EP2037058A1 - Élément de plancher doté d'outil de levage - Google Patents

Élément de plancher doté d'outil de levage Download PDF

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Publication number
EP2037058A1
EP2037058A1 EP07116568A EP07116568A EP2037058A1 EP 2037058 A1 EP2037058 A1 EP 2037058A1 EP 07116568 A EP07116568 A EP 07116568A EP 07116568 A EP07116568 A EP 07116568A EP 2037058 A1 EP2037058 A1 EP 2037058A1
Authority
EP
European Patent Office
Prior art keywords
floor element
shaped structure
frame shaped
reinforcing wire
floor
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
EP07116568A
Other languages
German (de)
English (en)
Other versions
EP2037058B1 (fr
Inventor
Luc Plas
Luc François
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.)
ECHO
Original Assignee
ECHO
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 ECHO filed Critical ECHO
Priority to AT07116568T priority Critical patent/ATE524627T1/de
Priority to EP07116568A priority patent/EP2037058B1/fr
Publication of EP2037058A1 publication Critical patent/EP2037058A1/fr
Application granted granted Critical
Publication of EP2037058B1 publication Critical patent/EP2037058B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • 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
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E04G21/145—Means in or on the elements for connecting same to handling apparatus specific for hollow plates

Definitions

  • the present invention relates to a floor element which is reinforced by at least one reinforcing wire extending in longitudinal direction of the floor element, the floor element comprising built-in lifting means which are accessible from the outside of the floor element to permit lifting thereof, according to the preamble of the first claim.
  • EP-A-1.344.877 discloses a floor element in which lifting hooks are mounted after the production of the floor element has been finished. According to EP-A-1.344.877 , shortly after forming of the floor element, holes are made in one of the sides of the partially hardened concrete, often the top side, in the vicinity of the angled edges. The holes extend into the interior of the floor element, towards the hollow channels. Concrete like filling material is injected through the hole, down to the hollow channel and a lifting hook is embedded in the concrete-like filling material before it is fully hardened. The load bearing capacity of such an element however strongly depends on the quality of the filling material used to embed the lifting hook.
  • EP-A-1.344.877 does not disclose the presence of additional safety provisions to withhold the floor element in case the lifting hook or the filling material breaks and the lifting hook is pulled out of the floor element. As a consequence with the floor elements of EP-A-1.344.877 , safety is insufficiently guaranteed.
  • BE1016424A6 discloses a lifting hook which is built into the floor element in the course of its production process, to avoid the occurrence of differences in concrete quality between the concrete of the floor element and the concrete surrounding the lifting hook.
  • the lifting hook comprises (i) a loop part having the shape of an inverted U which extends mainly parallel to the upright longitudinal side of the floor element and extends in height direction of the floor element, and (ii) a first and a second leg which extend in opposite directions from the end parts of the legs of the hook in transverse direction of the floor element. At least one of the legs runs below a reinforcement wire of the floor element.
  • the lifting hook may be accessed by removing an amount of concrete at the position of the lifting hook, upon production. However, the lifting tools may also be accessed after the floor element has been finished by removing material at the position of the lifting tools and re-filling the thus formed hole with easily removable concrete.
  • the safety criteria to be met by the lifting tools in terms of strength and safety have become more severe.
  • the lifting means are fastened to the pre-constrained steel wires present in pre-constrained concrete.
  • a pre-cast panel with built-in lifting means which comprises a top and bottom layer made of concrete material, which are spaced from each other by an intermediate layer of an insulating material.
  • the built-in lifting means comprise an apertured body having a pair of spaced apart legs attached thereto. The aperture is accessible from a top side of the panel and is adapted for connection to a lifting device, by means of a dedicated connection tool.
  • the spaced apart legs are joined to form a U-shaped portion which is curved to form a hook.
  • the hook is provided to engage the junction point of a truss structure provided in a bottom region of the panel.
  • the truss structure forms part of a truss structure of a lattice girder which extends in longitudinal direction of the pre-cast panel.
  • the lattice girder comprises an upper and lower longitudinally extending bar, which are connected to each other by diagonally extending connecting bars.
  • the built-in lifting means are only suitable for use with dedicated connection tools capable of co-operating with the built-in lifting means on the one hand and the lifting device on the other hand. Usually such connection tools are not available at the building site and need to be purchased.
  • EP-A-339.018 discloses a three-dimensional support lattice for use in a concrete floor element that is partially prefabricated. A lower flange of the support lattice is embedded in the prefabricated part. The upper flange of the support lattice extends with respect to the prefabricated concrete part and is connected to the lower flange by means of diagonally extending bars.
  • the use of a support lattice as reinforcement permits reducing the amount reinforcement and in addition thereto permits reducing the number of support units required during mounting.
  • EP-A-339.018 does not disclose to use the lattice girder as a lifting tool for the floor element.
  • EP-A-825.307 discloses a prefabricated floor element for constructing a floor field with a predetermined thickness.
  • the floor element comprises a centrally positioned beam shaped part with a thickness which corresponds to the thickness of the floor field to be constructed.
  • On both opposite sides of the beam shaped part laterally projecting wings are provided, the thickness of which is considerably less than the thickness of the beam shaped part.
  • Each wing is provided with longitudinal and transverse reinforcing wires which continue in the lower part of the beam shaped part.
  • Each wing is also provided with upwardly extending reinforcing elements that project from the top face of the wing and are connected at a bottom side to the longitudinal and transverse reinforcement of the wing.
  • the upwardly extending reinforcing elements form a three-dimensional network with the reinforcing elements and serve as an additional reinforcement and as absorbing means for shearing forces occurring in the in-situ poured concrete when mounting the floor element, when filling up the space above the wing.
  • the upwardly extending reinforcement elements are embedded in the concrete to a limited extend only, the bonding to the floor element is limited and renders it unsuitable for use as a lifting tool.
  • DE3640985 discloses a floor element which comprises a lower concrete panel provided with steel reinforcement, which may consist of a steel mat or braiding. On top of the reinforcement, a plurality of parallel, spaced-apart lattice girders is mounted. The lattice girders extend in three dimensions and function as a connecting reinforcement for further concrete which is to be poured in-situ when positioning the panel. DE3640985 does however not disclose a pre-fabricated floor element with built-in lattice girders for use as a lifting tool.
  • the floor element of this invention is characterized in that
  • the lifting tool of the present invention is particularly suitable for use with hollow floor elements, which usually comprise an upper and a lower concrete plate connected to each other by a plurality of walls which separate adjacent hollow channels from one another. As these walls have a limited thickness in transverse direction of the floor element, only those lifting means having limited dimensions in transverse direction of the floor element are suitable for incorporation therein.
  • the lifting means used in the floor element of this invention meets this criterion as it extends mainly in two directions, i.e. the longitudinal and height direction of the floor element.
  • lifting means which extend in longitudinal and height direction and which are extended in the longitudinal direction of the floor element, has the effect that additional reinforcement is provided in a direction perpendicular to the direction in which bending of the floor element usually occurs. This permits reducing the thickness of the floor element, without giving in on strength and supportive properties and without adversely affecting the bending resistance.
  • Lifting means which are extended in the longitudinal direction provide a larger structure within which any local loads occurring during lifting, may be absorbed and neutralized within a larger part of the floor element.
  • the larger structure has an extended contact surface area with the concrete phase of the floor element and ensures that any forces or strains occurring within the lifting means during lifting may be transferred to and absorbed within a large part of the floor element.
  • connection of the connecting members present in the frame shaped structure to the at least one reinforcing wire permits a direct transfer to and improved absorption of any stresses occurring in the lifting means in the full length of the reinforcing wire.
  • the risk to wearing or breaking of the reinforcing wires following lifting is reduced.
  • an improved stretch at breaking of the floor element is provided and the risk to the occurrence of shear forces in transverse direction of the floor element is reduced.
  • the at least one frame shaped structure is preferably attached to a lower reinforcing wire in a lower part of the floor element proximal to a longitudinal upright side of the floor element, but it may also be attached to an upper reinforcing wire in an upper part of the floor element proximal to a longitudinal upright side of the floor element.
  • the frame shaped structure comprises a zig-zag member, more preferably a spring.
  • Connection of the zig-zag member to the reinforcing wires may be achieved by inserting the reinforcing wire in the zig-zag member and by sliding it over the reinforcing wire in the longitudinal direction of the floor element. It is further preferred to receive a reinforcing wire in a lower part of the spring and more preferably also in an upper part of the spring or in other words to connect the lifting means to a reinforcing wire in a lower and preferably also in an upper part of the floor element.
  • the present invention permits achieving optimum densification of the concrete phase which extends between the components of the zig-zag member.
  • the floor element of the present invention 1 is a beam shaped element having a top face 2, a bottom face 12, opposite upright longitudinal sides 3, 13 and opposite upright transverse sides 4, 14.
  • the floor element is made of concrete.
  • the floor element will usually comprise a plurality of longitudinally extending hollow channels 16, although this is not mandatory. Adjacent hollow channels 16 are separated from each other by means of an upright wall 20.
  • the floor element comprises at least one reinforcing wire 6, 21 extending in longitudinal direction of the floor element 1.
  • the floor element may comprise one or more lower reinforcing wires 6 in a lower part of the floor element, i.e. the part of the floor element located in the vicinity of a lower part of the channels 16 or below the channels 16.
  • the floor element preferably also comprises one or a plurality of upper reinforcing wires 21 in the upper part of the floor element, i.e. the part of the floor element above the channels or in the vicinity of an upper part of the channels.
  • upper reinforcing wires 21 In the upper part of the floor element often two or four upper reinforcing wires 21 will be present, two adjacent upper wires on each transverse side of the floor element as is shown in figure 1 .
  • the reinforcing wires 6, 21 will be applied at the position of the walls 20 which separate the channels from each other.
  • the floor element of this invention may be made of armed concrete or pre-tensioned concrete or a combination of both.
  • lifting means 5 are built into the floor element which are accessible from outside the floor element. Access may be provided by means of holes 7, 17 provided thereto.
  • the holes 7, 17 may be provided substantially centrally in longitudinal direction of the floor element, or in the vicinity of the corners of the floor element as is shown in figure 1 .
  • Preferably access to the lifting means 5 is provided at a position on the longitudinal edge, and extends in the top face and upright longitudinal side of the floor element.
  • the holes 7, 17 may however also be provided in the upright longitudinal sides 3, 13, or the top face 2, but they preferably extend into both the upright longitudinal sides 3, 13 and the top face 2 as is shown in figure 1 .
  • the holes may be re-filled with a concrete or cement material that may be easily removed when required to get access to the lifting means.
  • caps may take any form considered suitable by the person skilled in the art.
  • the floor element of this invention comprises built-in lifting means 5, which permit lifting of the floor element.
  • the lifting means comprise at least one frame shaped structure with frame elements which run both in height and longitudinal direction of the floor element.
  • the frame shaped structure is extended in longitudinal direction of the floor element 1.
  • the frame shaped structure 5 may extend along part of or along the whole length of the upright longitudinal side of the floor element 1. This reduces the uncertainty in relation to the position of the lifting means 5 in longitudinal direction of the floor element 1, and permits accessing the lifting means 5 at a plurality of positions in longitudinal direction.
  • This extended shape has particular advantages in the production process of the floor elements. Usually, pre-tensioned concrete elements are produced in long lengths, which afterwards are cut to floor elements in the desired length, depending on the envisaged span.
  • the extended shape of the frame shaped structure provides a greater versatility as to the position where the concrete elements may be cut without losing accessibility to the lifting means.
  • the lifting means are preferably positioned in the vicinity of an upright longitudinal side 3, 13.
  • this means that the frame shaped structure will be built in the separation wall 20 closest to a longitudinal upright side 3, 13 of the floor element.
  • the person skilled in the art may however also choose to build the frame shaped structure into any other separation wall 20 between adjacent channels 16. In the latter case however, it will be more convenient to access the lifting means along the top face of the floor element.
  • the frame shaped structure may extend under an angle with respect to the upright longitudinal sides 3, 13, but preferably runs parallel to the upright longitudinal sides 3, 13 to make it easier for use with the automated production processes that are nowadays used for the production of floor elements. Care has to be taken that the angle is small enough to permit accommodating the frame shaped structure within the thickness of the separation wall 20.
  • the dimensions of the frame structured member in height direction will be chosen such that the frame shaped structure fits within the dimensions of the floor element also taken in height direction, or in other words that the frame structured member is fully surrounded with concrete material.
  • the frame shaped structure 5 used as a lifting tool for the floor element of this invention consists of a structure which mainly extends in two-dimensions, in height and longitudinal direction of the floor element 1.
  • Such lifting means 5, which mainly extend in two directions, are particularly suitable for use with the automated production processes that are nowadays used for the production of floor elements.
  • the frame shaped structure 5 which extends in height and longitudinal direction of the floor element 1 and is extended in longitudinal direction of the floor element, may be any structure considered suitable by the person skilled in the art.
  • the frame shaped structure comprises a plurality of successive upward 10 and downward 11 extending bars connected to each other by means of connecting pieces 15.
  • the frame shaped structure may for example take the shape of a zig-zag member shown in figure 2b or the shape shown in figure 2c or 2d , or for example a ladder of which the rungs extend in height direction of the floor element.
  • two or more of these structures may be combined into one floor element or may be combined to form the lifting means.
  • connection positions 8, 18 respectively correspond to the position where an upward and downward extending bar meet each other and where a downward and upward extending bar meet each other.
  • the top connection positions 8 may be interconnected by means of an upper longitudinal connecting member 9 which extends in longitudinal direction of the two-dimensional structure as is shown in figure 2d .
  • the lower connection positions 18 may be interconnected by means of a lower longitudinal connecting member 19 which extends in longitudinal direction of the two-dimensional structure.
  • a frame shaped structure is a two-dimensional spring and a lattice girder, the latter being preferred as it is readily commercially available and may be cut at the desired length in a simple manner.
  • the frame shaped structure comprises a lower and upper longitudinal connecting member 9, 19 which extend in longitudinal direction of the frame shaped structure and which connect successive connection positions.
  • the connection positions will usually take the form of a truss structure.
  • a lattice girder comprising one single connecting piece connecting the connection positions in a lower part of the structure, may be used as well.
  • Further suitable examples of lifting means are shown in figure 2a, 2b, 2c and 2d .
  • the frame shaped structure may be a spring that extends in longitudinal direction of the floor element and has a certain thickness in transverse direction of the structure. In that case the structure takes a position alternating on opposite sides of the reinforcing wire, as the reinforcing wire will extend in longitudinal direction of the spring and be received therein.
  • the lower reinforcing wire is preferably received between the successive upward and downward extending bars 10, 11 in the vicinity of the lower connection position 18.
  • Connection of the reinforcing wire 6 in the lower region of the floor element 1 provides improved elongation at break and thus improves safety.
  • the reinforcing wire 21 in the upper region of the floor element is received between the successive upward and downward extending bars 10, 11 in the vicinity of the upper connection position 8 and may be connected thereto.
  • the lower reinforcing wire 6 and/or the upper reinforcing wire 21 are connected to the lower 18 and/or upper 8 connection positions by means of mechanical connecting members, for example a loop, clamp or wire torn around the wire and bars at the connection position.
  • the frame shaped structure may be connected to the reinforcing wire 6, 21 at any other suitable position or in any other way considered suitable by the person skilled in the art.
  • the connecting pieces 15 connecting the upward and downward extending bars 10, 11 are preferably positioned in such a way that they receive the reinforcing wire within or between them. This facilitates mounting of the lifting means 5.
  • the lifting means may be positioned such that the reinforcing wire 6, 21 is received in the windings of the spring or the zig-zag member, whereafter the spring or the zig-zag member is moved by sliding it over the reinforcing wire 6, 21. This may probably also be done in an automatic way, so that manual manipulations are reduced to a minimum.
  • the frame shaped structure contains connecting members which permit connection of the frame shaped structure to a reinforcing wire 6, present in a lower region of the floor element 1.
  • connection between the frame shaped structure and the reinforcing wire may be established at the connection positions 8, 18, using the connection members 9, 19 or in any other suitable way.
  • the frame shaped structure is also connected to reinforcing wires 21 present in an upper region of the floor element 1.
  • the connection is preferably established with the reinforcing member positioned in the vicinity of the upright side wall 3, 13, often the reinforcing member most proximal to the upright side wall 3, 13.
  • the presence of a connection permits reducing the risk to displacement of the lifting means during pouring of the concrete, to a minimum.
  • the connection of the frame shaped structure to the reinforcing wire may be achieved using any technique considered suitable by the person skilled in the art.
  • the frame shaped structure may be fastened to the reinforcing wire using gluing, welding, soldering or any other of such techniques.
  • the connection may be achieved using mechanical connecting members, although connection may also be established by simply receiving the reinforcing wires within or between the connecting pieces 15 connecting the upward and downward extending bars 10, 11.
  • the lifting means are preferably connected to the outermost reinforcing wires of the floor element, but may also be fastened to reinforcing wires shifted more to the interior of the floor element.
  • Lifting of the floor element is carried out by accessing a part of the frame shaped structure from the outside of the floor element through holes 7, 17 and inserting for example a lifting hook under the upper longitudinal connecting member 9 or a connection position 8.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Floor Finish (AREA)
EP07116568A 2007-09-17 2007-09-17 Élément de plancher doté d'outil de levage Not-in-force EP2037058B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AT07116568T ATE524627T1 (de) 2007-09-17 2007-09-17 Bodenelement mit hebewerkzeugen
EP07116568A EP2037058B1 (fr) 2007-09-17 2007-09-17 Élément de plancher doté d'outil de levage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP07116568A EP2037058B1 (fr) 2007-09-17 2007-09-17 Élément de plancher doté d'outil de levage

Publications (2)

Publication Number Publication Date
EP2037058A1 true EP2037058A1 (fr) 2009-03-18
EP2037058B1 EP2037058B1 (fr) 2011-09-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP07116568A Not-in-force EP2037058B1 (fr) 2007-09-17 2007-09-17 Élément de plancher doté d'outil de levage

Country Status (2)

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EP (1) EP2037058B1 (fr)
AT (1) ATE524627T1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO341267B1 (no) * 2014-08-04 2017-10-02 Svein Berg Holding As Bygningselement, bygning omfattende et eller flere bygningselementer og fremgangsmåte for sammenføyning av bygningselementer og bærende elementer
RU199196U1 (ru) * 2019-12-12 2020-08-21 Акционерное общество "Завод ЖБК-1" Многопустотная предварительно напряженная керамзитобетонная плита перекрытия с повышенной анкеровкой арматуры

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105971175A (zh) * 2016-05-17 2016-09-28 张宗楼 一种空心叠合楼板

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2794336A (en) * 1953-06-25 1957-06-04 Superior Concrete Accessories Lag screw anchoring insert for a concrete slab
GB2128654A (en) * 1982-10-12 1984-05-02 Balfour Beatty Ltd Wall panel
FR2543481A1 (fr) * 1983-03-31 1984-10-05 Francis Laroche Dispositif d'ancrage dans le beton
US5058345A (en) * 1990-07-17 1991-10-22 Martinez Manuel J Reinforced structural panel and method of making same
US5242249A (en) * 1991-08-12 1993-09-07 Mmi Products Pre-cast panel lifting insert
DE29913638U1 (de) * 1999-07-30 2000-02-03 Jelonnek Guenther Bauwerkskonstruktion
BE1016424A6 (nl) * 2005-01-24 2006-10-03 Echo Hijshaak voor het opnemen van een geprefabriceerd betonelement.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2794336A (en) * 1953-06-25 1957-06-04 Superior Concrete Accessories Lag screw anchoring insert for a concrete slab
GB2128654A (en) * 1982-10-12 1984-05-02 Balfour Beatty Ltd Wall panel
FR2543481A1 (fr) * 1983-03-31 1984-10-05 Francis Laroche Dispositif d'ancrage dans le beton
US5058345A (en) * 1990-07-17 1991-10-22 Martinez Manuel J Reinforced structural panel and method of making same
US5242249A (en) * 1991-08-12 1993-09-07 Mmi Products Pre-cast panel lifting insert
DE29913638U1 (de) * 1999-07-30 2000-02-03 Jelonnek Guenther Bauwerkskonstruktion
BE1016424A6 (nl) * 2005-01-24 2006-10-03 Echo Hijshaak voor het opnemen van een geprefabriceerd betonelement.

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO341267B1 (no) * 2014-08-04 2017-10-02 Svein Berg Holding As Bygningselement, bygning omfattende et eller flere bygningselementer og fremgangsmåte for sammenføyning av bygningselementer og bærende elementer
US10081942B2 (en) 2014-08-04 2018-09-25 Svein Berg Holding As Building element, a building comprising one or more such building elements and a method for joining such a building element and a support element
RU199196U1 (ru) * 2019-12-12 2020-08-21 Акционерное общество "Завод ЖБК-1" Многопустотная предварительно напряженная керамзитобетонная плита перекрытия с повышенной анкеровкой арматуры

Also Published As

Publication number Publication date
EP2037058B1 (fr) 2011-09-14
ATE524627T1 (de) 2011-09-15

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