• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Light modular enclosure system for facades. The enclosure of the invention is designed to form a first interior layer of a facade, being modular and constituting what is called a light facade, comprising a frame formed on the basis of "U" profiles (2) and "C" profiles. (3) as vertical uprights, attaching to the outer wing of these reinforced cement plates (4) and incorporating internally a layer of insulating material (5), fixing plasterboard (7) and (8) fireproofing panels on the inside and anti-humidity, fixed in all cases by appropriate screws (6), all supplemented with profiles previously fixed on the floors (1) for the fixation and leveling of the above mentioned bearing structure. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2672329A1
    申请号:ES201601044
    申请日:2016-12-13
    公开日:2018-06-13
    发明作者:Julian FRANCO LOPEZ；Ciprian ROBU COJAN
    申请人:Julian FRANCO LOPEZ；Ciprian ROBU COJAN；
    IPC主号:
    专利说明:

    OBJECT OF THE INVENTION
    The present invention relates to a lightweight modular facade cladding system, the purpose of which is to reduce execution times of building facades, as well as to lighten weights of said facades, reduce safety means and auxiliary means, and even improve the quality control of the execution of the light facade, based on the use of a workshop structure, to be placed by the operators without the need for machinery of any kind.
    The invention is part of the building construction sector, in terms of its configuration and execution of light facades, covering the fields of architecture and engineering. BACKGROUND OF THE INVENTION
    The execution of facades of light panels is widely applied in the building construction industry.
    All of them are executed from the outside of the building, with auxiliary means of scaffolding, complicated lifting means, costly and laborious safety measures, and without the quality of being structurally supportive, needing the structure of the building to receive the loads of other elements such as ventilated, non-ventilated, placated and mortar facades.
    All these systems require the total execution of the structure to proceed to its positioning in the building, to then proceed to its total and watertight enclosure, not being designed for placement from inside the building and without the need for total execution of the structure. DESCRIPTION OF THE INVENTION
    The lightweight modular facade cladding system is intended to carry out its execution from inside the building, with the purpose of executing a first light facade layer that can be easily mounted from inside the building by two people, who they do not have to be specialists, without the need to introduce complex security means, simply a network between slabs, without external scaffolding, running at the same time as the structure of the building is produced, in the plants that have removed the security struts, thus carrying out the construction of the structure and the inner layer of the building, with considerable savings in the execution time of the same.
    The lightweight modular facade cladding is carried out in the workshop, so that its execution and quality control is total, its assembly being produced on site, so that the enclosure will have the dimensions that the building project requires, modulating the facade gaps , and thus facilitating the execution in workshop of all the carpentry that will be placed on site, fixing it to the structure of the facade enclosure, being able to be glazed next.
    Structurally, the light modular enclosure of the façade that is recommended defines a bearing interior structure, consisting of horizontal "U" profiles or channels, between two slabs, and between those "U" channels, vertical "e" uprights, establishing a frame or supporting structure for reinforced cement plates that are fixed by screws on the outside to the corresponding wing of the "e" uprights, and mounting on the inside an insulator, complemented by plasterboard, fire and anti-condensation, being fixed in all cases with screws and complemented all with leveling elements and accessories to carry out the assembly and fixing of the supporting frame between the slabs and for the fixing of the different elements, such as acoustic bands, means of sealing, gaskets, etc.
    The main elements that participate as leveling elements correspond to "U" sockets, omega profiles fixed to those "U" sockets and "L" profiles, with both the "U" channels and the "uprights" being provided. e "and the caps and profiles in omega referred to are preferably made of galvanized steel or any other suitable material.
    It has also been provided that the reinforced cement plates are hydrophobic plates and externally incorporate a sheet of waterproof and breathable material, optionally, being fixed to the external wings of the "C" uprights, by means of the appropriate screws, as stated with anteriority.
    As for the leveling elements, specifically the bushes in "a, they are fixed to the slabs with a precedent of an acoustic band, and on whose bushes in" a is where they are fixed, precisely, by screws, the omega profiles, all This is complemented by elastic sealing and insulation cords, and it is foreseen that on these omega profiles waterproof sheets are attached, corresponding to the front of the slab itself.
    The whole set or structure referred to is completely sealed from the inside, allowing, after its assembly, to continue with the construction process of all the interior elements of the building, in a totally safe way, without the need to implement sealing or safety measures, and all this while the process of execution of the structure continues, which prints the construction process in a controlled and safe rhythm, allowing the construction of the building to be completed in a time less than that required in traditional constructions, or in the assembly of facades lightweight that require scaffolding and other elements and with the advantage of offering double quality control, on the one hand the one offered in the workshop, and on the other hand the one offered on site.
    On the other hand, to say that the reduction in the execution time of the enclosure allows a reduction in the costs of the building, in terms of personnel and auxiliary means, as well as a reduction in the means of financing, as the execution times are shortened, as well as a faster rotation of the investments of purchase and sale with the consequent benefits that all this implies.
    Among the most important advantages that can be cited, the following stand out:
    • Easy execution of the enclosure in the workshop, without requiring specialized personnel.
    • Reduction of security means, since it does not require the use of more than just approved networks fixed to the edges of the slabs or slab.
    • Reduced weight of the enclosure, which makes possible lifting means to
    5 simple plants, and a commissioning by a small number of people, which also do not require specialization.
    • The window openings are fixed on planes, being able to execute the production of window carpentry in the workshop, without the need for dimensional checks
    10 in work, since the frame that defines the general supporting structure, configures the exact hole where the window should be housed and it is fixed on all four sides, avoiding air and moisture seepage.
    • When closing from the inside, it is not necessary that the process of
    The construction of the structure is completely finished, it is simply necessary that the plant in which it is operated be free of struts and formwork waste.
    • When the enclosure is carried out from the inside, it is not subject to inclement weather and therefore its execution is not stopped by atmospheric phenomena.
    • The facade can be completely closed, avoiding air or rain passes, without finishing the structure, which makes it possible to continue the interior work of the building, including the finishes, without risk of deterioration due to atmospheric causes.
    • The enclosure, including the general frame with the cement plates, can be 11 centimeters thick, achieving optimum acoustic, thermal and resistance performance, replacing traditional facades or similar enclosures that require a thickness of 24-25 centimeters, what
    30 means a considerable increase in the useful surfaces of buildings.
    • A considerable saving of time in its construction and completion process is provided to the execution of the buildings, guarantees provided by the technical controls in workshop and work, far superior to the traditional ones, transforming
    35 in considerable savings in execution costs. DESCRIPTION OF THE DRAWINGS
    To complement the description that will then be made and in order to help a better understanding of the characteristics of the invention, according to a preferred example of practical implementation thereof, a set of drawings is attached as an integral part of said description. where, for illustrative and non-limiting purposes, the following has been represented:
    Figure 1 shows a sectional view through a vertical plane of a lightweight modular facade cladding system made in accordance with the object of the invention.
    Figures 2, 3, 4 and 5. - They show as many details in perspective of the form of execution of the enclosure object of the invention, with the different elements and parts that participate in it. PREFERRED EMBODIMENT OF THE INVENTION
    In view of the aforementioned figures, it can be seen how the lightweight modular facade cladding system, according to the invention, is intended to be able to be executed from inside the building, and is comprised between two floors (1), as shown in the figure 1, including a bearing structure formed by horizontal "U" channels or profiles (2), and vertical "C" uprights (3), such that a bearing structure for reinforced cement plates (4) is formed between these elements arranged on the outside, and an insulation (5) on the inside, fixed by means of appropriate screws (6).
    Inside, anti-fire plasterboard (7) and anti-condensation plasterboard (8) are mounted, also fixing by means of appropriate screws (6) as in the previous case.
    The supporting structure formed by the horizontal (2) and vertical (3) profiles or channels between which the insulator is located, are fixed between the slabs (1) through leveling elements, materialized in "U" bushes (9 ), fixed to the slabs, omega profiles (10) fixed to those "U" bushes (9), all with the complement of acoustic bands (11), these being conveniently fixed, as well as the profiles or bushes ( 9) by means of appropriate screws (12), which in turn establish the fixation of elements for fixing and suspending waterproof sheets (13) that are cantilevered on the slabs (1).
    In the upper floor, visible in figure 1, the acoustic band (11) is complemented by a seal (14) of the floor slab (1), with a joint bottom (15) and "L" profile (16) , also including a seal (17) by the inner face that is fixed by means of appropriate fixing plugs (18), with prior arrangement of angled elements, that is to say in "L" (19) as already
    10 referred to above for the lower part, incorporating in this case also an acoustic band (11).
    As previously mentioned, the concrete way of carrying out the execution of the modular enclosure of a light facade is as follows:
    • Placement of security measures. Approved studded meshes shall be fixed between the upper and lower slabs (1) of the plant where it is to be worked.
    • Data collection and layout by plant. Once the plant is unbuttoned, clean of
    20 formwork remains and the subway line re-planned to the outer face of pillars, the distances between pillars, heights between slabs or slabs and other general measures are checked and the axis of the inner leaf is restated. This staking is done with the original plans of the project.
    25 • Execution of the enclosure. With the data of heights between slabs or slabs the ideal dimensions of the system are decided, drawings of the enclosures that are passed to the factory for their execution and assembly are made.
    In the factory the racks are executed as they will be modular, constituted
    30 by channels in the form of "U" (2) of galvanized steel or any other type of material according to project needs that form the horizontal substructure, to which the "C" uprights (3) in galvanized steel or any another type of material according to project needs and with a modulation that depends on the type of water-repellent plate that is used, being a standard measure that of 60 cm,
    35 fixing each other with special screws.
    To these frames, reinforced cement plates (4) are fixed on its outer face, cut in such a way so that they are counterbalanced with the frames that are at its side, maintaining the lateral and lower flights that the enclosure possesses according to system characteristics.
    • Execution of leveling elements. Once the data collection is done, the leveling elements formed by "U" bushes (9) fixed to the lower floor (1) are placed every 60 cm in a general way at the distance between vertical uprights in "C" ( 3), as appropriate, and with shorter distances in specific areas that require it. Previously, an acoustic band (11) has been attached to its lower face to prevent the transmission of vibrations.
    Subsequently, the profiles in omega (10), galvanized steel or any other type of material are placed on them according to the needs of the project and screwed to the bushings (9) laterally by means of special screws (18). These will have attached handles to the two elastic cords that ensure the tightness and insulation inside to avoid thermal bridges.
    On these profiles in omega (10) an impermeable sheet (13) is placed that slips down the front of the slab or slab (1) And serves as the first moisture protection of this element or elastic seal in the lower face of the upper slab or two cases
    • Execution of exterior angles. These angles of galvanized steel or any other type of material according to the needs of the project, are fixed to the upper floor in its lower face with plugs (12) and special screws every 60 cm in general, having previously placed an acoustic and waterproof band to avoid the contact with the slab, this angle with the outer face that will occupy the cement plate (4) or hydrophobic system assembly.
    • Transport to work and ascent to plant of the racks. It is transported on site in batches according to the assembly criteria, with each frame fully stable and compact. Subsequently, it is uploaded to the plant and each frame is distributed to the assigned area.
    • Rack mounting. The frames are supported on the profiles in omega (10) and on the waterproof sheet (13) in its lower part, positioning them with the lower flange of the reinforced cement plate (4) or water-repellent assembly in the outer space of the omega profile (10) (This maneuver is performed by two operators since the weight of the frame is less than 30 kg, in an element 2.70 m high by 1.20 m wide). At the same time it rests on the side of the upper outer "L" profile, screwing the racks to said "L" which serves as the frame positioning element. Later they are fixed with special screws to the lower omega profile (10), so that they remain totally safe and stable.
    The racks that have window holes, are reinforced with steel tubes that configure the frame itself, as well as the low window elements and lintels that are executed with the same elements as the main racks, according to project needs and justification of the calculations static, as can be seen in figures 2 and 4.
    • Sealing holes. In meetings with slabs, pillars or walls, it is sealed with a joint bottom to avoid any possible air ingress, subsequently sealed.
    • Fixing interior angles. Once all the previous works have been completed, the "L" profiles (19) of galvanized steel or any other material are screwed according to project needs, interior, to the lower face of the upper floor (1), placing an elastic and acoustic band ( 11) between it and the slab, and then they are screwed to the racks with special screws in the collision-shaped holes that allow the movement of the slab and the "L" without displacing or pressing the frame.
    Subsequently, an anti-humidity band is placed adhered to the slab that guarantees total sealing.
    • Execution of the rest of the enclosure elements. Once the previous processes of fixing, leveling and stabilization of the frames are finished, the rest of the elements that make up this enclosure will be placed.
    The first one will be placed in the space between the profiles or channels in "one (2) and the
    structural uprights (3), thermal insulation (5) rock wool type or similar, of
    high density. Then a plate or set of screws is screwed to the racks
    5 materials that comply with fire resistance regulations such as condensation, then, depending on each case, the grouting and taping of all joints will proceed.
    权利要求:
    Claims (1)
    [1]
    v-Lightweight modular façade enclosure system, which being intended to allow the enclosure to be carried out from inside the facade of a building, is characterized in that a metal frame is mounted between the slabs or slabs (1) of the building in the workshop, said frame comprising upper or lower "U" profiles (2), and among them vertical "C" uprights (3), said frame being fixed on leveling elements previously fixed to the slabs (1), determining altogether a bearing interior structure on which reinforced and external cement plates (4) are fixed, as well as interior insulating panels (5) of high density, with the particularity that anti-plasterboard panels are fixed on the inner face -fire and anti-condensation (7) and (8).
    2a ._ Light modular facade cladding system, according to claim 1, characterized in that the profiles constituting the "U" channels (2) and vertical "C" uprights (3), which form the bearing structure of the enclosure, are preferably galvanized steel.
    3a._ Lightweight modular facade cladding system, according to claim 1, characterized in that the reinforced cement plates (4) are water-repellent plates and optionally incorporate, on its outer face a sheet of waterproof and breathable material, fixed to the outer wings of the vertical uprights in "C" (3) by means of screws (6).
    4a._ Lightweight modular facade cladding system, according to claim 1, characterized in that the leveling elements established in the slabs (1) or building slabs, include "U" bushings (9) fixed to the slab, with the interposition of acoustic bands (11); it being provided that on said "U" bushes (9) be fixed, by screws, omega profiles (10), preferably galvanized steel, supplemented with elastic sealing and insulation cords.
    5a._ Lightweight modular facade cladding system, according to claim 4a, characterized in that waterproof sheets (13) are attached to the omega profiles (10) in correspondence with the front of the slab itself (1).
    6a._ Lightweight modular facade cladding system, according to previous claims, characterized in that "L" profiles fixed to the floor (1) are included, on which the determining frame of the supporting structure is fixed, using screws, complemented all this with acoustic bands (11).
    11 _2__fifteen_ _____
     4 3 --- 1li <
    6 ~
    4-
     5 3-
     10 2 ~
    11 9 13 12 ---
     FIG. 2 
    7-8
    4-
     FIG. 3 
     7-83 
    2. 3
     FIG. 4
    - ~~ -7-8
    ~
    FIG. 5 7-8
    类似技术:
    公开号 | 公开日 | 专利标题
    US8033062B2|2011-10-11|Type of building, method and means for erecting it
    GB985338A|1965-03-10|Improvements relating to building construction
    ES2672329B1|2019-03-21|Light modular enclosure system for facades
    RU2582155C2|2016-04-20|Frame-panel building
    JP6667940B2|2020-03-18|Exterior wall panel and column layout structure of exterior wall and layout construction method
    RU151098U1|2015-03-20|WALL PANEL
    WO2017092249A1|2017-06-08|Movable aluminium alloy house
    ES2413179A1|2013-07-15|Modular construction system
    JP2016094790A|2016-05-26|Fireproof structure of outer wall panel joint
    CN205840076U|2016-12-28|Combined lightweight exterior wall assembly
    WO2015177385A1|2015-11-26|Light-weight and modular construction system
    BR102014001192A2|2015-12-22|thermal house
    ES2704142A1|2019-03-14|CLOSURE PROCEDURE OF PANELED FACADE |
    ES2471377T3|2014-06-26|Building with separate facade
    JP2014118745A|2014-06-30|Substrate panel for outer wall and substrate panel set for outer wall
    GB683805A|1952-12-03|Improvements in building systems and building elements therefor
    Katunská et al.2016|Selected problems of temperature conditions in the interior of large area of single store halls
    ES2292276B1|2009-03-01|MODULAR CONSTRUCTION SYSTEM.
    ES2416555B1|2014-05-19|MODULAR CONSTRUCTION SYSTEM
    ES2388632A1|2012-10-17|Industrialized building system and construction procedure |
    ES2609490A2|2017-04-20|System and modular building construction method. |
    Natee et al.2016|Building Envelope Materials and Designs
    ES1176608U|2017-02-16|Construction structure mechanized in dry. |
    CN108412041A|2018-08-17|A kind of steel construction ardealite building and its building method
    Vavrovič et al.2016|Window structures in building with historical building preservation
    同族专利:
    公开号 | 公开日
    FR3060040A1|2018-06-15|
    ES2672329B1|2019-03-21|
    RO132669A2|2018-06-29|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US20130219815A1|2007-08-06|2013-08-29|California Expanded Metal Products Company|Two-piece track system|
    EP2415943A1|2009-03-30|2012-02-08|Carlos Fradera Pellicer|Functional system of a cement-mortar panel with prestressed biaxial reinforcement|
    ES1072972U|2010-07-06|2010-10-15|Procabur 2001 S.L.|Device for assembling prefabricated panels for construction |
    US20130067838A1|2011-09-20|2013-03-21|Iframe Building Solutions, Llc|System and method of manufacture for bulding panels|
    FR2625244A1|1987-12-24|1989-06-30|Bonnivard Guy|Wedging device for levelling a floor, ceiling, wall or panel|
    ES1071026Y|2009-07-16|2010-03-05|Pellicer Carlos F|COMPLEX WALL FOR ECOLOGICAL BUILDINGS|
    法律状态:
    2017-05-25| FC2A| Grant refused|Effective date: 20170519 |
    2018-06-13| BA2A| Patent application published|Ref document number: 2672329 Country of ref document: ES Kind code of ref document: A1 Effective date: 20180613 |
    2019-03-21| FG2A| Definitive protection|Ref document number: 2672329 Country of ref document: ES Kind code of ref document: B1 Effective date: 20190321 |
    优先权:
    申请号 | 申请日 | 专利标题
    ES201601044A|ES2672329B1|2016-12-13|2016-12-13|Light modular enclosure system for facades|ES201601044A| ES2672329B1|2016-12-13|2016-12-13|Light modular enclosure system for facades|
    ROA201701104A| RO132669A2|2016-12-13|2017-12-12|Light modular system for facade closing|
    FR1762770A| FR3060040A1|2016-12-13|2017-12-21|LIGHTWEIGHT MODULAR SIDING SYSTEM|
    [返回顶部]