WO2019221617A1 - Élément de construction préfabriqué et procédé pour ériger des objets constitués d'éléments de construction préfabriqués - Google Patents

Élément de construction préfabriqué et procédé pour ériger des objets constitués d'éléments de construction préfabriqués Download PDF

Info

Publication number
WO2019221617A1
WO2019221617A1 PCT/PL2018/000121 PL2018000121W WO2019221617A1 WO 2019221617 A1 WO2019221617 A1 WO 2019221617A1 PL 2018000121 W PL2018000121 W PL 2018000121W WO 2019221617 A1 WO2019221617 A1 WO 2019221617A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall
panels
panel
prefabricated construction
walls
Prior art date
Application number
PCT/PL2018/000121
Other languages
English (en)
Inventor
Marek SZOCHNER
Original Assignee
Szochner Marek
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 Szochner Marek filed Critical Szochner Marek
Publication of WO2019221617A1 publication Critical patent/WO2019221617A1/fr

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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/6116—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8676—Wall end details

Definitions

  • the subject of invention is a prefabricated construction element intended for erecting walls and a method for erecting residential, commercial and industrial objects made of prefabricated construction elements.
  • the subject of the invention is a prefabricated building wall self-supporting panel intended for use in low-rise construction, implemented by an industrialized system.
  • the panel with wall elements described here characterizes in that it consists of girders: upper and lower, each of which is made of two reinforced concrete beams with a cross-section in the shape similar to the letter L, which are equipped with steel hooks, used to join reinforced concrete beams with each other as well as to fasten bolts and hooks.
  • the bracing rods are used to integrate girders and wall elements as a whole, while the gap between reinforced concrete beams is filled by the thermal insulation material.
  • the subject of the invention is prefabricated falsework-forming building unit made of expanded polystyrene, used in the construction of load-bearing and partition walls, in particular, of residential houses.
  • the falsework-forming has two side walls, to which transverse elements are attached with a height equal to the height of these walls, which form, at least, two closed chambers.
  • a glass fibre mesh coated with plastic material is glued to a surface of the side walls.
  • the subject of the invention is a prefabricated wall intended for constructing buildings for various purposes and different thermal insulation properties.
  • This wall may be intended for filling framework structures of buildings, curtain wall, a partition wall or a structural wall, especially low buildings.
  • the wall structure consists of prefabricated hollow core boards joined in vertical joint with bolts through the spacer. The spacer enables dry fastening of external finishing elements and internal finishing elements, such as dry plaster, panelling, etc.
  • Another type of known and applied solutions for building walls out of prefabricated elements include the use of relatively small building blocks.
  • the disadvantage of these solutions is time-consuming, and thus extending the construction time.
  • erection of objects made of this type of prefabricated elements is possible only with the participation of a qualified workforce.
  • Prefabricated building blocks of smaller size and methods of erecting buildings with them require carrying out time-consuming works based on combining individual prefabricates.
  • Magnesium panels called "MgO panels” are widely known from the chemical symbol magnesium Mg and oxygen O, which are manufactured as construction boards with a wide range of applications.
  • the natural raw material is magnesium oxide - a type of mineral cement.
  • Standard magnesium boards are a layer board consisting of a core of powdered pearlite surrounded on both sides with a glass fibre mesh and magnesium layer MgO or magnesium-cement often reinforced (in a dispersed way) with cellulose fibre with the addition of other derivatives of magnesium compounds such as magnesium chloride - MgCI2 or magnesium sulphates.
  • Cement-particle boards are also commonly known, the advantage of which is that they are a fully ecological material. They do not contain any harmful substances like asbestos or formaldehyde. They are resistant to solvents, oils and greases.
  • the aim of the invention is to develop prefabricated construction elements using the properties of MgO boards and cement-particle boards, which will enable poorly qualified workers to implement a simple, fast and economical method of building objects from prefabricated construction elements, significantly limiting, at the same time, necessity to use in the construction process specialized, heavy equipment.
  • a prefabricated construction element that is the subject of the invention is a panel consisting of two walls joined together, i.e. an inner wall and an outer wall, which are joined by means of at least one fastener, however between the inner wall and the outer wall there is an additional filling, which is preferably a concrete mix.
  • the essence of the developed element is that the developed panel is equipped with splines that are fixed to the panel on its walls from the inside, i.e. both to the inner wall and the outer wall. These splines are placed out of, at least, one edge of the inner wall and the outer wall of the panel.
  • - inner wall is made of magnesium board (MgO) or a cement-particle board
  • the outer wall is one-layer wall and is made of a magnesium board (MgO) or a cement-particle board or a thermal- insulating material.
  • - inner wall is made of a magnesium board (MgO) or a cement-particle board
  • the outer wall is two-layer wall and consists of either a magnesium board (MgO) or a cement-particle board and a thermal insulation material and then a magnesium board (MgO) or a cement- particle board is the outer part of the panel (1), while the insulating material is the inner part of the panel (1), between the additional filling material (8), and the magnesium board (MgO) or the cement- particle board, depending on which one was used.
  • the panel also preferably has at least one lower reinforcement, usually in the form of bracket.
  • the fastener is in the form of a tube, a rectangular plate, a sheet or a block, for example a prism, and fixed to the inner wall and the outer wall permanently by means of a binder.
  • the splines are fastened to the panel on its walls from the inside by means of a set of bolts, screws, rivets, adhesive or other bonding mass.
  • the panel has at least one side wall.
  • At least one overflow opening is made.
  • the outer wall of the panel is higher than the inner wall.
  • a prefabricated construction element which is a lintel or under window element - the panel is equipped with at least one, usually horizontal, additional wall that forms the upper or lower part of the panel, (figures 41 and 43).
  • the panel has at least one marker, preferably in the form of QR code or bar code.
  • the developed panel has at least one installation trough.
  • the walls made of panels are equipped with placed and protruding reinforcement.
  • a side wall is used to introduce the construction joint (movement joint; dilatation).
  • the construction joint movement joint; dilatation.
  • the prefabricated construction element in the form of a post are four set panels that are joined together so that they form a square in cross-section.
  • the external walls made of magnesium (MgO) or cement-particle board are the external surfaces of the post in which the reinforcement is placed.
  • the building partition i.e. a wall
  • prefabricated construction elements in the form of panels consisting of two walls joined together, i.e. the inner wall and outer wall, which is are factory-joined by means of at least one fastener.
  • the essence of this method lies in the fact that the panels are made using magnesium boards (MgO) or cement-particle boards.
  • MgO magnesium boards
  • cement-particle boards In the panel there are factory-mounted permanent splines so that they are led out of at least one edge of the inner wall and the outer wall of the panel and are fixed to both the inner wall and the outer wall in such a way that after the panels are assembled the splines of the adjacent panels adjoin.
  • the panels prepared for assembly are factory-adjusted:
  • the panels are prepared so that their outer wall is one- or two- layer, and then the single-layer outer wall is made of a magnesium board or a cement-particle board or a thermal-insulating material, whereas the outer wall in a two-layer variant consists of both a magnesium board or cement-particle board as well as thermal insulation material,
  • At least one lower reinforcement is fastened, for example in the form of a bracket,
  • the panels are equipped with installation troughs
  • the fasteners are arranged so that their greatest concentration is located at the lower part of the panel, - preferably, lintels made of panels are usually equipped with horizontal additional walls that form the upper or lower part of the panel (figures 41 and 43),
  • the panels are equipped with markings, i.e. markers, e.g. in the form of a Q.R code or bar code, preferably, the panel is equipped with a side wall that is vertical and perpendicular to the walls in the base panel, i.e. to its inner wall and outer wall and placed inside the panel, preferably so that the location of the side wall that forms the construction joint does not coincide with the edge of the panel.
  • markings i.e. markers, e.g. in the form of a Q.R code or bar code
  • the panel is equipped with a side wall that is vertical and perpendicular to the walls in the base panel, i.e. to its inner wall and outer wall and placed inside the panel, preferably so that the location of the side wall that forms the construction joint does not coincide with the edge of the panel.
  • the panels that are delivered to the construction site are placed in the arranged spot and positioned by attaching subsequent, fixed panels to adjacent panels and merging them together. Every spline is screwed - preferably by means of bolts, screws or rivets - to an adjacent panel, and then after assembly of complete, first row of panels is filled with filling material, preferably concrete mix.
  • filling material preferably concrete mix.
  • the process of laying and filling subsequent layers of panels is possibly repeated so as to reach the desired height of a given storey.
  • the ceiling is made using known methods, if it is planned to build another storey of the building, then the process described above is repeated in a similar manner.
  • next row of panels When the next row of panels is planned, their lower row is filled in such a way as not to fill the panels to their upper edge, leaving an unobstructed space for inserting splines of the next, higher row of panels. Then, after filling with additional filling material the lower row of panels, and after at least initial setting of the filling material- at least after 1 ⁇ 4 hour the next row of panels is arranged on them and fastened higher, in a similar way, which is filled with additional filling material, at the same time filling with the additional filling material also the upper part of the previous row panels.
  • the panels with at least one additional lower reinforcement are preferably used.
  • the place, where the panel is to be built is read and arranged on its basis, corresponding to the designed position, which has been recorded, usually coded at the stage of designing and making prefabricated construction elements, during the preparation of the construction process of a given object.
  • the marker is read using a suitable device, e.g. applications in a mobile phone or using BIM (Building Information Modelling) software.
  • the main advantage of the developed prefabricated construction elements and the method of erecting objects with their application is the reduction of time and a significant reduction in the cost of construction works, primarily due to their simplification and acceleration.
  • the building constructed with the developed method can be erected by a smaller number of workers than before.
  • the manufactured elements are light enough that their transport to the construction site is economical.
  • a heavy concrete that fill them (the use of which is required for currently constructed objects with a certain standard) is collected from the nearest concrete mixing plant.
  • prefabricated elements used in the developed method of erecting objects are so large that using them enables fast construction of large surfaces. These elements are also so light that it is possible and easy to set them up properly without the need to use specialized equipment for this purpose.
  • the inner wall and the outer wall are made of magnesium boards (MgO) or of cement- particle boards.
  • An important advantage of the panel made of MgO board is the improvement of technical parameters that a given partition shows, e.g. improving its fire resistance.
  • the partition made of the above mentioned boards thanks to the aesthetics of their surfaces, does not require additional plastering. For finishing, it is enough to make only a thin-layer coat on it and apply a paint coat. It also essentially affects the acceleration and reduction of the investment process costs.
  • the developed invention provides for the possibility of introducing markers placed on individual panels, which being an element of the coding system of individual elements, enable precise planning as well as determining the location of their position. As a result, their search, settlement and installation in the area of the erected building, at the construction site, is easy.
  • fig.l - shows a vertical cross-section through a wall made of three stacked sets of panels with rectangular fasteners
  • fig.2 - shows a vertical cross-section through a wall made of three stacked sets of panels with tubular fasteners
  • fig.3 - shows a vertical cross-section through a wall, also made of three stacked sets of panels with tubular fasteners, which is filled with an additional filling material
  • fig.4 - shows a cross-section through a three-layer wall, i.e. a wall understood as a building partition with: an inner wall, an outer wall (a single-layer made of a board) and an additional filling material placed between them,
  • fig.5 - shows a cross-section through a three-layer external wall, i.e. a wall understood as a building partition with: an inner wall, an outer wall (single-layer of thermal insulation) and an additional filling material placed between them
  • fig.6 - shows a cross-section through a four-layer wall, i.e. a wall understood as a building partition with: an inner wall, an outer wall (a double-layer of thermal insulation and a board) and an additional filling material placed between them
  • fig.7 - shows a section through a three-layer wall, i.e.
  • fig.8 - shows a cross-section through a three-layer outer wall, i.e. a wall understood as a building partition with: an inner wall, an outer wall (a single-layer with thermal insulation) and with an additional filling inserted between them, and also with the installation trough
  • fig.9 - shows a cross-section through a four-layer wall, i.e. a wall understood as a building partition with: an inner wall, an outer wall (a double-layer with thermal insulation and a board) and an additional filling material inserted between them, as well as installation trough,
  • fig.10 - shows, in an axonometric view, a building corner made of basic panels with rectangular fasteners joining boards,
  • fig.ll - shows, in an axonometric view, a building corner made of basic panels with tubular fasteners
  • fig.12 - shows, in an axonometric view, a building corner made of panels in a variant with an outer wall made of a thermal insulation material with tubular fasteners,
  • fig.13 - shows, in axonometric view, a building corner made of panels in a variant with a two-layer outer wall with tubular fasteners,
  • fig.14 - shows, in an axonometric view, a building corner made of panels in a variant with an outer wall made of a thermal insulation material with tubular fasteners and installation troughs,
  • fig.15 - shows, in an axonometric view, a building corner with a window opening made of panels in a variant with an outer wall made of a thermal insulation material with tubular fasteners,
  • fig.16 - shows in axonometric view a fragment of a wall arranged with basic panels with tubular fasteners
  • fig.17 - shows the lower base panel in axonometric view with lower reinforcement and rectangular fasteners adjusted for joining the walls, shown without the inner wall,
  • fig.18 - shows the lower base panel in axonometric view with lower reinforcement and with rectangular fasteners joining the walls
  • fig.19 - shows in an axonometric view the lower base panel with lower reinforcement, side wall and tubular fasteners, showed without inner wall
  • fig.20 - shows in an axonometric view the lower base panel with lower reinforcement, side wall, overflow openings in the inner wall and tubular fasteners,
  • fig.21 - shows in an axonometric view the lower panel in a variant with an outer wall made of a thermal insulation material with a lower reinforcement with two side walls on the sides and with tubular fasteners, shown without the inner wall
  • fig.22 - shows, in axonometric view, the lower panel in a variant with an outer wall made of a thermal insulation material with lower reinforcement with two side walls and with tubular fasteners
  • fig.23 - shows in axonometric view the lower panel in a variant with a two-layer outer wall with a lower reinforcement with a side wall with overflow openings made therein and with tubular fasteners, shown without an inner wall
  • fig.24 - shows in axonometric view the lower panel in a variant with a two-layer outer wall with lower reinforcement, a side wall with overflow holes made therein and with tubular fasteners
  • fig.25 - shows, in axonometric view, the middle panel in a variant with a two-layer outer wall with not only side splines, but also along the top and lower edges of the panel and with tubular fasteners, shown without the inner wall,
  • fig.26 - shows, in axonometric view, a middle panel in a variant with a two-layer outer wall with not only side splines, but also along the top and lower edges of the panel and with tubular fasteners,
  • fig.27 - shows in an axonometric view the central base panel with splines on one side and also along the top and lower edges of the panel, with a side wall and with rectangular fasteners, showed without the inner wall,
  • fig.28 - shows in an axonometric view the central basic panel with splines on one side and also along the top and lower edges of the panel, with a side wall, overflow openings in the inner wall and with rectangular fasteners
  • fig.29 - shows in an axonometric view the central basic panel with splines along the top and lower edges of the panel, with two side walls and with tubular fasteners, showed without an inner wall
  • fig.30 - shows in an axonometric view the central base panel with splines along the top and lower edges of the panel, with two side walls and with tubular fasteners,
  • fig.31 - shows in an axonometric view, the central panel in the variant with an outer wall made of thermal insulation material with splines on one side and also along the top and lower edges of the panel, with a side wall and overflow openings and tubular fasteners made in it, showed without the inner wall,
  • fig.32 - shows in an axonometric view, the central panel in the variant with an outer wall made of a thermal insulation material with splines on one side and also along the top and lower edges of the panel, with a side wall and overflow holes and with tubular fasteners made in it,
  • fig.33 - shows in an axonometric view, the upper base panel, with the upper outer wall and the tubular fasteners, showed without the inner wall,
  • fig.34 - shows in an axonometric view, the upper base panel, with the upper outer wall and the tubular fasteners,
  • fig.35 - shows in an axonometric view, the upper panel in a variant with an outer wall made of a thermal insulation material, with a higher outer wall, side wall and with tubular fasteners, showed without the inner wall,
  • fig.36 - shows, in an axonometric view, the upper panel in a variant with an outer wall made of a thermal insulation material, with a higher outer wall, side wall and with tubular fasteners, with overflow openings in the inner wall,
  • fig.37 - shows in an axonometric view, the top panel in a variant with a two-layer outer wall, with a higher outer wall, side wall with overflow openings and with tubular fasteners, showed without the inner wall
  • fig.38 - shows, in an axonometric view, the upper panel in a variant with a higher two-layer outer wall, and with side wall with overflow openings and with tubular fasteners
  • fig.39 - shows in an axonometric view, the upper base panel with the upper outer wall, the side wall with overflow openings and rectangular fasteners, showed without the inner wall,
  • fig.40 - shows in an axonometric view, the upper base panel, with the upper outer wall, side wall with overflow openings and with rectangular fasteners
  • fig.41 - shows in an axonometric view, the panel in the variant with the higher outer wall made of a thermal insulation material that forms a lintel, with tubular fasteners
  • fig.42 - shows in an axonometric view, the upper panel in the variant with the higher outer wall made of a thermal insulation material, with a cut-out for the panel that forms the lintel and with tubular fasteners,
  • fig.43 - shows in an axonometric view, the base panel with a higher outer wall that forms a lintel, with tubular fasteners,
  • fig.44 - shows in an axonometric view, the upper base panel with the upper outer wall, with a cut out for the panel that forms lintel and with tubular fasteners
  • fig.45 - shows a section through the lower panel with the outer wall made of a thermal insulation material, showing the location of the lower reinforcement relative to the panel layers
  • fig.46 - shows the detail of joining two panels and the position of the splines in a panel variant with a two-layer outer wall
  • fig.47 - shows a panel with a marker in an axonometric view.
  • the developed invention provides for the building partition, i.e. walls made of prefabricated construction elements, i.e. panel 1, each of which consists of two walls joined together, i.e. the inner wall 2 and the outer wall 3.
  • the developed prefabricated construction element forms therefore a panel 1, which is manufactured in the factory by combining, at least, the following elements: the inner wall 2 and the outer wall 3, which are joined by means of fasteners 4.
  • Each fastener 4 may be in the form of a tube, a rectangular plate, a sheet or a block, for example a prism, and is fixed to the inner wall 2 and the outer wall 3 permanently using binder 5.
  • binder 5 for example, a set of bolts, screws, rivets, adhesive or other bonding compound is used.
  • fastener 4 To join walls of the panel 1 must be used at least one fastener 4. If there is more than one, they are arranged so that the greatest concentration of fasteners 4 occurred in the lower part of the panel 1.
  • the fasteners 4 are preferably made of plastic material.
  • Panels 1 must be fitted with splines 7.
  • the task of the splines 7 is mutual blocking, bonding and stabilizing of adjacent panels 1 once they have been positioned at the installation site, for the time necessary to stabilize the panels 1 pre-attached with additional filling material 8 (e.g. with concrete mix), which the panels 1 are filled with immediately after positioning.
  • additional filling material 8 e.g. with concrete mix
  • the splines 7 are permanently attached to the panel 1, on its walls from the inner side also by means of a set of bolts, screws, rivets, adhesive or other bonding material. They are attached to both the inner wall 2 and the outer wall 3 in such a way that, after the panels 1 have been assembled, the splines 7 of the adjacent panels 1 will adjoin. After setting adjacent panels 1, they are joined together by screwing each spline 7 with bolts, screws or rivets to the adjacent panel 1.
  • the splines 7 are placed outside, at least, one edge of the inner wall 2 and the outer wall 3 of the panel 1.
  • the panels 1, especially corner ones, may have one or two side walls 9.
  • overflow openings 10 can be made, through which, during filling of the panels 1 with the additional filling material 8, it overflows and consolidates the masses on their both sides.
  • the height of the panels 1 generally do not exceed the height of 1.5 meters and they are designed so that the height of usually three panels 1 arranged adequately on each other corresponds to the designed height of a given storey in the building.
  • the total width of panels 1 in a given wall of an erected object is at the design and manufacturing stage of prefabricated construction elements adapted to the construction design, preferably being a multiple of 30 centimetres.
  • Additional filling material 8 can be appropriately compacted with vibrators. Then, after positioning and filling panels 1 of one row, after filling them with filling material 8 and after at least pre-setting of the filling material, possibly a further row of panels 1 is arranged on them.
  • next row of panels 1 is positioned so that the vertical joining points of the adjacent panels 1 of individual rows adjoin the vertical joining points of the adjacent panels 1 of the other rows.
  • the second row of panels 1 - after at least 15 minutes - is filled with additional filling material 8, as was the case with the first row of panels 1. At this point, also the upper part of panels 1 of the previous row, is filled with additional filling material 8.
  • the last and highest row of panels 1 on a given storey arranged and prepared earlier may have an outer wall 3 higher than the inner wall 2 by the arranged ceiling height, which will be laid over the storey. Then, filling the last, top layer of panels 1 with additional filling material 8, panel 1 is filled with filling 8 to the inner wall's 2 height. In the case of division wall, both described walls will have an equal height.
  • Panels 1 form a stay-in-place formwork. This is a formwork that after being filled (for example pouring concrete) - does not need to be dismantled, but remains a part of the built building partition.
  • its inner wall 2 and the outer wall 3 - are made of magnesium boards (MgO) or of cement- particle boards.
  • the outer wall 3 can be one or two-layer.
  • the single-layer outer wall 3 can be made of a magnesium board or a cement-particle board, but it can also be made of a thermal insulation material, e.g. polystyrene, styrodur or mineral wool.
  • the outer wall 3 in a two-layer variant consists of either a magnesium board or a cement-particle board as well as a thermal insulation material. Then, the magnesium board or cement-particle board forms the outer part of the panel 1, while the insulating material is the inner part of the panel 1, between the magnesium board or the cement-particle board (depending on which one was used) and the additional filling material 8.
  • the panels 1 are designed in such a way that they are adapted in advance to the window and door openings. Some of them are, among others, lintels. Such panels are equipped with regular horizontal additional walls 12 that form the upper or lower part of the panel 1 (figs. 41 and 43).
  • the panels 1 can be equipped with markings, i.e. markers 13, e.g. in the form of a QR code or a bar code. Such designation is different on each prefabricated element, i.e. on each panel 1.
  • the marker 13 is read using a suitable device, e.g. application in a mobile phone, or using the software BIM (Building Information Modelling), which is used more and more frequently in the construction industry, which supports building information about a given element. It is then possible to precisely determine the place in which a given panel 1 should be located as planned.
  • a suitable device e.g. application in a mobile phone, or using the software BIM (Building Information Modelling), which is used more and more frequently in the construction industry, which supports building information about a given element. It is then possible to precisely determine the place in which a given panel 1 should be located as planned.
  • BIM Building Information Modelling
  • the panels 1 can be additionally equipped with installation troughs 11.
  • the walls made out of panels 1 in the manner described can be additionally equipped with reinforcement placed and exposed. They are used when there is a necessity of pouring out of reinforced concrete walls, that is, using a reinforced concrete structure in the building.
  • the places are determined where the construction joint (movement joint; dilatation) should occur and the panels 1 can be appropriately prepared for the construction joint.
  • the length of the panel 1 is then set and an additional side wall 9 is placed in the planned location, which in this case is a construction joint.
  • the side wall 9 (which is always vertical and perpendicular to the base wall in the panel 1, i.e. to its inner wall 2 and the outer wall 3), because it forms construction joint element - is placed inside the panel 1.
  • the location of the side wall 9 that forms a construction joint does not coincide with the edge of the panel. Then, during the operation of the building, there will not appear visible cracks on the outside walls.
  • the solution also provides the possibility of making building posts out of developed panels 1.
  • the panels 1 are then selected so that the outer walls 3 of the post are made of and formed magnesium or cement-particle boards.
  • the height of the post depends on the planned height of the storey and starts on the upper surface of the ceiling of the lower storey, and ends on the lower surface of the ceiling of the upper storey.
  • Developed prefabricated construction elements can be used to build outer construction walls, outer insulating walls, inner construction walls, partition walls, partitions between residential rooms, and a staircase, or a corridor and lintels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

L'invention concerne un élément de construction préfabriqué et un procédé pour ériger des objets au moyen de cet élément. Des panneaux développés (1) sont fabriqués à l'aide de plaques de magnésium (MgO) ou de particules de ciment. Les cannelures (7) sont fixées de manière permanente dans le panneau (1) de sorte qu'elles sont placées à l'extérieur d'au moins un bord de la paroi interne (2) et de la paroi externe (3) du panneau (1). Les panneaux (1) peuvent être préparés précédemment et adaptés aux besoins de l'objet, puis : les panneaux (1) sont préparés, dont la paroi externe (3) a une ou deux couches, puis la paroi externe (3) d'une seule couche est constituée d'une plaque de magnésium ou de particules de ciment ou d'un matériau d'isolation thermique, tandis que la paroi externe (3) de deux couches est constituée d'une plaque de magnésium ou de particules de ciment et d'un matériau d'isolation thermique. Parfois, dans la paroi interne (2), la paroi externe (3) ou la paroi latérale (9), des ouvertures de trop-plein (10) sont réalisées, ainsi que des renforts inférieurs (6) par exemple sous la forme d'un support, des creux d'installation (11), des parois supplémentaires horizontales (12) qui forment la partie supérieure ou inférieure du panneau (1), et des découpes supplémentaires. Les panneaux (1) sont de préférence équipés de repères, c'est-à-dire des marqueurs (13), par exemple sous la forme d'un code QR ou d'un code à barres.
PCT/PL2018/000121 2018-05-15 2018-11-29 Élément de construction préfabriqué et procédé pour ériger des objets constitués d'éléments de construction préfabriqués WO2019221617A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PL42555918A PL425559A1 (pl) 2018-05-15 2018-05-15 Prefabrykowany element budowlany oraz sposób wznoszenia obiektów prefabrykowanych elementów budowlanych
PLP.425559 2018-05-15

Publications (1)

Publication Number Publication Date
WO2019221617A1 true WO2019221617A1 (fr) 2019-11-21

Family

ID=64901632

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/PL2018/000121 WO2019221617A1 (fr) 2018-05-15 2018-11-29 Élément de construction préfabriqué et procédé pour ériger des objets constitués d'éléments de construction préfabriqués

Country Status (2)

Country Link
PL (1) PL425559A1 (fr)
WO (1) WO2019221617A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112819338A (zh) * 2021-02-02 2021-05-18 郑州铁路职业技术学院 一种基于物联网的装配式建筑施工质量监测***
CN112818440A (zh) * 2020-12-31 2021-05-18 中建材行业生产力促进中心有限公司 装配式建筑条板内隔墙及其排板方法和建造方法
WO2021207786A1 (fr) * 2020-04-15 2021-10-21 Design Flow Pty Ltd Barrière
CN115129958A (zh) * 2022-08-17 2022-09-30 北京市政路桥股份有限公司 一种基于bim技术的预制梁可视化排产方法
CN115186350A (zh) * 2022-07-20 2022-10-14 中国建筑西南设计研究院有限公司 过梁生成方法、装置、电子设备及存储介质

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1223751A (en) * 1968-01-04 1971-03-03 Stafford Concrete Products Ltd Building with incorporated shuttering
DE2536552A1 (de) * 1975-08-16 1977-02-17 Geb Rexin Elisabeth Jochum Schalungselement fuer schuettbeton oder stahlbeton zum herstellen von betonbauten
PL295375A1 (en) 1992-07-21 1994-01-24 Antoni Cyrul Prefabricated falsework-forming building unit
PL166533B1 (pl) 1991-11-13 1995-05-31 Przed Przemyslu Betonow Prefab Samonośna płyta ścienna prefabrykowana
US5428932A (en) * 1993-02-17 1995-07-04 Gruber; Eva Wall panel, in particular double-wall panel
PL194292B1 (pl) 1996-10-16 2007-05-31 Technology Holdings Nv Sposób budowania członów ściennych, podłogowych lub sufitowych na miejscu i człon ścienny, podłogowy lub sufitowy
CN101255751A (zh) * 2004-05-10 2008-09-03 邱则有 一种现浇砼用模壳构件
CN201339317Y (zh) * 2008-06-13 2009-11-04 史春月 一种浇注墙用板式建筑组件
US20110023409A1 (en) * 2009-07-30 2011-02-03 Kenneth Roger Krantz Safedek
US20130185026A1 (en) * 2009-12-18 2013-07-18 John Louis Vanker Method and system of using standardized structural components
US20160281355A1 (en) * 2008-04-03 2016-09-29 Paladin Industrial, Llc Wall forming system and kit thereof
US20180044914A1 (en) 2016-04-16 2018-02-15 Lazaro A. Martinez Block-Interlocking Module-based (BIM-based) System to build architectural structures

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1223751A (en) * 1968-01-04 1971-03-03 Stafford Concrete Products Ltd Building with incorporated shuttering
DE2536552A1 (de) * 1975-08-16 1977-02-17 Geb Rexin Elisabeth Jochum Schalungselement fuer schuettbeton oder stahlbeton zum herstellen von betonbauten
PL166533B1 (pl) 1991-11-13 1995-05-31 Przed Przemyslu Betonow Prefab Samonośna płyta ścienna prefabrykowana
PL295375A1 (en) 1992-07-21 1994-01-24 Antoni Cyrul Prefabricated falsework-forming building unit
US5428932A (en) * 1993-02-17 1995-07-04 Gruber; Eva Wall panel, in particular double-wall panel
PL194292B1 (pl) 1996-10-16 2007-05-31 Technology Holdings Nv Sposób budowania członów ściennych, podłogowych lub sufitowych na miejscu i człon ścienny, podłogowy lub sufitowy
CN101255751A (zh) * 2004-05-10 2008-09-03 邱则有 一种现浇砼用模壳构件
US20160281355A1 (en) * 2008-04-03 2016-09-29 Paladin Industrial, Llc Wall forming system and kit thereof
CN201339317Y (zh) * 2008-06-13 2009-11-04 史春月 一种浇注墙用板式建筑组件
US20110023409A1 (en) * 2009-07-30 2011-02-03 Kenneth Roger Krantz Safedek
US20130185026A1 (en) * 2009-12-18 2013-07-18 John Louis Vanker Method and system of using standardized structural components
US20180044914A1 (en) 2016-04-16 2018-02-15 Lazaro A. Martinez Block-Interlocking Module-based (BIM-based) System to build architectural structures

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021207786A1 (fr) * 2020-04-15 2021-10-21 Design Flow Pty Ltd Barrière
CN112818440A (zh) * 2020-12-31 2021-05-18 中建材行业生产力促进中心有限公司 装配式建筑条板内隔墙及其排板方法和建造方法
CN112819338A (zh) * 2021-02-02 2021-05-18 郑州铁路职业技术学院 一种基于物联网的装配式建筑施工质量监测***
CN112819338B (zh) * 2021-02-02 2023-05-23 郑州铁路职业技术学院 一种基于物联网的装配式建筑施工质量监测***
CN115186350A (zh) * 2022-07-20 2022-10-14 中国建筑西南设计研究院有限公司 过梁生成方法、装置、电子设备及存储介质
CN115129958A (zh) * 2022-08-17 2022-09-30 北京市政路桥股份有限公司 一种基于bim技术的预制梁可视化排产方法

Also Published As

Publication number Publication date
PL425559A1 (pl) 2019-11-18

Similar Documents

Publication Publication Date Title
AU2017203291B2 (en) Stronger wall system
WO2019221617A1 (fr) Élément de construction préfabriqué et procédé pour ériger des objets constitués d'éléments de construction préfabriqués
US9151046B1 (en) Concrete slab having integral wall base forms and wall base plates for automated construction and system thereof
US20100058687A1 (en) Method of constructing a multi-storey building using prefabricated modular panels
CA2829321C (fr) Procede de construction utilisant des panneaux s'etendant sur plusieurs etages
EP1971727B1 (fr) Construction de batiments
AU2020101810A4 (en) Insulated and prefinished wall panel and wall cladding assembly
US20140144091A1 (en) Composite wall panel, wall system and components thereof, and a method of construction thereof
AU2017258845B2 (en) Improved composite concrete and framing system and method for building construction
WO2011127522A1 (fr) Procédé de formation d'un élément structural et procédé de construction d'une structure
WO2013073974A2 (fr) Système de construction de mur
EP1736609A1 (fr) Systeme de construction a partir de panneaux prefabriques et panneau prefabrique
CA2639339A1 (fr) Methode de construction d'un immeuble de plusieurs etages a l'aide de panneaux modulaires prefabriques
AU2023202638A1 (en) Panel
EP3911805A1 (fr) Système et procédé de construction
EP4225999A1 (fr) Panneaux modulaires et système d'utilisation desdits panneaux
IE84811B1 (en) Construction of buildings
PL233425B1 (pl) System prefabrykowanych paneli do montażu w układzie modularnym oraz układ przegród budynku zbudowanych z tych paneli
CZ19322U1 (cs) Nízkoenergetický dům
HU180560B (hu) Épületszerkezet
ITUD20000089A1 (it) Procedimento per la realizzazione di edifici ed edificio realizzato mediante tale procedimento
BG62451B1 (bg) Набор от готови модулни строителни елементи

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18827279

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18827279

Country of ref document: EP

Kind code of ref document: A1