EP3103756B1 - Procédé de fixation d'un élément de levage à un corps en béton - Google Patents

Procédé de fixation d'un élément de levage à un corps en béton Download PDF

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Publication number
EP3103756B1
EP3103756B1 EP15170964.9A EP15170964A EP3103756B1 EP 3103756 B1 EP3103756 B1 EP 3103756B1 EP 15170964 A EP15170964 A EP 15170964A EP 3103756 B1 EP3103756 B1 EP 3103756B1
Authority
EP
European Patent Office
Prior art keywords
lifting
slab
lifting element
concrete body
hole
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.)
Active
Application number
EP15170964.9A
Other languages
German (de)
English (en)
Other versions
EP3103756C0 (fr
EP3103756A1 (fr
Inventor
Ronald Klein-Holte
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.)
VBI Ontwikkeling BV
Original Assignee
VBI Ontwikkeling 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 VBI Ontwikkeling BV filed Critical VBI Ontwikkeling BV
Priority to EP15170964.9A priority Critical patent/EP3103756B1/fr
Priority to HUE15170964A priority patent/HUE063855T2/hu
Priority to PL15170964.9T priority patent/PL3103756T3/pl
Priority to ES15170964T priority patent/ES2962661T3/es
Publication of EP3103756A1 publication Critical patent/EP3103756A1/fr
Application granted granted Critical
Publication of EP3103756C0 publication Critical patent/EP3103756C0/fr
Publication of EP3103756B1 publication Critical patent/EP3103756B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • B66C1/66—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
    • B66C1/666—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof for connection to anchor inserts embedded in concrete structures
    • 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
    • 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 method for attaching a lifting element to a concrete body.
  • a known method for attaching a lifting element to a concrete body is installing a lifting loop in a fresh concrete body when the concrete is not cured yet.
  • lifting systems which comprise mechanical clamps which support the slab.
  • the clamps fit in recesses at opposite side walls of a hollow-core slab.
  • a hollow-core slab comprises an upper layer and a lower layer, whereas vertical webs connect the upper layer and the lower layer.
  • the vertical webs form walls between open channels or cores which extend in longitudinal direction of the slab.
  • the recesses at opposite side walls for receiving a pair of clamps are mostly located just below the level of the upper layer. It may be clear that the clamping force must be limited in order to avoid damaging the slab upon clamping; on the other hand, the clamping force must provide sufficient hold to the concrete slab. Since this forms a safety risk during hoisting upon transporting and installing hollow-core slabs, safety measures are required in practice.
  • Another disadvantage of the mechanical clamps is their relatively heavy weight and bulky shape.
  • lifting loops in fresh concrete bodies is known.
  • a part of the fresh slab is broken away at a hollow core and the lifting loop is installed such that it bears against pre-stressing strands of the slab.
  • DE 100 08 342 is related to a method in which a blind-drilled hole is formed in the top side of a material and an anchor is firmly secured to the material inside the hole.
  • the anchor has a threaded shaft with a head at the tip of one end, a hole in the head being used to receive a device for lifting the material.
  • FR 2 712 268 is related to a method in which an element is inserted into an elongated hole in a hollow-core slab.
  • the element can be removed after the hollow-core slab has been placed in position.
  • the element has a fixed part and a removable bar. To release the element, the removable bar, which is arranged on the top surface of the component, is withdrawn.
  • the present invention aims to provide a method which simplifies the process of manufacturing and handling concrete bodies.
  • the invention is related to a method for attaching a lifting element to a concrete body comprising a hollow-core slab according to claim 1.
  • Drilling a hole in a cured body provides a relatively small and well-defined amount of removed concrete, contrary to removal of a relatively large amount of concrete in case of breaking away parts of fresh concrete. This means that after installing the concrete body it is only a drilled hole that has to be filled with concrete afterwards, if the fixation part of the lifting element is to be removed. It is also possible to cover the hole by means of a cap or to leave it open or to leave the lifting element in the concrete body. Another advantage of the method according to the invention is that the moment of installing the lifting element can be chosen arbitrarily, for example directly after hardening the concrete body in a factory or after transport to a site where the body must be installed.
  • the fixation part of the lifting element comprises a self-tapping screw which is screwed into the hole
  • the lifting element can be fixed to the concrete body very quickly.
  • a splitting force onto the surrounding walls of the hole is limited or negligible, hence minimizing a force onto the concrete in radial direction of the self-tapping screw.
  • the lifting element may comprise a ring-shaped portion for receiving a hook of a hoisting device, but alternative shapes are conceivable.
  • the concrete body is manufactured by means of a slip form process or an extrusion process.
  • the lifting element to the body afterwards in order to minimize disturbances of the manufacturing process.
  • the centreline of the hole may be angled with respect to an upper face of the concrete body.
  • a hoisting cable may be engaged to the lifting element such that the hoisting cable extends vertically above the body, but the lifting element exerts a lateral force on the wall of the hole. This means that it becomes more difficult to pull the lifting element out of the hole, which may be advantageous if the fixation part comprises a self-tapping screw, for example.
  • the hole may at least partly be drilled into a web between two adjacent hollow cores of the slab.
  • the hole and the lifting element may be adapted such that the lifting element is located below an upper surface of the concrete body adjacent to the lifting element.
  • the lifting element does not project from the concrete body and may be left in the concrete body after installation thereof.
  • the invention is also related to a method for lifting the concrete body according to any of the claims 7 and 8.
  • Fig. 1 shows that the slab 1 is lifted at four lifting elements 6, but a higher number of lifting elements 6 per slab 1 is conceivable.
  • the lifting elements 6 are connected to a central hoisting cable 7 through four intermediate hoisting cables 8.
  • the cables 7, 8 may be ropes, steel cables, chains or the like.
  • Fig. 4 shows more than two lifting elements 6 at a cross-section of the slab 1, but this is only for illustrative reasons.
  • the lifting elements 6 have different dimensions and shapes and different orientations with respect to the slab 1.
  • three of the five lifting elements have a lifting ring 9 and a self-tapping screw 10, which forms a fixation part of the lifting element 6.
  • the lifting ring 9 and self-tapping screw 10 may be made of one piece, but alternatively they may be separate parts.
  • the other two lifting elements 6 as shown in Fig. 4 have respective lifting heads 9', instead of lifting rings.
  • the lifting elements 6 including lifting heads 9' are not entirely screwed into the slab 1 in order to leave room between the lifting heads 9' and the upper surface of the slab 1 in order to allow to receive a hoisting hook between the respective lifting heads 9' and the upper surface of the slab 1.
  • One of the lifting heads 9' is received in a recess in the upper surface of the slab 1; this is also conceivable in case of a lifting ring 9.
  • the lifting element 6 can be left in the slab 1 and possibly covered by a cap.
  • the left lifting element 6 has a lifting ring 9 and the right lifting element 6 has a planar lifting head 9'.
  • Figs. 4 and 5 show holes 11 at the locations of the respective lifting elements 6. The holes 11 are drilled into the slab 1 when it is in a cured phase. This means that the concrete of the slab 1 is already hardened such that the moment of drilling the holes 11 can be selected after the slip form process whenever it suits.
  • the lifting elements 6 are mounted to the slab 1 by screwing their self-tapping screws 10 into the respective holes 11.
  • the self-tapping screws 10 tap cooperating threads into the cured concrete of the slab 1.
  • Fig. 5 shows that in this case the centrelines of the holes 11 are substantially perpendicular to the plane of the slab 1, i.e. substantially vertical in case of considering the plane of the slab 1 horizontally.
  • the intermediate hoisting cables 8 are angled with respect to the plane of the slab 1, which means that the resultant forces on the respective lifting elements 6 are angled with respect to the centrelines of the respective holes 11.
  • the lifting elements 6 also exert lateral forces onto the slab 1, which provides increased resistance against pulling out the lifting elements 6 from the slab 1.
  • the intermediate hoisting cables 8 extend vertically from the lifting rings 9 of the lifting elements 6, but the self-tapping screws 10 and the corresponding holes 11 are angled with respect to the plane of the slab 1, for example as shown by the second lifting element 6 from the left in Fig. 4 .
  • Figs. 2 and 3 shows an alternative concrete body 12, not belonging to the invention, which has the same outer shape and dimensions as the hollow-core slab 1 as shown in Figs. 1 , 4 and 5 .
  • the concrete body 12 is not provided with elongate hollow cores.
  • the lifting elements 6 may have similar dimensions and shapes and orientations with respect to the concrete body 12 as in case of the hollow-core slab 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (8)

  1. Procédé d'attache d'un élément de levage (6) à un corps en béton comprenant une dalle (1) à noyau creux, dans lequel un trou (11) est percé dans le corps (1) lorsqu'il est dans une phase durcie, après quoi une partie de fixation (10) de l'élément de levage (6) est fixée dans ledit trou (11), caractérisé en ce que la partie de fixation de l'élément de levage (6) comprend une vis auto-taraudeuse (10) qui est vissée dans ledit trou (11).
  2. Procédé selon la revendication 1, dans lequel le corps (1) est fabriqué au moyen d'un processus de coffrage glissant ou d'un processus d'extrusion.
  3. Procédé selon l'une des revendications précédentes, dans lequel la ligne centrale du trou (11) est inclinée par rapport à une face supérieure du corps (1) en béton.
  4. Procédé selon l'une des revendications précédentes, dans lequel le trou (11) est au moins partiellement percé dans une toile (4) entre deux noyaux creux adjacents de la dalle (1).
  5. Procédé selon l'une des revendications précédentes, dans lequel l'élément de levage (6) comprend une partie annulaire (9) destinée à recevoir un crochet d'un dispositif de hissage.
  6. Procédé selon l'une des revendications précédentes, dans lequel le trou (11) et l'élément de levage (6) sont adaptés de sorte que l'élément de levage (6) est situé sous une surface supérieure du corps (1) en béton adjacent à l'élément de levage (6).
  7. Procédé de levage du corps (1) en béton comprenant un élément de levage (6) qui est attaché à ce dernier par un procédé selon l'une des revendications précédentes, dans lequel un câble de hissage (8) est relié à l'élément de levage (6).
  8. Procédé de levage du corps (1) en béton comprenant au moins deux éléments de levage (6) qui sont fixés à celui-ci par un procédé selon l'une des revendications 1-6, dans lequel lesdits éléments de levage (6) sont situés à une distance horizontale l'un de l'autre et dans lequel des câbles de hissage (8) sont reliés aux éléments de levage (6) de sorte que des forces vers le haut obtenues sur les éléments de levage (6) sont inclinées par rapport aux lignes centrales respectives des trous (11).
EP15170964.9A 2015-06-08 2015-06-08 Procédé de fixation d'un élément de levage à un corps en béton Active EP3103756B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP15170964.9A EP3103756B1 (fr) 2015-06-08 2015-06-08 Procédé de fixation d'un élément de levage à un corps en béton
HUE15170964A HUE063855T2 (hu) 2015-06-08 2015-06-08 Eljárás emelõelem betontesthez való rögzítésére
PL15170964.9T PL3103756T3 (pl) 2015-06-08 2015-06-08 Sposób mocowania elementu podnoszącego do betonowego korpusu
ES15170964T ES2962661T3 (es) 2015-06-08 2015-06-08 Procedimiento de fijación de un elemento de elevación a un cuerpo de hormigón

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP15170964.9A EP3103756B1 (fr) 2015-06-08 2015-06-08 Procédé de fixation d'un élément de levage à un corps en béton

Publications (3)

Publication Number Publication Date
EP3103756A1 EP3103756A1 (fr) 2016-12-14
EP3103756C0 EP3103756C0 (fr) 2023-08-09
EP3103756B1 true EP3103756B1 (fr) 2023-08-09

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ID=53365888

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15170964.9A Active EP3103756B1 (fr) 2015-06-08 2015-06-08 Procédé de fixation d'un élément de levage à un corps en béton

Country Status (4)

Country Link
EP (1) EP3103756B1 (fr)
ES (1) ES2962661T3 (fr)
HU (1) HUE063855T2 (fr)
PL (1) PL3103756T3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3581352B1 (fr) 2018-06-11 2021-10-06 HILTI Aktiengesellschaft Alésoir et procédé permettant de produire des alésages fraisés dans du béton
EP3757316A1 (fr) 2019-06-27 2020-12-30 Hilti Aktiengesellschaft Vis à béton à rondelle intégrée et surface de collet bombée

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012102466A1 (de) * 2011-03-23 2012-09-27 Adnan Fidan Abhebevorrichtung

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2712268B1 (fr) * 1993-11-10 1996-01-19 Rector Sa Procédé de manutention de produits filés ou extrudés en béton.
DE10008342A1 (de) * 2000-02-23 2001-08-30 Wakai Sangyo Kk Verfahren zum Transportieren von Baumaterial und dafür verwendete Anker
US8596701B2 (en) * 2011-06-02 2013-12-03 Mjt Holdings Llc Anchor hoist ring assembly

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012102466A1 (de) * 2011-03-23 2012-09-27 Adnan Fidan Abhebevorrichtung

Also Published As

Publication number Publication date
PL3103756T3 (pl) 2024-01-22
EP3103756C0 (fr) 2023-08-09
HUE063855T2 (hu) 2024-02-28
EP3103756A1 (fr) 2016-12-14
ES2962661T3 (es) 2024-03-20

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