FI127621B

FI127621B - Method and form arrangement for 3-dimensional concrete surface

Info

Publication number: FI127621B
Application number: FI20165592A
Authority: FI
Inventors: Renáta Noemi Jakowleff
Original assignee: Jakowleff Renata Noemi
Priority date: 2016-07-18
Filing date: 2016-07-18
Publication date: 2018-10-31
Also published as: CN109476036A; EA037594B1; FI20165592A; WO2018015614A1; EA201990113A1; EP3484680B1; EP3484680A1

Abstract

A method for creating a 3-dimensional concrete surface to a concrete structure includes using a rigid form (110), an auxiliary form (130) and a non-rigid sheet (120). The non-rigid sheet (120) is to be placed between an upper surface of concrete (140) poured to the rigid form (110) and the auxiliary form (130) that is at least partly to be pressed into the concrete (140), the non-rigid sheet (120) being placed before pressing the auxiliary form.

Description

Method and form arrangement for 3-dimensional concrete surface

FIELD

The present invention relates to manufacturing one or more concrete structures.

BACKGROUND ART

Concrete is one of the most durable building materials. In addition, the concrete, as a settable building material, offers a high level of design flexibility. Concrete structures may have many different shapes, a shape of a concrete structure being defined by cast surfaces inside a form whereto the concrete is poured to form the concrete structure. There are several ways to affect to the appearance of a concrete structure. For example, basic materials of the concrete, i.e. cement, water and aggregates, and their proportional amounts, as well as possible admixtures, additives, colour pigments, etc., added during a concrete mix preparation, each have their impact to the appearance, such as colour, of the surface. Further, different surface treatment methods, applied either to a cured concrete structure or while the concrete is curing, create different surface textures. Also surfaces, against which the concrete is poured in the form may be provided with different 3 dimensional shapes, or a structured material, like a pattern transfer mat disclosed in US 5330694, to create a 3-dimensional surface for a concrete structure.

BRIEF DESCRIPTION A general aspect of the invention is to provide a way to obtain a 3-di-mensional concrete surface to a concrete structure by using a rigid form, an auxiliary form and a non-rigid sheet that is to be placed between an upper surface of concrete poured to the rigid form and the auxiliary form before pressing the auxiliary form with the sheet at least partly into the concrete. The auxiliary form, together with the sheet, provide versatile possibilities to profile and/or structure a surface of a concrete structure. Hence it is possible to create, and easy to manufacture, concrete structures with surfaces providing different visual, acoustic and/or haptic characteristics.

The invention is defined in a method and form arrangement, which are characterized by what is stated in the independent claims. The preferred embodiments of the invention are disclosed in the dependent claims.

BRIEF DESCRIPTION OF THE DRAWINGS

In the following, exemplary embodiments will be described in greater detail with reference to accompanying drawings, in which

Figures 1 and 2 illustrate an exemplified form arrangement;

Figures 3Aand 3B illustrate exemplified form arrangements from bird’s eye view;

Figure 4 is a flow chart illustrating an exemplary functionality;

Figure 5 is a block diagram illustrating an exemplary fastening means; and

Figures 6 and 7 are flow charts illustrating exemplary functionalities.

DETAILED DESCRIPTION OF SOME EMBODIMENTS

The following embodiments are exemplary. Although the specification may refer to “an”, “one”, or “some” embodiment(s) in several locations, this does not necessarily mean that each such reference is to the same embodiment(s), or that the feature only applies to a single embodiment. All words and expressions should be interpreted broadly and they are intended to illustrate, not to restrict, the embodiment. Single features of different embodiments may also be combined to provide other embodiments. Furthermore, words “comprising” and “including” should be understood as not limiting the described embodiments to consist of only those features that have been mentioned and such embodiments may contain also features/structures that have not been specifically mentioned.

The present invention is applicable to a manufacturing process of any precast concrete element (structure) and any cast-in-place concrete structure that uses a form in which at least part of an upper surface of a concrete poured to the form is not covered by the form. Below different examples are described using a form having an open upper surface, i.e. the upper surface of the concrete poured to the form is not at all covered by the form, without restricting the examples to such a solution. It is a straightforward solution for one skilled in the art to implement the examples to a solution in which the upper surface of the concrete is also partly covered by the form; the examples are applied to part(s) not covered by the form. Further, concrete means herein any mixture that comprises as raw materials at least aggregates, a paste of binder material, such as cement, and water, the mixture being fluid/pourable to a form when the raw materials are mixed together, but the mixture hardening (curing) over time. The non-limiting examples include conventional concrete, light weight concrete, micro concrete, fiber reinforced concrete, steel reinforced concrete, and self-compacting concrete. A cross section of an exemplified form arrangement is illustrated in Figures 1 and 2, Figure 1 before the 3-dimensional upper pour surface is created and Figure 2 when it is created. It should be appreciated that the upper pour surface means herein a surface that is in the upper position when the concrete is poured, but once the concrete structure is in use the upper pour surface may be a side surface, upper surface or a bottom surface of the concrete structure.

The exemplified form arrangement 100 is illustrated in Figure 1 in a situation in which concrete 140 has just been poured to a rigid form 110, the form 110 and the concrete is covered by a non-rigid sheet (membrane) 120, and an auxiliary form 130 is to be placed on the sheet 120.

In the illustrated example, the rigid form 110 comprises a frame, i.e. a frame part, illustrated by sidewalls 111 and 111’, and a bottom 112, i.e. a bottom part. The form 110, also called a mould, or a form work, defines a space into which concrete is poured, and affects, in addition to the shape of the concrete structure, to the surfaces of the concrete structure that face the form 110. Such surfaces may be called cast surfaces. To hold poured green (fresh) concrete within the form 110, the frame needs be a closed frame, and to maintain the intended shape, the form 110 needs be rigid. Term rigid means herein capability to maintain the shape of the form as intended. That means that if pouring is planned to cause some deformation of the shape, as is the case with fabric formworks, that is allowed to happen, but not any unintended deformation of the shape. Another example of a form 110 includes a casting on flat form. A casting on flat form may be used for concrete structures regardless of their size, and regardless of their final erection direction. For example, concrete wall elements, floor elements, columns, and beams, paving elements, concrete structures for furniture etc., may be manufactured using casting on flat forms.

Although in Figure 1 the frame and the bottom of the form 110 are integrated together that need not be the case; the frame and the bottom may be separate from each other, and of different material. The form 110, or removable part of the form, may comprise only the frame; the bottom part may be any slab, such as a thin-shell slab, or a composite steel slab, or any material that will not be removed, i.e. that remains as part of the concrete structure or below the concrete structure in the final product. When concrete is poured to be directly in touch with a soil surface, the form 110 may comprise only the frame.

Although in the example illustrated in Figures 1 and 2 the bottom part 112 is even (flat) that needs not be the case. There are no restrictions to the material and shape of the form, as long as the form, i.e. at least the bottom part, if such exists, and the frame part, is rigid enough to carry the load caused by the concrete and its pouring, and not to reshape when the auxiliary form with the sheet is pressed into the concrete, as will be described in detail below, and the shape of the form 110 has an upper opening to accommodate at least sheet contacting portions of the auxiliary form and displaced concrete. For example, the inner surface of the form 110 facing the concrete, or part of the inner surface of the form 110 may be covered, before the concrete 140 is poured to the form, by anything that creates a 3-dimensional structure to the concrete surface, or creates another kind of finishing to the concrete surface. For example, a pattern mat, a foil for graphic concrete, etc. may be used. Combining a form 110 providing a 3-dimensional surface with a 3-dimensional surface created by means of the sheet 120 and the auxiliary form 130 it is possible to manufacture concrete structures, such as walls, that once cured have at least on opposite sides 3-dimensional surfaces not requiring additional finishing of the surfaces.

The non-rigid sheet 120 may be made of any material that allows adoption of the shape from a shape it was laid to cover the upper surface of the concrete, illustrated in Figure 1, to a 3-dimensional shape that may comprise one or more curvature portions and/or one or more double-curvature portions and/or one or more straight portions. An example of the 3-dimensional shape is a curvy-like shape illustrated in Figure 2. The non-rigid sheet 120 is preferably made of a flexi-ble/ductile material, either plastic or elastic. If the non-rigid sheet is a single-use sheet, it may be made of a plastic material or elastic material, whereas a reusable non-rigid sheet may be made of an elastic material. However, even a non-flexi-ble/non-ductile material may be used, if the sheet 120 is sufficiently larger than the area of the upper surface of the concrete 140 facing the sheet 120 before pressing the auxiliary form. In such a case, in the situation illustrated in Figure 1, a sheet made of a non-ductile material is in a folded (or folded-like) state, and in the situation illustrated in Figure 2, in a non-folded (smooth/less wrinkled) state.

Minimum prerequisites for the sheet material includes that its strength (resistance to tension or tensile breaking force) is big enough for the deformation so that tension caused by downward movement of the auxiliary form 130 stretching the sheet, or more precisely sheet portions having contact with the auxiliary form, and down and upward and sideward movement of displaced concrete stretching the sheet, or more precisely sheet portions having no contact with the auxiliary form, will not break the sheet 120. The tension caused, and hence the minimum strength required, depends on characteristics of the concrete and characteristics of the 3-dimensional structure, which in turn depends on the bottom part design of the auxiliary form and how deep into the concrete the auxiliary form with the sheet is pressed. The characteristics of the concrete depends on the chosen concrete type, its workability (plasticity), how long it will be allowed to cure, etc. Further, the roughness and coarseness of aggregate used in the concrete, as well as concrete batch size, may affect to the minimum strength required. For example, if the form 110 is filled to its upper level (full to the prim) with concrete, the tension caused to the sheet 120 may be bigger compared to a situation in which a concrete batch size is a smaller than the pouring volume defined by the inner side of the form 110 when the sheet is placed on the upper level of the form. Naturally, if the surface is created by pressing the auxiliary form 130 even after the sheet 120 does not stretch any more, and hence does not provide space to the concrete 140, the sheet 120 has to be strength enough to carry in the stretched state forces caused by the concrete compacting against the sheet 120. It should be appreciated that any fabric used for fabric framework may be used as the sheet, but since the strength requirements are different, for example there is no need for the sheet to carry the weight of the poured concrete, fabrics not suitable for the fabric framework, may also be used.

One characteristic of the sheet that affects to the shape of the 3-dimen-sional surface is the thickness of the sheet: a thinner the sheet is the more closely it follows the shapes of the portions of the bottom part of the auxiliary form that contact the sheet during pressing.

Water- and air permeability of the sheet material affects to the finished surface of the concrete structure, for example to the amount of air bubbles (voids, blisters, blowholes), and to the water-cement ratio near the surface. With a suitable selection of the sheet material, concrete characteristics, bottom part design of the auxiliary form, and pressing depth a smooth surface without visible voids may be obtained. Further, with suitable water permeability of the sheet material, surface finishing fluids, such as surface retarding agents or colour pigments mixed with water, for example, may seep (pass) through the sheet to intended places, for example by adding them to specific spots in the bottom part of the auxiliary form before pressing the auxiliary form, or by adding them to cavities created to the sheet during the pressing. By varying these factors different appearances of surfaces will be obtained.

The texture of the sheet surface 120 that faces the concrete 140 affects to the texture of the concrete surface. This in turn increases the possibilities to design various concrete surface textures. Naturally the sheet surface facing the concrete may be treated as if it were a surface in the form. For example, a special foil comprising areas with a surface retarder to create graphical concrete, may be placed on the sheet surface facing the concrete, or on the upper concrete surface, before the sheet is mounted on the fresh concrete. Further examples include providing the sheet 120 with one or more pigment dyes and/or inlays and/or surface retarder. It should be appreciated that any method to texture the surface may be used.

Examples of sheet materials that may be used include flexible non-ad-herent synthetic woven fabrics, like polyamide (nylon) with weight of 65-70 g/m2, and interlock polyester with weight of 110 g/m2, and flexible non-woven fabrics, such as geotextiles. A fabric for a sheet, woven or non-woven, may comprise synthetic fibers, natural fibers or both of them. The fabric may be surface treated with a release agent, if needed, to ensure that the fabric does not adhere to the concrete.

Although in the example illustrated in Figures 1 and 2, the sheet 120 is solid, the sheet may comprise one or more holes (apertures) with same or different shapes. That further enhances appearance design possibilities. Still another feature enhancing appearance design possibilities is “stretchability” ratio of the sheet material; if it is one, it stretches equally in each direction, if it is less or more than one, the sheet stretches differently in different directions.

It is also possible to use two or more sheets, with the same or different characteristics, instead of the one illustrated in Figures 1 and 2. The two or more sheets may together form a kind of “combination sheet” that covers together the whole upper surface of the concrete (that is not covered by the form), and herein the term “sheet” also covers the “combination sheet” unless otherwise expressed. One or more of the two or more sheets may be an “additional sheet”, i.e. a sheet placed over another sheet. The additional sheet may be smaller than the sheet over which is placed, and the additional sheet may be placed, for example, so that only proportion(s) of the sheet contacting portions of the auxiliary form will contact the additional sheet. Having different sheet thicknesses obtained this way creates further variations in the shape of the concrete surface.

The auxiliary form 130 may be made of any material that is strong enough to cause displacement of the concrete 140, the required strength hence depending on concrete properties, like its consistency factor or value, also called workability. Preferably the material does not soften if the auxiliary form, or more precisely part(s) of the auxiliary form, come into contact with water. Further, the auxiliary form 130 needs to bear the pressing force it is exposed to. However, the pressing force may be only the gravity and the weight of the auxiliary form with a high-slump mix of concrete. In addition to that, to avoid unplanned colouring of the concrete surface, the material should be colour-proof.

The auxiliary form 130 may be one piece, as illustrated in the bird’s eye views in Figure 3A, or comprise two or more pieces, as illustrated in the bird’s eye view in Figure 3B. More precisely, assuming that the sheet facing surface, or at least the sheet contacting portions when the auxiliary form is pressed into its final position, of the auxiliary form 130 has the shape illustrated in example of Figures 1 and 2, the three protrusions 131a, 131b and 131c are connected to each other by a plate in the example of Figure 3A and by a rodding 130’ in the example of Figure 3B.

The sheet facing surface of the auxiliary form 130 may comprise one or more protrusions 131a, 131b, 131c, as illustrated in Figures 1 and 2, and/or one or more recesses (not illustrated in Figures 1 and 2), each protrusion/recess having any outward extension length/inward depth and shape, independent of each other. Naturally the surface facing the sheet (the sheet facing surface of the auxiliary form 130) may be smooth. In other words, there are no restrictions on the shape of the sheet facing surface of the auxiliary form 130. However, any dimension of the auxiliary form that relate to the sheet contacting portions has to be such that it is possible to press the auxiliary form with the sheet into the concrete. Hence, the only restriction relating to the shape of the auxiliary form 130 is for its size: the cross cut area of the sheet contacting portions should be smaller than the cross cut area of the concrete upper surface covered or coverable by the sheet, and each of the cross cut dimensions of the sheet contacting portions should be smaller than a corresponding dimension of the concrete upper surface covered or coverable by the sheet. In other words, the area defined by the upper inside surfaces of the form, depicted by the rectangle Illa in Figures 3A and 3B has to be larger than the contact area of the auxiliary form 130, so that there are one or more auxiliary form -free areas 350, 350’, 350” for the sheet to extend (stretch) upwards to occupy the displaced concrete, and the lengths of longer sides of the protrusions 131a and 131c in Figure 3B have to be smaller than the length of the shorter side walls of the frame. Otherwise the auxiliary form 130 may be shaped freely so that the sheet contacting portions, when in the final pressed position, creates with the sheet the desired 3-dimensional surface, or 3-dimensional figure to the concrete surface. Naturally, when the desired concrete surface is designed, one has to take into account different requirements that apply also to conventionally manufactured surfaces, such as a minimum distance of reinforcement steel bars from the surface.

Further, although in Figures 3A and 3B also the upper part of the auxiliary form is smaller than the upper inside surface of the form, that need not be the case. There are no restrictions to the size of the upper part. For example, the upper part may be dimensioned so that it has the same size as the form, or it may even be bigger.

The auxiliary form 130 may be used for manufacturing a single concrete structure or it may be repeatedly used for manufacturing similar or in praxis identical concrete structures, depending on the shape of the rigid form 110, and the reusability of the sheet 120 used with the auxiliary form, and naturally depending on pressing depth (different depth with other factors remaining the same creates another structure).

Figures 4 and 6 illustrate alternative functionality for a manufacturing phase and 7 illustrates different phase of the manufacturing: Figures 4 and 6 describing “adding” phase and Figure 7 “removal” phase.

In the example illustrated in Figure 4, it is assumed that preliminary preparations, including possible surface treatments to surfaces that are to be faced with the concrete and protection of the form, or upper parts of the form, against splashed, if needed, have been performed.

Referring to Figure 4, after fresh concrete is poured in step 401 to a form for a concrete structure, possible vibrated or otherwise handled, a sheet selected for the concrete structure is laid (mounted, spread) in step 402 to cover the upper surface of the concrete, and the sheet is fastened in step 403 to the form. There are several ways to perform the laying and fastening. For example, the sheet may be rolled over the upper surface of the concrete and the form parts limiting the upper surface area of the concrete that is not covered by the form, and then the sheet, whose end portions may hang on the outer surfaces of the frame, is fastened to the form by fastening means that holds the sheet. Examples of fastening means include band, rope with tighter, and rivets. It should be appreciated that any fastening means that can hold the sheet in its place so that no unplanned flow of concrete out of the form during the pressing (step 405) takes place. In another example the sheet is fastened to a framework (rack/skeleton) that is dimensioned to fit either inside the upper surface area of the concrete that is not covered by the form, or outside the form, and by placing and fastening, separately if needed, the framework to the form the sheet is laid to cover the upper surface of the concrete and fastened to the form. Yet another example is illustrated in Figure 5, in which a fastening means 550, such as a balk, or joist, is attached to a sidewall 111 of the form once the concrete 140 has been poured and the sheet laid to cover the concrete and extending at least between the sidewall 111 and the fastening means. The fastening means may be added to the form using screws or bolts, for example.

Then the auxiliary form is placed in step 404 on the sheet, on a predetermined position, so that the shape to be created will be created according to design of the final concrete structure. It should appreciated that if the sheet is fastened to a framework, and the framework is also a support framework for the auxiliary form, and/or otherwise connected to the auxiliary form, so that the framework with the sheet and the auxiliary form are placeable on/above the upper surface of the concrete pour, step 404 is integrated with steps 402 and 403, i.e. they all are placed in one go to cover the upper surface of the concrete pour.

When the auxiliary form is placed (step 404) on the sheet, it will be pressed in step 405, according to a pressing direction, towards the form. Using the example illustrated in Figures 1 and 2, the auxiliary form is pressed towards the bottom surface of the form. In other words, in the example of Figures 1 and 2, the pressing direction of the auxiliary form is vertical, i.e. the angle to a plane defined by the sheet before the auxiliary form touches the sheet is 90 degrees. However, any other pressing direction angle may be used, as long as it causes displacement of concrete when the auxiliary form is pressed with the sheet into the concrete.

Referring to Figure 5, assuming that the upper surface of the auxiliary form has such a size and shape that at least part of the upper surface will overlap with the form’s frame when the auxiliary form is in its intended position, by dimensioning the fastening means 550 according to the intended pressing depth and dimensions of the auxiliary form, the fastening means may be used also as guide means for the intended pressed position of the auxiliary form: when the auxiliary form touches the upper part of the fastening means, the intended position is achieved.

The pressing may be performed immediately, i.e. to the fresh concrete, or later to a concrete that has cured enough, for example cured a predetermined time, or determined other ways, as those currently used to determine for manual surface finishing when the concrete has cured enough. Further, the pressing may be performed in a step-wise way. For example, using the auxiliary form illustrated in Figures 1 and 2, the auxiliary form may be pressed down so that the protrusions denoted by 131a and 131c will cause, with corresponding sheet portions entering to the concrete, displacement of the concrete but the pressing is stopped before the protrusion denoted by 131b will enter with the sheet to the concrete; and after a predetermined time, the pressing is continued so that the auxiliary form with the sheet will reach its intended penetration depth into the concrete.

The pressing of the auxiliary mold causes displacement of concrete: the sheet contacting portions of the auxiliary mold and corresponding portions of the sheet push the concrete away to have space for themselves. Naturally this stretches, or at least creates stretching forces, to the sheet portions contacting the auxiliary form, while they enter into the concrete. Further, the displaced concrete stretches, or at least creates stretching forces, that are in opposite direction than the pressing to sheet portions having no contact with the auxiliary form. Basically one can say that part of the sheet is pushed downwards by the auxiliary form and part of the sheet is pushed upwards and pressed (tightened) against the concrete by the pressure caused by the displaced concrete, creating thereby a curvy-like shape to the corresponding concrete surface.

If the sheet is made of water and air permeable material, tightening of the sheet against the concrete, for example in the situation illustrated in Figure 2, in which the upper surface of the concrete 140 is pressed against the sheet 120, air bubbles and water raising to the upper surface of the concrete 140 are pressed through the sheet 120 resulting to a more condensed, smoother, higher-quality concrete surface, as explained above. That has the advantage that it is possible to use the concrete structure without any further surface finishing, or only by minimum surface finishing, thereby reducing the time required to manufacture, and increasing productivity.

Figure 6 illustrates the same phase as Figure 4 but for a solution in which only part of the upper part of the concrete not covered by the form is designed to have the 3-dimensional structure, the other parts having a conventional structure, for example.

Referring to Figure 6, after fresh concrete is poured in step 601 to a form for a concrete structure, possible vibrated or otherwise handled, a sheet selected and the auxiliary form are place in step 602 above the upper surface of the concrete pour, in the intended location so that the sheet is between the auxiliary form and the concrete. The sheet may be replaced separately, or with the auxiliary form, and the sheet may be fastened to portions of the auxiliary form that are to be entered into the concrete with the sheet. Once the sheet and the auxiliary form are place, the process is the same as in Figure 4, i.e. the auxiliary form is pressed in step 603, according to a pressing direction, towards the form, step 603 corresponding to step 405 in Figure 4.

Referring to Figure 7, once the auxiliary form is pressed into its intended position, the concrete is let to cure (step 701: no). Depending on the designed appearance of the surface, the concrete maybe letto cure totally or partially before the form arrangement is touched. When the concrete is cured enough (step 701: yes), the auxiliary form is removed in step 702. It should be appreciated that any removal method may be used. For example, the auxiliary form may be removed by lifting it up, or removing piece by piece. For example, using the structure illustrated in Figure 3B, each protrusion may be removed separately from each other. That facilitates creation of so called undercut shapes. The removal may also be performed in a step-like manner. Depending on the curing stage, the removal of the auxiliary form may or may not affect to the pressure with which the concrete is forced against the sheet.

In the example illustrated in Figure 7, the sheet is not in a rack moving in one go with the auxiliary form. Therefore, when the auxiliary form is removed, it is checked in step 703, whether the sheet is to be removed when the auxiliary form is removed. If yes (step 703: yes), the sheet is removed in step 704 at the same time as the auxiliary form. If not (step 703: no), it is waited until it is time to remove the sheet (step 703: yes), and the sheet is removed. For example, the sheet may act as a transport cover sheet that is to be removed only after the concrete structure has been erected. Another example include that the auxiliary form is removed when the concrete is partially cured, and the sheet when the concrete is cured, or at least more cured than when the auxiliary form is removed.

Naturally the concrete surface, after the sheet has been removed, may undergo a further finishing, like polishing, sandblasting, painting, etc. to further affect the appearance.

Although in the above examples it is assumed that the auxiliary form is pressed downwards, it should be appreciated that the auxiliary form may be pressed with the sheet into the concrete by moving the form, for example by lifting the form towards a stationary auxiliary form.

Although in the above examples it is assumed that one auxiliary form is used for one concrete structure/one concrete upper surface, it should be appreciated that two or more separate auxiliary forms may be used and pressed, in the same manner or by different manners, to one concrete upper surface that is not covered by the form.

As is evident from the above, the auxiliary form, its sheet facing surface design, pressing angle and pressing depth, measured from the plane defined by the sheet towards the bottom surface of the fresh concrete, the pressing method, the selected sheet materials, or more precisely, selected sheet material characteristics, the removal time and removal method of the auxiliary form, the removal time of the sheet, possible sheet treatments, and characteristics of the fresh concrete, as well as materials used for the concrete mix, each affect to the appearance of the concrete surface, and hence provide in praxis limitless possibilities to design and manufacture 3-dimensional structures. Thereby it is possible to design concrete structures with versatile haptic and/or acoustic and/or visual characteristics.

It will be obvious to a person skilled in the art that, as technology advances, the inventive concept can be implemented in various ways. The invention and its embodiments are not limited to the examples described above but may vary within the scope of the claims.

Claims

A method comprising: pouring (401,601) concrete into a mold comprising at least a closed rigid casting frame; placing (402, 404, 602) a non-rigid film and an additional mold on top of the concrete not covered by the mold, with the non-rigid film between the top of the concrete and the additional mold, the non-rigid film covering the top of the concrete the part of the auxiliary mold which is permeable to the film and pressable into the mold, the cross-sectional area being smaller than the surface area of the concrete covered by the film; characterized by attaching (403) a film to a solid rigid die casting frame; pressing (405, 603) an additional mold into the mold to a predetermined depth, the printing causing at least a portion of the surface of the additional die toward one or more film portions contacting at least a portion of the additional surface of the film during printing to displace the concrete moving the upper surface of the concrete upwardly and pressing against the film in areas not in contact with the film face of the additional mold; and curing (701) the concrete at least partially before removing the additional mold (702).

The method of claim 1, further comprising at least one of: stepwise pressing the additional mold into the mold; and removing the additional mold stepwise.

The method of any preceding claim, further comprising: removing (703) the film at the same time as the additional mold or later than the additional mold.

The method according to any one of the preceding claims, further comprising at least one of the following: treating the surface of the film facing the concrete before applying the film to at least a portion of the upper surface of the concrete; and adding the surface treatment fluid to one or more locations of the film on the side facing the additional mold to allow the surface treatment fluid to seep through the film onto the concrete surface.

The method of any one of the preceding claims, further comprising at least one of the following: treating one or more inner surfaces of the mold before pouring the concrete into the mold.

A mold arrangement (100) for carrying out the method of any preceding claim, the mold arrangement (100) comprising at least a mold (109) comprising at least a solid rigid casting frame (lila) defining a first area; a non-rigid film (120) that is adjustable on, molded on (110) and sized to cover the first area; and an additional mold (129) adjustable on the film (120) and at least partially pressable with the film (120), the printable part of the additional mold (110) having a smaller cross-section than the first area covered by non-rigid film (120).

The mold arrangement (100) of claim 6, wherein the moldable portion of the additional mold (130) comprises one or more projections (131a, 131b, 131c) projecting from a surface facing the film.