EP3450645A1 - Anordnung eines trägers und eines füllelements, solch ein füllelement und verfahren zur anwendung davon - Google Patents

Anordnung eines trägers und eines füllelements, solch ein füllelement und verfahren zur anwendung davon Download PDF

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Publication number
EP3450645A1
EP3450645A1 EP18190506.8A EP18190506A EP3450645A1 EP 3450645 A1 EP3450645 A1 EP 3450645A1 EP 18190506 A EP18190506 A EP 18190506A EP 3450645 A1 EP3450645 A1 EP 3450645A1
Authority
EP
European Patent Office
Prior art keywords
carrier
filling element
flange
plate
extension
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.)
Granted
Application number
EP18190506.8A
Other languages
English (en)
French (fr)
Other versions
EP3450645B1 (de
Inventor
Guido Wesdorp
Henk Van Groen
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.)
INFRA and BV
Original Assignee
INFRA and BV
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 INFRA and BV filed Critical INFRA and BV
Publication of EP3450645A1 publication Critical patent/EP3450645A1/de
Application granted granted Critical
Publication of EP3450645B1 publication Critical patent/EP3450645B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections

Definitions

  • the present invention relates to an assembly of a carrier and a filling element, more particularly to an assembly of a skeletal structure of a building, comprising at least carrier and a filling element.
  • the invention is further related to such a filling element, and a method for the application thereof.
  • Applicant develops floor systems that comprise filling elements, which are an integral combination of ceiling, installation space and subfloor. Construction and installations are integrated by utilizing an installation space between the ceiling and the subfloor.
  • a filling element of such a floor system comprises supporting steel beams and concrete plates, which are combined in prefabricated elements that may be topped with a subfloor of choice.
  • European patent EP-B1-0928354 describes such a floor system.
  • the wind load on a facade of a building is absorbed through the steel beams or concrete plates of the filling elements directly.
  • the load is transferred to the skeletal structure through a so-called diaphragm action.
  • the individual filling elements are traditionally connected on site by welding operations. Steel connection plates are welded between a steel beam of a filling element and a steel part of the skeletal structure.
  • Welding has a number of disadvantages. Besides being laborious and time consuming, it also requires skilled craftsmen that are trained in welding. Sparks that are inevitably caused by the welding operation may damage the building, and cause corrosion. Moreover, the sparks may leave dark spots that are undesirable and that result in a perception of diminished quality.
  • EP 2 463 452 A2 is considered the closest prior art, relative to which at least the features of the characterizing portion of claim 1 are novel. It discloses an assembly according to the pre-amble of claim 1.
  • the I-shaped beam is bolted to a carrier.
  • An object of the present invention is to provide an assembly that is improved relative to the prior art and wherein at least one of the above stated problems is obviated.
  • the assembly according to the invention comprises:
  • Bolted connections are easy and quick to arrange and may be applied by any worker. There is no need for skilled craftsmen trained in welding.
  • a bolt connection is releasable, which may allow for a release, e.g. for decommissioning.
  • the extension of the first plate is supported on the carrier.
  • the filling element may be placed on the carrier as a first step.
  • the bolted connection may additionally be arranged to connect the beam to the carrier.
  • a crane may be used to successively place a plurality of filling elements on carriers of the assembly, while the second step of arranging the bolted connections is delayed until a later time, when the crane may be gone. There is no need for the crane to support the filling elements when they are bolted to the carrier, as is required according to the prior art solutions disclosed in EP 2 463 452 A2 , WO 00/46459 A1 , CN 106 869 325 A and US 2004/244330 A1 .
  • the beam being a structurally integrated part of the filling element with the plate provides a robust and stiff filling element that, via the extension, may be easily supported on a carrier as a whole.
  • the vertical offset between the bolted connection and the extension provides a stiff assembly after the bolted connection has been arranged.
  • the extension is plate-shaped and oriented in a lying plane on the carrier. In this way, the extension has a relatively large contact surface over which the load of the filling element is distributed to the carrier.
  • the extension is freely supported on the carrier. Due to the extension being freely supported, i.e. supported in a non-fixed manner, it is effectively prevented that the assembly is overconstrained. As a result, unnecessary stresses in the assembly are prevented, contrary to the bolted assemblies as proposed in the prior art.
  • the first flange of the I-shaped beam is an upper flange extending at a distance from the plate and comprising the extension supported on the carrier
  • the second flange of the I-shaped beam is a lower flange that is embedded in the plate. If the upper flange of the I-shaped beam is provided with the extension, it can be easily placed on top of a carrier, without the need of tilting the filling element in order to move the extension past an upper flange of a carrier before it can be positioned on a lower flange of said carrier.
  • the bolted connection is configured to connect a connector of the filling element and the carrier.
  • the connector may be arranged on the plate of the filling element.
  • the plate may be a metal plate that comprises extensions that extend inside the concrete of the plate.
  • the connector may comprise extensions that are poured into the concrete during manufacturing of the plate of the filling element.
  • the bolted connection is configured to connect the I-shaped beam of the filling element and the carrier.
  • the I-shaped beam is a very robust and rigid structural component of the filling element, and is therefore perfectly suited for obtaining a rigid and reliable connection.
  • the invention further relates to a filling element, comprising:
  • the invention relates to a method, comprising the steps of:
  • the assembly 1 shown in the Figures comprises a skeletal structure 2 of a building 3, wherein said skeletal structure 2 comprises at least one carrier 4, and a filling element 5 extending from the carrier 4.
  • carrier 4 is an I-shaped carrier.
  • the filling element 5 comprises a plate 6 and an I-shaped beam 7.
  • a first flange 8 of the I-shaped beam 7 extends at a distance from the plate 6 and comprises an extension 9 supported by the carrier 4.
  • a second flange 10 of the beam 7 is connected to the plate 6.
  • the assembly 1 further comprises a bolted connection 11 connecting the I-shaped beam 7 of the filling element 5 and the carrier 4.
  • the bolted connection 11 allows the filling element 5 to be connected to the carrier 4 of the skeletal structure 2 without any welding operations. In this way, disadvantages that are associated with welding can be prevented, while a secure connection is maintained.
  • the filling element 5 is arranged between carriers 4 that are part of opposite structural walls of the building 3.
  • the filling element 5 then spans from a first structural wall to a second structural wall of the building 3.
  • the extension 9 and the bolted connection 11 are vertically offset. This improves the diaphragm action.
  • the bolted connection 11 is arranged closer to the second flange 10 of the beam 7 of the filling element 5 than to the first flange 8 thereof. More preferably, the bolted connection 11 is arranged at or near the second flange 10 of the beam 7 of the filling element 5.
  • the bolted connection 11 comprises a bracket 12.
  • this bracket 12 has a L-shape of which a first section 13 extends substantially in line with a longitudinal direction of the filling element 5.
  • a second section 14 of the L-shaped bracket 12 extends transverse to the first section 13 and substantially parallel to a web 15 of the carrier 4.
  • the second section of the L-shape of the bracket 12 may abut directly against the web 15 of the carrier 4, alternatively one or more than one spacer 16 may be arranged between the bracket 12 and the web 15 of the carrier 4.
  • Such a spacer 16 may be used to fill a gap and allow the bracket 12 to abut indirectly against the web 15 of the I-shaped carrier 4 via said intermediate spacer 16.
  • spacers 16 the bolted connection 11 is easily adjustable on site.
  • the second section 14 of the bracket 12 comprises a first through hole 17, and the web 15 of carrier 4 comprises a second through hole 18.
  • the through holes 17, 18 are aligned, and a bolt 20 is arranged through a passage formed by said through holes 17, 18. If a spacer 16 is applied, a corresponding through hole 19 is arranged in said spacer 16.
  • a nut 21 may be arranged on bolt 20 to clamp the bracket 12 against the carrier 4.
  • the plate is preferably made of concrete, although it may also be manufactured from other materials, such as composites or epoxy.
  • a plate 6 made out of concrete is strong enough to be walked on by craftsmen.
  • the concrete plate 6 acts as a support for building installations.
  • plate 6 provides horizontal stability of the construction of the building 3.
  • concrete offers fire resistance and acoustic insulation.
  • the filling element 5 further comprises a support 22 configured to support the bolted connection 11. If such a support 22 is applied, the bolted connection 11 is connected indirectly to the I-shaped beam 7 of filling element 5, i.e. via said support 22.
  • the support 22 is arranged on the second flange 10 of the beam 7. As can be best seen in Figure 3 , the support 22 of the shown embodiment extends from the second flange 10 of the beam 7 towards the first flange 8 thereof. In a preferred embodiment, the support 22 extends from the second flange 10 past the plate 6. In this way, the support 22 is a little bit higher than the concrete of plate 6, and provides a reliable support for the bolted connection 11.
  • the support 22 is preferably made out of steel and provides an engagement surface 23 for the bracket 12 of the bolted connection 11. The first section 13 of the L-shaped bracket 12 abuts against the engagement surface 23 in an assembled state of the assembly 1.
  • the support 22 may further comprise one or more than one protrusion 24, such as shafts 25. These protrusions 24 allow the bracket 12 to be positioned securely. If the shafts 25 are provided with an external screw thread, a nut 26 may secure the bracket 12 on the support 22.
  • the filling element 5 thus comprises a plate 6 and an I-shaped beam 7 of which a first flange 8 extends at a distance from the plate 6 and comprises an extension 9 configured to be supported by the carrier 4, and of which a second flange 10 is connected to the plate 6, and further comprising a support 22 configured to support a bolted connection 11.
  • a filing element 5 may be prefabricated and provided with a bolted connection 11 on site.
  • a connector 27 is arranged on the plate 6 of the filling element 5.
  • the connector 27 may be provided with one or more than one protrusion 28, such as shafts 29, i.e. similar to support 22 as discussed above. If the shafts 29 are provided with an external screw thread, a nut 26 may secure the bracket 12 on the connector 27 similar to the connection described for support 22.
  • the connector 27 may be a metal part that comprises extensions that are poured into a concrete plate 6 of the filling element 5.
  • a method for applying an assembly 1 according to the invention comprises the steps of:
  • the step of connecting the filling element 5 and the carrier 4 using the bolted connection 11 may comprise one or both of the steps of:
  • the method preferably further comprises the steps of:
  • Providing a through hole 18 in said web 15 preferably comprises drilling said through hole 18 in situ.
  • the bracket 12 may be provided with a through hole 17 prior to assembling the assembly 1. If the through hole 18 in said web 15 is drilled in situ, it may be perfectly aligned with the through hole 17 in said bracket 12.
  • the method may comprise the optional step of placing one or more than one spacer 16 between the carrier 4 and the bracket 12.
EP18190506.8A 2017-08-28 2018-08-23 Anordnung eines trägers und eines füllelements, solch ein füllelement und verfahren zur anwendung davon Active EP3450645B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2019456A NL2019456B1 (en) 2017-08-28 2017-08-28 Assembly of a carrier and a filling element, such a filling element, and a method for the application thereof

Publications (2)

Publication Number Publication Date
EP3450645A1 true EP3450645A1 (de) 2019-03-06
EP3450645B1 EP3450645B1 (de) 2020-07-15

Family

ID=60515758

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18190506.8A Active EP3450645B1 (de) 2017-08-28 2018-08-23 Anordnung eines trägers und eines füllelements, solch ein füllelement und verfahren zur anwendung davon

Country Status (2)

Country Link
EP (1) EP3450645B1 (de)
NL (1) NL2019456B1 (de)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29504650U1 (de) * 1995-03-18 1995-05-11 Boehm Gerhardt Anschluß für Träger, insbesondere für stabförmige Tragelemente
US20040244330A1 (en) * 2001-06-06 2004-12-09 Toru Takeuchi Column-and-beam join structure
EP2463452A2 (de) * 2009-08-03 2012-06-13 Ibañez Lazurtegui, S.L. System zur herstellung von gebäudeplatten und verbundbalken mithilfe von durch im stahlabschnitt geformten steckverbindern verbundenen gebogenen abschnitten aus stahl und einem anderen material
WO2015087070A1 (en) * 2013-12-11 2015-06-18 Laing O'rourke Plc Pre-fabricated flooring cassette
CN106869325A (zh) * 2017-02-17 2017-06-20 北京工业大学 一种可恢复功能的装配式槽钢开洞梁柱节点连接装置

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6170217B1 (en) * 1999-02-05 2001-01-09 Darrell G. Meyer Bearing elements and methods relating to same
NL1037081C2 (nl) * 2009-06-26 2010-12-28 Infra & B V Vloersamenstel.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29504650U1 (de) * 1995-03-18 1995-05-11 Boehm Gerhardt Anschluß für Träger, insbesondere für stabförmige Tragelemente
US20040244330A1 (en) * 2001-06-06 2004-12-09 Toru Takeuchi Column-and-beam join structure
EP2463452A2 (de) * 2009-08-03 2012-06-13 Ibañez Lazurtegui, S.L. System zur herstellung von gebäudeplatten und verbundbalken mithilfe von durch im stahlabschnitt geformten steckverbindern verbundenen gebogenen abschnitten aus stahl und einem anderen material
WO2015087070A1 (en) * 2013-12-11 2015-06-18 Laing O'rourke Plc Pre-fabricated flooring cassette
CN106869325A (zh) * 2017-02-17 2017-06-20 北京工业大学 一种可恢复功能的装配式槽钢开洞梁柱节点连接装置

Also Published As

Publication number Publication date
EP3450645B1 (de) 2020-07-15
NL2019456B1 (en) 2019-03-11

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