is plastic, and a preferred plastic is polypropylene, since in its fluted form it exhibits the necessary mechanical properties and is extremely cost effective to manufacture. A further advantage is that polypropylene is resistant to attack from a wide range of chemicals and minerals, making shutters manufactured in polypropylene suitable for use in contaminated ground. Modified polypropylenes, which have even better chemical resistance, can be used. It is possible to coat the shutters in order to provide enhanced properties, although this increases the cost of manufacture. It will be appreciated that other plastics are within the scope of the invention as defined in the appended claims.

[0013] The shutter 10 of Figure I is for a groundbeam. However, it is possible to use shutters of the present invention to produce other structural features, such as pile caps. The shutter 10 is located in a blinded, backfilled trench 12, and a reinforcement cage 14 is disposed within the shutter 10. Subsequently, concrete is poured into the shutter 10, which, once the concrete has set, remains in place. Other forms of shuttering are also with the scope of the invention as defined in the appended claims.

[0014] Figure 2 is a cross-sectional view of a polypropylene section 16 having flutes 17, the flutes 17 in this example being apertures, i.e. bores extending transversely across the length of the section 16. The flutes can, however, comprise grooves formed in the surface of the section. In a related configuration, the section can be corrugated. Extruded polypropylene is a highly suitable material. The precise dimensions and densities used can, of course, be varied so as to provide shutters suitable for the task envisaged. However, it has been found that sections having thickness/weight characteristics (t/w) in the range 4.0/700 to 6.0/1500 are well suited to a wide range of applications. The thickness is the dimension 't' shown in Figure 2, in millimetres, and the weight 'w' is the weight in grams per square metre.

[0015] The extruded section may be creased, or fold lines may be formed by any suitable means, even on site. Such means might comprise a platen equipped with suitably positioned and adapted blades. An advantage of such an approach is that the shutter can be flat packed for transportation and storage, and folded into shape along the crease lines on site.

[0016] On site, the flat packed sections may be used in the following manner. A trench is dug and blinded. As shown in Figure 3, the flat sections 18 are disposed in the trench 20. The flat sections have fold lines 22, 24. The joints are secured with an appropriate shuttering tape, or by way of "H" shaped mating pieces 40, shown in Figure 4 (a). Alternatively, shutters might simply overlap one another. In the case of "H" shaped mating pieces 40, the flat sections are slid into slots 42, 44 of the mating piece 40. One or more mating pieces can be used per joint. Spacers, which might be bars or any other suitable arrangement, are placed in the middle portion 18a of the section (which forms the base portion of the shutter) and reinforcement cage lowered to said middle portion 18a. The sides 18b, 18c of the sections 18 are folded along the fold lines to produce upright walls, whilst ensuring that side spacers are fitted to the reinforcement cage. The spoil is then backfilled against the upright walls, thus securing said walls against the side spacers. Concrete is then poured into the shutter. It will be apparent that it is also possible to fold the sections 18 before placing same in the trench 20.

[0017] It is possible to make structural features such as groundbeams without using a reinforcement cage. In this instance, spacers can be positioned in the folded shutters which are of similar width as the folded shutter and thus maintain the shape of the folded shutter against the pressure of the backfill. The spacers, which might be made from timber, are removed as the concrete is poured in.

[0018] The present invention offers numerous advantages. The shutter is quickly and easily assembled, this providing saving on erection times and dispensing with the necessity of providing a skilled person such as a joiner on site. As discussed above, the sections may be conveniently flat-packed before use and delivered on pallets. The shutter is sacrificial, and this provides protection for the eventually produced concrete structure from, for example, any contaminants present in the ground. Furthermore, there is no need to provide release agents, and the shutter may be produced cheaply, making sacrificial use thereof economically enable. Use of the shutter is extremely convenient and flexible, since the nature of the plastic material employed makes alteration of the design envisaged a simple task. Furthermore, the shutter is lightweight. Additionally, anti clay heave products can be added immediately, since there is no waiting for shutter strip.

[0019] Numerous modifications to the embodiments described above are possible. For example, it is convenient to produce the shuttering of the present invention in plastic of a standard colour, for ease of identification. Additionally, it is possible to produce an extruded, generally "U" shaped reinforcing piece 46, shown in Figure 4b. The piece 46 is positioned on the longitudinal edges of the adjacent sides 18b, 18c, the sides 18b, 18c eventually forming the side walls of the shutter. In this way, the rigidity of the side walls is enhanced, and the shutter is better able to withstand the concrete forming process if the trench is not backfilled completely. It may be possible to utilise other materials than plastics. An example is paper - preferably, of course, a stiff paper such as cardboard. The paper can be coated with suitable coatings, such as wax or lacquer, to improve properties such as water resistance.

Claims

1. A one piece sacrificial shutter (10) suitable for use in the building industry in the construction of structural elements, consisting of a folded three sided U-shaped section (16) of fluted material, the U-shaped section having a longitudinal axis, in which the fluting comprises bores (17) extending transversely across the longitudinal axis; characterised in that in the unfolded state of the section the bores are open ended and extend parallel to the plane of said unfolded section.

2. A shutter according to claim 1 in which the material is plastic.

3. A shutter according to claim 2 in which the plastic is polypropylene or a modified polypropylene.

4. A shutter according to any of claims 1 to 3 folded along crease lines (22,24).

5. A shutter according to any of claims 1 to 4 solely comprising a middle portion (18a) and two sides (18b,18c), the sides forming side walls of the shutter.

6. A shutter according to any of claims 1 to 5 wherein the section is extruded.

7. A structural element comprising a set construction material and at least one shutter according to any of claims 1 to 6.

8. A structural element according to claim 7 in which the set construction material is set concrete.

9. A structural element according to claim 7 or claim 8 which is a groundbeam.

10. A method for making a structural element using at least one sacrificial shutter according to any of claims 1 to 6.

11. A method according to claim 10 comprising the steps of

- positioning the shutter or shutters in a trench (12);

- folding the shutter or shutters into a desired shape;

- backfilling the trench so as to support the shutter or shutters; and

- pouring into die folded shutter or shutters, in liquefied form, a settable construction material and allowing same to set.

12. A method according to claim 10 or claim 11 in which the shutter or shutters are folded on-site.

13. A method according to claim 12 in which crease lines are formed in the shutter or shutters on-site.

14. A method according to any of claims 10 to 13 in which the settable construction material is a concrete.

15. A method according to any of claims 10 to 14 in which the structural element is a groundbeam.

16. A method according to any of claims 11 to 15 in which a reinforcement cage (14) is positioned in the shutter or shutters before the settable construction material is poured.

Ansprüche

1. Einstückige verlorene Schalung (10), die geeignet ist zur Verwendung im Baugewerbe bei der Herstellung von Strukturelementen, bestehend aus einem gefalteten dreiseitigen U-förmigen Abschnitt (16) aus geripptem Material, wobei der U-förmige Abschnitt eine Längsachse hat, in welchem die Rippung Bohrungen (17) aufweist, die sich quer zu der Längsachse erstrecken; dadurch gekennzeichnet, dass im nicht gefalteten Zustand des Abschnitts die Bohrungen offenendig sind und sich parallel zu der Ebene des nicht gefalteten Abschnitts erstrecken.

2. Schalung nach Anspruch 1, bei der das Material Kunststoff ist.

3. Schalung nach Anspruch 2, bei der der Kunststoff Polypropylen oder ein modifiziertes Polypropylen ist.

4. Schalung nach einem der Ansprüche 1 bis 3, die entlang Faltlinien (22, 24) gefaltet ist.

5. Schalung nach einem der Ansprüche 1 bis 4, ausschließlich aufweisend einen Mittelbereich (18a) und zwei Seiten 18b, 18c), welche Seiten Seitenwände der Schaltung bilden.

6. Schalung nach einem der Ansprüche 1 bis 5, worin der Abschnitt extrudiert ist.

7. Strukturelement, welches ein abgebundenes Baumaterial und zumindest eine Schalung nach einem der Ansprüche 1 bis 6 aufweist.

8. Strukturelement nach Anspruch 7, in welchem das abgebundene Baumaterial abgebundener Beton ist.

9. Strukturelement nach Anspruch 7 oder Anspruch 8, welches eine Bodenschwelle ist.

10. Verfahren zum Herstellen eines Strukturelements unter Verwendung zumindest einer verlorenen Schalung nach einem der Ansprüche 1 bis 6.

11. Verfahren nach Anspruch 10, welches die Schritte aufweist:

- Positionieren der Schalung oder der Schalungen in einem Graben (12);

- Falten der Schalung oder der Schalungen in eine gewünschte Form;

- Hinterfüllen des Grabens, um die Schalung oder die Schalungen zu stützen; und

- Gießen eines abbindbaren Baumaterials in flüssiger Form in die gefaltete (n) Schaltung oder Schalungen und Abbindenlassen von diesem.

12. Verfahren nach Anspruch 10 oder Anspruch 11, bei welchem die Schalung oder die Schalungen auf der Baustelle gefaltet wird/werden.

13. Verfahren nach Anspruch 12, bei welchem Faltlinien in der Schalung oder den Schalungen auf der Baustelle gebildet werden.

14. Verfahren nach einem der Ansprüche 10 bis 13, bei welchem das abbindbare Baumaterial Beton ist.

15. Verfahren nach einem der Ansprüche 10 bis 14, bei welchem das Strukturelement eine Bodenschwelle ist.

16. Verfahren nach einem der Ansprüche 11 bis 15, bei welchem ein Verstärkungskäfig (14) in der Schalung oder den Schalungen positioniert wird, bevor das abbindbare Baumaterial vergossen wird.

Revendications

1. Coffrage consommable en une seule pièce (10) destiné à être utilisé dans l'industrie du bâtiment pour la construction d'éléments de structure, constitué d'un profilé en U plié à trois côtés (16) d'un matériau cannelé, le profilé en U ayant un axe longitudinal, dans lequel les cannelures délimitent des trous (17) qui s'étendent transversalement a l'axe longitudinal, caractérisé en ce que, à l'état déplié du profilé, les trous ont des extrémités ouvertes et s'étendent parallèlement au plan du profilé déplié.

2. Coffrage selon la revendication 1, dans lequel le matériau est une matière plastique.

3. Coffrage selon la revendication 2, dans lequel la matière plastique est le polypropylène ou un polypropylène modifié.

4. Coffrage selon l'une quelconque des revendications 1 à 3, plié le long de lignes de marquage (22, 24).

5. Coffrage selon l'une quelconque des revendications 1 à 4 comprenant uniquement une partie médiane (18a) et deux côtés (18b, 18c), les côtés formant les parois latérales du coffrage.

6. Coffrage selon l'une quelconque des revendications 1 à 5, dans lequel le profilé est extrudé.

7. Elément de structure comprenant un matériau durci de construction et au moins un coffrage selon l'une quelconque des revendications 1 à 6.

8. Elément de structure selon la revendication 7, dans lequel le matériau durci de construction est du béton durci.

9. Elément de structure selon la revendication 7 ou 8, qui constitue une dalle.

10. Procédé de fabrication d'un élément de structure à l'aide d'au moins un coffrage consommable selon l'une quelconque des revendications 1 à 6.

11. Procédé selon la revendication 10, comprenant les étapes suivantes :

le positionnement du coffrage ou des coffrages dans une tranchée (12),

le pliage du coffrage ou des coffrages à la configuration voulue,

le remblayage de la tranchée pour le support du coffrage ou des coffrages, et

la coulée, dans le coffrage ou les coffrages pliés, sous forme liquéfiée, d'un matériau de construction qui peut durcir, puis le durcissement de celui-ci.

12. Procédé selon la revendication 10 ou 11, dans lequel le coffrage ou les coffrages sont pliés sur place.

13. Procédé selon la revendication 12, dans lequel des lignes de marquage sont formées sur place dans le coffrage ou les coffrages.

14. Procédé selon l'une quelconque des revendications 10 à 13, dans lequel le matériau de construction qui peut durcir est un béton.

15. Procédé selon l'une quelconque des revendications 10 à 14, dans lequel l'élément de structure est une dalle.

16. Procédé selon l'une quelconque des revendications 11 à 15, dans lequel une cage d'armature (14) est positionnée dans le coffrage ou les coffrages avant la coulée du matériau de construction qui peut durcir.

Drawing