MX2007016077A - Constructing system and method based on reusable moulds for centering having a special semi-curved geometry - Google Patents

Abstract

Described is a constructive system acting as housing alternative that is best known as"Tecnovivienda", which refers to a flexible system built in different sizes determined by the prefabricated centering, which consists in reusable glass fibre moulds useful for reducing the housing construction time down to 6 days.

Description

SYSTEM AND CONSTRUCTIVE METHOD BASED ON REUSABLE MOLDS FOR CIMBRA OF SPECIAL SEMICURVE GEOMETRY.

DESCRIPTION OBJECT OF THE INVENTION The present invention refers to a constructive system for the construction of houses or similar, which uses a plurality of novel fiberglass molds with semi-curved geometry, BACKGROUND By nature, the human being always seeks to have a place to shelter from inclement weather, a place to rest and protect your family, as well as keep your belongings. The development of the constructive system that is the motive of this invention, responds to the need to build a house in less time and at a lower cost, and with this help to reduce the deficit of social interest housing, always trying to maintain the quality of the house. The construction of houses in general is a process that requires a relatively long time of at least a month since they have slab or concrete floor, instead this system offers a minimum construction time, with a simple and understandable process for the Most people with basic construction skills. The patents that present similarities or elements similar to the one proposed here can use materials such as metal, cement, wood, plastic, and even fiberglass, as is the case of the patent TJS4159603 which refers to a circular structure consisting of panels curved for the walls, triangular panels for the roof and a central column to hold that unlike the application presented here does not carry light mortar or remove the panels to be reused, that is they are the structure itself, in addition the form is very different from the one proposed because they do not have the same geometry or the same use. The patent US4232494 refers to curved panels for construction which carry inside the elements to make an installation electrical so as to hide the wiring, hoses and interconnection boxes, in addition to carrying a fireproof element to avoid shorts, but once again the panels are part of the construction and remain fixed, ie not they are reusable as those proposed in this patent application. Patent US4915345 is a curved structure for building concrete walls with a radius of 5 inches. Said structure includes a series of curved metal panels assembled side by side, that is, they are placed with a certain separation and the concrete is poured in between, and when being removed there is a regular curved concrete wall, and this is its main difference with respect to the patent requested in this technical report, since although these panels are reusable, they are made of metal and do not use light mortar, that is why they are completely different. Patent application number US 2002/0059777 Al refers to the use of thin sheets of opaque or transparent plastic to build curved structures, which are divided into sections by a computer program so it is different from what is proposed in this memory since the molds are not reusable and can vary in shape, in addition, remain forming part of the final structure in the construction. The international publication WO 2007/104147 Al keeps a similarity with the shape of the structure of this patent, but the material of this structure and its construction panels is based on plastics, joined together by a tubular structure that gives rigidity to the whole, and although it is reusable is not the same application, it differs in that what is proposed in this patent application is the mold on which the material is applied, it is allowed to dry and then it is removed and the mold is not the structure in yes. It is part of a system to build buildings, in which a mold can be used for several constructions. In the present invention the molds for construction have the quality of being reusable, so that once the mortar has dried, they are removed and can immediately be used in the construction of other houses, presenting the advantage that if they are cracked or broken, these molds can be repaired quickly due to the easy handling of fiberglass A possible field of application for this constructive method is in places where there is not easy access such as a road or an access road for vehicles, without which it is difficult to transport bricks, partitions, or any construction material in general With this method the material to be transported is reduced, besides that once the molds are taken they can be used several times reducing even more the quantity of material at the same time that more houses are being built. The patent number NL / a / 2005/000073 consists of a permanent metal formwork for structures with a straight surface whose main characteristic is that it uses one or more straight metal panels from among the following: Ridge panel, Straight ceiling panel, Curved corner panel, Straight panel on base, End panel or braced. When these panels are assembled, they form a metallic structure that is the support for the home, but unlike the present invention, said structure remains embedded in the mortar or concrete used in the sacking thereof. Likewise the patent number MX a / 2007/012261 presents a removable pneumatic formwork for buildings with curved surface and its method of construction, where this pneumatic formwork has the advantage that after applying the mortar can recover and is susceptible to be reused, such as the present invention, but it differs from this because only dome-like vignettes can be built; and does not use molds such as this proposal. Patent MX / a / 2007/012262 presents a permanent metal formwork for structures with curved surface comprising one or more curved metal panels, which can be: regular, window or door , formed of tubular profiles, which although they have electrowelded mesh to give the necessary support to the walls of the house, differs from the present invention because only dome-like dwellings can be built, in addition to the curved metal panels are structural part of the house forming a permanent part of the structure, so the panels are not reusable, which is one of the advantages that presents the invention herein proposed with respect to the elements existing in the state of the art.

BRIEF DESCRIPTION OF THE FIGURES Figure 1. Isometric view of the system and constructive method based on reusable fiberglass molds for special semi-curved geometry formwork. Figure 2. Isometric view of the construction system with the curved side molds armed.

Figure 3. Isometric view of the curved side mold of fiberglass. Figure 4. Schematic representation of the central mold. Figure 5 Schematic representation of the mold with window preparation. Figure 6. Schematic representation of the mold with door preparation. Figure 7. Top view of the roof slab with the molds assembled. Figure 8. Schematic representation of the components of the foundation slab. Figure 9. Top view of the reinforced foundation slab and before emptying. Figure 10. Cross section of the foundation slab after emptying. Figure 11. Isometric view of the armed formwork and placement of reinforcement reinforcement Figure 12. Isometric view of the flown before the application of structural light mortar ..

DETAILED DESCRIPTION OF THE INVENTION.

The present invention is a constructive system for building houses with molds, as illustrated in Figure 1. The proposed system and construction method comprises the integration of various molds for the construction of houses which are made of a composite material preferably fiber of glass, besides having the advantage that they are reusable for the construction of other spaces or houses since these are not embedded and do not form part of the definitive structure of the house to be built; Figures 3,4,5,6 present the different types of molds to be used in the construction of the house which were named according to their location as: curved side mold, central mold, mold with window preparation and mold with door preparation respectively.

Next, each of the molds is described. a) The Curved Lateral Mold: it is of a single piece, and two sections can be appreciated; the first section that forms the base of the mold is rectangular and its base of shorter length is in contact with the ground forming a right angle and the second section located on the first section is semi-curved. In addition this mold, has in all its contour (except in the base attached to the floor), an eyebrow (2) preferably 5 cm oriented towards the inside of the curvature of the curved side mold, and in the eyebrow a plurality of holes (3) for the attachment of the side mold are located curved by screws with adjacent molds of the same characteristics or molds with preparation for window, door, also when two curved side molds are joined, these in turn can be attached to a central mold. Figure 3 shows an isometric view of the curved side mold and it is important to note that the design of this curved side mold has the purpose of forming the first half of a roof type "two waters" to prevent the accumulation of garbage or water on the roof of the housing built with said molds. b) The Central Mold (Figure 4): Each central mold is of a single piece, its geometric shape is pentagonal, at its base it measures preferably 202.5 cm, two of its sides form a right angle with respect to the base, and the two sides remaining, join forming the upper part of the mold to give a design to the house type "two waters", from the union of the two sides that form the upper part of the central mold type "two waters" to the floor you have the point of highest reference, which measures that measures 303 cm with respect to the base of the mold. This mold abuts at its lateral ends with a mold with preparation for window and a mold with preparation for door, or two molds with preparation for window, or two molds with preparation for door, and by its upper end is attached to the upper lateral end of two adjacent curved side molds. d) The Mold with Preparation for Window (Figure 5): The mold with window preparation is in one piece, abuts one of its lateral ends with a central mold, and in the other with a curved lateral mold, adopting in its upper end the curved shape of the curved side mold and its base is preferably 190.5 cm. On the side that joins the central mold and at a height of approximately 91.5 cm has the hole for the window which is square, 100.5 cm per side and open from the end that is attached to the central mold. e) The Mold with Preparation for Door (Figure 6): The mold with preparation for door is one piece, in one of its lateral ends is in contact with a central mold and in the other with a curved lateral mold, adopting in its Top end the shape of the curved side mold. Approximately 96 cm from the bottom (base) that is attached to the curved side mold has an angle of 90 ° which rises approximately 190.5 cm which will be the height of the door of the house, at this height extends the width of the door approximately 94.5 cm towards the central mold. Figure 7 shows a top view of the roof when assembling at least two curved side molds (1) and that are attached side by side or facing each other, but always eyebrow (2) with eyebrow, to align the holes (3) and bolts with nuts are placed to give rigidity to the structure before the application of lightweight structural mortar, also the plurality of anchor rods (5) can be observed that are used to anchor an electrically welded reinforcement mesh (X) that will cover the whole house. Figure 8 shows the components of the foundation slab, which are: • A sheet of electrowelded mesh (4). • A plurality of 3/8 inch anchor rods (5) that are attached to the foundation castle by means of hooks and annealed wire. • A foundation castle (6) consisting of 4 steel rods, preferably 3/8 inch in diameter (fy = 4,200 kg / cm2) and 2 wire stirrups of preferably No.2 (fy = 2,800 kg / cm) of 15x17 cm. Separated approximately 15 centimeters. Figure 9 shows the foundation slab before the casting of the concrete in which the components can be seen and how they are joined together so that the method has a solid foundation before beginning the construction of the house. Figure 10 shows a cross section of the foundation slab after emptying the concrete in which you can see how the elements of the foundation slab are left after the casting of concrete and you can see the anchor rods (5) that is it so 50cm apart from each other around the perimeter of the foundation slab, on which the electrowelded reinforcement mesh (9) will subsequently be tied since this is the main support for the walls. Figure 11 shows a view of the construction system based on glass fiber molds when the molds are placed and fixed on the foundation slab and the dwelling is completely covered with the double reinforced electro-welded mesh (9) and It is tied to the anchor rods (5) that are around the perimeter of the foundation slab. In figure 12 you can see the house with its flow, which is placed on the reinforcement mesh that covers the curved side mold, between the semi-curved part and the straight part and along the ends of the house and is made up of two pieces of electrowelded mesh: • The first piece (7) measures 1.1 Om and joins the part that goes towards the ceiling, leaving 40cm of straight section after the wall. • The second piece (8) is tied 30cm to the wall and folded twice to support the first piece (7). The pieces (7) and (8) are joined by an anchoring with annealed wire.

Below is the construction method based on reusable molds for special semicurve geometry with the proposed system, which consists of the following steps: a) Land Preparation. • Cleaning. • Leveling. • Compaction. b) Trace of axes. c) Excavation. This consists of a ditch preferably 30cm wide by 20cm deep where the dala is shod to give a good grip on the ground to the slab of foundation and to support the anchors that will be the support of the walls of the construction. d) Insulation of the base of the foundation slab. e) Cimbrado of the foundation slab. Once the base of the foundation slab is isolated, the borders that delimit the structure of the pavement are placed. The borders must be elements strong enough to contain the emptying of concrete (for example wood), said borders will be supported with stakes every 50 cm on its outer perimeter, and will be responsible for containing the thrust of the emptying. f) Armed foundation slab. • Give it. The assembly of the foundation dala is located inside the trench, where 4 steel rods, preferably 3/8 inch in diameter and 2 wire rods of preferably No.2 of 15x17 cm, must be placed. Separated approximately 15 centimeters to make the castle of the dala, in the corners the convergent castle segments must be made continuous overlapping the longitudinal steel of either of the at least 40 cm. within the second convergent segment, thus improving the structural behavior of the system. The covering between the steel of the reinforcement of the castle and the floor must be at least 7 cm to avoid possible corrosion by soil moisture. • Mesh The electrowelded mesh is placed, preferably 66-66 on the entire surface of the pavement, including perimeter benches. This mesh must be tied to the perimeter chain using galvanized wire in sections of at least 30 cm, being placed 5 cm above the surface of the compacted soil. Generally the presentation of the mesh has a different width from the surface to be covered with it, so it is recommended to overlap at least 2 complete frames between mesh segments to ensure the structural continuity of the surface. Alternatively, the mesh can be replaced with a rod grill every 20 cm.

• Anchors. The anchors that are used in this system are rods of at least 3/8 of an inch to every 50cm, around the perimeter of the base. These rods should not be located on the outside of the dala but 8 cm towards the center to give sufficient space to the formwork and the structure of the house. In addition, each rod should be bent in a "u" (standard 180 ° hook) at its lower end and tied to the rod with wire rod. These anchors should leave 50cm from the level of the firm to facilitate the mooring of the structure of the Tecnovivienda. g) Preparation of foundation slab concrete. h) Firme Colado, i) Afine de Firme, j) Armed with Cimbra. The formwork is composed of a plurality of prefabricated molds for fiberglass construction, which are joined along the foundation slab and are supported temporarily with struts to each meter in its central part. These struts (or bars) of approximately 10x10cm, support the support beam (or pollin) of approximately 5x1 Ocm that runs the length of the structure, and it is the latter that receives and channels the weight of the formwork and the structure. structure in the construction process. Said plurality of molds for construction is located inside the rods that come from the foundation, the fiberglass molds are joined together with screws through the alignment of their eyebrows (2) with holes (3) located on the sides and in front of each mold. k) Armed Reinforcement. This assembly consists of a double external cover of electrowelded mesh around the whole structure of the Techno-housing, the two meshes must be anchored with the borders and with each other with approximately 40cm of wire. 1) Armed of Flying. To build the flyer you need 2 pieces of the same mesh, where: • The first piece (7) (1.1 Om) joins the roof and continues straight approximately 40cm after the wall. • The second piece (8) joins the 30cm wall mesh and must be bent twice to give the necessary support to the other piece. These pieces (7) and (8) are joined with annealed wire. m) Armed Reinforcement of Windows and Doors. The walls of the front and back of the techno house must be armed with double electrowelded mesh, making cuts to leave the necessary holes for the doors and windows. In addition, the mesh should leave about 15cm from the limits to join with wire to the walls and anchors of the slab. This coating must be reinforced with an array of rods in vertical and horizontal position, and also a rod of the same rod diagonally around the holes made, as illustrated in Figure 1 and before the application of structural mortar should be placed also in the front and in the back the molds (4,5,6) to hold the mortar in place to form the wall, which carry the holes according to the assembly of the electrowelded mesh and the rods, this is with the door and a window in front and / or two windows behind. n) Application (Zarpeo) of Lightweight Exterior Mortar. Sailing consists of throwing the mixture into the structure, in layers of 1.5 cm average to reach a thickness of 7 cm. Where ideally the mesh is located at the center, and they are 0. 5cm of afine on each face. You must begin the zarpeo of the structure by the outside of the Tecnovivienda, starting with the lower part of the walls, to later pass to the roof of the structure. o) Application (Zarpeo) of Interior Light Mortar. Once the roofing is finished and the material is hardened, the formwork is removed leaving some struts and the tune is applied on both sides. p) Application of sealer on the entire surface. q) Application of elastometric waterproofing. r) Application of acrylic vinyl paint.

Claims (55)

CLAIMS Having described my invention enough, I consider it as a novelty and therefore claim as my exclusive property, what is contained in the following clauses:

1. A fiberglass shroud based on reusable molds for semi-cylindrical geometries characterized in that it comprises one or more molds among the following: a) curved side mold, b) central mold, c) mold with window preparation, d) mold with preparation for door;

2. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the molds for construction are manufactured with glass fiber;

3. The fiberglass formwork based on reusable molds for semi-curved geometry in accordance with claim 1 characterized in that the molds for construction are reusable and can be used to build more than one house;

4. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the curved lateral mold has the following characteristics: • it is of a single piece, • its geometry can be seen in two sections, • it has in all its contour (except in the base attached to the floor), an eyebrow (2) preferably of 5 cm oriented towards the inside of the curvature of the curved lateral mold, • when two curved side molds are joined, these in turn can be attached to a central mold, • form the first half of a roof type "two waters" on the roof of the house,

5. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1 characterized in that the first section that is seen forms the base of the curved side mold, is rectangular and its base of shorter length is in contact with the ground forming a right angle;

6. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the second section shown in the curved lateral mold is located on the first section and is semi-curved;

7. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1 characterized in that a plurality of holes (3) for fixing the mold by screws are located in the eyebrow surrounding the contour of the curved lateral molds. with adjacent molds of the same characteristics or with molds with window or door preparation;

8. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the curved lateral molds for construction are assembled from two molds placing them side by side or facing each other, but always eyebrow with eyebrow , to align the holes and place screws with nuts on them;

9. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the central molds have the following characteristics: • each central mold is in one piece, • its shape is pentagonal, • two of its sides form a right angle with respect to the base, and the two remaining sides, join forming the upper part of the mold as a type "two waters",

10. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 6, characterized in that the central mold at its base is preferably 202.5 cm;

11. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 6, characterized in that the central mold of the union of the two sides that form the upper part of the central mold "two waters" on the floor has the Highest reference point, which preferably measures 303 cm from the base of the mold;

12. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 6, characterized in that the central mold adjoins at its lateral ends with a mold with preparation for window and a mold with preparation for door, or two molds with preparation for window, or two molds with door preparation;

13. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 6, characterized in that the central mold at its upper end is joined to the lateral upper end of two adjacent curved side molds;

14. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the molds with window preparation have the following characteristics: • they are in one piece, • they adjoin at their lateral ends with a central mold, and a curved lateral mold, • adopt at their upper end the curved shape of the curved lateral mold,

15. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 11, characterized in that the mold with window preparation preferably measures 190.5cm at its base;

16 Glass fiber shoring based on reusable molds for semi-curved geometry according to claim 11, characterized in that the mold with window preparation is joined to a central mold and at a height of approximately 91.5 cm has the hole for the window;

17. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 11, characterized in that the mold with window preparation has the hole for the window of the house, which is a square of 100.5 cm per side preferably and open on the side where it is attached to the central mold;

18. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 1, characterized in that the molds with door preparation have the following characteristics: • they are of one piece, • they adjoin their lateral ends with a central mold and a curved lateral mold, • adopts at its upper end the shape of the curved lateral mold,

19. The fiberglass formwork based on reusable molds for semi-curved geometry in accordance with claim 15, characterized in that the mold with door preparation to 96 cm preferably with respect to the bottom part (base) is attached to the curved side mold and has an angle of 90 ° which rises approximately 190.5 cm which will be the height of the door of the house;

20. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 15, characterized in that the mold with door preparation has a preparation for the door with at least 94.5 cm in width which is attached to the side that abuts the central mold;

21. The Fiberglass Folding based on reusable molds for semi-curved geometry, characterized in that the components of the foundation slab are: • A sheet of electrowelded mesh (4), preferably 66-66 (5), • A plurality of rods of 3 / 8 (5) inches that are attached to the foundation castle by hooks and annealed wire, • A foundation castle (6) composed of 4 steel rods, preferably 3/8 inch in diameter (fy = 4,200 kg) / cm2) and 2 stirrups of wire rod of preference No.2 (fy = 2,800 kg / cm2) of 15x17 cm. Separated approximately 15 centimeters,

22. Fiberglass formwork based on reusable molds for semi-curved geometry, characterized in that the 3/8 (5) inch rods are separated 50cm from each other around the perimeter of the foundation slab and protrude 50cm from the ground after pouring concrete;

23. The fiberglass formwork based on reusable molds for semi-curved geometry in accordance with claim 6 characterized in that around the molds for construction of fiberglass is placed double electrically welded mesh preferably 66-66, tying it in the lower part to the rods with annealed wire completely wrapping the structure of the house;

24. The fiberglass formwork based on reusable molds for semi-curved geometry, characterized in that it can optionally carry a flow of electrowelded mesh, along the ends of the house;

25. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 8, characterized in that the flow is composed of two pieces of electrowelded mesh;

26. The fiberglass formwork based on reusable molds for semi-curved geometry according to claim 9, characterized in that the first piece (7) of the flyer is joined with annealed wire in the part that goes towards the ceiling, leaving 40cm of straight section after of the paied and the second piece (8) is tied 30cm to the wall and folded twice to give support to the first piece (7);

27. A method of construction with fiberglass falsework based on reusable molds for semi-curved geometries, characterized in that it comprises the following stages: a) Preparation of the ground, b) Tracing of axes, c) Excavation, d) Insulation of the base of the slab of foundation, e) Cimbrado of the slab of foundation, í) Armed of the slab of foundation, g) Preparation of concrete of slab of foundation, h) Casting of firm, i) Affine of Firm, j) Armed of Cimbra, k ) Armed Reinforcement, 1) Armed of Flying, m) Armed Windows and Doors Panels, n) Application (Zarpeo) of Lightweight Exterior Mortar, o) Application (Zarpeo) of Lightweight Interior Mortar, p) Application of sealer on the entire surface, q) Application of elastometric waterproofing, r) Application of vinyl-acrylic paint;

28. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 27, characterized in that the stage of preparation of the land consists of the phases of: • Cleaning the land, • Leveling the land, • Compaction from the land ground;

29. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 27 characterized in that in the excavation stage a trench is drawn preferably 3 Ocm wide by 20cm deep where the roadway is Dala from the foundation slab;

30. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 27, characterized in that the reinforcement of the foundation slab consists of the following elements: • Dala, • Electrowelded mesh, • Fastening anchors;

31. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 30, characterized in that the reinforcement of the foundation dala is located inside the trench, where 4 steel rods should be placed, preferably 3/8 inch in diameter and 2 wire rods preferably No.2 of 15x17 cm. Separated approximately 15 centimeters from each other;

32. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 31, characterized in that in order to make the castle of the dala, in the corners the convergent castle segments must be made continuous by overlapping the steel longitudinal of either of the two at least 40 cm. within the second convergent segment;

33. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 30, characterized in that the electrowelded mesh, preferably 66-66, is placed over the entire surface of the firm, including the perimeter sidewalks;

34. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 33, characterized in that the electrowelded mesh must be tied to the perimeter foundation castle using galvanized wire in sections of at least 30 cm, being fitted cm on the surface of the compacted soil;

35. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 30 characterized in that the anchors used in this system are rods of at least 3/8 of an inch to every 50cm, in the entire perimeter of the base of the foundation slab;

36. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries in accordance with claim 35 characterized in that the rods should not be located on the outside of the dala but 8 cm towards the center to give sufficient space to the formwork and the structure of the house;

37. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 30, characterized in that each rod should be bent in "u" (standard 180 ° hook) at its lower end and tied to the dala with wire rod;

38. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries in accordance with claim 30, characterized in that the anchors should leave 5 ocm of the level of the pavement around the perimeter of the foundation slab to facilitate the mooring of the structure of housing;

39. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 27 characterized in that the formwork is composed of a plurality of prefabricated molds for construction of fiberglass, which are joined around the foundation slab forming the structure of the house;

40. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 39, characterized in that said plurality of molds for construction is located inside the rods coming from the foundation;

41. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries in accordance with claim 39 characterized in that the glass fiber molds are joined together with screws through eyebrows (2) with holes (3) located on the sides, in front and on top of each mold;

42. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 27, characterized in that the reinforcing reinforcement consists of a double external covering of electrowelded mesh around the entire structure of the house;

43. The method of construction with fiberglass formwork based on reusable molds for semicurved geometries of confopnity with claim 27 characterized in that the two meshes the ectrosol given of outer covering must be anchored with the borders and with each other with approximately 40cm of wire;

44. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries in accordance with claim 27, characterized in that the flying is armed with two pieces of electrowelded mesh (7, 8) joined to the electrowelded mesh covering that covers the living place;

45. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 44, characterized in that the first piece of the flyer (7) measures approximately 11 Ocm, is attached to the ceiling by means of a tie with annealed wire;

46. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 44, characterized in that the first part of the flyer (7) projects approximately 40 cm straight after the wall;

47. The method of construction with fiberglass formwork based on reusable molds for semicurved geometries of confopnity with the claim 44 characterized in that the second piece of the flywheel (8) is attached to the electrowelded mesh of the wall at least 30cm by an annealed wire tie;

48. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 44, characterized in that the second piece of the flyer (8) must be bent twice to support the first piece;

49. The method of construction with fiberglass formwork based on reusable molds for semicurved geometries of confopnity with claim 27 characterized in that in the assembly of panels of windows and doors, the walls of the front and back of the house must be armed with the double electrowelded mesh making cuts to leave the holes for the doors and windows;

50. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 49, characterized in that the mesh must leave at least 15 cm from the limits of the front and rear walls to be joined with wire to the side walls and the anchors of the slab;

51. The method of construction with fiberglass formwork based on reusable molds for semi-curved geometries according to claim 49, characterized in that the reinforcing of electrowelded mesh of the front and back walls must be reinforced with an array of rods in vertical and horizontal position , in addition to a cane of the same rod diagonally around the holes made;

52. The method of construction with fiberglass falsework based on reusable molds for semicurved geometries of confopnity with claim 49, characterized in that before the application of the mortar it must be placed in the part front and back the molds (4,5,6) as necessary to contain the mortar and form the wall with the desired hole pattern of doors and / or windows;

53. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 27, characterized in that the application or clearing of light mortar begins with the outer part of the housing being applied in layers of 1.5 cm on average until reaching a thickness of approximately 7cm;

54. The method of construction with fiberglass falsework based on reusable molds for semicurved geometries of confopnity with claim 27, characterized in that the structure of the structure must be started from the outside and the lower part of the dwelling, to later pass to the opening of the roof of the structure;

55. The method of construction with fiberglass falsework based on reusable molds for semi-curved geometries according to claim 27, characterized in that once the roofing has finished and the material has hardened, the formwork is removed leaving some struts, applying the tune by both faces approximately 0.5cm.