EP1795666A1 - Stützträgerelement, Bausystem und Verfahren - Google Patents

Stützträgerelement, Bausystem und Verfahren Download PDF

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Publication number
EP1795666A1
EP1795666A1 EP05077844A EP05077844A EP1795666A1 EP 1795666 A1 EP1795666 A1 EP 1795666A1 EP 05077844 A EP05077844 A EP 05077844A EP 05077844 A EP05077844 A EP 05077844A EP 1795666 A1 EP1795666 A1 EP 1795666A1
Authority
EP
European Patent Office
Prior art keywords
beam member
floor
reinforcement
elements
beam element
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Withdrawn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
EP05077844A
Other languages
English (en)
French (fr)
Inventor
Michael Jacobus Gerhardus Bartels
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.)
Bartoli NV
Original Assignee
Bartoli NV
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 Bartoli NV filed Critical Bartoli NV
Priority to EP05077844A priority Critical patent/EP1795666A1/de
Publication of EP1795666A1 publication Critical patent/EP1795666A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members
    • E04B5/265—Monolithic filling members with one or more hollow cores
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/18—Means for suspending the supporting construction

Definitions

  • the present invention relates to a beam element, to a building system which uses the beam element and to a method for constructing a building using the beam element.
  • the building system may comprise all structural components for constructing a building.
  • the building system, the beam element and/or the method may be used in the construction of houses as well as the construction of offices and commercial properties.
  • Known buildings such as apartment buildings, are constructed from concrete building elements. Vertical columns are connected to one another by horizontally fitted metal profiled sections.
  • Known metal profiled sections comprise a flat flange, on which a frustoconical bent profiled section is arranged. Due to the shape of the cross section, the known profiled section is also referred to as a "hat girder", as, in use, the bent profiled section is above the flat flange.
  • Floor panels are arranged on the flange extending laterally relative to the bent profiled section in order to form a floor of the building.
  • concrete is then applied in order to create a connection between the floor panels and the metal profiled section and in order to create a floor, the upper surface of which is flat.
  • Buildings may comprise a detachable system floor or a detachable system ceiling in order to hide lines from view.
  • the lines such as electrical wires, sewage pipes, heating pipes, wires of a computer network or for air conditioning, are arranged between floor panels of the building and the system floor and system ceiling, respectively.
  • the above-described metal profiled sections are relatively expensive.
  • the metal of the profiled section can melt if a fire breaks out in the building.
  • the invention provides a beam element, comprising:
  • the beam element is a fully equivalent replacement of the known metal profiled section in terms of load-bearing capacity and strength but is at the same time significantly cheaper.
  • the cost savings achieved by using a beam element according to the invention for transverse connections between columns or other building elements, such as walls and similar structures, is for example approximately 50%. Its use for constructing buildings is possible because the external part of the reinforcement is capable of resisting the pressure force which acts on the external part when a floor element is placed on the beam member.
  • the external part of the reinforcement comprises a bar member which extends approximately parallel to the beam member and to which supporting elements are attached at an angle.
  • the supporting elements attached at an angle to the bar member prevent the bar member from buckling.
  • the supporting elements are attached by means of at least a double weld. Consequently, forces exerted on the bar member are virtually completely transferred to the supporting elements.
  • a supporting element may bend or hinge about the weld seam and may even break away.
  • the weld seams cannot act as a pivot and, at the same time, a stronger connection is achieved.
  • Simultaneous welding of the two seams prevents the supporting element from becoming warped during welding.
  • Simultaneous welding is preferably carried out using a welding robot, which not only welds simultaneously, but also for an equal period and over an equal length of every weld seam. In this manner, identical and strong welded joints are produced which generate as little tension as possible in the bars.
  • the double weld may have a cross-sectional area which is larger than or equal to the cross-sectional area of the respective supporting element, thus transferring the forces as completely as possible.
  • a duct is arranged in the beam member which extends from one side of the beam member to another side.
  • the duct forms a passage for lines.
  • the beam element can thus be used in combination with system ceilings. Lines which are arranged on the system ceiling can run through the duct.
  • the internal part of the reinforcement may comprise several bar members which extend approximately parallel to a longitudinal axis of the beam member. These bar members arranged in the beam member ensure that the tensile force which is exerted on the beam member, for example when a floor element is placed theron, is absorbed.
  • the bar members may be connected to the supporting elements of the external part of the reinforcement.
  • the duct extends in a width direction of the beam member.
  • An above-described beam element is rigid and has a large load-bearing capacity.
  • the reinforcement is for example made of metal, such as steel and in particular reinforcing steel.
  • the supporting elements and/or the bar members may be tubular, thereby further increasing the strength of the reinforcement.
  • the invention provides a building system for constructing a building, comprising a beam element such as described above.
  • the beam element of the building system is provided with a duct, a floor element extending laterally from the beam element and a system ceiling extending laterally from the beam element which is arranged below the floor element in order to form an intermediate space, the duct of the beam element adjoining the intermediate space between the floor element and the system ceiling.
  • Lines can thus be moved, replaced, repaired or added relatively easily. It is also possible to fit additional connections to lines. Contrary to what is the case when a prior art solid concrete beam or metal profiled section is used, no chases have to be cut in order to make modifications, as the beam element comprises a duct which adjoins the space between the floor and the system ceiling.
  • the reinforcement of the beam element according to the invention has a load-bearing capacity which is such that the ducts can be recessed in the concrete.
  • the invention provides a method for constructing a building, comprising the steps of:
  • the setting material is concrete. Concrete has properties which are suitable for bringing about a connection.
  • the building elements comprise upright building elements, such as columns, walls and similar structures.
  • a building constructed using a building system 1 comprises floors, wall elements and beam elements and columns.
  • the floors comprise floor elements or floor panels.
  • the columns 2 are arranged at corners of the floors and are placed vertically, at right angles to the floor.
  • the beam elements 4, 6 are arranged under the edges of the floor elements 8 and extend horizontally from column to column.
  • the beam element 6 comprises a bottom part 10 which is wider than a top part 12 arranged on top thereof.
  • the floor elements may be hollow floors, as introduced onto the market by the applicant.
  • the floor elements may also comprise standard floor panels available on the market, such as duct panels, see Fig. 2.
  • the floor 20 shown in Fig. 2 comprises floor panels 22.
  • the floor panels are concrete duct panels which are flat and elongate. Openings 24 which extend through the entire panel are provided in the longitudinal direction. This saves building material and thus costs, while the load-bearing capacity of the floor panels remains sufficient.
  • the floor panels with ends 26 are arranged on the edge 14 of the beam elements.
  • the floor panels have side walls 28, 30 which are arranged at an angle relative to the top and bottom surface.
  • a system ceiling 32 is arranged under the floor panels 22.
  • the system ceiling is commercially available and can be detached in parts.
  • the system ceiling is attached to the floor panels 22 in a suitable manner by means of attachment bars 34.
  • the first embodiment of a beam element 40 according to the invention shown in Fig. 3 comprises a beam member 42.
  • the beam member 42 as illustrated is an elongate beam which has cylindrical passages or ducts 44 running through it in the width direction, approximately parallel to one another.
  • the ducts 44 extend through the entire beam member 42, from side to side.
  • Floor panels 22 are placed on the beam member 42, which floor panels correspond to the floor panels shown in Fig. 2 and are provided with ducts 24.
  • the ends of the ducts 24 are sealed with sealings 52.
  • the sealings 52 may have any suitable form and comprise any suitable material, for example a stopper or plug made of plastic.
  • a setting material is arranged between the floor panels and on the beam member 42 in order to form the top part 54 of the beam element.
  • the setting material is for example concrete which is applied on the bottom part 42 during the construction.
  • an optional finishing layer 56 is arranged on top thereof.
  • the finishing layer 56 comprises, for example, a carpet, a concrete layer, parquet, a sound-dampening layer, etc.
  • the beam element 40 is partly prefabricated (prefab) and is supplied as shown in Fig. 4.
  • the bottom part 42 contains a reinforcement, which reinforcement comprises bars 46, 48 which are connected to one another by supporting elements 50.
  • the bars 46, 48 are approximately parallel and extend over approximately the entire length of the bottom part.
  • the supporting elements are straight bars which are attached to a bar 46 by a first end and by a second end to a bar 48.
  • the supporting elements 50 partially extend outside the material of the beam member or bottom part 42. Together with the bar 48, this part of the supporting elements forms an external part of the reinforcement. Both in front view (Fig. 3) and side view (Fig. 4), the supporting elements 50 are connected to the bar 48 at an angle.
  • the external part of the reinforcement is able to absorb pressure forces which arise when a floor element is placed on the beam member 42, see Fig. 3.
  • Deformation, i.e. buckling, of the bar 48 is prevented by the supporting elements 50 which are arranged at an angle and produce a counterforce in the plane of a floor panel.
  • both the bar members 46, 48 and the supporting elements 50 may comprise one or more bars. If several bars are being used, these may be arranged parallel to one another, as shown.
  • a weld 58 is provided on two or more sides of the end, which is referred to as a double weld, see also Figs. 8 and 9.
  • the double weld forms a strength weld, which transfers virtually all the force exerted on a supporting element onto the bar member to which it is attached.
  • the beam element 70 is supplied from a factory in the shape of beam member 72, as shown in Figs. 5 and 6.
  • the beam member contains a reinforcement comprising bars 74, 76 which are connected to one another by supporting elements 78.
  • the supporting elements are attached to the bar 76 at an angle of, for example, 60 degrees.
  • the supporting elements meet on the bar 76 in the shape of a pyramid.
  • the external part of the reinforcement 80 comprises that part of the supporting elements which falls outside the bottom part 72, as well as bar 76.
  • Openings 82 extending through the beam member 72 are disposed between the supporting elements 78.
  • the openings may have any desired shape, such as the frustoconical shape shown in Fig. 5.
  • the beam elements are supplied by the factory as shown in Fig. 5.
  • the beam element 70 is placed horizontally between two columns 2.
  • the column 2 for example comprises a widened support (not shown) on which the beam element comes to rest.
  • the floor panels 22 are then placed on the beam element 70 and next to the external part of the reinforcement 80.
  • the space between the floor panels is filled by applying concrete on top of the beam member 72, in order to form the top part 84 of the beam element.
  • the ducts of the floor panels 22 are in this case sealed as shown in Fig. 3 in order to prevent the concrete from flowing into the ducts.
  • the external part 80 is embedded in the concrete 84.
  • the floor elements 22 are optionally anchored to one another by an anchoring member 86 which extends in the plane of the floor panels.
  • the anchoring member 86 is fitted through the top part 84 of the beam element.
  • a coupling element 88 is furthermore arranged in a floor element.
  • Other building elements can be fitted to the coupling element, even after the construction of a building has finished.
  • the beam member i.e. the bottom part of the beam element, supports the floor panels 22.
  • the beam member experiences a (gravitational) force in the direction of the ground between the support at both ends.
  • the beam member is thus subjected to tensile load, while the external part of the reinforcement is subjected to compressive load in the longitudinal direction of the bar 76.
  • the external part 80 of the reinforcement is sufficiently strong to withstand the pressure force exerted on it without deformation. Buckling of the bar 76 is prevented since the supporting elements are attached by means of double welds, or a strength welds, to the bar 76 and thus transmit pressure forces.
  • the supporting elements 78 are connected to the bar at an angle in order to secure the bar in the transverse direction.
  • the external part 80 of the reinforcement is embedded in concrete, so that any forces acting on it are likewise absorbed by the concrete.
  • the entire structure, as shown in Fig. 7, is thus sturdy and has a long service life.
  • the concrete of the beam element is fire resistant.
  • the beam element costs significantly less in terms of production, transportation and installation than a metal profiled section. The cost savings may amount to more than 50%.
  • the ducts 82 are arranged in the beam member 42 in such a manner that the ducts connect to the space between a system ceiling 32 and the floor elements 22. It is possible for lines to extend through the ducts 82 of the beam element, which lines are still accessible once the construction of the building has finished.
  • the beam member 72 is cast in a shuttering containing a reinforcement and optionally tubes or blocks for creating the ducts.
  • Fig. 8 shows a double weld 90 according to the invention.
  • Supporting element 78 is attached to bar 76 by applying a weld 92, 94 at one end of the supporting element on two opposite sides.
  • Fig. 9 shows that the joint surface area of the welds 92, 94 is greater than or equal in size to the surface of the supporting element 78.
  • the beam elements were made of solid concrete, the concrete surrounding the reinforcement would absorb the transverse forces.
  • a solid concrete beam is relatively heavy, resulting in high transport costs.
  • a passage for the lines is absent. Due to the hardness of the material, creating ducts or slots in a solid concrete beam is very labour-intensive and causes a nuisance due to the chases which have to be cut.
  • the present invention provides a beam element which is provided with one or more ducts in which lines can be introduced.
  • the ducts of the beam elements connect to the intermediate space between the floor panels 22 and the system ceiling 32.
  • the entire unit thus provides a complete system for the passage of lines.
  • the ducts can be accessed by partly removing the system ceiling in order to make modifications. Furthermore, a saving in weight has been made in order to transport the beam elements.
  • the present invention provides a complete system for the construction industry.
  • the beam elements act as beam binders where two floor parts meet.
  • the beam acts as a passage for lines, so that it is optionally suitable for use in combination with a system ceiling.
  • the transverse forces occurring when the floor parts are being installed are absorbed by the concrete.
  • the beam element according to the present invention it appears that the transverse forces can be absorbed by the zigzag arrangement of the supporting elements.
  • the concrete which would normally absorb the transverse forces can (temporarily) be omitted with the beam element according to the invention in order to provide openings, since the reinforcement, inter alia as a result of the welding method used, is sufficiently strong to absorb the transverse forces.
  • the beam element of Figs. 3 and 7 may have a width of approximately 55 cm and a height of 40 cm.
  • the length is for example between 5 m and 20 m.
  • the supporting elements are at an angle of for example 60 degrees with respect to one another.
  • the supporting elements are, for example, at an angle of 50 to 60 degrees relative to the bar 225.
  • the beam elements are coupled to the floor elements.
  • the coupling can for example be brought about by the following two methods. 1)
  • the beam elements are coupled to the floor elements by an anchoring, the first end of which is provided in the beam element and the second end of which is provided in a floor element. 2)
  • the beam elements are coupled to the floor elements by a mechanical coupling made of steel, for example using anchored bolts and nuts fitted thereto.
  • the supporting elements of the reinforcement have a diameter of 16 mm or more, for example of approximately 28 mm. Both ends of the supporting elements are attached to the bars by means of double welds in order to prevent pretensioning the supporting elements.
  • the supporting elements and the bars of the reinforcement are made of high-performance steel, such as torsteel, reinforcing steel or constructional steel.
  • the edge 14 of the beam element (Fig. 1), for example, laterally protrudes approximately 150 mm relative to the top part 12.
  • the building system and the beam element according to the present invention are suitable for use in buildings where a system ceiling has been installed due to the fact that the configuration of lines changes relatively often. Examples include hospitals and office buildings.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
EP05077844A 2005-12-12 2005-12-12 Stützträgerelement, Bausystem und Verfahren Withdrawn EP1795666A1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP05077844A EP1795666A1 (de) 2005-12-12 2005-12-12 Stützträgerelement, Bausystem und Verfahren

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05077844A EP1795666A1 (de) 2005-12-12 2005-12-12 Stützträgerelement, Bausystem und Verfahren

Publications (1)

Publication Number Publication Date
EP1795666A1 true EP1795666A1 (de) 2007-06-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP05077844A Withdrawn EP1795666A1 (de) 2005-12-12 2005-12-12 Stützträgerelement, Bausystem und Verfahren

Country Status (1)

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EP (1) EP1795666A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2964678A1 (fr) * 2010-09-13 2012-03-16 Rector Lesage Dispositif de fixation d'un plafond suspendu sur un plancher a poutrelles et entrevous
CN112609880A (zh) * 2020-12-15 2021-04-06 河北工业大学 一种具有现浇面的预制底板及施工方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2697857A1 (fr) * 1992-11-06 1994-05-13 Cote Francois Poutrelle légère en treillis à base préenrobée de béton, à raideur améliorée.
WO2000077315A1 (en) * 1999-06-11 2000-12-21 Mihanovic Ante Hollow prefabricated reinforced concrete grilled plate
EP1146180A1 (de) * 2000-04-12 2001-10-17 Ute Huk Verfahren zur Herstellung eines Beton-Deckenelements und Beton-Deckenelement
EP1600573A1 (de) * 2004-05-25 2005-11-30 Holterman Vastgoed B.V. Fertigteilbauelement

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2697857A1 (fr) * 1992-11-06 1994-05-13 Cote Francois Poutrelle légère en treillis à base préenrobée de béton, à raideur améliorée.
WO2000077315A1 (en) * 1999-06-11 2000-12-21 Mihanovic Ante Hollow prefabricated reinforced concrete grilled plate
EP1146180A1 (de) * 2000-04-12 2001-10-17 Ute Huk Verfahren zur Herstellung eines Beton-Deckenelements und Beton-Deckenelement
EP1600573A1 (de) * 2004-05-25 2005-11-30 Holterman Vastgoed B.V. Fertigteilbauelement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2964678A1 (fr) * 2010-09-13 2012-03-16 Rector Lesage Dispositif de fixation d'un plafond suspendu sur un plancher a poutrelles et entrevous
CN112609880A (zh) * 2020-12-15 2021-04-06 河北工业大学 一种具有现浇面的预制底板及施工方法

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