EP1402129A1 - Module de construction et procede de montage de murs de batiments avec application des modules - Google Patents

Module de construction et procede de montage de murs de batiments avec application des modules

Info

Publication number
EP1402129A1
EP1402129A1 EP02743992A EP02743992A EP1402129A1 EP 1402129 A1 EP1402129 A1 EP 1402129A1 EP 02743992 A EP02743992 A EP 02743992A EP 02743992 A EP02743992 A EP 02743992A EP 1402129 A1 EP1402129 A1 EP 1402129A1
Authority
EP
European Patent Office
Prior art keywords
module
mantle
modules
module according
carrying
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP02743992A
Other languages
German (de)
English (en)
Inventor
Arkadiusz Muszynski
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from PL348211A external-priority patent/PL206724B1/pl
Priority claimed from PL354441A external-priority patent/PL208690B3/pl
Application filed by Individual filed Critical Individual
Publication of EP1402129A1 publication Critical patent/EP1402129A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements

Definitions

  • the abject-matter of the invention is the building module and the method of erecting walls of buildings with the application of modules shape of which approximates the worked tree trunk.
  • the building module used for erecting walls namely - flat constructions of walls
  • This module is provided with two parallel wall sections in a form of planes, external surfaces of which constitute at the same time the external surface of the wall under construction.
  • the timber core of the module joints both parts of the wall and contains at least one section running longwise the module which - when the next building module is attached - vertically comes between wall sections of the next module in order to form together with it a pin junction, which overtakes forces that act crosswise.
  • the module is provided with the mantle profiled on the outside surface which is composed of at least one profile placed simultaneously lengthwise and crosswise the carrying ribs; this mantle is fixed to the module on the lateral side of its supporting construction provided with the carrying ribs placed at the settled distance one from another.
  • the module is provided with the one mantle profiled on its outside surface or two such mantles which are fixed to the supporting construction on both its lateral sides. In the case when there is only one mantle profiled on its outside surface, the flat mantle is fixed to the opposite lateral side of the supporting construction, if necessary.
  • the mantles On the top and at the bottom of the mantles there are suitable joint ends which act jointly and serve to join the adjacent modules; on the other hand - at the corners of walls erected with the application of such modules - preferable the mantles have on the top and at the bottom overlapping cruciform recesses.
  • plugs shaped to fit the inside contour of the module transverse section are fixed in respective holes.
  • the carrying ribs constitute the uniform or segmented construction composed of cubes and attachments, which are combined in a rigid way with profiles of the mantle.
  • the attachments are combined with the cubes by means of preferably frontal tongue-groove joint or they have arms embracing the cubes on the top and at the bottom which are led to combine the above.
  • the carrying ribs are provided in their central parts with vertical ports made for threaded fasteners.
  • the method of erecting building walls with the application of the presented modules consists in it that the first wall module is placed on the ground-sill and then the band elastic seals are put on the mantle ends; next - the successive modules are placed one on another with a simultaneous positioning of the carrying ribs which are to meet together equally ; in order to fix stable vertical supporting construction, the glue is introduced into the contact point of the modules and/or they are fastened together by means of the threaded fasteners through the ports made in them; on the top of such a supporting construction, the carrying beam is laid; in the case of erecting corner walls, if necessary, the modules situated at the corners are laid alternately in a cruciform way and they are fastened together on the top and at the bottom with recesses that were made in them beforehand. Before the assembly or during the assembly the modules are filled with thermo insulation material.
  • Fig.l presents the first example of making of the building module from a top perspective view
  • Fig.2 - module from the Fig.1 in a transverse section across the carrying rib of the supporting construction
  • Fig.3 - module from the Fig.l in a side view
  • FIG. 4 4- module from the Fig.l in a top view or from below, Fig.5 - the second example of building module making from a top perspective view, Fig.6 - module from the Fig.5 in a transverse section across the carrying rib of the supporting construction, Fig.7 - module from the Fig. 5 in a side view, Fig.8 - module from the Fig. 5 in a top view or from below, Fig. 9 - the third example of building module making from a top perspective view on the side of the external wall, Fig. 10 - module from the Fig. 9 from a top perspective view on the side of the inside wall, Fig.11 - module from the Fig.
  • Fig.12 - module from the Fig. 9 in a top view or from below Fig.13 - the fourth example of building module making from a top perspective view on the side of the external wall
  • Fig. 14 - module from the Fig. 13 in a transverse section across the carrying rib Fig. 15 - module from the Fig. 13 in a side view on the side of the external wall
  • Fig.17 - module from Fig. 13 in a top view or from below Fig. 18 - the fifth example of building module making from a top perspective view
  • Fig. 20 module from the Fig. 18 in a side view
  • Fig. 21 - module from the Fig. 18 in a top view or from below
  • Fig. 22 the sixth example of building module making from a top perspective view on the side of the external wall
  • Fig. 23 - module from the Fig. 22 from a top perspective view on the side of the inside wall
  • Fig. 24 the module from the Fig. 22 in a transverse section across the carrying rib
  • Fig. 25 module from the Fig. 22 in a top view or from below
  • Fig. 28 the plug closing the module port outlet in a perspective view from the inner side
  • Fig. 29 the plug of the module in a perspective view from the external side
  • Fig. 30 the same plug in a side view
  • Fig. 31 the eight example of building module making from a top perspective view
  • Fig. 33 module from the Fig. 31 in a top view or from below
  • Fig. 34 - module from the Fig. 31 in a transverse section across the carrying rib
  • Fig. 35 the corner fragment of the wall composed of the modules from the Fig. 5 in a top perspective view from the side of external wall
  • Fig. 36 the corner fragment of the wall from the Fig. 35 in a side view
  • Fig. 37 fragment of the wall from the Fig. 35 in a top view
  • Fig. 38 the corner fragment of the wall composed of the modules from the Fig.l in a top perspective view from the side of inside wall
  • Fig. 39 the corner fragment of the wall from the Fig. 38 in a side view
  • Fig. 40 the same corner fragment of the wall in a top view
  • Fig. 41 the ninth example of building module making in a top perspective view
  • Fig. 42 module from the Fig. 41 in a transverse section across the terminal carrying rib of the supporting construction
  • Fig. 43 module from the Fig.
  • Fig. 44 the upper profile of the mantle of the module from the Fig. 41 in a transverse section
  • Fig. 45 the lower profile of the mantle of the module from the Fig. 41 in a transverse section
  • Fig. 46 the attachment to the carrying rib in a side view
  • Fig. 47 the same attachment from the Fig. 46 in a top view
  • Fig. 48 the cube of the carrying rib in a vertical section
  • Fig. 49 the same cube from the Fig. 48 in a top view
  • Fig. 50 the tenth example of building module making from a top perspective view
  • Fig. 44 the upper profile of the mantle of the module from the Fig. 41 in a transverse section
  • Fig. 45 the lower profile of the mantle of the module from the Fig. 41 in a transverse section
  • Fig. 46 the attachment to the carrying rib in a side view
  • Fig. 47 the same attachment from the Fig. 46 in a top view
  • Fig. 51 module from the Fig. 50 in a transverse section across the carrying rib
  • Fig. 52 the eleventh example of building module making from a top perspective view from the external side of the wall
  • Fig. 53 module from the Fig. 52 in a transverse section across the carrying rib
  • Fig. 54 decomposed threading set for modules joining in a
  • Fig. 55 fragment of the wall formed with the application of two modules from the Fig. 41 in a vertical transverse section
  • Fig. 56 - fragment of the wall from the Fig. 55 in a longitudinal section across the central section of the carrying rib
  • Fig. 57 the layer set of two modules presented in the Fig. 50 in a vertical transverse section
  • Fig. 58 corner fragments of building walls in a top
  • Fig. 59 the twelfth example of building module making in a vertical transverse section across the carrying rib
  • Fig. 60 - module in a partial longitudinal section along the A-A line in accordance with the Fig. 59.
  • the building module according to the invention is composed of the supporting construction that is formed of the carrying ribs 1 placed at such a
  • the mantle 2 profiled on the outside surface and made of one or a few profiles 3 placed simultaneously lengthwise and crosswise the carrying ribs.
  • the ribs have preferably
  • the module 140 a form of a rectangular prism, which is situated horizontally. Its height is at the same time equal to the thickness of the rib, which measured longwise the module amounts to a few centimetres.
  • the supporting construction with the ribs in a form of rectangular cubes can be reinforced with e.g. longitudinal fasteners 4.
  • longitudinal fasteners 4 With the purpose to additionally
  • the ribs can be provided with acting jointly tenons 5 and mortises 6 earmarked for layer vertical joining of adjacent modules and situated on the opposite frontal sides of the ribs.
  • the tenons are fixed in a permanent way or they constitute separate units in a form of dowels with a circular section, which are stuck into the adequately fitted mortises on both frontal
  • tenon joints enable precise positioning of the modules one in relation to another in the course of erecting building walls what ensures that the ribs are combined longwise the entire frontal surfaces adhering one to each other.
  • the mantle 2 is profiled on the outside surface and has a shape of the
  • the 155 worked tree trunlc can have a smooth or any optionally carved surface.
  • the profiles of the average thickness in principal not exceeding 2,5 cm have preferably flat surface undernetah, whereas their outside surface is adequately profiled to fit the outline of this fragment of the mantle which they form.
  • the ribs are situated in relation to the mantle in such a way that their upper and
  • lower frontal walls are placed approximately at the height of the upper or lower contour line of the mantle or somewhat below or above this height.
  • the elements of the module can be made of timber both from softwood or hardwood and/or timber derivatives e.g. chipboards, partially - of plastics or metal as well as of any other building materials with suitable strength parameters. They
  • the length of the module can be optional and it can be fitted to the length of the wall or to the length of its fragment in accordance with requirements of the building project. With a view to describe construction of the module, the examples of making present only short modules which can be obtained also from long
  • 175 modules by their cutting across with a saw to fit the requested length, Also thickness and shape can be adjusted in order to meet respective project requirements; this can be achieved by means of constructing mantles from smaller or greater quantity of profiles ( even more than five of them), which are fixed to the supporting construction of the adequate size.
  • the module presented in the first example of making in the Fig. 1, 2, 3 and 4 is provided with the carrying ribs l_with a vertical transverse section of a hexagon shape, to the both lateral sides of which convex mantles 2_are preferably fixed by gluing that in their transverse section have a form of arcs on the external side.
  • the mantle is composed of two profiles 3_ convexly profiled on the external side that are
  • profiles are preferably provided with joint ends 8 overlapping each other in the course of the wall assembly.
  • the modules placed one on each other are provided along their full length with expansion gaps situated at the point of their joint ends on their frontal
  • thermo insulation material e.g. mineral wool or foamed polystyrene preferably in a form of granulate.
  • thermo insulation material e.g. mineral wool or foamed polystyrene preferably in a form of granulate.
  • the supporting construction of the module presented in the second example of making in the Fig. 5,6,7, and 8 is composed of the carrying ribs 1 having a form of rectangular cubes to which, on both their lateral sides in a central section, rectangular fasteners 4 with chamfered corners are fixed; the chamfered
  • corners form surfaces which are tangential to the inside walls of the profiles 3 and also form on the external side the convexly profiled mantles just like in the first example.
  • Fasteners of the supporting construction adhere with their chamfered corners to the profiles in their central section what increases stiffness of the construction along the
  • the module presented in the example of making in the Fig. 9,10,11 and 12 is provided with the carrying ribs 1, which in a vertical transverse section has a form of a pentagon.
  • the convex mantle 2 with recesses 9 is fixed
  • the flat mantle 2a composed of one or more profiles joined frontally preferably by means of the tongue-groove joints is fixed to vertical walls of the ribs.
  • joint ends 8a On the top and at the bottom of this mantle is provided with joint ends 8a
  • the module presented in the example of making on the Fig. 13, 14, 15, 16 and 17 has the supporting construction composed of the carrying ribs 1 having a form of rectangular cubes, to which on one lateral side in a central section, a rectangular fastener 4 with chamfered corners is fixed; the chamfered corners form surfaces which are tangential to the inside walls of two profiles forming on the
  • This mantle forms the external wall of the erected building walls.
  • the inside walls may be constructed with the application of various building materials e.g. boards and plates including carton-gypsum plates which are fixed preferably to bearers made of strips which additionally join the ribs
  • the module presented in the next example of making in the Fig. 18, 19, 20 and 21 is provided with the carrying ribs 1 having a vertical transverse section in a form of an octagon, on both lateral sides of which the convex mantles 2 are preferably fixed by gluing that in their transverse section have on the external side a
  • the mantle is composed of three convex outside profiles 3_joined longwise their adhering edges with frontal tongue-groove joints. On the top and at the bottom these mantles are provided with joint ends ,8_, On the one frontal side the ribs are provided with dowels 5 whereas on the opposite frontal side they have mortises 6 readjusted
  • the ports 1_0 are made that are earmarked for leading installation materials.
  • the module presented in the example of making in the Fig. 22, 23, 24 and 25 is provided with the carrying ribs 1 having a vertical transverse section in a form
  • the convexly profiled mantle 2 is fixed to the polygonal offset of the ribs and it forms the external side of the wall. Just like in the previous example of making, this mantle is composed of three profiles 3 combined one with another. On the other hand, on the second lateral side the flat mantle 2a combined
  • 270 has the same construction as the module presented in the Fig. 18, 19, 20 and 21 with the only difference which is that the central profiles of the mantles have flat surfaces on the external sides of them.
  • the module presented in the example of making in the Fig. 31, 32, 33 and 34 is provided with the carrying ribs I having a form of rectangular cubes, on both lateral sides of which the mantles profiled on the outside surface are fixed; these mantles form uniform profiles. As it has been marked with a broken line in the Fig.
  • the mantles can be composed of two profiles combined frontally longwise their central section line.
  • Fig. 35, 36, 37, 38, 39 and 40 at the corners of erected walls, projecting parts of the modules are provided with ports opened on their frontal sides; outlets of these ports are closed with plugs ⁇ which are shaped to fit the inside contour line of a transverse section of the module.
  • the plug in its transverse section has a form of a polygon or another figure in the case when in the mantles on their inner side e.g. arched furrows have been made.
  • On its frontal side it can be provided with a flanged offset 12 which is shaped to fit an outside contour line of a transverse section of the module.
  • the method of erecting building walls from the presented modules consists in that the first wall module is placed on the ground-sill, then - on the joint ends of the mantles - band elastic seals are laid and next - the successive modules are placed one on another with a simultaneous positioning of the carrying ribs which are to meet each other equally; into the contact point of the above, glue is introduced in order to fix stable vertical supporting construction on the top of which the carrying beam is laid; in the case of erecting corner walls - the modules situated at the corners are laid alternately in a cruciform way and attached on the top and at the bottom with recesses 9 and 9a.
  • thermo insulation material Before the assembly or in the course of the assembly of walls, free spaces of the modules are filled with thermo insulation material. In the course of assembly segment ends situated at the wall corners and opened on their frontal side are closed tightly with the plugs.
  • the walls erected with the application of the ground-sill and the upper beam can be additionally screwed together by means of e.g. long vertical fasteners.
  • the upper part of the ground-sill is formed in such a way that the carrying ribs of the first module adhere to its upper surface with their entire lower frontal surfaces. The same refers to the upper carrying beam, the base of which is situated directly on the ribs of the last module.
  • the joint ends 8 and 8a ease the equal vertical erecting of wall with the application of modules.
  • the modules presented in the next examples of making have such a construction that is fitted to erect walls and establish stable buildings also under the severe climate conditions.
  • the mantle is composed of two convex profiles 3 profiled on the external surface and joined longwise their adhering edges also with a tongue-groove joint provided with the separate or its
  • the carrying ribs 1 are composed of cubes ja, which create the main carrying core in a form of a rectangular prism, and attachments lb having a shape of a rectangular prism situated horizontally, side walls of which directly adhere to the inside walls of the profiles 3 of the mantle 2 with which they are joined in a rigid way by gluing. Irrespective of joining made with glue, the
  • attachments are preferably on their inner sides additionally attached to the profiles by means of at least two bolts led in a straight line with the mantle in order to reinforce the construction.
  • the attachments have a width measured along the module which is equal to the thickness of the cube, but they can also have larger or smaller width than the above mentioned. In the extreme making the attachments
  • 340 fasteners composed e.g. of a stud-bolt 16 adequately adjusted to fit the port, a joint 17 in a form of a sleeve with a male- and female thread, a washer 18 as well as a nut 19.
  • the ports can be performed in the carrying ribs both of the segmented as well as the uniform construction as presented in the preceding examples of modules making and they can completely or partially substitute tenon joints.
  • part of the port is widened in order to form at the lower part - a mortise 20 for a nut 19_and at the upper part - a mortise 21 for a joint 17. Moreover, at the upper part through the full width a recess 22 for a washer 18 has been made.
  • the bolt with a joint or the joint with a nut may form combined uniform units. The washer is adjusted and mortises are
  • the attachment is combined with the cube by means of gluing made on the surface of the frontal joint 13 where one of the rib segments is provided with a tongue and the second one - with a groove shaped preferably in a form of a fin.
  • the segmented construction of the carrying ribs facilitates, from the technological
  • the attachments are made of materials characterised by high resistance parameters which are appropriate for materials envisaged for supporting constructions.
  • the recesses 9 can be made in the mantles; they have a width fitted to the width of the same module profiled on the outside surface which is joined in a cruciform way in the
  • a part of the rib cubes e.g. the terminal ones, on their opposite frontal sides at the corners can be provided with acting jointly tenons 5 and mortises 6 earmarked for layer vertical joining of the adjacent modules irrespective of the presence of the cubes la provided with the ports 14.
  • the modules may be joined together within the same layer on their lateral side with bolts which are passed through the ports 1_5 of the attachments lb fixed to the ends of the module.
  • the contact points of joining on the mantle wall are sealed with a commonly known material such as e.g. silicon.
  • the ground-sill is provided with e.g. threaded units such as a fastener ⁇ which are introduced into its mortises and screwed on the previously mounted bolts.
  • threaded units such as a fastener ⁇ which are introduced into its mortises and screwed on the previously mounted bolts.
  • the module presented in the example of making in the Fig. 50 and 51 has the mantle 2 composed of three profiles 3 which are convexly profiled on outside
  • the modules arranged in layers form the expansion gaps between the upper and the lower profiles 3 of the mantles which are then closed with the elastic seals 23, Within the expansion gaps,
  • the module presented in the example of making in the Fig. 52 and 53 is also provided with the carrying ribs 1 of the same segmented construction as those presented in the two preceding examples of the modules but on the one side of it the cube la of the rib has a flat vertical wall without any groove made in it.
  • the mantles can be provided with recesses for joining in a cruciform way the
  • the mantle 2 convexly profiled on its outside surface is fixed and it forms the external side of the wall. Just like in the previous example of making, this mantle is composed of three combined profiles 3_.
  • the flat mantle 2a composed of one or a few elements is fixed to vertically 15 situated walls of the cubes la.
  • the flat mantles are preferably provided with joint ends 8EL
  • gaps 24 which have been formed between the attachments of the carrying ribs and the mantles 2 can be used for passing through installation materials.
  • additional ports 10 can be
  • the module presented in the last example of making in the Fig. 59 and 60 differs from the previous examples with this that the attachment lb of the carrying rib is made of e.g. metal flat which is deformed longwise the inside adhering edges of the profiles 3 of the mantle 2 in such a way, that the formed sides adhere with
  • the attachment is fastened on one side together with the mantle profiles 430 by means of bolts and on the opposite side - by means of bolts 26 its arms 25 are fixed to the cube. After the assembly of the wall performed with the application of the threaded fasteners, the arms of the attachments are additionally combined with the cubes by pressing their frontal surfaces.
  • the width of attachment is measured longwise the module and it is equal to the thickness of the cube or lower than it is.
  • a vertical transverse section it has a shape of a polygon with such a quantity of sides which is readjusted to the quantity of the profiles in the mantle.
  • the attachments of such a type are first of all envisaged for construction of modules with larger diameters which have the mantles composed of three or more profiles.
  • the modules provided with the mantles 2 composed of two profiles 3 can be used for erecting walls with a thickness of over 25cm, which ensure a proper thermal insulation of the erected buildings.
  • the father rise of insulating power can be achieved by means of increasing a diameter of the module. At the diameter exceeding 30 cm - the mantles are preferably composed of
  • the method of erecting building walls with the application of the presented modules consists in that the first layer of the wall modules is laid on the ground-sill; it is then screwed to the ground-sill through the vertical ports situated in the ribs
  • the modules provided with recesses 9 and 9a at their ends are set alternately in a cruciform way and fastened on the top and at the bottom using the above recesses. 465
  • the upper part of the ground-sill is formed in such a way that the carrying cubes of the first module adhere with their entire lower frontal surfaces to its upper surface.
  • the same refers to the upper carrying beam, the base of which is situated directly on the cubes of the last module ribs.
  • modules situated at wall corners in a cruciform 470 way it is also possible - as it was presented in the Fig.58 - to form corners by chamfering .
  • the modules ends are chamfered at an angle ⁇ accounting for 45° and then, between the frontal joining surfaces of the modules mantle, a sealing material such as silicon is introduced.
  • the modules according to the invention are earmarked for the construction 480 of walls of buildings having various assignment, including apartment buildings, bungalows, office buildings, restaurants and premises. Construction of the module enables to a high degree to create any optional forms which have ,at the same time, reproducible shapes in respect of their entire length. Lightweight and economical modules meet quality requirements binding in respect of such building materials; 485 they also make it possible to erect cheap buildings, which are properly thermally insulated, stable and resistant to atmospheric conditions.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Floor Finish (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un module de construction, ainsi qu'un procédé permettant d'ériger des murs, qui est composé de structures supports dotées de nervures portantes (1), à distance spécifiée l'une de l'autre; sur le côté latéral desdites structures supports, sont fixés un ou deux manteaux (2) profilés sur la surface extérieure et composés d'au moins un profil (3)placé simultanément sur la longueur et la largeur des nervures portantes. Sur le côté opposé d'un manteau, le manteau plat (2a) est fixé aux structures supports, si nécessaire. En haut et en bas des manteaux, de préférence, deux extrémités de joint (8 et 8a) agissent simultanément pour raccorder les modules contigus et aux coins du bâtiment érigé en application de ces modules, ils sont dotés d'évidements cruciformes se chevauchant (9 et 9a) créés en haut et en bas des manteaux. Les nervures portantes ont une construction uniforme ou segmentée composée de cubes (1a) et de fixations (1b) combinés de manière rigide avec les profils des manteaux. Afin de monter une structure support verticale stable, les orifices (14) conçus pour introduire des éléments de fixation filetés dotés de boulon ont été pratiqués dans les portants (1).
EP02743992A 2001-06-19 2002-06-19 Module de construction et procede de montage de murs de batiments avec application des modules Withdrawn EP1402129A1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
PL34821101 2001-06-19
PL348211A PL206724B1 (pl) 2001-06-19 2001-06-19 Moduł budowlany i sposób wznoszenia ścian obiektów budowlanych z modułów
PL354441A PL208690B3 (pl) 2002-06-12 2002-06-12 Moduł budowlany i sposób wznoszenia ścian obiektów budowlanych z modułów
PL35444102 2002-06-12
PCT/PL2002/000040 WO2002103128A1 (fr) 2001-06-19 2002-06-19 Module de construction et procede de montage de murs de batiments avec application des modules

Publications (1)

Publication Number Publication Date
EP1402129A1 true EP1402129A1 (fr) 2004-03-31

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP02743992A Withdrawn EP1402129A1 (fr) 2001-06-19 2002-06-19 Module de construction et procede de montage de murs de batiments avec application des modules

Country Status (15)

Country Link
US (1) US20060168904A1 (fr)
EP (1) EP1402129A1 (fr)
CN (1) CN1320227C (fr)
AP (1) AP2004002957A0 (fr)
CA (1) CA2451508A1 (fr)
CO (1) CO5550503A2 (fr)
EA (1) EA005432B1 (fr)
HR (1) HRPK20040052B3 (fr)
IL (1) IL159481A0 (fr)
MX (1) MXPA04000585A (fr)
NO (1) NO20041340L (fr)
NZ (1) NZ530695A (fr)
WO (1) WO2002103128A1 (fr)
YU (1) YU4404A (fr)
ZA (1) ZA200400333B (fr)

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NO20041340L (no) 2004-04-29
MXPA04000585A (es) 2004-04-20
HRP20040052A2 (en) 2004-10-31
CN1320227C (zh) 2007-06-06
AP2004002957A0 (en) 2004-03-31
US20060168904A1 (en) 2006-08-03
CA2451508A1 (fr) 2002-12-27
HRPK20040052B3 (en) 2006-03-31
CO5550503A2 (es) 2005-08-31
EA200400052A1 (ru) 2004-06-24
CN1543526A (zh) 2004-11-03
EA005432B1 (ru) 2005-02-24
YU4404A (sh) 2006-08-17
NO20041340D0 (no) 2004-03-31
IL159481A0 (en) 2004-06-01
WO2002103128A1 (fr) 2002-12-27
NZ530695A (en) 2007-10-26
ZA200400333B (en) 2005-01-26

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