EP1757750B1 - Auf vorgefertigten platten basierendes bausystem - Google Patents

Auf vorgefertigten platten basierendes bausystem Download PDF

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Publication number
EP1757750B1
EP1757750B1 EP05750229A EP05750229A EP1757750B1 EP 1757750 B1 EP1757750 B1 EP 1757750B1 EP 05750229 A EP05750229 A EP 05750229A EP 05750229 A EP05750229 A EP 05750229A EP 1757750 B1 EP1757750 B1 EP 1757750B1
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EP
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Prior art keywords
boards
welded
double
board
system based
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Not-in-force
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EP05750229A
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English (en)
French (fr)
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EP1757750A1 (de
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Valentin Leiro Paz
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material

Definitions

  • this Invention Patent application referrs to "A CONSTRUCTION SYSTEM BASED ON PREFABRICATED BOARDS" the new construction, layout and design features of which fulfil the purposes for which it has been specifically designed with maximum safety and efficiency.
  • the invention refers to an especially designed, totally new system based on predetermined prefabricated boards with the addition of some components designed to be combined with the same to create a new construction system for all types of building.
  • boards will be manufactured which are reinforced boards, cover boards, non-structural or load-bearing boards and double sided boards with a middle heat installation layer. Due to this system the workload is basically transferred from the construction site to the factory where the boards and components are manufactured as shall be detailed below.
  • the innovative aspect of the system is that it does not necessarily have to match standard board sizes; board sizes may be of any size using the same system.
  • the system uses a combination of inner reinforcement which forms one or more right angles with its perimeter reinforcements according to the edge of the board which are joined by metal strips located inside the panel which may be attached together using arc welding.
  • the pieces manufactured under the terms of the system use the above described system in any type of layout in inner thicknesses of 8m, 10 mm and other similar sizes.
  • the single pieces have a structure formed by 15 x 30 mm diameter, double mesh and U-shaped connectors which join the aforementioned mesh at its side and horizontal ends with angled, structural frameworks and on its side and horizontal ends attached to which at regular distances are hooks for handling the boards. These frames are held on to the mesh with these connectors using a continuous planed bead weld.
  • the aforementioned boards have openings for doors, windows or other similar items, they are reinforced by bars around the outside of the openings forming a strong framework for them.
  • Pieces used for enclosing are formed by an inner structural board inside of which there is an insulating chamber and with an outer board which is thinner than the inner board on the outside to enclose the space.
  • the inner structure of the inner board is the same as that for the openings defined for single boards. It is also the same for the enclosure board with only the thickness of the inner board varying from 80 mm as opposed to 60 mm for the enclosure board.
  • the double board is attached in the same manner as single boards using the appropriate hooks.
  • the single boards (10) is one of the purposes of the invention as shown in Figure 1 and is formed by a double mesh structure (16) filled with cement with angled pieces on its side ends with the relevant UPN (26). All of this is shuttered within a mould. Where these single boards (10) have openings (25) they are reinforced around the edges by the corresponding bars (27) joining mesh (16) to UPN angled pieces (26) using connectors (15) as seeing in view (c) of Figure 1 .
  • Double enclosure boards (11) as shown in Figure 2 have the same robust structure as that described for single boards (10) except, as can be seen in Figure 2b , that they are formed by two boards on the outer (57) 60 mm thick for the enclosure and another in a board (44) 80 mm thick with a structural function, with an insulating layer (40) in the middle.
  • hooks formed by round wires (30) have been designed as shown in Figure 5 . These are welded to the wings of the UPN (26) as shown in Figures 5(a) and (c) . These wings have a drill hole (31) on their horizontal section (26) so that the operator with a crane passes the hook on the aforementioned equipment through the hole (31) around the round wire (30) and, remaining in his position, moves the double board (11).
  • FIG. 5(b) shows the UPN (26) wings to which the round wire has been welded (30) and the connector (15) welded to a metal cover (32).
  • the reinforcing boards (18) which may be seen in Figure 12 comprised of a double mesh (16) and in view (p) and may be handled using hooks as shown in Figure 13 . These are formed by a U-shaped round wire (28) which extends into horizontal arms which are welded to the double mesh (16) projecting from the surface of the boards (18) from drilled holes (29) as seen in Figure 12 ( 8 ) and ( 13 ). In this way the hock on a conventional crane is attached below the round wire (28) and in this way it is possible to transfer the aforementioned reinforced boards (18) to a suitable point.
  • the enclosure boards (21) as seen in Figure 20(a) and (b) have a structure formed by a double mesh (16) to which has been added two rounded bars (58) as a means of a reinforcing for the board handling hooks (21) described as shown in Figure 13 .
  • FIG 27 there is the same construction has in view (a) but which has been enlarged to show more detail of the plate and joining system (10) and (11) all of the head with continuous planed bead welding (37) all using the relevant plates (33), (34) and (35) resting on a reinforcing board (18) and held (10) to (18) using strips (33).
  • the double enclosure boards with end pieces (24) as seen in Figure 21 (b) are supported on support panels (22) which form the shape of the enclosure and slope of the enclosure boards (21) or end piece (24).
  • support panels (22) which form the shape of the enclosure and slope of the enclosure boards (21) or end piece (24).
  • two enclosure boards (21) are joined at their head by welding the UPN angled pieces (26) using strips (36) located at regular distances. These boards (21) rest on panels (22) and these panels of rest on the upper parts of the UPN angled pieces (26) located on the boards (11).
  • the roofing of a building is formed by several enclosure boards with end pieces (24), they are joined by 4 mm horizontal, continuous planed bead welding (37) on the angled pieces as shown in Figure 22(a) .
  • FIGS 25, 26 , 31 and 32 show a section of the enclosure by joining double boards (11), fitted with the corresponding heat insulation (40) in such a way that the enclosure board with end pieces (24) is supported on the double board (11) more specifically on the UPN angled pieces (26) interspersed with polyurethane filler (38) and mortar (39).
  • An insulation board (40) is located on top of the enclosure board (24) and on this, a plaster board (41) and finally the relevant tiles (42) are placed on top.
  • FIG. 15 shows the joint between a double board (11) or a reinforced board (18) by cutting the inner face (44) of (11) to insert the head of the board (18).
  • the enclosure wall is formed by boards (11) with the UPN angled pieces (26) welded to the head and the reinforcing strips (18) located in the hole (45) made by the two inner faces (44) of the aforementioned boards (11).
  • a floor (46) is formed by one or more reinforcing boards (18) for example as shown in Figure 16 joined by UPN (26) with a layer of plaster filling (62) on the upper surface of the reinforcing board (18) so equipment may move through if necessary.
  • Flooring pieces (47) are placed on top of the layer (42).
  • Board joints may be single (10) or double (11) ended as shown in Figures 28, 29 and 30 .
  • the angled metal pieces or UPN (26) are welded using a single planed bead welding (37) both for double mesh boards (16) as shown in Figure 37 and for single mesh boards (14) as shown in Figure 38 .
  • FIG. 30 5(a) includes connectors (50) to the mesh (14 or 16) in Figures 34 and 36 with the addition of a reinforcing round wire (51) and welded to the plate (49) and to the angled piece (26).
  • Another aspect of the invention is joining single or double panels (10) and (11) at their ends by welding metal angled pieces (26) to a plate (50) and reinforcing (18) as seen in Figures 37 and 38 .
  • Two double boards (11) meet to form an outer corner as shown in Figures 6, 7, 8, 9 and 10 (a) and (b) by joining the boards (11) to a point and sometimes injecting a polyurethane filler (38) by cutting the inner face (44) of the double boards (11), (see Figure (6 ).
  • the joint between a double board (11) and a single board (10) see Figure 7 and the coating for the latter (10) using an outer stone coating (17) is made using an injected polyurethane filler (38) between (10) and (17), by cutting the inner face (44) and welding the outer face (52) using the UPN (26) and the UPN (26) on the board (10).
  • foundation holes have been designed (54) in which the double boards (11) or similar objects rest on a concrete slab (64) formed by a concrete housing (55) which rests on the clean concrete (61) on firmer ground, see Figures 39 and 40 .
  • the ground is built with a layer of mortar (59) and with flooring (47) on top.
  • a reinforced structure (56) is added as strengthening underneath the housing (55). This increases the strength of the foundations supporting the base construction for the aforementioned boards (10, 11).
  • the floor is constructed from a layer of mortar (59) with flooring (47) on top.

Claims (16)

  1. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" unter Verwendung von im Werk mit Formwerkzeugen auf Basis einer Kombination aus einer sehr stabilen Tragkonstruktion und Zement hergestellten Platten, dadurch gekennzeichnet, dass das vorgenannte System aus einer Kombination von Einzelplatten (10), Doppelplatten (11), Verstärkungsplatten (18), Deckplatten (21) und Stirnplatten (24) besteht, die mittels an "UPN"-Profilen (26) angeschweißten Leisten (37) an ihren Kanten miteinander verbunden sind und gegebenenfalls durch Befestigungselemente (19, 33, 34, 35, 36, 48 und 49) unterstützt werden.
  2. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die Einzelplatten (10) aus einer doppelten Netzstruktur (14) bestehen, an die in regelmäßigen Abständen U-förmige Verbinder (15) angeschweißt sind, die wiederum an ihren Enden an die "UPN"-Profile (6) angeschweißt sind, wobei das Ganze im entsprechenden Formwerkzeug mit Zement ausgefüllt wird.
  3. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die Doppelplatten (11) aus zwei Einzelplatten, und zwar einer 60-200 mm starken Innenplatte (44) mit tragender Funktion und einer als Abdichtung wirkenden 60 mm starken Außenplatte (57) mit einer 40-80 mm starken isolierenden Zwischenschicht (40), die eine aus dem Doppelnetzsystem (16) gebildete widerstandsfähige Tragkonstruktion umfasst, an welche die entsprechenden U-förmigen Verbinder (15) angeschweißt sind, die wiederum an die "UPN"-Profile (26) angeschweißt sind, wobei das Ganze im entsprechenden Formwerkzeug mit Zement ausgefüllt wird.
  4. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach den vorhergehenden Ansprüchen, dadurch gekennzeichnet, dass die Platten (10) und (11) Öffnungen (25) aufweisen, die durch Verstärkungsringe (27) verstärkt sind, die um den Rand der Öffnungen (25) angeordnet und mit dem Einzel- oder Doppelnetz (14) bzw. (16) verschweißt sind, wobei das Ganze im entsprechenden Formwerkzeug mit Zement ausgefüllt wird.
  5. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die Verstärkungsplatten (18) aus einer doppelten Netzstruktur (16) bestehen, die in regelmäßigen Abständen mit den U-förmigen Verbindern (15) verschweißt ist, die wiederum an ihren Enden mit den "UPN"-Profilen (26) verschweißt sind, wobei das Netz (16) in regelmäßigen Abständen längliche, gewellte Verstärkungsringe (58) als Verbindungssystem aufweist, das aus U-förmigen Haken (28) gebildet ist, deren Schenkel sich horizontal erstrecken und mit der Doppelnetzstruktur (16) verschweißt sind und vertikale Bohrungen (28), (29) zur Aufnahme von konventionellen Haken aufweisen.
  6. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass das System Platten (19), (33), (34), (35) verwendet, die mit den "UPN"-Profilen (26) verschweißt sind, um die Einzel- oder Doppelplatten (10), (11) mit den Verstärkungsplatten (18) zu verbinden.
  7. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die Stirnabdeckplatten (24) auf Stützplatten (22) angeordnet sind, die die Form der Abdeckung auf den aus Doppelplatten (11) gebildeten umschließenden Wänden definieren.
  8. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1 und 7, dadurch gekennzeichnet, dass die Abdeckung aus Stirnabdeckplatten (24) gebildet wird, die am Kopfteil mit in regelmäßigen Abständen auf den "UPN"-Profilen (26) der Platten (21) angeordneten Befestigungselementen (36) angeschweißt sind.
  9. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die umschließenden Wände aus Doppelplatten (11) gebildet sein können, die in regelmäßigen Abständen mittels Winkelplatten (49) verbunden sind, die an ihrem einen Ende mit der Auflagefläche des Profils (26) und an ihrem anderen Ende an einen der Seitenschenkel des anderen Profils (26) angeschweißt sind.
  10. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die umschließenden Wände aus Doppelplatten (11) gebildet sein können, die an ihren "UPN"-Profilen (26) mittels Viereckplatten (48) verbunden sind, die an ihren kürzeren Enden beidseitig an die Seitenschenkel der Profile (26) angeschweißt sind.
  11. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, 2 und 3, dadurch gekennzeichnet, dass beim Bau von Wohnungen Verstärkungsplatten (18) mit Doppelplatten (11) verwendet werden, wobei die Innenseite (44) der Platte (11) so eingeschnitten wird, dass die Kante der Platte (18) in die an der Innenseite (44) entstandene Aussparung (45) hineinpasst.
  12. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass die Böden aus der Verbindung von zwei "UPN"-Profilen mit Verstärkungsplatten (18) durch diskontinuierliches Verschweißen der Profile (26) und Aufbringung einer Mörtelschicht (62) auf diese und auf die Wand der Abdeckung (46) gebildet sind.
  13. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1 und 7, dadurch gekennzeichnet, dass die Abdeckung aus Stirnabdeckplatten (24) gebildet wird, die auf Doppelplatten (11) gestützt sind, wobei der Kontaktbereich zwischen (24) und (11) eine eingespritzte Polyurethanfüllung (38) und Mörtel (39) aufweist und am oberen Ende der Platte (24) eine Wärmedämmschicht (40), Mörtel (41) und ein Abschluss aus arabischen Fliesen (42) oder Schiefer (43) vorhanden ist.
  14. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, dadurch gekennzeichnet, dass eine Abdeckung aus Deckplatten (21) gebildet sein kann, die in regelmäßigen Abständen durch Befestigungselemente (36) verbunden sind, die in regelmäßigen Abständen mit den "UPN"-Profilen verschweißt sind, wobei die Deckplatten (21) mit Wärmedämmmaterial (40), einer Mörtelschicht (41), Fliesen (42) und Kantenabschlüssen (53) versehen sind.
  15. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, 2, 3 und 12, dadurch gekennzeichnet, dass beim Bau von Wohnungen die Böden aus Verstärkungsplatten (18) mit Doppelplatten (11) gebildet werden, die an ihrer Innenseite (44) eine Aussparung (45) zur Aufnahme der Plattenkante (18) aufweisen, wobei die entsprechenden "UPN"-Profile (26) an den Innenseiten (44) der Platte (11) mit den "UPN"-Profilen (26) der Verstärkungsplatten (18) verschweißt sind.
  16. "AUF VORGEFERTIGTEN PLATTEN BASIERENDES BAUSYSTEM" nach Anspruch 1, 2, 3, 12 und 15, dadurch gekennzeichnet, dass die Verbindung zwischen einer vertikalen Einzelplatte (10) und einer horizontalen Einzelplatte (10) mit einem Befestigungselement (49) erfolgt, das an ein "UPN"-Profil (26) an der Kante der horizontalen Platte (10) angeschweißt ist, wobei deren Verbinder (15) an ein Einzelnetz (14) geschweißt sind und die Verbinder (50) einer Einzelplatte (10) an deren Netz (14) unter Verwendung eines Verstärkungsrings (51) geschweißt sind.
EP05750229A 2004-05-20 2005-05-18 Auf vorgefertigten platten basierendes bausystem Not-in-force EP1757750B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200401213A ES2289844B1 (es) 2004-05-20 2004-05-20 Un sistema de construccion a base de placas prefabricadas.
PCT/ES2005/000274 WO2005113912A1 (es) 2004-05-20 2005-05-18 Un sistema de construcción a base de placas prefabricadas

Publications (2)

Publication Number Publication Date
EP1757750A1 EP1757750A1 (de) 2007-02-28
EP1757750B1 true EP1757750B1 (de) 2010-04-28

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EP05750229A Not-in-force EP1757750B1 (de) 2004-05-20 2005-05-18 Auf vorgefertigten platten basierendes bausystem

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EP (1) EP1757750B1 (de)
AT (1) ATE466147T1 (de)
DE (1) DE602005020932D1 (de)
ES (1) ES2289844B1 (de)
PT (1) PT103271B (de)
WO (1) WO2005113912A1 (de)

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US8240430B2 (en) 2002-10-01 2012-08-14 Downey Paul C Noise and vibration mitigating mat
RU2670791C1 (ru) * 2017-08-01 2018-10-25 Ефдокимов Дмитрий Вячеславович Стеновая панель (варианты)

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ES2345229B1 (es) * 2008-04-17 2011-12-05 Francisco Lopez Hinojosa Sistema para la union de placas de hormigon armado en construcciones prefabricadas.
CA2914212C (en) 2015-06-25 2018-05-22 Pliteq, Inc. Impact damping mat, equipment accessory and flooring system
US20180202150A1 (en) 2015-06-25 2018-07-19 Pliteq Inc. Impact damping mat, equipment accessory and flooring system
WO2022018307A1 (es) 2020-07-22 2022-01-27 PALMA GONZÁLEZ, Angel Procedimiento de construcción, sistema constructivo y placas constructivas prefabricadas para llevar a cabo dicho procedimiento
FR3123931B1 (fr) * 2021-06-15 2024-04-12 Muance Système modulaire de construction en béton, procédé de fabrication d’un tel système et assemblage comprenant une pluralité de systèmes modulaires

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ES8602189A1 (es) * 1985-01-29 1985-11-16 Leiro Paz Valentin Procedimiento para la construccion de edificios
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8240430B2 (en) 2002-10-01 2012-08-14 Downey Paul C Noise and vibration mitigating mat
US8556029B2 (en) 2002-10-01 2013-10-15 Paul C. Downey Noise and vibration mitigating mat
RU2670791C1 (ru) * 2017-08-01 2018-10-25 Ефдокимов Дмитрий Вячеславович Стеновая панель (варианты)
WO2019027348A1 (ru) * 2017-08-01 2019-02-07 Дмитрий Вячеславович ЕВДОКИМОВ Стеновая панель
RU2670791C9 (ru) * 2017-08-01 2019-06-25 Дмитрий Вячеславович Евдокимов Стеновая панель (варианты)

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ES2289844A1 (es) 2008-02-01
ATE466147T1 (de) 2010-05-15
EP1757750A1 (de) 2007-02-28
PT103271A (pt) 2005-11-30
DE602005020932D1 (de) 2010-06-10
WO2005113912A1 (es) 2005-12-01
ES2289844B1 (es) 2008-11-16
PT103271B (pt) 2006-11-30

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