System and prefabricated construction method with three-dimensional structural knots (Machine-transl

专利摘要:
System and prefabricated construction method with three-dimensional structural knots. System and prefabricated construction method, for the erection of buildings by assembling prefabricated structural elements obtained by cutting flat materials, forming structural knots by coupling at least a first coupling configuration formed by first notches made in a plurality of parallel tables forming a first structural element, with at least a second coupling configuration formed by second notches made in a plurality of parallel tables that form a second structural element, providing a structural core in the form of a matrix pierced by interstitial openings that allow the coupling of third and fourth coupling configurations of third and fourth structural elements. (Machine-translation by Google Translate, not legally binding)
公开号:ES2574330A1
申请号:ES201431842
申请日:2014-12-16
公开日:2016-06-16
发明作者:Manuel PÉREZ ROMERO；Jaime TARAZONA LIZÁRRAGA
申请人:Manuel PÉREZ ROMERO；Jaime TARAZONA LIZÁRRAGA；
IPC主号:

专利说明:

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of the order of its assembly, of the tables with which you have to join, or even make cuts, guide holes or record information regarding other non-structural elements that are part of a construction, such as electrical conduits, switches, plugs, railings , doors, windows, etc.
Thus, the present structural system also presents aspects not known in the state of the art in its manufacturing process, because although the following stages of the process are already known:
 generate a computer model of all the required tables, which make up the construction system;
 cut these tables from flat plates, using an automated cutting system controlled by numerical control;
 transport these already cut boards to the construction site;
 Assemble the tables Other exclusive features of the present invention are included in this method:
 The computer model includes at least some first and second coupling configurations complementary to each other, each with a plurality of first and second notches made in the tables; Y
 The automated cutting system practices notches on the boards it cuts. Likewise, the automated cutting system includes, during the cutting tasks of each
table, information regarding its position and / or placement, and / or information regarding the position and / or placement of other construction elements with respect to said table. In addition, the proposed construction method is characterized by the fact that the computer model
decide the order of cutting of the pieces based on at least one of the following variables:
 the thickness of the board to be cut
 the position of the board within the final construction;
 the order in which each table must be coupled to the rest;
 the order in which each board must be transported to the construction site;  the size of the table.
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This allows to optimize both the material during production, as well as the logistics of storage and transport, as well as the assembly process on site, by manufacturing and transporting the elements to the site in the order of assembly.
Apart from the anchoring configurations, other fixing systems can be used to ensure the union of the elements, these systems being, for example, one of the following:
screw, self-tapping screw, rivet, bolt, nail, adhesive, spike, etc. It will be understood that geometric position references, such as parallel,
perpendicular, tangent, etc. they admit deviations of up to ± 5º with respect to the theoretical position defined by said nomenclature. Other features of the invention will appear in the following detailed description of a
embodiment example.
Brief description of the figures The above and other advantages and features will be more fully understood from
of the following detailed description of an exemplary embodiment with reference to the attached drawings, which should be taken by way of illustration and not limitation, in which: Fig. 1 shows a perspective view of a first structural element, a second
structural element, and a third structural element decoupled, the first structural element being formed by three tables spaced apart from each other, the second structural element being formed by three tables spaced apart from each other, and the third structural element being formed by two groups of tables spaced apart yes, each group of tables being formed by two tables;
Fig. 2 shows a perspective view of the same structural elements shown in Fig. 1, the first and second structural elements being coupled by their corresponding coupling configurations, forming the intersection of the separations between the tables of the first and second structural elements interstitial openings of a size and shape complementary to the third projections integrated in the coupling configuration of the third structural element;
Fig. 3 shows a perspective view of the same structural elements shown in Fig. 2, the third structural element being coupled to the first and second structural elements by inserting said third projections into said openings
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Between each of said second notches 21 a second projection 22 is defined,
defining the three second notches 21 two second projections 22. The first coupling configuration 10 is complementary to the second coupling configuration 20, the width of the first notches 11 being equal to the width of the tables 7 that make up the second structural element 2, and the width of the second notches 21 equal to the width of the tables 7 that make up the first structural element 1. The width of the first projections 12 defines the separation distance between the tables 7 of the second structural element 2, and the width of the second projections 22 defines the separation between tables 7 of the first structural element 1.
By coupling the first and second structural elements in the manner shown in Fig. 2, by mutual insertion of the first and second notches 11 and 21, a matrix is obtained defining interstitial openings 50.
In the present embodiment, said interstitial openings 50 are square, being the first and second structural elements 1 and 2 perpendicular, but in another embodiment it is admitted that both structural elements form an angle different from each other at 90 °, creating interstitial openings 50 rhombic, by mutual coupling of first and second notches 11 and 21 that cross the thickness of the tables 7 of the first and second structural elements 1 and 2 at said angle different from 90 °, then said notches not perpendicular to the main faces 6 of these tables 7.
Similarly, in the present embodiment shown in the accompanying figures, both the first and second structural elements 1 and 2 are horizontal, but in alternative embodiments it is contemplated that the first and / or the second structural element 1 and / or 2 form an angle respect to the horizontal. In this case, the first or second notches 11 or 21, of the first or second structural elements 1 or 2 that are inclined, will not be perpendicular to the lateral faces 8 of the tables 7 of the corresponding structural element.
The third structural element 3, shown in Figs. 1 and 2, has a third coupling configuration 30 formed by three third straight notches 31 made in each of the tables 7 of the groups of tables 5 that make up said third structural element 3, from their upper head faces to a depth of half the width of the main face 6 of the first structural element 1, the third notches 31 of each table 7 facing and aligned with the third notches 31 of the other tables 7 which make up said third structural element 3. Between each of said
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projections 12. Said recesses 60 allow a partial insertion of the third element
structural 3, which ensures a stronger structural bond. In an alternative embodiment, the distal ends of the first projections 12 may be trimmed, being removed with respect to the lateral face 8, which also performs the recess functions 60, allowing a partial insertion of the fourth structural element 4.
As it will be obvious to an expert, said recesses could be practiced in the second structural element 2 in an equivalent manner.
16

权利要求:
Claims (1)
[1]
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 generate a computer model of all the tables (7) required, which make up the construction system;
 cutting said tables (7) from flat plates, by means of an automated cutting system controlled by numerical control;
5  transporting said cut-off boards (7) to the construction site;
 assemble the tables (7); and characterized by that
 the computer model includes at least some first and second coupling configurations (10, 20) complementary to each other, each provided with a plurality of 10 first and second notches (11, 21) practiced in the tables (7); Y
 the automated cutting system practices the notches (11, 21) in the tables (7)
that cuts 17.-Construction method according to claim 16 characterized in that the automated cutting system includes in each table (7) information regarding its position and / or placement,
15 and / or information regarding the position and / or placement of other construction elements with
with respect to said table (7). 18.-Construction method according to claim 16 or 17, characterized in that the computer model decides the cutting order of the tables (7) based on at least one of the following variables:
20  the thickness of the board (7) to be cut
 the position of the table (7) within the final construction;
 the order in which each table (7) must be coupled to the rest;
 the order in which each table (7) must be transported to the construction site;
25  the size of the table (7).
22

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法律状态:
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优先权:

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申请号 | 申请日 | 专利标题

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ES201431842A|ES2574330B1|2014-12-16|2014-12-16|System and prefabricated construction method with three-dimensional structural knots|ES201431842A| ES2574330B1|2014-12-16|2014-12-16|System and prefabricated construction method with three-dimensional structural knots|

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ARP150104108A| AR103050A1|2014-12-16|2015-12-15|PREFABRICATED CONSTRUCTION SYSTEM AND METHOD WITH THREE-DIMENSIONAL STRUCTURAL KNOTS|

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EP15828818.3A| EP3235965B1|2014-12-16|2015-12-16|Prefabricated construction system and method with three-dimensional structural nodes|

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PCT/ES2015/070918| WO2016097452A1|2014-12-16|2015-12-16|Prefabricated construction system and method with three-dimensional structural nodes|

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US15/536,966| US10174497B2|2014-12-16|2015-12-16|Prefabricated construction system and method with three-dimensional structural nodes|