WO2016162836A1 - Process and system for producing construction units - Google Patents
Process and system for producing construction units Download PDFInfo
- Publication number
- WO2016162836A1 WO2016162836A1 PCT/IB2016/051994 IB2016051994W WO2016162836A1 WO 2016162836 A1 WO2016162836 A1 WO 2016162836A1 IB 2016051994 W IB2016051994 W IB 2016051994W WO 2016162836 A1 WO2016162836 A1 WO 2016162836A1
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- WO
- WIPO (PCT)
- Prior art keywords
- mold
- construction modules
- concrete
- modules according
- manufacturing process
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
Definitions
- the present invention refers to a process and system for the manufacture of construction modules plants, wherein said manufacture modules are of the type manufactured in concrete for different types of construction, whether it is of the residential, commercial, industrial, and educational or another type among others .
- the present invention refers to a process for the manufacture of construction modules which in a first embodiment comprises: digging up a trench in the dirt to form a mold according to the shape and dimensions of the module to be manufactured; coating said mold using coating means to avoid that the concrete to be poured hardens next to the dirt on the trench; provide within the inner part of the mold a reinforcement structure which corresponds with the shape and structural design of the module to be manufactured; emptying the concrete; hardening the concrete; and removing the module by means of a crane .
- the manufacture process for the construction modules of present invention comprises, in a second embodiment, the following steps: digging up a trench in the dirt to form a mold according to the shape and dimensions of the module to be manufactured; coating said mold using coating means to avoid that the concrete to be poured hardens next to the dirt on the trench; partially emptying out the concrete up to a first pre-selected volume, for example between a third part and three fourths part of the total volume of the mold; provide within the inner part of the mold a reinforcement structure which corresponds with the shape of the module to be manufactured; emptying the remaining concrete in such a way that it occupies the total volume of the mold; hardening the concrete; and removing the module by means of a crane .
- the manufacture process for the construction modules of present invention comprises, in a third embodiment, the following steps: digging up a trench in the dirt to form a mold which has slightly greater dimensions than those of the module to be manufactured; coating said mold using coating means to avoid that the concrete to be poured hardens next to the dirt on the trench; emptying out the concrete which has added fibers in such a way that it occupies the total volume of the mold; hardening the concrete; and removing the module by means of a crane.
- the present invention refers to a system for the manufacturing of construction modules which comprises a mold; coating means provided within the inner part of the mold which comprise at least one selected from among metallic plates, polymer plates, natural fiber plates and concrete plates; a means for mixing and pouring concrete selected from among, for example, inclined axis concrete mixers, tilt cuba and horizontal axis; a fastening means for the manufactured mold comprising anchors; and a manufacture mold extraction means comprising a crane and at least two steel cables; wherein the coated mold comprises a dug out trench in the ground.
- Figure 2 shows a mold according to the present invention.
- Figures 3a) through 3c) refer to a reinforcement structure for a construction mold according to figure la) of the present invention .
- Figure 4 refers to an embodiment which presents a second plurality of chocks, preferably of the wedged type.
- said modules comprise at least two walls which are interconnected by a vertex, in such a way that said two walls are found perpendicularly set one to the other; in an alternative embodiment said modules comprise three walls interconnected to each other, wherein said walls are perpendicularly set to each other; in an alternative embodiment said modules comprise three walls, one wall is perpendicular to the two remaining walls and said two remaining walls are parallel to each other; in another alternative embodiment said modules present four walls interconnected to each other, in such a manner that the first two walls are parallel to each other and are perpendicular to the two second walls, the two second walls are parallel to each other and are perpendicular to the two first walls; in another alternative embodiment said modules present four walls interconnected to each
- a reinforcement structure (4) is provided within the inner part of said construction modules; in a first specific embodiment said reinforcement structure comprises a grating or a rod structure and metallic reinforcement elements such as beams, PTRs (among others); in a second specific embodiment it comprises a grill or wire rod structure; in a third specific embodiment it comprises metallic plates with a plurality of perforation for allowing the flow of concrete through the same; in a second general embodiment said construction modules are not provided with said reinforcement structure, and instead fibers are placed in the concrete, where said fibers are of the metallic, polymeric and natural type etc, depending on the intended usage for the module construction. Said reinforcement structure (4) of the first general embodiment withstands the tension forces which are applied unto the module.
- Said construction methods are used to form the walls, floors and roofs at a construction.
- the manufacture process for the construction modules of the present invention comprises the following steps :
- chocks may be placed within the inner part of the mold for allowing that the reinforcement structure is found completely embedded in the module.
- the manufacture of construction modules process of the present invention comprises the following steps :
- chocks may be placed within the inner part of the mold to allow that the reinforcement structure is found completely embedded in the module, which may later be removed prior to emptying out the remaining concrete .
- the manufacture of construction modules process of the present invention comprises the following steps :
- the mold (1) of present invention is dug out in the earth forming a trench (2) by means of using heavy machinery, or manually by means of shovels used by a work crew, or a combination of both.
- said mold (1) is dug out in slightly greater dimensions than those of the module to be manufactured, said mold is coated to avoid that the concrete to be poured hardens next to the dirt where said mold is being dug (1);
- the coating (3) which is used comprises metallic plates in a first embodiment, the coating used in a second embodiment comprises polymer plates, the coating used in a third embodiment comprises natural fibers plates (traditional wooden frame for an arch) , the coating used in a fourth embodiment comprises concrete plates.
- the concrete used during the manufacturing process for the construction modules in the first and second embodiments is conventional concrete.
- the concrete used during the manufacturing process for the construction modules in the third embodiment comprises a fiber additive, which, depending on the type of fiber added, would perform the same function as the reinforcement structure, given that they grant a certain elasticity to the said resulting module.
- the placement of the reinforcement structure in the first and second embodiments of the manufacturing process is undertaken by means of a crane (12) and at least two steel cables (11) .
- the ends of the reinforcement structure (4) are found to be contacting the coating of the mold, at least two steel cables are used to place said reinforcement structure within the mold, which must remain tight; when the reinforcement structure (4) is found entirely embedded within the inner part of said construction modules, said at least two cables (11) are fastened to an additional support, in such a way that a separation exist between the coating of the mold and said reinforcement structure.
- the ends of the reinforcement structure (4) when the ends of the reinforcement structure (4) are found to be contacting the coating of the mold, it is necessary to exert force onto said reinforcement structure so that it may become submerged into the partially poured concrete in such a way that the at least two steel cables (11) used to place said reinforcement structure within the mold remain tight; when the reinforcement structure (4) is found entirely embedded within the inner part of said construction modules, the cables (11) are fastened to an additional support, in such a way that a separation exist between the coating of the mold and the inner and outer surfaces of said reinforcement structure, yet maintaining contact with the ends of said reinforcement structure; in an alternative embodiment of the second embodiment, the chocks between the walls of the mold and the reinforcement structure are provided, in such a manner that a separation exist between the coating of the mold and said reinforcement structure, said chocks may be removed prior to emptying out the remaining concrete .
- the steel cables (11) used to place the reinforcement structure within the inner part of the mold will remain embedded in the resulting mold; in the third embodiment of the manufacturing process, at least one anchor (10) is provided, which is fastened by means of steel cables (11), the anchor will remain embedded in the resulting mold.
- said cables (11) are fastened to a crane (12) to remove the resulting module from the mold, and subsequently mounted on a platform of a truck in order to be transported to the final placement site, the steel cables (11) are disengaged once said module is found at its final placement site. Said cables (11) are not disengaged until the module is placed at its final placement site, given that it is by means of these cables (11) that it is possible to dismount the module off said platform.
- a second plurality of chocks are provided, which are preferably of the wedged type, said second plurality of chocks comprise a first (5) and a second (6) set of ascending wedges and a first (7) and a second set (8) of descending wedges, which are set in the following manner:
- a first set of ascending wedges (5) is set, which feature a lower plane end and an upper pointed end, forming a rectangle triangle, in such a way that the straight surface is coupled to said inner surface of the mold;
- first set of descending wedges (7) is set, which feature a plane upper end and a lower pointed end, forming a rectangle triangle, in such a way that the straight surface is in contact with the module to be formed, the upper surface features, preferably, a fastening means (9);
- a second set of descending wedges (8) is set, which feature a plane upper end and a pointed lower end, forming a rectangle triangle, in such a manner that the straight surface remains in contact with the module to be formed, the upper surface features, preferably, a fastening means; • coupled to the hypotenuse of the second set of descending wedges, a second set of ascending wedges (6) is provided, which feature a plane lower end and a pointed upper end forming a rectangle triangle.
- Said second plurality of chocks are placed in order to ease the unmolding of the modules to be formed, given that the force needed to remove the module is greater than the force needed for removing any of the first or second set of descending wedges (7, 8); thus easing the subsequent removal of the module.
- Alterations to the structure hereby described for the present invention can be foreseen by those persons skilled in the art. However, it must be understood that present description is related with the preferred embodiments of the invention, which is merely for illustrative purposes and must not be construed as a limitation of present invention. All obvious modifications in the spirit of the invention, such as changes to the shape, material and sizes of the different elements which make up the invention, must be considered to lie within the scope of the attached claims .
Abstract
A manufacturing process for construction module plants is provided, said construction modules of the type manufactured in concrete for different types of construction, whether it is residential, educational, commercial, industrial, infrastructure (highways, etc.) among others.
Description
PROCESS AND SYSTEM FOR PRODUCING CONSTRUCTION UNITS
OBJECT OF THE INVENTION
The present invention refers to a process and system for the manufacture of construction modules plants, wherein said manufacture modules are of the type manufactured in concrete for different types of construction, whether it is of the residential, commercial, industrial, and educational or another type among others .
BACKGROUND In traditional construction techniques, where it is necessary for a non-specialized worker crew to undertake a construction, the amount of time to be able to finish the construction job tends to be lengthy. Therefore, different construction techniques have been developed, the fastest among these are those which use prefabricated modules, which are then transported from the factory to the construction job site.
However, the construction processes used in the state of the art for the different types of modules tend to be costly and slow. In order to overcome said problems, the following manufacture process was developed.
BRIEF DESCRIPTION OF THE INVENTION
The present invention refers to a process for the manufacture of construction modules which in a first embodiment comprises: digging up a trench in the dirt to form a mold
according to the shape and dimensions of the module to be manufactured; coating said mold using coating means to avoid that the concrete to be poured hardens next to the dirt on the trench; provide within the inner part of the mold a reinforcement structure which corresponds with the shape and structural design of the module to be manufactured; emptying the concrete; hardening the concrete; and removing the module by means of a crane .
The manufacture process for the construction modules of present invention comprises, in a second embodiment, the following steps: digging up a trench in the dirt to form a mold according to the shape and dimensions of the module to be manufactured; coating said mold using coating means to avoid that the concrete to be poured hardens next to the dirt on the trench; partially emptying out the concrete up to a first pre-selected volume, for example between a third part and three fourths part of the total volume of the mold; provide within the inner part of the mold a reinforcement structure which corresponds with the shape of the module to be manufactured; emptying the remaining concrete in such a way that it occupies the total volume of the mold; hardening the concrete; and removing the module by means of a crane .
The manufacture process for the construction modules of present invention comprises, in a third embodiment, the following steps: digging up a trench in the dirt to form a mold which has slightly greater dimensions than those of the module to be
manufactured; coating said mold using coating means to avoid that the concrete to be poured hardens next to the dirt on the trench; emptying out the concrete which has added fibers in such a way that it occupies the total volume of the mold; hardening the concrete; and removing the module by means of a crane.
In a similar manner, the present invention refers to a system for the manufacturing of construction modules which comprises a mold; coating means provided within the inner part of the mold which comprise at least one selected from among metallic plates, polymer plates, natural fiber plates and concrete plates; a means for mixing and pouring concrete selected from among, for example, inclined axis concrete mixers, tilt cuba and horizontal axis; a fastening means for the manufactured mold comprising anchors; and a manufacture mold extraction means comprising a crane and at least two steel cables; wherein the coated mold comprises a dug out trench in the ground.
BRIEF DESCRIPTION OF THE FIGURES
The illustrative embodiment can be described referencing the accompanying figures, which refer to: Figures la) through If) show the different types of construction modules which are manufactured by using the manufacturing process of the present invention.
Figure 2 shows a mold according to the present invention.
Figures 3a) through 3c) refer to a reinforcement structure for a construction mold according to figure la) of the present invention .
Figure 4 refers to an embodiment which presents a second plurality of chocks, preferably of the wedged type.
DETAILED DESCRIPTION OF THE INVENTION
The present description of the invention is undertaken based on figures la through 4, without this thereby limiting the same.
The construction modules save time and money throughout the building of a construction, whether it is of the residential, commercial, educational, industrial, infrastructure types among others. To this end, different types of modules have been developed, which are then transported from the factory to the construction site, the modules which can be manufactured according to the present invention are illustrated in figures la) through If), said modules comprise at least two walls which are interconnected by a vertex, in such a way that said two walls are found perpendicularly set one to the other; in an alternative embodiment said modules comprise three walls interconnected to each other, wherein said walls are perpendicularly set to each other; in an alternative embodiment said modules comprise three walls, one wall is perpendicular to the two remaining walls and said two remaining walls are parallel to each other; in another alternative embodiment said modules present four walls interconnected to each other, in such a manner that the first two
walls are parallel to each other and are perpendicular to the two second walls, the two second walls are parallel to each other and are perpendicular to the two first walls; in another alternative embodiment said modules present four walls interconnected to each other, in such a manner that the first two walls are found joined to each other by their vertexes in such a way that they are perpendicular to each other, the two second walls are found joined to said two first walls in such a manner that they are parallel to each other; in another alternative embodiment, said modules present five walls, in such a way that it resembles a cube .
In a first general embodiment, a reinforcement structure (4) is provided within the inner part of said construction modules; in a first specific embodiment said reinforcement structure comprises a grating or a rod structure and metallic reinforcement elements such as beams, PTRs (among others); in a second specific embodiment it comprises a grill or wire rod structure; in a third specific embodiment it comprises metallic plates with a plurality of perforation for allowing the flow of concrete through the same; in a second general embodiment said construction modules are not provided with said reinforcement structure, and instead fibers are placed in the concrete, where said fibers are of the metallic, polymeric and natural type etc, depending on the intended usage for the module construction.
Said reinforcement structure (4) of the first general embodiment withstands the tension forces which are applied unto the module.
Said construction methods are used to form the walls, floors and roofs at a construction.
In a first embodiment, the manufacture process for the construction modules of the present invention comprises the following steps :
• Digging up a trench (2) in the dirt to form a mold (1) with slightly greater dimensions than those of the module to be manufactured according to the previously mentioned embodiments;
• Coating said mold to avoid that the concrete to be poured hardens next to the dirt of the trench (2);
• Placing within the inner part of the mold (1), by means of using a crane (12) and at least two cables (11), a reinforcement structure (4) which corresponds with the shape of the module to be manufactured according to the previously mentioned embodiments;
• Emptying out the concrete;
• Hardening the concrete; and
• Removing the module by means of a crane (12) and cables (11) .
As additional steps, chocks may be placed within the inner part of the mold for allowing that the reinforcement structure is found completely embedded in the module.
In a second embodiment, the manufacture of construction modules process of the present invention comprises the following steps :
• Digging up a trench (2) in the dirt to form a mold (1) with slightly greater dimensions than those of the module to be manufactured according to the previously mentioned embodiments;
• Coating said mold (1) to avoid that the concrete to be poured hardens next to the dirt on the trench (2) ;
• Partially emptying out the concrete up to a first preselected volume, for example between a third part and three fourths part of the total volume of the mold;
• Placing within the inner part of the mold (1), by means of using a crane (12) and at least two cables (11), a reinforcement structure (4) which corresponds with the shape of the module to be manufactured according to the previously mentioned embodiments;
• Emptying out the remaining concrete in such a manner that the total volume of the mold is occupied;
• Hardening the concrete; and
• Removing the module by means of said crane (12) and cables (11) .
As additional steps, chocks may be placed within the inner part of the mold to allow that the reinforcement structure is found completely embedded in the module, which may later be removed prior to emptying out the remaining concrete .
In a third embodiment, the manufacture of construction modules process of the present invention comprises the following steps :
• Digging up a trench in the dirt to form a mold with slightly greater dimensions than those of the module to be manufactured according to the previously mentioned embodiments ;
• Coating said mold in order to avoid that the concrete to be poured hardens next to the dirt on the trench;
• Provide at least one anchor (10) within the inner part of the mold, fastened by means of at least two steel cables (11) unto a crane (12);
• Emptying out the concrete with added fibers in such a manner that the total volume of the mold is occupied;
• Hardening the concrete; and
• Removing the module by means of said crane (12) and at least two cables (11) .
Upon designing the construction it is necessary to use different kinds of modules, therefore it is necessary to
manufacture the same number of molds as the same number of module types to be used.
The mold (1) of present invention is dug out in the earth forming a trench (2) by means of using heavy machinery, or manually by means of shovels used by a work crew, or a combination of both.
Once said mold (1) has been dug out in slightly greater dimensions than those of the module to be manufactured, said mold is coated to avoid that the concrete to be poured hardens next to the dirt where said mold is being dug (1); the coating (3) which is used comprises metallic plates in a first embodiment, the coating used in a second embodiment comprises polymer plates, the coating used in a third embodiment comprises natural fibers plates (traditional wooden frame for an arch) , the coating used in a fourth embodiment comprises concrete plates.
The concrete used during the manufacturing process for the construction modules in the first and second embodiments is conventional concrete. The concrete used during the manufacturing process for the construction modules in the third embodiment comprises a fiber additive, which, depending on the type of fiber added, would perform the same function as the reinforcement structure, given that they grant a certain elasticity to the said resulting module.
The placement of the reinforcement structure in the first and second embodiments of the manufacturing process is undertaken by means of a crane (12) and at least two steel cables (11) .
According to the first embodiment of the manufacturing process, when the ends of the reinforcement structure (4) are found to be contacting the coating of the mold, at least two steel cables are used to place said reinforcement structure within the mold, which must remain tight; when the reinforcement structure (4) is found entirely embedded within the inner part of said construction modules, said at least two cables (11) are fastened to an additional support, in such a way that a separation exist between the coating of the mold and said reinforcement structure.
According to the second embodiment of the manufacturing process, when the ends of the reinforcement structure (4) are found to be contacting the coating of the mold, it is necessary to exert force onto said reinforcement structure so that it may become submerged into the partially poured concrete in such a way that the at least two steel cables (11) used to place said reinforcement structure within the mold remain tight; when the reinforcement structure (4) is found entirely embedded within the inner part of said construction modules, the cables (11) are fastened to an additional support, in such a way that a separation exist between the coating of the mold and the inner and outer surfaces of said reinforcement structure, yet maintaining contact with the ends of said reinforcement
structure; in an alternative embodiment of the second embodiment, the chocks between the walls of the mold and the reinforcement structure are provided, in such a manner that a separation exist between the coating of the mold and said reinforcement structure, said chocks may be removed prior to emptying out the remaining concrete .
In the first and second embodiments of the manufacturing process, the steel cables (11) used to place the reinforcement structure within the inner part of the mold, will remain embedded in the resulting mold; in the third embodiment of the manufacturing process, at least one anchor (10) is provided, which is fastened by means of steel cables (11), the anchor will remain embedded in the resulting mold.
Once the concrete completely hardens, said cables (11) are fastened to a crane (12) to remove the resulting module from the mold, and subsequently mounted on a platform of a truck in order to be transported to the final placement site, the steel cables (11) are disengaged once said module is found at its final placement site. Said cables (11) are not disengaged until the module is placed at its final placement site, given that it is by means of these cables (11) that it is possible to dismount the module off said platform.
In an alternative embodiment, set between the walls of the mold and the module to be constructed, a second plurality of
chocks are provided, which are preferably of the wedged type, said second plurality of chocks comprise a first (5) and a second (6) set of ascending wedges and a first (7) and a second set (8) of descending wedges, which are set in the following manner:
• firstly, the mold is set;
• coupled unto the inner surface of the mold a first set of ascending wedges (5) is set, which feature a lower plane end and an upper pointed end, forming a rectangle triangle, in such a way that the straight surface is coupled to said inner surface of the mold;
• coupled unto the hypotenuse of the first set of ascending wedges, s first set of descending wedges (7) is set, which feature a plane upper end and a lower pointed end, forming a rectangle triangle, in such a way that the straight surface is in contact with the module to be formed, the upper surface features, preferably, a fastening means (9);
• a volume to be occupied is left by the module to be formed;
• subsequently, a second set of descending wedges (8) is set, which feature a plane upper end and a pointed lower end, forming a rectangle triangle, in such a manner that the straight surface remains in contact with the module to be formed, the upper surface features, preferably, a fastening means;
• coupled to the hypotenuse of the second set of descending wedges, a second set of ascending wedges (6) is provided, which feature a plane lower end and a pointed upper end forming a rectangle triangle. Said second plurality of chocks are placed in order to ease the unmolding of the modules to be formed, given that the force needed to remove the module is greater than the force needed for removing any of the first or second set of descending wedges (7, 8); thus easing the subsequent removal of the module. Alterations to the structure hereby described for the present invention can be foreseen by those persons skilled in the art. However, it must be understood that present description is related with the preferred embodiments of the invention, which is merely for illustrative purposes and must not be construed as a limitation of present invention. All obvious modifications in the spirit of the invention, such as changes to the shape, material and sizes of the different elements which make up the invention, must be considered to lie within the scope of the attached claims .
Claims
CIAIMS
Having sufficiently described present invention, I consider it novel and thus claim as my exclusive property the matter contained in the following claims: 1. A manufacturing process for construction modules comprising: digging up a trench in the dirt to form a mold; coating said mold to avoid that the concrete to be poured hardens next to the dirt of the mold; provide at least one anchor within the inner part of the mold; fasten by means of at least two steel cables unto a crane; empty the concrete with added fibers in such a way that the entire volume of the mold becomes occupied; harden the concrete; and remove the module by means of said crane and at least two said cables .
2. A manufacturing process for construction modules according to claim 1, wherein the digging out is undertaken with at least one selected from heavy machinery and manually.
3. A manufacturing process for construction modules according to claim 1, wherein the mold is coated with at least one selected from metallic plates, polymer plates, natural fiber plates and concrete plates.
4. A manufacturing process for construction modules according to claim 1, wherein the inner part of the mold is provided with a reinforcement structure which corresponds with the shape of the module to be manufactured.
5. A manufacturing process for construction modules according to claim 4, wherein the reinforcement structure comprises at least one from a rod structure, a wire rod structure and perforated metallic plates.
6. A manufacturing process for construction modules according to claim 4, wherein the ends of the reinforcement structure are in contact with the coating of the mold.
7. A manufacturing process for construction modules according to claim 6, wherein the at least two cables fasten said structure by means of an additional support, in such a manner that they remain tight.
8. A manufacturing process for construction modules according to claim 4, wherein chocks are placed within the inner part of the mold to maintain the reinforcement structure in its position.
9. A manufacturing process for construction modules according to claim 8, wherein said chocks are removed prior to emptying out the remainder of the concrete.
10. A manufacturing process for construction modules according to claim 1, wherein the fibers comprise at least one selected from metallic fibers, fibers comprising polymeric fibers and natural fibers.
11. A manufacturing system for construction modules comprising :
A mold;
Coating means provided within the inner part of the mold; A means for mixing and pouring of the concrete; A means of fastening of the manufactured mold; and A means of extraction for the manufactured mold;
Wherein the coated mold comprises a trench dug in the dirt.
12. A system for the manufacturing of construction modules according to claim 11, wherein the coating means comprise at least one from metallic plates, polymer plates, natural fiber plates and concrete plates.
13. A system for the manufacturing of construction modules according to claim 11, wherein additionally a reinforcement structure is provided for the module comprising at least one selected from a rod structure, a wire rod structure and perforated metallic plates.
14. A system for the manufacturing of construction modules according to claim 11, wherein the concrete features a fiber additive which is selected from at least one of metallic fibers, polymeric fibers and natural fibers.
15. A system for the manufacturing of construction modules according to claim 11, wherein the fastening means comprise anchors embedded within the module.
16. A system for the manufacturing of construction modules according to claim 11, wherein said means of extraction of the module comprise one crane and at least two steel cables, which themselves are fastened unto the anchors.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MX2015004614A MX2015004614A (en) | 2015-04-10 | 2015-04-10 | Process and system for producing construction units. |
| MXMX/A/2015/004614 | 2015-04-10 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2016162836A1 true WO2016162836A1 (en) | 2016-10-13 |
Family
ID=57073142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/IB2016/051994 WO2016162836A1 (en) | 2015-04-10 | 2016-04-08 | Process and system for producing construction units |
Country Status (2)
| Country | Link |
|---|---|
| MX (1) | MX2015004614A (en) |
| WO (1) | WO2016162836A1 (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2516453A (en) * | 1946-02-14 | 1950-07-25 | Preload Entpr Inc | Method of prefabricating parts for concrete structures |
| US3471986A (en) * | 1966-10-28 | 1969-10-14 | Richard A Swenson | Spacer for reinforcing mesh for concrete pipe and the like |
| US20070234664A1 (en) * | 2006-03-23 | 2007-10-11 | Kenneth Matthew Tucker | Method of forming a decorative concrete wall |
| US20120261861A1 (en) * | 2010-06-28 | 2012-10-18 | Bracegirdle P E | Nano-Steel Reinforcing Fibers in Concrete, Asphalt and Plastic Compositions and the Associated Method of Fabrication |
| US20150021821A1 (en) * | 2009-04-09 | 2015-01-22 | Pat Halton Fore, III | Systems and Methods of Concrete Apparatus with Incorporated Lifter |
-
2015
- 2015-04-10 MX MX2015004614A patent/MX2015004614A/en unknown
-
2016
- 2016-04-08 WO PCT/IB2016/051994 patent/WO2016162836A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2516453A (en) * | 1946-02-14 | 1950-07-25 | Preload Entpr Inc | Method of prefabricating parts for concrete structures |
| US3471986A (en) * | 1966-10-28 | 1969-10-14 | Richard A Swenson | Spacer for reinforcing mesh for concrete pipe and the like |
| US20070234664A1 (en) * | 2006-03-23 | 2007-10-11 | Kenneth Matthew Tucker | Method of forming a decorative concrete wall |
| US20150021821A1 (en) * | 2009-04-09 | 2015-01-22 | Pat Halton Fore, III | Systems and Methods of Concrete Apparatus with Incorporated Lifter |
| US20120261861A1 (en) * | 2010-06-28 | 2012-10-18 | Bracegirdle P E | Nano-Steel Reinforcing Fibers in Concrete, Asphalt and Plastic Compositions and the Associated Method of Fabrication |
Non-Patent Citations (1)
| Title |
|---|
| FENGXIANG: "Wire Ropes for Hoisting & Lifting", 20 February 2015 (2015-02-20), Retrieved from the Internet <URL:https://web.archive.org/web/20150220004201/http://steelwirerope.org/steelwirerope/crane-wire-rope.html> * |
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| Publication number | Publication date |
|---|---|
| MX2015004614A (en) | 2016-10-10 |
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