EP4407111A1 - Set d'éléments de construction préfabriqués - Google Patents

Set d'éléments de construction préfabriqués Download PDF

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Publication number
EP4407111A1
EP4407111A1 EP23460038.5A EP23460038A EP4407111A1 EP 4407111 A1 EP4407111 A1 EP 4407111A1 EP 23460038 A EP23460038 A EP 23460038A EP 4407111 A1 EP4407111 A1 EP 4407111A1
Authority
EP
European Patent Office
Prior art keywords
elements
load
bearing frame
structural
wood
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.)
Pending
Application number
EP23460038.5A
Other languages
German (de)
English (en)
Inventor
Rafal Hadera
Radoslaw Bankowski
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.)
Wood Core House Sp Z OO
Original Assignee
Wood Core House Sp Z OO
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
Application filed by Wood Core House Sp Z OO filed Critical Wood Core House Sp Z OO
Publication of EP4407111A1 publication Critical patent/EP4407111A1/fr
Pending legal-status Critical Current

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Classifications

    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
    • 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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • 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
    • 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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/24—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20
    • 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
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/48—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose as high as or higher than the room, i.e. having provisions concerning the connection with at least two floors

Definitions

  • the subject of the application is a set of prefabricated construction elements belonging to a series of types of construction elements enabling the erection of modular walls and modular buildings.
  • the set of prefabricated construction elements comprises elements formed primarily from wood and/or engineered wood.
  • the said elements can be used to construct walls and thereby design and erect buildings, particularly modular buildings (both single- and multifamily).
  • an invention submitted under the patent number P.305587 is known, describing a set of construction elements comprising a corner wall element, a central wall element with an internal lattice rib system and a central wall element with a perpendicular internal rib system.
  • the central wall element comprises a channel in the shape of a regular hexagon, and the corner wall element comprises ports located in the internal ribs.
  • connection cut-outs located on their side planes, further comprising insulation holes and construction spaces, wherein in the column element for erecting corner columns the connection cut-outs are located on its two adjacent sides for connections through a filling wall with the column element for erecting intermediate columns, wherein the connection cut-outs are located on its two opposite sides, as well as with the pillar element, wherein the connection cut-outs are located on its one side, and in the crowning frame structure with lintel-transom elements with a jamb and lintel-transom elements with a jamb and a gate the connection cut-
  • the invention known from the application documentation of patent P.390240 describes a set of prefabricated construction elements using unified blocks, comprising at least one coupling block with a cross-section similar in shape to the letter "H” or a channel-like block with a cross-section similar in shape to the letter "C” or a basic block or a left corner block or a right corner block or a small block with a cross-section similar in shape to the letter "L” or a recessed block or a foundation block or a beam.
  • a method for erecting buildings using prefabricated construction elements comprising placing basic blocks in sequence so that a recess of one of the said blocks is inserted into a recess of another block corresponding to its shape and size, wherein cement is inserted into a gap constituting a free space formed between the said two blocks, further comprising moving another layer of blocks by half a length of a block relative to a previous layer, wherein the building corner itself is constructed by alternating the left corner blocks and right corner blocks, wherein inlets and outlets of the blocks are appropriately placed and matched.
  • Two or three coupling blocks with a cross-section similar in shape to the letter "H" are inserted next to each other in a sequence of basic blocks that form a wall, wherein while placing their successive layers they are inserted with generally vertically aligned reinforcement.
  • a set of building elements useful for erecting individual buildings using the dry method is known from the application documentation of invention P.414177 .
  • the set of building elements comprises building blocks, fasteners and facing panels with joint layers.
  • a building block comprising vertical honeycomb channels comprises a honeycomb layer on at least one face, further comprising facing panels with hexagonal connectors further comprising connecting layers. The connectors are also used to vertically couple the building blocks.
  • An element of building construction is known from the description of invention PL225253 , comprising vertical structural posts embedded in horizontal beams with insulating material placed between them, characterised in that vertical solid wood posts are permanently embedded in settling seats of horizontal solid wood beams and coupled with screws, thereby forming a load-bearing frame, wherein filling is formed from insulation panels in the form of a box segment with an external masking wall with an outline corresponding to a shape of a rectangular load-bearing frame, wherein the box segment comprises peripheral profile indentations for seals and is filled with insulation material, and the insulation panels formed from particle board are filled with insulation material, preferably wood wool, and the insulation panels comprise window and door joinery elements.
  • This invention solves the problem of building constructions for erecting building walls with particularly favourable building and physiological properties, where the walls are fully open to diffusion, and the thermal insulation coefficient is over twice as low as in a building structure made of solid wood.
  • a set of building modules forming wall and floor structures is known from the application documentation of invention P.376199 , characterised in that it comprises a wall module, a roof module and a lintel module, wherein the wall module comprises a rectangular wooden frame coupled to metal angle braces on at least one side, preferably located along its diagonal lines, wherein chambers formed within the said frame are filled with insulating panel elements, which are coupled by adhesion with a panel element formed from a fibre cement panel or from plywood with an insulating panel element coupled with it by adhesion, wherein from the other side the insulating panel elements and the wooden frame are coupled by adhesion with an insulating panel element coupled externally by adhesion with a gypsum fibre board or plasterboard element.
  • An element of building construction is known from the application documentation of invention P.394955 , characterised in that vertical beams are permanently coupled by means of coupling panels, preferably nail plates, with terminal lateral diaphragms and a central lateral diaphragm, forming a frame in a shape of a cuboid frame wherein space between the said elements is filled with insulating material, preferably wood wool.
  • This invention solves the problem of building constructions for erecting building walls with particularly favourable building and physiological properties, where the walls are fully open to diffusion and exhibit a thermal insulation coefficient with very beneficial parameters.
  • a wall element for wall construction is known from the application documentation of invention P.317648 , comprising thermal insulation and additional insulation in the form of panels as well as supports comprising vertical support pillars, wherein the said pillars can be at least partially inserted in thermal insulation panel grooves.
  • the thermal insulation comprises a panel formed from expanded plastic, comprising grooves located on at least one side with vertical orientation and in lateral spacing, wherein the vertical support pillars of the wall element can be installed by nailing or by another similar method to vertically oriented construction ribs located in the same place on the other side of the thermal insulation panel.
  • the groove depth in the thermal insulation panel surface is selected so that after installation at the bottom of a groove, a vertical support pillar extends from the thermal insulation panel surface to a height equal to the thickness of the additional layer of thermal insulation.
  • the vertical sides of the thermal insulation panel comprise grooves and appropriate protrusions for coupling thermal insulation panels adjoining to the wall elements by means of a tongue and groove joint.
  • a prefabricated wall for erecting buildings with different purposes and various thermal insulation coefficients is known from the application documentation of invention P.298831.
  • the wall may exhibit the character of a filling wall for the frame structures of buildings, a curtain wall, a partition wall or a structural wall, particularly in low buildings.
  • the wall construction comprises prefabricated channel slabs coupled in a vertical joint using screws by means of an insert. The insert enables the dry installation of external finishing elements and internal finishing elements such as plasterboard, wainscot etc..
  • a building element is known from the application documentation of invention P.413588 , comprising walls forming together a form for a filling material, characterised in that each wall is made of a profile that is U-shaped or with arms parallel to each other and perpendicular to the base of the U-shaped profile, the profile arms being shorter than the base, wherein the profiles of adjacent walls are coupled to each other by means of connectors, so that each profile comprises at least one arm coupled directly by a connector to the base of the adjacent profile.
  • prefabricated construction elements enabling the erection of prefabricated buildings, prefabricated elements used for erecting prefabricated buildings as well as buildings erected from such prefabricated elements or comprising such prefabricated elements as known from the current state of technology exhibit considerable disadvantages. These include but are not limited to the following:
  • the solution according to the invention which is a set of prefabricated construction elements belonging to a series of types of construction elements formed from wood and/or engineered wood intended for erecting modular walls and modular buildings.
  • the nature of the invention is that it comprises:
  • the adjustable ground beam (PD) is in a form of an oblong horizontal structural element in a shape of a flat cuboid with a thickness adapted to the thickness of the full modules (MP) and ranging within 10 cm to 20 cm, preferably 16 cm, a width ranging within 40 cm to 350 cm, preferably 300 cm, a height ranging within 4 cm to 10 cm, preferably 8 cm, and it comprises at least one adjustment system, preferably two or three adjustment systems, in a form of a mechanical anchor for installation in a foundation, further comprising two muffs with threaded bars, installed in anchor holes and in muff holes, wherein an element comprising a main part of the adjustable ground beam (PD) in volumetric terms is formed from a material capable of withstanding compressive stress generated by other elements of a building as well as external loads, such as wood or engineered wood, preferably BSH glued wood.
  • the column (S) is an oblong vertical structural element in a shape of a flat cuboid with a thickness adapted to the thickness of the full modules (MP) and ranging within 10 cm to 20 cm, preferably 16 cm, a height ranging within 50 cm to 350 cm, preferably 275 cm, and a width ranging within 4 cm to 10 cm, preferably 8 cm.
  • the full module (MP) is in a form of a load-bearing frame comprising structural elements in shapes of flat cuboids, which comprise: a lower beam and an upper beam separated by side columns and a reinforcing column, located in an axis of symmetry of the load-bearing frame, at coupling spots of individual constituent elements, the said load-bearing frame preferably being coupled by nailing and rigid/covered with a sheathing panel coupled along the said structural elements, preferably by means of construction staples, wherein the length of the sheathing panel exceeds the height of the load-bearing frame by a range within 2.5 cm to 10 cm, preferably 5 cm, thereby forming a protrusion from a side of the lower beam, wherein the dimensions of the load-bearing frame of the full module (MP) are within the following ranges: height from 208 cm to 320 cm, preferably 275 cm, width from 80 cm to 160 cm, preferably 125 cm, thickness from 10 cm to 20 cm, preferably 16 cm
  • an internal side of the full module (MP), that is a space limited by the structural elements of the load-bearing frame of the full module (MP) - the lower beam, the upper beam, the side columns, the reinforcing column - can comprise filling by a thermal insulation material, preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • a thermal insulation material preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • the door module is in a form of a load-bearing frame comprising structural elements in shapes of flat cuboids, which comprise: a lower beam and an upper beam separated by side columns and preferably two reinforcing columns located along the side columns, supporting lintel beams, over which in an axis of symmetry of the load-bearing frame is located another, preferably third reinforcing column, at coupling spots of individual constituent elements, the said load-bearing frame preferably being coupled by nailing and rigid/covered with a sheathing panel coupled along the said structural elements, preferably by means of construction staples, retaining a door opening, wherein the length of the sheathing panel exceeds the height of the load-bearing frame by a range within 2.5 cm to 10 cm, preferably 5 cm, thereby forming a protrusion from a side of the lower beam, wherein the dimensions of the load-bearing frame are within the following ranges: height from 208 cm to 320 cm, preferably 275 cm
  • an internal side of the door module (MD), that is a space outside the door opening, limited by the structural elements of the load-bearing frame of the door module (MD) - the upper beam, the side columns, another, preferably third reinforcing column, the lintel beam - can comprise filling by a thermal insulation material, preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • a thermal insulation material preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • the girt (O) is an oblong horizontal structural element in a shape of a flat cuboid with a thickness adapted to the thickness of the full modules (MP) and ranging within 10 cm to 20 cm, preferably 16 cm, a width ranging within 30 cm to 600 cm, preferably 505 cm, and a height ranging within 4 cm to 10 cm, preferably 6 cm.
  • the ground beam is in a form of an oblong horizontal structural element in a shape of a flat cuboid with a thickness adapted to the thickness of the full modules (MP) and ranging within 10 cm to 20 cm, preferably 16 cm, a width ranging within 30 cm to 600 cm, preferably 505 cm, and a height ranging within 4 cm to 10 cm, preferably 6 cm, wherein the said ground beam is formed from one type of material such as wood or engineered wood, preferably KVH structural lumber.
  • MP full modules
  • the solution according to the invention described above minimises all the inconveniences presented by the solutions known from the current state of technology, particularly by: making it possible to minimise the number of heavy machines required at the construction site or even eliminating the need for their use, making transportation easier and more efficient, making storage easier and more efficient, making design easier and more efficient, making installation/construction easier and more efficient.
  • the set according to the invention comprises elements with dimensions adapted simultaneously to convenient production, storage, manual transport, installation and finishing. Furthermore, the construction of each element ensures its appropriate strength and spatial integrity during the steps preceding the final installation. Thanks to the high quality and precision resulting from the preparation of the elements in the prefabrication plant, the elements fit together, thereby allowing less experienced personnel to perform the installation.
  • fig. 1 presents the full module (MP) 1
  • fig. 2 presents the door module (MD) 5
  • fig. 3 presents the column (S) 19
  • fig. 4 presents the girt (O) 20
  • fig. 5 presents the adjustable ground beam (PD) 21
  • fig. 6 presents a projection of building walls according to example execution I
  • fig. 7 presents a view of a building wall constructed according to example execution I
  • fig. 8 presents a fragment of a wall constructed according to example execution I, in an axonometry.
  • the set of prefabricated construction elements according to example execution I comprises:
  • the above prefabricated construction elements are the mandatory elements of each set.
  • the full module (MP) 1 is in the form of a load-bearing frame comprising structural elements in the form of flat cuboids.
  • the said elements are a lower beam 27 and an upper beam 28 separated by side columns 29 and a reinforcing column 30 located in the axis of symmetry of the frame.
  • the integrity of the entire frame is provided by nailing at the coupling points of the individual constituent elements.
  • the spatial rigidity of the frame is provided by a sheathing panel 31 installed by means of construction staples along the structural elements.
  • the length of the sheathing panel 31 exceeds the height of the load-bearing frame, preferably by 5 cm (from 2.5 cm to 10 cm), in order to form a protrusion 32.
  • the installation of the sheathing panel 31 is accomplished in a way ensuring the facing of the upper edge of the panel with the upper plane of the upper beam 28 whereas a protrusion 32 is formed from the side of the lower beam 27.
  • the elements of the load-bearing frame of the full module (MP) 1 are formed from one type of material, preferably wood.
  • the sheathing panel 31 is formed from a material providing the appropriate properties, preferably structural engineered wood panels or other structural panels, including plaster, gypsum fibre, fibre cement.
  • the dimensions of the load-bearing frame of the full module (MP) 1 are within the following ranges:
  • the internal side of the full module (MP) 1 that is the space limited by the structural elements of the load-bearing frame (lower beam 27 , upper beam 28 , side columns 29 , reinforcing column 30 ), is intended for filling with thermal insulation material, preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • thermal insulation material preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • the full module (MP) 1 comprises openings 40 in the side columns 29 , facilitating installation at the same height (for a structural wrench).
  • full module (MP) 1 facilitates the practical application of thermal insulation due to the repeatable dimensions of the internal chambers of the modules: the full module (MP) 1 and the half module (MPo) 2.
  • full module (MP) 1 facilitates the practical application of thermal insulation due to the repeatable dimensions of the internal chambers of the modules: the full module (MP) 1 and the half module (MPo) 2.
  • MPo half module
  • the construction of the full module (MP) 1 is designed in a way facilitating the linear, flat and parallel installation of modules forming the wall. These properties significantly reduce the time and costs of installing the full modules (MP) 1 themselves, but also of the remaining internal and external layers which form a full building fabric that fulfils all the standards, technical conditions and best practices pertaining to building engineering. This includes a windtight membrane coupled with the building fabric by stapling it with the full modules (MP) 1 by means of construction staples.
  • Full module (MP) 1 Frame height [cm] Protrusion height [cm] Width [cm] Thickness [cm] Minimum size 208 2.5 80 10 Preferable size 275 5 125 16 Maximum size 320 10 160 20
  • the door module (MD) 5 is in the form of a load-bearing frame comprising structural elements in the form of flat cuboids.
  • the said elements are a lower beam 27 and an upper beam 28 separated by side columns 29 and reinforcing columns 30 located along the side columns 29 constituting the support for the lintel beams 33.
  • a third reinforcing column 30 is located over the lintel beams 33 , in the axis of symmetry of the load-bearing frame, providing the appropriate transfer of loads to the lintel beams 33.
  • the shapes and sizes of the individual elements of the load-bearing frame are selected in a way enabling the formation of a door opening allowing an easy selection and installation of door joinery.
  • a sheathing panel 31 is installed along the structural elements by means of construction staples, retaining the door opening.
  • the length of the sheathing panel 31 exceeds the height of the load-bearing frame, preferably by 5 cm (from 2.5 cm to 10 cm), in order to form a protrusion 32.
  • the installation of the sheathing panel 31 is accomplished in a way ensuring the facing of the upper edge of the sheathing panel with the upper plane of the upper beam 28 whereas a protrusion 32 is formed from the side of the lower beam 27 , while further ensuring the facing of the edges of the sheathing panel forming the door opening with the relevant elements of the load-bearing frame.
  • the elements of the load-bearing frame of the door module (MD) 5 are formed from one type of material, preferably wood.
  • the sheathing panel 31 is formed from a material providing the appropriate properties, preferably structural engineered wood panels or other structural panels, including plaster, gypsum fibre, fibre cement.
  • the dimensions of the load-bearing frame of the door module (MD) 5 are within the following ranges:
  • the internal side of the door module (MD) 5 that is the space limited by the structural elements of the load-bearing frame (upper beam 28 , side column 29 , reinforcing column 30, lintel beams 33 ), is intended for filling with thermal insulation material, preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • thermal insulation material preferably mineral wool (including glass wool or rock wool), sheep wool, wood wool, expanded polystyrene (EPS), open cell foam or closed cell foam, cellulose.
  • the construction of the door module (MD) 5, including the protrusion 32 from the sheathing panel 31 , is designed in a way facilitating the linear, flat and parallel installation of modules forming the wall. These properties significantly reduce the time and costs of installing the door modules (MD) 5 themselves, but also of the remaining internal and external layers which form a full building fabric that fulfils all the standards, technical conditions and best practices pertaining to building engineering. This includes a windtight membrane coupled with the building fabric by stapling it with the door modules (MD) 5 by means of construction staples.
  • Adjustable ground beam (PD) 21 depicted in fig. 21.
  • the adjustable ground beam (PD) 21 comprises an oblong horizontal structural element in the form of a flat cuboid as well as an adjustment system located in pre-made openings - anchor holes 38 and muff holes 39.
  • the thickness of this element is adapted to the thickness of the full modules (MP) 1 and ranges within 10 cm to 20 cm, preferably 16 cm.
  • the width of this element ranges within 40 cm to 350 cm, preferably 300 cm, whereas its height ranges within 4 cm to 10 cm, preferably 8 cm. Two or three assemblies of the adjustment system are used depending on the applied width.
  • the element constituting the main part of the adjustable ground beam (PD) 21 in volumetric terms is formed from a material capable of withstanding compressive stress generated by the other elements of the building as well as external loads, in the form of wood or engineered wood, preferably BSH glued wood.
  • the adjustment system comprises a mechanical anchor for installation in the foundation as well as two muffs with threaded bars. As mentioned above, the adjustment system is located in pre-made openings - anchor holes 38 and muff holes 39.
  • the columns (S) 19 comprise one or more vertical structural elements located on ground beams (adjustable ground beam 21 or ground beam 22 ), between the constituent modules of the system (e.g. full module (MP) 1 , door module (MD) 5 ) and below the girts (O) 20.
  • the columns (S) 19 are also used in corners (important in the case of a wall construction). In a corner, the columns (S) 19 are coupled in pairs - 2 x (S) 19 (two corners, therefore 4 x (S) 19 ).
  • the columns (S) 19 brace the construction and transfer vertical loads to elements located below.
  • the thickness of this element is adapted to the thickness of the full modules (MP) 1 and ranges within 10 cm to 20 cm, preferably 16 cm, and ensures the facing of two or three vertical planes of the column 19 and the ground beam (adjustable ground beam 21 or ground beam 22 ).
  • the height of the element ranges within 50 cm to 350 cm.
  • the width is a result of the structural and architectural requirements and ranges within 4 cm to 10 cm, preferably 8 cm.
  • they are coupled by means of wood screws at the final location of building erection.
  • the girt (O) 20 is a horizontal structural element placed on the system modules (e.g. the full module (MP) 1, the door modules (MD) 5 ) and the columns (S) 19.
  • the purpose of the girt (O) 20 is to unify the loads exerted by elements located above and transfer them evenly to elements located below, as well as to couple and brace the walls of the system adjoining at right angles.
  • the thickness of this element is adapted to the thickness of the full modules (MP) 1 and ranges within 10 cm to 20 cm, preferably 16 cm, and ensures the facing of two or three vertical planes of the girt (O) 20 and the modules (e.g. the full module (MP) 1 , the door modules (MD) 5 ) or the columns (S) 19.
  • the width of this element ranges within 30 cm to 600 cm.
  • the height of this element is a result of the structural and architectural requirements and ranges within 4 cm to 10 cm, preferably 6 cm.
  • the presence of two or more layers of girts (O) 20 on top of each other is permissible.
  • the layers of girts (O) 20 should be placed alternately (overlapping) relative to each other and relative to the ground beam, particularly in corners, to ensure the strongest possible coupling of the individual system elements.
  • the adjustable ground beam (PD) 21 is embedded in the foundation, preferably by means of concrete anchors.
  • the full modules (MP) 1 , the door modules (MD) 5 and the columns (S) 19 are coupled to form walls by means of nailing or stapling or adhesion or preferably screwing.
  • the horizontal element, i.e. the girt (O) 20 is appropriately coupled with the elements located below by means of nailing or stapling or adhesion or preferably screwing.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Residential Or Office Buildings (AREA)
EP23460038.5A 2022-11-10 2023-11-10 Set d'éléments de construction préfabriqués Pending EP4407111A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL442779A PL442779A1 (pl) 2022-11-10 2022-11-10 Zestaw prefabrykowanych elementów budowlanych i budynek modułowy z prefabrykowanych elementów budowlanych

Publications (1)

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EP4407111A1 true EP4407111A1 (fr) 2024-07-31

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EP23460038.5A Pending EP4407111A1 (fr) 2022-11-10 2023-11-10 Set d'éléments de construction préfabriqués

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EP (1) EP4407111A1 (fr)
PL (1) PL442779A1 (fr)

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FR2838765A3 (fr) 2002-04-23 2003-10-24 Tecnopan Construction prefabriquee legere provisoire ou definitive
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RU2538573C1 (ru) 2013-12-03 2015-01-10 Степан Георгиевич Тигунцев Способ строительства быстровозводимого здания
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CN108374506A (zh) 2018-05-04 2018-08-07 中清大装配式建筑有限公司 装配式竖向拼接轻薄模板及其施工方法
CN108643403A (zh) 2018-05-18 2018-10-12 中国二十二冶集团有限公司 预制混凝土剪力墙外叶加固方法
CN109930687A (zh) 2019-04-28 2019-06-25 中建科技湖南有限公司 一种装配式建筑施工用独立支撑结构及施工方法
CN110304538A (zh) 2019-07-29 2019-10-08 福建省惠东建筑工程有限公司 一种用于装配式房屋施工工序中的新型吊具
CN110424531A (zh) 2019-07-03 2019-11-08 辽宁煜梽新型建材有限公司 一种装配式建筑施工方法
WO2019217385A1 (fr) * 2018-05-07 2019-11-14 Covestro Llc Structures de paroi en mousse présentant une résistance au cisaillement élevée et leurs procédés de fabrication
CN209817465U (zh) 2019-04-09 2019-12-20 中国建筑第二工程局有限公司 预制柱快速定位校核装置
CN111305556A (zh) 2020-02-28 2020-06-19 中国二十冶集团有限公司 一种装配式建筑的暗柱模板组件及其施工方法
CN210944503U (zh) 2019-10-29 2020-07-07 江苏中惠建设有限公司 一种装配式建筑施工用预制墙体悬吊结构
CN111456432A (zh) 2020-03-16 2020-07-28 秦嘉慧 一种装配式水平拼接模板
CN111779275A (zh) 2020-07-14 2020-10-16 武汉合创炬盛科技有限公司 一种装配式混凝土建筑连通腔封边施工前处理方法
CN111809765A (zh) 2020-06-30 2020-10-23 唐山昱邦新型建材有限公司 一种钢筋搭接连接区叠合连接墙板的施工方法
CN214117496U (zh) 2020-12-28 2021-09-03 李恩云 一种预制建筑施工用组合模板
CN113882446A (zh) 2021-11-03 2022-01-04 浙江广厦建设职业技术大学 一种装配式建筑施工装置
CN113914523A (zh) 2021-11-29 2022-01-11 中交一公局集团有限公司 预制板结构、板状组件、房屋及板状组件制造方法

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CA648208A (en) 1962-09-11 Lesage Gilbert Prefabricated building construction including a metal framework
CA567713A (fr) 1958-12-23 J. Hultquist Victor Structure de construction prefabriquee
DE7131525U (de) 1971-12-09 Luetkenhaus B Mehrteiliges Plattenelement für Fertighaus-Konstruktionen
CA581859A (fr) 1959-08-25 Soloy Hokon Structure de construction prefabriquee
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GB745588A (en) 1953-10-14 1956-02-29 Sydney Hubert Long Improvements in and relating to prefabricated building construction
GB958125A (en) 1959-10-02 1964-05-13 Gilbert Lesage Improvements in or relating to building structures
ES257932A1 (es) 1960-05-07 1960-08-01 Bouza Jaumc Jerenimo Perfeccionamientos introducidos en los procedimientos de construcciën de edificaciones prefabricadas
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US3122223A (en) 1960-07-28 1964-02-25 Glenn J Chell Prefabricated building construction
US3281999A (en) 1962-04-12 1966-11-01 Daniel Keely Prefabricated building construction
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GB1229921A (fr) 1967-02-28 1971-04-28
US3457698A (en) 1967-11-02 1969-07-29 Teunis Albers Prefabricated building construction
US3492767A (en) 1968-02-19 1970-02-03 Core Properties Dev Corp Prefabricated building construction
US3885008A (en) * 1969-11-26 1975-05-20 Robert E Martin Method for producing prefabricated wall section with molded panels
US3623288A (en) 1970-07-23 1971-11-30 Stanley L Horowitz Prefabricated building construction
US3751865A (en) 1971-02-03 1973-08-14 G Brigham Modular building construction
US3828496A (en) 1971-02-16 1974-08-13 G Testaguzza Prefabricated building construction
US3783563A (en) 1971-07-06 1974-01-08 Moorex Ind Inc Prefabricated building components
DE2141268A1 (de) 1971-08-18 1973-03-01 Bernhard Luetkenhaus Fa Bauelement fuer fertighaus-konstruktionen
AU6491974A (en) 1973-01-26 1975-07-31 Bennetts D J Prefabricated building construction
GB1476959A (en) 1974-06-13 1977-06-16 Bennetts D Prefabricated building construction
PH10543A (en) 1974-07-01 1977-06-07 D Bennetts An improved prefabricated building construction
US4154030A (en) 1975-07-10 1979-05-15 Huguet Rafael R Prefab panels and system for building construction
GB1481376A (en) 1975-07-17 1977-07-27 Dow Shuh Chen Building and method of making same
DE2719296A1 (de) 1976-04-30 1977-11-10 Sekisui House Kk Rahmenwerkteile fuer ein zu bauendes gebaeude
FR2439848A1 (fr) 1978-10-25 1980-05-23 Valette Nicole Batiment prefabrique
FR2444760A1 (fr) 1978-12-20 1980-07-18 Blachere Rene Dispositif de prefabrication pour villas et constructions legeres
PH12502A (en) 1979-02-20 1979-04-11 Aguierre Management Corp A C An improved system of prefabricated building construction
US4455793A (en) 1980-07-16 1984-06-26 Franco Nania Prefabricated building block and civil building composed of a plurality of such blocks assembled together
US4858398A (en) 1981-11-23 1989-08-22 Universal Simplex Building System Prefabricated building construction
FR2722228A1 (fr) 1994-07-08 1996-01-12 Sironi Monde Pierre Structure de batiments incorporant des elements prefabriques porteurs avec notament en ossature bois-traite ctbh. avec lames d'air toiture autoportante isolee avec lames d'air elements en acier galvanise plies
KR960008237U (ko) 1994-08-10 1996-03-15 조립식 건축물의 지붕판넬과 벽판넬의 조립시공장치
ES1029330U (es) 1994-11-03 1995-05-01 Arvid Paul Pedersen Panel resistente prefabricado para la construccion de edificaciones.
DE19832410A1 (de) 1998-07-18 2000-01-27 Wolfgang Petry Selbstbau-Fertighaus-Baukastensystem in Leichtbauweise
DE19927817A1 (de) 1999-06-18 2000-12-21 Hugo Haerle Flächiges Bauelement zum Herstellen von Gebäudewänden oder -decken
FR2838765A3 (fr) 2002-04-23 2003-10-24 Tecnopan Construction prefabriquee legere provisoire ou definitive
DE202004008163U1 (de) 2004-05-19 2004-08-05 GH Baubeschläge Hartmann GmbH Verbindungsbeschlag zum Verbinden eines Wandelements mit einer Bodenkonstruktion, insbesondere im Fertighaus-Bau
FR2905131A1 (fr) 2006-08-25 2008-02-29 Gerard Solart Procede d'assemblage de panneaux de murs reproduisant la pierre.
FR2941249A1 (fr) 2009-01-19 2010-07-23 Ecobois Etudes Const Bois Ossature de paroi de construction, paroi de construction comprenant une telle ossature et construction comprenant de telles parois de construction
RU2538573C1 (ru) 2013-12-03 2015-01-10 Степан Георгиевич Тигунцев Способ строительства быстровозводимого здания
CN106149868A (zh) 2015-04-23 2016-11-23 上海凯盾工程技术有限公司 装配式房屋建筑结构体系及其装配方法
CN108374506A (zh) 2018-05-04 2018-08-07 中清大装配式建筑有限公司 装配式竖向拼接轻薄模板及其施工方法
WO2019217385A1 (fr) * 2018-05-07 2019-11-14 Covestro Llc Structures de paroi en mousse présentant une résistance au cisaillement élevée et leurs procédés de fabrication
CN108643403A (zh) 2018-05-18 2018-10-12 中国二十二冶集团有限公司 预制混凝土剪力墙外叶加固方法
CN209817465U (zh) 2019-04-09 2019-12-20 中国建筑第二工程局有限公司 预制柱快速定位校核装置
CN109930687A (zh) 2019-04-28 2019-06-25 中建科技湖南有限公司 一种装配式建筑施工用独立支撑结构及施工方法
CN110424531A (zh) 2019-07-03 2019-11-08 辽宁煜梽新型建材有限公司 一种装配式建筑施工方法
CN110304538A (zh) 2019-07-29 2019-10-08 福建省惠东建筑工程有限公司 一种用于装配式房屋施工工序中的新型吊具
CN210944503U (zh) 2019-10-29 2020-07-07 江苏中惠建设有限公司 一种装配式建筑施工用预制墙体悬吊结构
CN111305556A (zh) 2020-02-28 2020-06-19 中国二十冶集团有限公司 一种装配式建筑的暗柱模板组件及其施工方法
CN111456432A (zh) 2020-03-16 2020-07-28 秦嘉慧 一种装配式水平拼接模板
CN111809765A (zh) 2020-06-30 2020-10-23 唐山昱邦新型建材有限公司 一种钢筋搭接连接区叠合连接墙板的施工方法
CN111779275A (zh) 2020-07-14 2020-10-16 武汉合创炬盛科技有限公司 一种装配式混凝土建筑连通腔封边施工前处理方法
CN214117496U (zh) 2020-12-28 2021-09-03 李恩云 一种预制建筑施工用组合模板
CN113882446A (zh) 2021-11-03 2022-01-04 浙江广厦建设职业技术大学 一种装配式建筑施工装置
CN113914523A (zh) 2021-11-29 2022-01-11 中交一公局集团有限公司 预制板结构、板状组件、房屋及板状组件制造方法

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