Patent Application
20200018082
The present invention relates to formwork structures and mechanisms for casting and molding of concrete, particularly with formworks for casting and molding of reticular slabs.
Prior art discloses formwork systems for molded concrete structures, such as the system disclosed in U.S. Pat. No. 9,068,363 B2.
U.S. Pat. No. 9,068,363 B2 discloses a metal formwork system for molded concrete structures. The system comprises a metal panel, and connection accessories such as an adjustable corner, a right angle laminated profile, a profile with welded pins, plates, spacers, aligners, liner holders and pins (e.g. wedge pin). The accessories allow different forms to be formed with the panels. Each panel has perforations in which the accessories are connected. In the flat part of the panels there are perforations in which spacers are connected graduating the distance between two plates facing each other; each spacer has a rod with a threaded end, a plate located in the opposite end to the threaded end, a nut that is connected to the threaded end, which has a connection that is coupled to a wrench, between the plate and the nut the panels being arranged. The panels are arranged sideways, adjacent and frontally to other panels with the same characteristics. After the panels have been positioned, the adjacent panels are secured with metal sheeting and the front panels are secured with spacers. On the other hand, the adjacent panels are aligned with an aligner connected to the panels with “J” screws and adjustment nuts attached to the screws. On the other hand, the corner piece is an L-profile having holes on its flat faces aligning with the panel perforations, the corner piece being connected to the panel by means of pin-wedge pins. Also, the system includes a profile with welded pins allowing the union of two perpendicular panels.
However, the possible setups of the formwork system do not permit the formation of coffers for the setting of reticular slabs. In addition, aligners must be used for the panels to form a flat wall, which increases the weight of the formwork system. On the other hand, although the spacers prevent the plates from moving outwards, due to the pressure exerted by the concrete, they do not prevent the plates from moving towards the concrete when the nuts are tightened, which would change the thickness of the structural element to be hardened.
Therefore, it is understood that prior art does not disclose a formwork mechanism easy to install, transport and handle, and that adapts to molding and setting of reticular slabs.
The present invention corresponds to a formwork mechanism for casting and molding concrete, comprising a coffer having a sheet and four plates arranged around the perimeter of the sheet. Each plate has holes arranged on its front face. Also, the formwork mechanism includes a structural element, connected to one of the plates by fixing means. On the other hand, the structural element has lateral perforations aligned with the holes of one of the coffer plates. Fixing means pass through the holes and side perforations. The structural element can be a beam, a three or four-beam T, and combinations thereof. On the other hand, using various coffers interconnected with structural elements, formworks are constructed for casting flat reticular slabs, and also for curved reticular slabs with greater slab thickness near the beams supporting the slabs in comparison to the span of the slabs.
The
The present invention corresponds to a formwork mechanism (hereinafter, mechanism) for casting and molding concrete.
It shall be understood in the present invention that formwork is mold for a piece of curable material, particularly concrete, and reinforced concrete. The formwork is made up of a plurality of elements defining the geometry of the curable material piece. Formwork may be a negative or positive mold, over which liquid curable material is poured, which fills the formwork and cures in the formwork. Pieces of curable material may be slabs, reticular slabs, variable cross-section reticular slabs, folded slabs, walls, columns, porticoes and combinations thereof.
The mechanism comprises:
In an invention embodiment (not illustrated), the sheet (2) has a circular base, and the plate (3) is a plate bent into a cylindrical or conical shape. In this way, it is possible to assemble formworks for reticular slabs with cylindrical, or truncated conical reticles.
In an invention embodiment (not illustrated), the sheet (2) is convex and has a circular base. The sheet (2) can be a paraboloid or a hemisphere. This geometry allows the coffer (1) to be easily removed from the slab when the concrete is cured.
In an invention embodiment (not illustrated), the coffer (1) consists of a sheet (2) and two plates (3) arranged on the sheet perimeter (2), the plate (3) has holes (5) arranged on its front face.
The sheet (2) may have a truncated circular base, ellipsoidal, circular or a combination thereof.
In an invention embodiment (not illustrated), the coffer (1) consists of a sheet (2) and three plates (3) arranged on the sheet perimeter (2), the plate (3) has holes (5) arranged on its front face. The sheet (2) has a triangular base.
Within the triangular bases, there are forms of right triangles, isosceles, equilaterals, scalenes, acutangles, obtusangles.
In an invention embodiment, the sheet (2) has a base shaped like an equilateral triangle. In this way, the three plates (3) are of equal dimensions.
In an invention embodiment, the sheet (2) has an isosceles triangle-shaped base. In this way, there are two plates (3) with the same dimensions, and one plate (3) with a different length.
In an invention embodiment, the sheet (2) has a base shaped like a right-angled triangle. In this way, triangular reticles may be formed with a coffer (1), or rectangular reticles may be formed by connecting the plates (3) that form the hypotenuses of the sheet bases (2) of two coffers (1).
Referring to
In an invention embodiment, the coffer (1) is a monolithic body formed by the four plates (3) and the sheet (2). The monolithic body may be of metal, wood, or plastic (e.g. polyester resins, vinyl ester, epoxy, phenolic, acrylic) reinforced with fibers (e.g. glass, carbon, aramid).
In an invention embodiment, the coffer (1) is of plastic reinforced with fiberglass. The coffer (1) may be manufactured by spraying, hand lay-up, resin infusion processes, resin transfer molding (RTM), reaction injection molding (RIM), vacuum-assisted resin transfer molding (VARTM), thermoforming, pultrusion, and combinations thereof.
In an invention embodiment, the plates (3) and sheet (2) are panels composed of at least one layer of fiberglass and one layer of core stiffener. Preferably, the stiffening core layer is covered on both sides with a fiberglass layer impregnated with resin.
The stiffening material is selected from nonwovens with expanded micro spheres, balsa wood, polyurethane foams, polyvinyl chloride (PVC), polyethylene, polyethersulsons, honeycombs and combinations thereof.
In an invention embodiment, the coffer (1) has a plurality of layers ranging from the outer surface that would be in contact with the concrete, to the inner surface that does not come into contact with the concrete at the time of casting and molding it. The outer surface consists of a protective coating, e.g. polyester resin or vinyl ester gel coat; polyurethane-based paints, epoxy paint and combinations thereof.
Below the protective coating layer there is a first layer of fiber mat, preferably fiberglass, which is impregnated with resin, preferably polyester resin. Below the first layer of fiber mat impregnated with resin, there is a layer of stiffening core. A second layer of fiber impregnated with resin is placed beneath the core layer.
In an invention embodiment, the holes (5) of the plate (3) are made on the coffer (1) after forming the monolithic body. The holes (5) may be drilled or punched. The holes (5) serve to connect the plates (3) to other parts of the formwork mechanism in the present invention, such as the structural elements (4).
In an invention embodiment (not illustrated), each plate (3) has two vertical rows of holes (5).
In an invention embodiment, each plate (3) has three vertical rows of holes (5).
The holes (5) may be vertically separated from each other, a distance between 1 cm and 15 cm. Also, they may be vertically separated from each other a distance between 1 cm and 2 cm, between 2 cm and 4 cm, between 5 cm and 6 cm, between 7 cm and 8 cm, between 9 cm and 10 cm, or between 11 cm and 15 cm.
In an invention embodiment (not illustrated), each plate (3) has a stiffening profile (48) located on its back side. The stiffening profile (48) increases the stiffness of the plate (3). This is important, since the quality, finishes, and geometric and dimensional tolerances of the concrete pieces that set in formworks made with these plates (3) depend on the dimensional stability of the plates (3).
Referring to
Referring to
In the preferred invention embodiment, the sheet (2) is convex. The sheet (2) has four curved faces, each curved face exits the periphery of the sheet (2) and converges to a flat surface. The flat surface may be square, rectangular, circular, oblong, elite, oval, and combinations thereof.
In an invention embodiment, the sheet (2) is a parabolic vault with four truncations, where each truncation is aligned with a plate (3).
The convex shape of the sheet (2) allows easy removal of the coffer (1) after the concrete is cured. However, if the sheet (2) is flat and rectangular, rounding can be made at the sheet (2) and plates (3) edges to facilitate the coffer removal.
Referring to
The punctured tabs (17) on the sheet (2) allow the sheet (2) to be connected and disconnected to the punctured tabs (6) on the plates (3). The punctured tabs (17) are oriented in such a way their holes are in a vertical position inside the coffer (1).
On the other hand, the punctured tabs (6) of the plates (3) are oriented towards the inside of the coffer (1), so the holes of the punctured tabs (6) point towards the lateral, upper and lower faces of each plate (3).
The punctured tabs (6) may be of the same material as the plates (3), or they may be of a different material. If the plates (3) and the punctured tabs (6) are of the same material, they may be manufactured by the same manufacturing process, e.g. sheet bending, welding (e.g. SMAW, GMAW, GTAW, FCAW, and other methods accepted by the American Welding Society), rotomolding, 3D printing, injection, thermoforming, stamping, drawing, milling, and combinations thereof.
If the plates (3) and the punctured tabs (6) are made of different materials, they may be joined together with fixing means (7), such as screws, rivets, bolts, shelf brackets, chemical welding, dovetail joints, and combinations thereof.
Similarly, the punctured tabs (17) may be of the same material as the sheet (2). If the plates (3) and the punctured tabs (6) are of the same material, they may be manufactured by the same manufacturing process, e.g. sheet bending, welding (e.g. SMAW, GMAW, GTAW, FCAW, and other methods accepted by the American Welding Society), rotomolding, 3D printing, injection, thermoforming, stamping, drawing, milling, and combinations thereof.
If the sheet (2) and the punctured tabs (17) are made of different materials, they may be joined together with fixing means (7), such as screws, rivets, bolts, shelf brackets, chemical welding, dovetail joints, and combinations thereof.
In an invention embodiment, the sheet (2) punctured tabs (17) are oriented horizontally. This is convenient for connecting the plates (3) to the sheet (2) so the plates (3) are vertically oriented, so a straight coffer may be configured, which is explained below.
Referring to
The fixing means (7) are selected from screws, bolts, rivets, pin wedges, plates, self-drilling screws, and combinations thereof.
In an invention embodiment, the fixing means (7) are wedge-pins and small plates. Wedge pins are easy to install on site, as it is only necessary to use a mallet or hammers for the joint, in addition, they are less susceptible to damage when contaminated with concrete.
However, in confined space conditions, wedge-pins may be difficult to install, for example, to connect plates (3) to corner profiles (11), when plates (3) have stiffening profiles (48) near their punctured side tabs (6). In order to overcome the inconvenience of wedge-pins in confined spaces, the fixing means (7) may be small plates, which are easy to install.
The corner profiles (11) are used to interconnect the plates (3) and to change the inclination angle C of the plates (3) with respect to the sheet (2). This angle C may be between 90° and 150°.
In an invention embodiment, corner profiles (11) are straight, and are used to form a straight coffer (1).
In this invention, straight shall be understood as an element having at least two contiguous faces forming a right angle, where the contiguous faces have the same length at their upper and lower edges.
Referring to
In an invention embodiment, the coffer (1) is inclined and has four corner profiles (11) inclined, which cause the plates (3) to form an angle C with respect to the horizontal, which may be between 91° and 115°. Also, the angle C may be between 91° and 93°, between 94° and 95°, between 96° and 97°, between 97° and 99°, between 100° and 105°, between 105° and 108°, between 109° and 112°, or between 112° and 115°.
In an invention embodiment, angle C, and the angle forming the contiguous faces of the corner profile (11) is 90.14°.
It will be understood from the present invention that the inclined coffer (1) is a coffer with inclined corner profiles (11). The inclined coffer has its plates (3) inclined with respect to the vertical, in this way, the inclined coffer (1) is left with an exit angle facilitating its extraction from the concrete, when it is already cured.
As stated above, the sheet (2) punctured tabs (17) are oriented at an angle with respect to the horizontal, in order to allow the plates (3) to be inclined, and the punctured tabs (17 and 6) to secure each other. These punctured tabs (17 and 6) are secured with fixing means (7), e.g. small plates, or wedge pins.
In an invention embodiment, corner profiles (11) have reinforcing plates, an upper reinforcing plate located at the upper longitudinal end of the corner profile (11), and a lower reinforcing plate located at the lower longitudinal end of the corner profile (11). Reinforcement plates may be pentagonal with three straight angles. The reinforcement plates improve the rigidity of the corner profiles (11) and therefore improve the rigidity of the coffers (1).
In an invention embodiment, the upper reinforcement plates of the corner profiles (11) have a perforation aligned with one of the perforations of the sheet (2) punctured tabs (17). In this way, a fixing means (7) may be connected securing the corner profiles (11) with the sheet (2).
In an invention embodiment (not illustrated), the coffer (1) is a coffer (1) type L comprising:
The L-type coffer permits the formation of reticles with an L-geometry in reticular slabs. This allows the L-type coffer (1) to be connected to the corners of a structural element that would support the reticular slab, for example, a wall, a pile, a prop or a beam.
In this invention, it will be understood that L-shaped, L-shaped geometry, L-shaped section, L-shaped cross-section and L-shaped type, refer to the geometric features of a part which has a cross-section with at least two sides 90° apart. For example, an L shape is a rectangle with a rectangular cut at one of its vertices, or a prism based on a rectangle with a rectangular cut at one of its vertices.
Making reference to
It will be understood in the present invention that short edges are the lower edges of the cover
(53) located next to the rectangular cut (54).
The punctured tabs (17) of the L-plates (55), (56) and (57) are used to connect the L-plates (55), (56) and (57) to the cover (53) with fixing means (7), such as self-drilling screws, nails, self-tapping screws, wedge pins, punches, small plates and combinations thereof.
Referring to
The plates in L (55), (56) and (57) have in their panels holes (5) allowing to adjust the length of the prismatic surface sides, and to connect the L-type coffer (1) to structural elements (4), such as beams (8), crosses (29), and T (50). The holes (5) are arranged in vertical and/or horizontal rows. The horizontal rows allow the length of the prismatic surface sides to be adjusted; on the other hand, the vertical rows serve to adjust the height to which the structural elements are connected (4).
The second flat plate (59) is connected to the inner L-plate (56) by angles (60) which are connected to both elements by fixing means (7). Fixing means (7) may be screws, bolts, self-tapping screws, self-drilling screws, wedge-pins, small plates, and combinations thereof.
Referring to
In an invention embodiment, the second flat plate (59) and lid (53) are custom made. This makes it possible to form L-type coffers (1) with different dimensions, which are suitably coupled to the geometry of the load-bearing structural elements, for example, a wall or a concrete column.
The material of the second flat plate (59) and lid (53) is a wear-resistant material, which may be wood (e.g. phenolic wood, MDF, three-layer wood), plastic (e.g. polyester, polyamides, polyurethanes, polycarbonate, polystyrene), plastic (e.g. cured polyester resins, vinyl ester, epoxies) reinforced with fibers (e.g. glass, aramid, carbon, polyester), and combinations thereof.
In an invention embodiment, the second flat plate (59) and the lid (53) are made of the same material.
In an embodiment of invention (not illustrated), the coffer (1) is a L-type coffer (1) comprising:
In an invention embodiment, the lid (53) is a convex sheet (2) with rectangular cut. The lid (53) has two vertically oriented flat faces, which are located on the two edges of the rectangular cut. These flat faces contact the corner of a load-bearing structural element, for example, a wall or a concrete column. Also, the flat faces may contact a formwork section to set the load structural element; in this way, the concrete fills the formwork of the load structural element and covers the L-type coffer (1), generating a monolithic union.
The plates (3) of the L-type coffers (1) may be like the plates (3) of the straight coffers (1). Also, the plates (3) of the L-type coffers (1) may be selected between planks, wooden plates (triplex, MDF, phenolic woods, wood for construction, wood for formworks, and combinations thereof); plastic plates and combinations thereof.
In an invention embodiment, the plates (3) of the L-type coffers (1) are smooth panels or plates, without perforations or holes, made of wood or plastic.
Smooth plates or panels have at their corners L-shaped angles, which are installed to these plates and panels with fixing means (7), e.g. nails, self-drilling screws, self-tapping, bolts and combinations thereof. On the other hand, the L-angles are connected to the perforated tabs
(6) of the plates (3), and to the sheet (2) punctured tabs (17), also with fixing means (7).
In an embodiment of invention (not illustrated), the L-type coffer (1) is a monolithic body formed by a convex sheet (2) with a rectangular truncation in one of its corners and the six plates (3).
The monolithic body may be metal, wood, or plastic (e.g. polyester resins, vinyl ester, epoxy, phenolic, acrylic) reinforced with fibers (e.g. glass, carbon, aramid).
In an invention embodiment, the coffer (1) is of plastic reinforced with fiberglass. The coffer (1) may be manufactured by spraying, hand lay-up, resin infusion processes, resin transfer molding (RTM), reaction injection molding (RIM), vacuum-assisted resin transfer molding (VARTM), thermoforming, pultrusion, and combinations thereof.
In an invention embodiment, the coffer (1) has a plurality of layers ranging from the outer surface that would be in contact with the concrete, to the inner surface that does not come into contact with the concrete at the time of casting and molding it. The outer surface consists of a protective coating, e.g. polyester resin or vinyl ester gel coat; polyurethane-based paints, epoxy paint and combinations thereof.
Below the protective coating layer, there is a first layer of fiber mat, preferably fiberglass, which is impregnated with resin, preferably polyester resin. Below the first layer of fiber mat impregnated with resin, there is a layer of stiffening core. A second layer of fiber impregnated with resin is placed beneath the core layer.
In an invention embodiment, the holes (5) of the plate (3) are made on the coffer (1) after forming the monolithic body. The holes (5) may be drilled or punctured. The holes (5) serve to connect the plates (3) to other parts of the formwork mechanism of the present invention, such as the structural elements (4).
Referring to
The side plates (3) have at least two rows of holes (5) parallel to each other; one row is located near the sheet (2), and the other row is located near the bottom edge of the plate (3). On the other hand, each sheet (2) has a row of holes (5).
The holes (5) of the first cap (61) are aligned with the holes (5) of the second cap (62), and secured with fixing means (7), which are preferably pin-knives. The length of the sliding coffer (1) is adjusted with the rows of holes (5) of the first cap (61) and the second cap (62). This is convenient to form reticular slabs, in which it is sought to have different lengths of nerve for the reticles.
In an invention embodiment, the sheet (2) is convex, and has its front and rear edges of semi-oblong shape. This allows the sliding coffer (1) to have rounded upper side corners, which facilitates the demolding process when concrete is cured on top of the sliding coffer (1).
On the other hand, to prevent concrete from being inserted between the hollow front faces of the sliding coffers (1) during concrete setting, a massif is placed to cover the front edge of the second cap (62) and sits on the sheet (2) and side plates (66) of the first cap (61).
In the previous coffer embodiments (1), in order to prevent concrete from being inserted into the holes (5) that have no fixing means (7) during concrete setting, plugs (42) are connected to these holes (5). The plugs (42) may be plastic, metal, or rubber.
In a form of invention, the coffers (1) are lined with a protective material, for example plastic, in order to cover the holes (5) and prevent concrete from entering them. Additionally, the protective coating protects the coffers (1) when they are removed when the concrete is cured.
In an invention embodiment, plates (3), sheet (2), punctured tabs (6) and (17), and corner profiles (11) may be manufactured by processes such as sheet bending, soldering (e.g., SMAW, GMAW, GTAW, FCAW, and other methods accepted by the American Welding Society), chemical welding (e.g. epoxy adhesives, methacrylates, acrylics, and combinations thereof), rotomolding, 3D printing, injection, thermoforming, stamping, embossing, milling, and combinations thereof.
Referring to
On the other hand, the structural elements (4) include at least one connection port (not illustrated) located on its underside. In the connection port of the structural elements (4) the upper end of a block, or parallel that transmits the load of the structural elements (4), and of the elements connected to them (e.g. coffers (1), plates, beams, forms, etc.) is connected.
In an invention embodiment, the connection port is a vertical pin inserted into the cue.
In an invention embodiment, the connection port is a female type housing, in which a plug is connected with a male type protuberance fitting the geometry of the female type housing.
On the other hand, it is understood a reticular slab is made up of a base slab of constant thickness arranged in a horizontal plane, which has orthogonal X and Y axes between each other. In addition, the reticular slab includes a plurality of nerves arranged in a reticular arrangement; the nerves above come out of the base slab. If all the ribs are the same height, the reticular slab has a constant cross-section. On the other hand, if the ribs decrease in height from the edges of the slab towards the center, the reticular slab has a variable cross-section.
Variable section reticular slabs may have a variable section on the X axis, variable section on the Y axis, or a combination thereof.
In variable cross-section reticular slabs on the X-axis the cross-section of the ribs decreases on the x-axis from the edge of the slab to the center of the slab, but remains constant along the Y-axis. Similarly, in variable-section reticular slabs, the ribs decrease on the Y-axis from the edge of the slab to the center of the slab, but remain constant along the X-axis.
On the other hand, reticular slabs of variable cross-section in both X and Y axes have ribs with decreasing cross-section from the slab edges to the center of the slab.
Variable section reticular slabs allow more concrete to be concentrated in areas of greater mechanical stress, such as slab edges, and slab initiations and terminations on beams, walls and columns. In this way, it is avoided to put concrete in points of low solicitation saving concrete volume, and lighter structures are obtained, which also implies to have columns and foundations of smaller sections and because it lowers the dead load they must support.
Referring to
In order to form a reticular slab of constant cross-section, the structural elements (4), such as beams (8), T (50) and crosses (29), are connected to the holes (5) of the plates (3), where the holes (5) are at the same height measured from the lower edge of the coffers (1).
On the other hand, in order to form a slab with variable cross-section, the structural elements
(4) are connected to the holes (5) of the plates (3) in a decreasing or increasing manner in the direction in which the thickness is intended to vary.
For example, as shown in
Also, a beam (8) is connected between the right plate (3) of the left coffer (1) and the left plate (3) of the right coffer (1). In this case, the lateral perforations (9) of the skid (51) are aligned with the fourth hole (5) measured from the lower edge of the plates (3) of these plates
(3) of the coffers (1).
Referring to
In an unillustrated invention embodiment, the cross (29) has its lateral faces inclined inwards, so the lateral faces are coupled to the inclination of the coffers (1) inclined.
Referring to
The cross (29), and the T (50) allow to interconnect the coffers (1) in a fast and simple way, especially when the fixing means (7) are pin-crushes, due to their easy installation that only needs a hammer or a mallet. However, the fixing means (7) can also be bolts, screws, plates and combinations thereof.
On the other hand, on the crosses (29), beams (8) and/or Ts (50), boards (41) are arranged; where boards (41) allow to form a continuous surface on which the liquid concrete will be supported.
The boards (41) may be made of wood, plastic or metal. Also, the boards (41) may be rigid or flexible.
Rigid boards (41) are ideal for the construction of formworks for homogeneous cross-section reticular slabs; flexible boards (41) are ideal for the construction of variable cross-section beams and reticular slabs, as they allow a curve to be described interconnecting crosses (29), beams (8) and/or Ts (50).
The boards (41) may simply be supported on the crosses (29), beams (8) and/or Ts (50). Also, boards (41) may be connected to crosses (29), beams (8) and/or T (50) by fixing means, such as screws (e.g. self-drilling, self-tapping), bolts, rivets, adhesives, and combinations thereof.
In an invention embodiment, the cross (29) and the T (50) have their upper faces rounded. This allows the flexible boards (41) to be settled more comfortably.
Referring to
It will be understood in the present invention that skid (51) is an element that fits inside the first structural profile (10). The skid (51) may be a segment of an I-profile. Also, the skid
(51) may have wheels that rest on the inner face of the first structural profile (10).
In an invention embodiment, the skid (51) and the first structural profile (10) are blocked with a pin that crosses them and prevents relative displacement between them. Also, the skid (51) and the first structural profile (10) may be secured together with wedges.
In an invention embodiment, two parallel plates (3) are separated horizontally by a spacer (20), which allows the plates (3) to remain aligned vertically and parallel to each other.
Referring to
The spacer (20) prevents the plates (3) from attempting to join or separate, thus guaranteeing the distance of the concrete piece to be hardened between the plates.
The threaded rod (21) may be threaded along its entire length, or only at its ends. On the other hand, the threaded rod (21) and nut (27) may have a metric, square, ACME class, ANSI, or combinations thereof. Preferably, the threaded rod (21) is threaded over its entire length and its thread is square or ACME class; likewise, the nut (27) is square or ACME class. The nut (27) may be a hex nut, crenellated or a nut-counter nut assembly.
In an invention mode the stop (28) is a nut attaching securely to the threaded rod (21). For example, the nut may be crenellated, or hexagonal with a radial hole, and the threaded rod (21) include at least one radial hole, where the radial holes are aligned and a pin is inserted blocking the relative movement between the stop (28) and the threaded rod (21). This allows the stop (28) to be detached from the threaded rod (21), which makes the spacer (20) modular and easy to maintain.
In an invention embodiment, the threaded rod (21) is threaded only at its ends. On the other hand, the stop (28) is a hub with a radial hole, and the threaded rod (21) includes at least one radial hole, where the radial holes are aligned and a pin is inserted blocking the relative movement between the stop (28) and the threaded rod (21).
In an invention embodiment, the stop (28) is connected to the threaded rod (21) by welding (e.g. SMAW, GMAW, GTAW, FCAW, and other methods accepted by the American Welding Society), or by adhesives (e.g. epoxy adhesives, methacrylates, acrylics, and combinations thereof).
In an invention embodiment, nuts (24) may be hexagonal, square, butterfly, crenellated, grooved, knurled head, or self-locking. Preferably the nuts (24) are butterfly nuts. Wing nuts allow quick and easy adjustment by hand, without the need for tools such as wrenches and ratchets.
The tube (26) extends between the plates (3) and covers all other elements of the spacer (20). The tube (26) prevents the concrete poured between the plates (3) from coming into contact with the other elements of the spacer (20). On the other hand, the tube (26) is embedded in the concrete when it is finally cured.
In one invention embodiment, the tube (26) is made of a plastic material, preferably polyvinyl chloride (PVC). On the other hand, the threaded rod (21), nuts (24 and 27) and stop (28) may be made of a metallic material, e.g. carbon steel, stainless steel, alloy steels (e.g. chromium, nickel, molybdenum and combinations thereof).
In order to install the spacer (20) follow the steps:
Referring to
In an invention embodiment, the first extension plate (25) and the second extension plate (18) have the same dimensions and features as plates (3).
In an invention embodiment, the first extension plate (25) and the second extension plate (18) have a length and height greater than the plates (3), for example, may have between 1.2 and 2.5 times their length and/or height, so you can connect more quickly the extension plates to the plates (3), saving installation time, because it avoids handling more elements and avoiding having to secure more plates (3) with fixing means (7).
The first extension plate (25) and the second extension plate (18) serve to generate a cavity
deeper than that which may be generated by the coffers. This deep cavity is a mold for beams and slab areas higher than the height of the coffers (1), which is necessary to build beams with high load-bearing capacity, or beams and slabs with large spans, for example, of more than 10 m.
The support beam (19) includes holes located on its side, which are aligned with the holes (5) of the plates (3), or the support plates.
In an invention embodiment, the support beam (19) includes a plurality of connection ports on its underside, which are operationally connected to plugs or newels.
Referring to
The holes (31) in the block (3) make it possible to adjust the height of the hub (36), and thus the height of the bearing surface (32). Perforations (31) may be located only at the top end of the block (3), or along its entire length.
In an invention embodiment, the block (3) has a longitudinal advance mechanism which allows the length of the cue to be adjusted. The longitudinal feed mechanism may be a screw mechanism, or a telescopic concentric cylinder mechanism. In the case where the longitudinal advance mechanism, that of telescopic cylinders, the block (3) is made up of a first cylinder and a second cylinder arranged inside the first cylinder, where the cylinders have perforations (31) located 20 along their length, and where the cylinders are secured to each other with pins inserted into the perforations (31).
On the other hand, the supporting surface (32), may be a plate with a length greater than its width and thickness; or it may also be a plate with a width greater than its length and thickness. The support surface (32) may be made of wood, plastic or metal. If it is metal, it may be steel, aluminum, or brass. In addition, the supporting surface (32) includes lateral perforations (35) near its longitudinal ends, these lateral perforations (35) are aligned with some holes with angles (33) in their upper face.
In an invention embodiment, the support surface (32) is secured to the angles (33) with fixing means selected among: screws, bolts, self-drilling screws, self-tapping screws, pins, rivets and combinations thereof.
The angles (33) allow the load to be transmitted from the boxes (1) to the extensible bracket (39). The lateral perforations (35) located in the vertical stage align with the holes (5). To secure the angles (33) to the coffers (1), fixing means (7) are inserted through the lateral perforations (35) and the holes (5). Preferably, the fixing means (7) are pin-wedges.
The hub (36) may have an adjustable internal diameter. This feature allows the same hub (36) to be used for blocks (3) of different diameters, since the diameter of the blocks (30) depends on their length and the maximum load they can support. On the other hand, this characteristic allows the hub (36) to adapt to the geometry of commercial plugs and newels.
Referring to
In an invention embodiment, the sheet (40) rests on a slab contiguous to the coffers (1) and on the supporting newel (46). Also, the sheet (40) may be supported on the knot of a reinforced concrete column. In this way, the concrete that is poured over the coffers (1) and the sheet (40) is integrated with the knot of the concrete column, generating the union of the reticulated slab that is formed with said coffers (1), with said concrete column when the poured concrete is cured.
Preferably, the sheet (40) is flexible. This allows the sheet (40) to follow a curved path, which can generate variable cross-section beams and slabs.
In an invention mode, the support beam (19) has at least two support newels (46). This ensures the stability of the film (40).
In an invention embodiment, the support beam (19) consists of a plurality of supporting newels (46) arranged along the underside of the sheet (40).
Referring to
In one invention embodiment, as shown in
The curved panel (100) allows to generate a curvature between the flexible sheet (40) and the vertical plate (3). This curvature allows for a smooth transition between the hanging beam and the structural column (67), thus reducing the stress concentrator generated between the hanging beam and the structural column (67).
The curved panel (100) has at least one hole (5), however, it may have one.
In an invention embodiment, the curved panel (100) has three horizontal rows of holes (5).
In an invention embodiment (not illustrated) the structural column (67) is of round cross-section. In this mode, the vertically arranged plate (3) is cylindrical in shape with an internal diameter equal to the diameter of the structural column (67). Under the plate (3) more plates (3) are connected in the same way, from the point at which the structure column (67) is to be formed, for example, a top knot of another structural column, a slab or a mortar, to the plate (3) connected to the curved panel (100).
In one invention embodiment, the structural column (67) is of rectangular cross-section. To achieve this rectangular cross-section, at least four plates (3) connected to each other with fixing means (7) are arranged in a rectangular arrangement. If the column is higher than the plates (3), more rectangular arrangements of plates (3) are connected, from the point at which the column structure (67) is to be formed, for example, a top knot of another structural column, a slab or a concrete, to the plate (3) connected to the curved panel (100).
The adapter (104) allows the curved panel (100) to be connected to the block (105), thus giving it structural support and guaranteeing its dimensional stability. The plug (105) has a male adapter (106) located at its upper longitudinal end that is inserted into the adapter cavity (104), thus generating a quick and secure coupling, which does not require additional fixing means.
The adapter (104) has a curved perforated surface (98) which is connected to the holes (5) of the curved panel (100) with fixing means (7).
In an invention embodiment, the holes (5) of the curved panel (100) are countersunk, and the fixing means (7) are pin wedges with countersunk head. This allows the fixing media (7) to
40 be completely inserted into the curved panel (100), preventing the concrete from sticking to their heads.
On the other hand,
The formwork includes L-type coffers (1) connected to the structural column (67); coffers (1) sliders connected to the structural beams (68) and coffers (1) straight connected to the L-type coffers (1), and sliders.
In the rectangular cut (54) of the L-type coffers (1), there are non-recoverable coffers (69), which are embedded in the concrete after is cured. These non-recoverable coffers (69) reduce the volume of concrete in the node, without structurally damaging it.
In an invention embodiment, the structural column (67) and/or the structural beams (68) have knots that protrude from their upper surface, that is, from the upper surface where the concrete is poured and the reticular slab is formed.
It will be understood in the present invention that knots are metallic structures or frameworks protruding from concrete structures reinforced with metallic bars.
In an invention embodiment, to connect the coffers (1) to the structural beams (68) structural profiles (70) are used, connecting to the structural beams (68), either because at the time of setting they had those structural profiles (70) embedded, or because they are connected to fixing means, such as bolted tabs. The structural profiles (70) have perforations aligned with the holes (5) of the coffers (1) plates (3), in order to insert fixing means (7), such as pin wedges, plates, bolts, screws and combinations thereof, which secure the coffers (1) to the structural profiles (70).
Structural profiles (70) may be C-cross section, U-cross section, I-cross section, square cross section, round cross section, tubular cross section and combinations thereof.
The coffers (1) are joined together with crosses (29). As mentioned above, the crosses (29) are interconnected with boards (41), which may be either rigid or flexible.
Referring to
Referring to
This embodiment of the formwork mechanism allows to form folded slabs for floors and/or ceilings. Folded slabs are made up of panels connected together along their edges, where folds are formed at those edges; folds may be tops or valleys. Folded slabs are used in structures with wide spans, and are usually used for ceilings and floors.
It will be understood in the present invention that top, or fold top, is a fold in which a first module (43) is joined with a second module (44) so that the angle measured between the front faces of their plates (3) is an angle between 180° and 360°. Also, valley, or valley fold, shall be understood as a fold in which a first module (43) is joined with a second module (44) so that the angle measured between the front faces of their plates (3) is an angle between 0°
20 and 180°. In the case that the angle measured between the front faces of their plates (3) is an angle of 180°, there is no fold.
Although the angle may be between 0° and 180°, it should be noted that for angles other than 90°, the concrete is subjected to bending and traction stresses, which implies having much
greater slab thicknesses in the case of slabs folded at 90°, which makes the structure heavier and more expensive. This is because concrete has excellent compressive strength, but low tensile strength.
However, for other curable materials, e.g. plastic resins (e.g. epoxy, polyester, vinyl ester) which may or may not be reinforced with fibers (e.g. polyester, glass, aramid, carbon), angles other than 90° may be used.
In an invention embodiment, for top folds, the angle measured between the front faces of the plates (3) is an angle of 90°. On the other hand, for valley folds, the angle measured between the front faces of the plates (3), is also an angle between 90°.
In an invention embodiment (not illustrated), the support beams (19) have trapezoidal cross sections, where the punctured tabs (45) are the inclined sides of the trapeze.
In an invention embodiment (not illustrated), the trapezoidal section of the support beams (19) are hollow. In this way, the support beams (19) are lighter than if they were solid.
In an invention embodiment (not illustrated), the trapezoidal section of the support beams (19) has no greater base, thus the support beam is lighter than, if it were a solid trapeze, or tubular with a greater base. In this mode, the support beam (19) is used for the valley folds. On the other hand, in this mode, the smaller base external face of the support beam (19) is put in contact with the concrete that is cured on the front face the plates (3) of modules (43 and 44).
In an invention embodiment, the smaller base inner face of the support beam (19) has a connection port in which a block (30) or a support newel (46) is connected.
In an invention embodiment, the trapezoidal section of the support beams (19) has no minor base. This type of support beam (19) is used to form the top folds. On the other hand, the external face of the greater base is put in contact with the concrete that is cured on the front face, the plates (3) of the modules (43 and 44).
In an invention embodiment, the greater base internal face of the support beam (19) has a connection port in which a block (30) or a support newel (46) is connected.
In an invention embodiment (not illustrated), the first module (43) and the second module (44) are connected to each other with a support beam (19) of trapezoidal cross-section without major base.
Referring to
The folded ceiling slab form (38) is used to set and cure a folded ceiling slab (72). The predetermined distance separating the assemblies (70 and 71) corresponds to the thickness of the folded ceiling slab (72), which is selected according to the loads and spans to which it is subjected.
In an invention embodiment, the inclination A is 135° and the inclination B is 45°, both measured from the horizontal having as origin the centroid of the support beam (19). In this way, each fold form forms a valley fold. Therefore, the beams (19) joining the folding forms form the top folds. In this mode, the folded slab is a slab subjected to compressive stresses, as the sides of its folds are angularly separated by 90°.
The spacers (20) maintain the distance between the first modules (43). Likewise, the distance
between the second modules (43) is maintained with spacers (20).
Referring to
It will be understood in the present invention the internal faces of the pentagon sides are the faces with normal vector pointing into the pentagon. Also, it will be understood that the outer faces of the pentagon are the faces with a normal vector pointing out of the pentagon.
In order to connect the modules (43 and 44) in a top assembly (73), the pentagon outer face of the longest side is in contact with the top face of the folded ceiling slab (72). Therefore, the female connection port (74) is accessed from above the top assembly (73).
On the other hand, to connect the second module (44) of a lower assembly (71) of a first folding form with the first module (43) of a lower assembly (71) of a second folding form, thus forming a top fold, the pentagon outer face of the longest side is in contact with the top face of the folded ceiling slab (72). Therefore, the female connection port (74) is accessed from below the lower assemblies (71). In this way you can connect a block (30) (not illustrated) having a male coupling that is inserted into the female connection port (74).
In an invention embodiment, the connection between the female connection port (74) and the male plug coupling (30) is slippery. The sliding joint may be a dovetail, or a skid-rail mechanism, where the rail is the female connection port (74), which is made up of two elongated tabs located; and the skid is the male coupling of the block (3).
On the other hand, referring to
The upper trapezoidal section has as its major base a first rectangular side arranged horizontally, which is the widest of the five rectangular sides. From the first rectangular side, two rectangular sides forming the lateral faces of the upper trapezoidal section extend diagonally and converge. However, the upper trapezoidal section does not include a minor base.
On the other hand, the lower trapezoidal section has neither a major nor a minor base, but has two rectangular sides, where each rectangular side is connected to one of the rectangular sides composing the lateral faces of the upper trapezoidal section. The rectangular sides of the lower trapezoidal section extend diagonally and divergently.
Preferably, the angle formed by the rectangular sides of the upper trapezoidal section with the rectangular sides of the lower trapezoidal section is a right angle. This makes it easier for the plates (3) of the modules (43 and 44) to settle on the support beam (19).
In an invention embodiment, after the folded ceiling slab (72) has been cured, fiber cement plates (77) are placed on top of the folded ceiling slab (72), which are secured with fixing means (7) (not illustrated), such as chasers, screws, bolts, adhesives and combinations thereof. Preferably, the fiber cement plates (77) are arranged in such a way the joints are interspersed from one top to the other.
On the fiber cement plates (77), floor finishings may be made for thermal and acoustic insulation. In addition, the folded ceiling slab (72) with fiber cement plates (77) allows between the air duct folds hydrosanitary, electrical, telephone, data, and other installations. Moreover, it facilitates cleaning and maintenance.
Referring to
In an invention embodiment, the inclination A is 135° and the inclination B is 45°, both measured from the horizontal having as origin the centroid of the support beam (19). In this way, each fold formwork forms a valley fold. Therefore, the beams (19) joining the folding formworks form the top folds. In this mode, the folded slab is a slab subjected to compressive stresses, as the sides of its folds are angularly separated by 90°.
Before hardening the concrete, the full (47) is placed on the modules (43 and 44) of the lower assembly (71), which preferably has a trapezoidal cross section. The smaller base of the filler (47) is oriented towards the smaller base of the support beam (19). The full (47) is completely covered with concrete (76), leaving a cavity within the concrete slab (46), which saves concrete and increases the inertia of the slab. In addition, the mesh (48A) is also covered by concrete. Preferably the mesh (48A) is an electro-welded carbon steel mesh. This creates one of the folds of a folded floor slab.
Referring to
The truncated pentagonal section has a truncation that cuts two of its sides. The pentagonal section has one side longer than the others, which is arranged horizontally. On the other hand, the truncation is parallel to the longer side. The truncation allows access to the pentagon inner side of the longest side, where a female connection port (74) is located. This way, a block (30) (not illustrated) having a male coupling inserted into the female connection port (74) can be connected.
On the other hand, referring to
The upper trapezoidal section has as major base a first rectangular side arranged horizontally, which is the widest of the five rectangular sides. From the first rectangular side, two rectangular sides forming the lateral faces of the upper trapezoidal section extend diagonally and converge. However, the upper trapezoidal section does not include a minor base.
On the other hand, the lower trapezoidal section has neither a major nor a minor base, but has two rectangular sides, where each rectangular side is connected to one of the rectangular sides composing the lateral faces of the upper trapezoidal section. The rectangular sides of the lower trapezoidal section extend diagonally and divergently.
Preferably, the angle formed by the rectangular sides of the upper trapezoidal section with the rectangular sides of the lower trapezoidal section is a right angle. This makes it easier for the module plates (3) (43 and 44) to sit on the support beam (19).
Referring to
In an invention embodiment, the wall formwork (78) comprises a first assembly of wall formwork (82) comprising:
In an invention embodiment, the plates (3) of the wall formwork (78) have diagonal ribs (49) and stiffening profiles (48) increasing the stiffness of the plates, and allowing a better dimensional stability of the wall formwork (78).
In order to connect the plates (3), place them side by side, aligning and securing the punctured tabs (6) with fixing means (7).
In an invention embodiment, the plates (3) have dimensions less than 2 m, therefore, in order to build high walls, it is necessary to extend the height of the wall formwork (78). This is accomplished by adding a second wall formwork assembly (83) above the first wall formwork assembly (82), and securing the wall formwork assemblies (82 and 83) with fixing means (7). The fixing means (7) go through the lower punctured tabs (6) of the plates (3) of the second wall form assembly (83) and the upper punctured tabs (6) of the plates (3) of the first wall formwork assembly (82).
Preferably, the fixing means (7) are small plates and wedge-pins.
In order to form a wall, the wall formwork (78) is installed on top of a support surface, e.g. a slab or mortar. Concrete is then poured between the vertical modules (79 and 80) and the side panels (81). Before casting the concrete, steel reinforcements, such as rods, meshes and plates, may be installed, which give greater resistance to the wall.
In an invention embodiment, bracing blocks (84) are connected to the plates (3) of the wall formwork (78). The bracing blocks (84) are used to support the wall formwork (78) in a vertical position.
In an embodiment of invention, each bracing block (84) comprises:
In an invention embodiment, the base plate (86) may be rectangular, circular, regular polygonal, irregular polygonal, ellipsoidal, oblong, or combinations thereof.
In an invention embodiment, each bracing block (84) includes a second connector (96) equal to the first connector (89) connected to a plate (3) of the wall formwork (78) and a second bracing parallel (95) with:
This way, the two bracing newels (88 and 95) are supported on the same base plate (86), saving space on the job site and reducing the number of elements, if compared with the case in which each bracing pair (88 and 95) has its own base support (86).
On the other hand, the formwork mechanism of the present invention may be conformed from:
In this case, the structural element (4) has at least one joist (13), each joist (13) has a side hole (14) aligned with a hole (5) in a plate (1); where the structural element (4) is secured to the plate (1) with a fixing means that crosses the side hole (14) and hole (5); and where each joist (13) includes a first pivot (14A) connected to a joint (120).
The formwork mechanism allows a mold to be formed to pour a rectangular concrete reticular slab, which may vary its thickness in one or two coplanar directions, for example, in a horizontal direction and a transverse direction that is orthogonal to the horizontal direction.
The articulation (120) and the first pivot (14A) make it possible to generate a flexible angular joint between two structural elements (4), for example, between a beam (8) and an L (111B), a T (50C) or a cross (28B).
Preferably, as may be seen in
This way, the assembly of the support to the structural element (4) is faster than the case of using other fixing means, such as screws, bolts, or rivets. In addition, this assembly allows for easy replacement of the joint support (120).
This is important because the joint elements (120), particularly the support, are subjected to shear stresses generated by the weight of the concrete poured onto the coffers (1) and the structural elements (4) to form the slab. Therefore, this joint support (120) tends
For example,
For their part, the pivots (14A) are perforations that pass through the joint support (120) and the structural element (4). The pivots (14A), in combination with the pin (not illustrated) allow two structural elements (4) connected by the joint (120) to rotate in relation to a horizontal axis.
Referring to
The L (111B) is connected in a corner of a coffer (1) located in the position where a corner of a mold is defined for a rectangular reticular slab, where the mold is formed with the formwork mechanism of the present invention.
For its part, the T (50C) allows to connect between them two coffers (1) located along the edge of the mold where the edge of the slab would be located. Accordingly, to form the mold perimeter of a reticulated rectangular slab, Ls (111B) are installed in the mold corners, where each L (111B) is coupled to a coffer (1) located in a corner. Then the Ts (50C) are connected to the L (111B) for initial formation of the slab edges.
Referring to
The other Ts (50C) composing the edge of the mold where the edges of the slab would be located, can also be connected by beams (8), where each beam (8) is connected to a joist (13) of a T (50C) by articulation (120). This allows the Ts (50C) and Ls (111B) to be kept in a horizontal position, while the beams (8) are tilted with respect to a horizontal plane.
Each cross (28B) is connected to four coffers (1) with fixing means (7) that go through the holes (5) and the side holes (14). In addition, crosses (28B) may be connected to each other by means of beams (8), where each beam (8) is connected to a joist (13) of a cross (28B) by means of the joint (120). This makes it possible to keep the crosses (29) in a horizontal position, while the beams (8) are inclined with respect to a horizontal plane.
Additionally, Ts (50C) may be connected to crosses (28B) to form the mold from the mold edges to its center, adding and connecting crosses (28C) with beams (8) and joints (120). In this way, the crosses (28B) allow the rest of the mold to be formed for the rectangular reticular slab.
Referring to
The boards (41) may be made of wood, plastic or metal. Also, the boards (41) may be rigid or flexible.
Rigid boards (41) are ideal for the construction of formworks for homogeneous cross-section reticular slabs; flexible boards (41) are ideal for the construction of variable cross-section beams and reticular slabs, as they allow a curve to be described that interconnects crosses (29), beams (8) and/or Ts (50).
The holes (5) of the plate (3) on the coffers (1) can form on the coffer (1) after connecting the plates (3) to the sheet (2). For example, holes (5) may be drilled or punctured.
On the other hand, the formwork mechanism of the present invention may be composed from:
In this case the structural element (4) is a load support (107) that has at least one female profile (108) attached to a male profile (109), each profile (108, 109) includes a support through-hole (110) aligned with a plate (3) hole (5); where the load support (107) is secured to the plate (3) with a fixing means passing through the support through-hole (110) and the plate (3) hole (5).
The female profile (108) may have a cross section with a concave portion, e.g. a C or U cross section.
In particular, the cross section of the female profile (108) may have approximate dimensions from 200 mm to 350 mm long, 50 mm to 90 mm wide and a thickness from 20 mm to 50 mm.
The male profile (109) has a transverse section with a protruding portion that is inserted into the concave portion of the female profile (108). For example, the male profile (109) may be an L-, T- or C-cross section profile.
In particular, the cross section of the male profile (109) may have approximate dimensions from 200 mm to 350 mm long, 50 mm to 100 mm wide and a height from 70 mm to 110 mm.
The profiles (108, 109) include a supporting through-hole (110) in which a fixing means may be arranged to connect the profiles (108, 109) to each other.
For example, to fix the profiles (108, 109), a nut (108A) embedded in one of the profiles (108, 109) may be arranged, which has its thread coinciding with the support through-hole (110). The nut (108A) is connected with a screw (108B) going through a hole (5) in a plate (3) of an inclined coffer (1). In this way, the screw (108B) together with the nut (108A) allow the profiles (108, 109) to be connected to the inclined coffers (1).
In order to ensure the profiles (108, 109) adjust to the inclined geometry of the plates (3) of inclined coffers (1), the profiles (108, 109) have inclined surfaces on their external side faces, i.e. the side faces of the profiles (108, 109) coming into contact with the plates (3).
In this case, when the coffer (1) is assembled, it is assembled in such a way the coffer (1) is left with a demolding angle, which may vary from 0° to 10°. In order to achieve this, connect the plates (3) with the punctured tabs (6) to the inclined corner profiles (11) with the punctured tabs (12), and secure the equine profiles (11) to the plates (3) with fixing means (7).
Optionally, each profile (108, 109) may include a nut (108A), where the nuts (108A) are arranged concentrically opposite each other, so the same screw (108B) may be connected to both nuts (108A).
Preferably, the screw (108B) has a through-hole in which a wedge pin is inserted (not illustrated) ensuring the union of the profiles (108, 109) with the plates (3).
On the other hand, the load support (107) rests on a bracket (114); where the bracket (114) includes a protrusion that connects to an adjustable guide (113) located on a vertical support.
The bracket (114) allows to transfer the weight of the coffers (1) to the vertical supports, which are connected to blocks (30). In addition, the bracket (114) preferably has a flat surface on a top face which is parallel to a bottom face of the profiles (108, 109).
On the other hand, the vertical support can include a vertical profile with a rectangular cross section and at least two adjustable guides (113), each adjustable guide (113) is located on one side of the vertical profile with a rectangular cross section.
The adjustable guides (113) prevent the movement of the bracket (114) in a horizontal plane orthogonal to the vertical support. In addition, the adjustable guides (113) allow the bracket (114) to slide vertically, allowing the height of the load support (107) to be adjusted to align the support through-holes (110) with the holes (5) in the coffers (1).
For example, the vertical support may be selected from among:
The L-type bracket (111C) allows you to connect two brackets (114), each bracket (114) connected to an adjustable guide (113). The L-type support (111C) is installed in the corners of a mold for a rectangular reticular slab. In this case, the bracket (114) holds two load supports (107) connected to a corner of a coffer (1) located in the mold corner.
For its part, the T-type support (50C) allows you to connect three brackets (114), each bracket (114) connected to an adjustable guide (113). The support L-type (111C) allows to connect two coffers (1) located along the mold edge where the edge of the slab would be located.
Accordingly, in order to form the mold perimeter of a reticulated rectangular slab, L-type supports (111C) are arranged in the mold corners, where each bracket (114) of each L (111C) holds a load support (107) which is attached to a coffer (1) located in a corner.
Referring to
Finally, in order to form the inside of the mold, cross type brackets (28C) are arranged, where each cross type bracket (28C) has four bracket (114) holding four load supports (107), which are connected to four coffers (1).
On the other hand, each vertical support may include:
One of the functions of the support screws (112) is to adjust the bracket height (114). Preferably, the support screws (112) are square threaded for heavy load support.
On the other hand, the coffer (1) of the formwork mechanism of the present invention may include in its sheet (2) at least one orthogonal stiffening profile (2B) coupled to an internal face of the sheet (2) and extending between two plates (3) parallel to each other.
In addition, the sheet (2) may include at least one diagonal stiffening profile (2C) attached to one inner side of the sheet (2);
For example, the sheet (2) may include six orthogonal stiffening profiles (2B) as shown in
In addition, as illustrated in
The stiffening profiles (2B, 2C) transmit the load directly to the stiffening profile (48) of the plate (3) because, as illustrated in
Referring to
The boards (41) may be made of wood, plastic or metal. Also, the boards (41) may be rigid or flexible.
Rigid boards (41) are ideal for the construction of forms for homogeneous cross-section reticular slabs; flexible boards (41) are ideal for the construction of variable cross-section beams and reticular slabs, as they allow a curve to be described that interconnects crosses (29), beams (8) and/or Ts (50).
On the other hand, the coffers (1) of the present invention, as well as their parts (e.g. corner profiles (11), plates (3), sheet (2)) may be made of composite materials formed by polymeric matrix (e.g. polyester, vinylester, epoxy) reinforced with basalt fibers.
Basalt can support greater loads than glass fibers, and allow good performance in humid conditions and temperatures above 50° C., as are the usual conditions during concrete curing.
Moreover, the structural elements (4) can also be made of composite materials composed of polymeric matrix (e.g. polyester, vinylester, epoxy) reinforced with basalt fibers.
On the other hand, with reference to
In this invention embodiment the coffer (1) may be straight as illustrated in
In order to construct the mold, coffers are connected (1) at the beginning of the parabola; two coffers are connected (1) as illustrated in
In order to allow the deflection of the curve, the desired angle is adjusted with small variations (angles may be given between 0° and 90°) by means of an adjustable screw of opposite threads (124) that is articulated at its ends at the bottom (124A) and at the top (124B), located at the leg end of the articulation element—leg (119B), these two joints are joined with non-illustrated pins inserted into the screw through-holes (125) and thus pin the adjustable screw of opposing threads (124) and allow it to perform its work.
A straight coffer (1) was designed and built according to the following features:
An inclined coffer (1) with the following features was designed and constructed
A formwork for a reticular slab was designed and built (hereinafter slab formwork). The slab formwork is rectangular and rests on four structural columns (67) of concrete interconnected by concrete structural beams (68).
The coffers (1) on the slab formwork corners are L-type coffers (1) with the following features:
In the rectangular cut (54) of the L-type coffers (1) there are non-recoverable square plates (69) of polystyrene, which are 25 cm on the sides and 10 mm thick.
The coffers (1) of the slab formwork periphery are sliding coffers (1) with the following dimensions and features:
The caps (61 and 62) are secured to each other by fixing means (7), which are pin-wedges and plates.
The rest of the coffers (1) are straight coffers (1) as in example 1.
The coffers (1) are interconnected with crosses (29) with the following features:
On the crosses (29) there are phenolic wood boards (41) joining the crosses (29) with self-drilling screws. The boards (41) are 100 mm wide, 120 cm long, and 15 mm thick.
It must be understood that the present invention is not limited to the embodiments described and illustrated herein, given that as it will be evident for any skilled artisan, possible variations and modifications exist which do not depart from the invention scope and spirit, which is only defined by the following claims.
| Number | Date | Country | Kind |
|---|---|---|---|
| NC2016/0005799 | Dec 2016 | CO | national |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/IB2017/058387 | 12/23/2017 | WO | 00 |
