EP0835972A1 - Méthode de fabrication d'ancrages et ancrage - Google Patents

Méthode de fabrication d'ancrages et ancrage Download PDF

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Publication number
EP0835972A1
EP0835972A1 EP97203094A EP97203094A EP0835972A1 EP 0835972 A1 EP0835972 A1 EP 0835972A1 EP 97203094 A EP97203094 A EP 97203094A EP 97203094 A EP97203094 A EP 97203094A EP 0835972 A1 EP0835972 A1 EP 0835972A1
Authority
EP
European Patent Office
Prior art keywords
nail
sleeve
fixing
head
cramp
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Withdrawn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
EP97203094A
Other languages
German (de)
English (en)
Inventor
Hendrikus Johannes Adrianus Van Paradijs
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.)
Leviat BV
Original Assignee
Demu Metaalindustrie 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 Demu Metaalindustrie BV filed Critical Demu Metaalindustrie BV
Publication of EP0835972A1 publication Critical patent/EP0835972A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • 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

Definitions

  • the invention relates to a method of making a fixing cramp.
  • Fixing cramps are known, inter alia from EP 0 698 702, and they are frequently used in transporting and mounting concrete elements. It is important, therefore, that the cost price of the fixing cramps be kept as low as possible.
  • EP 0 698 702 a specially made cramp shank 3 is used, on which a sleeve 6 is mounted.
  • the manufacture of a special cramp shank is a relatively costly affair, however, which is an impeding factor with regard to the use of these fixing cramps.
  • a usual construction of said fixing cramps consists of a standardised hexagon head bolt with a cylindrical sleeve mounted and pressed thereon.
  • the object of the invention is to achieve a further reduction of the cost price of these known fixing cramps, and in order to accomplish that objective the method of making a fixing cramp comprises the following steps:
  • the cost of the finishing operation is saved and the cost price is further reduced.
  • the nail and/or the sleeve are plastically deformed when said locking takes place, in such a manner that the outer circumference of the fixing cramp becomes unround over at least part of its length, seen in cross-sectional view.
  • the invention furthermore relates to a fixing cramp composed of a bolt-shaped nail comprising a shank, which has the same dimensions as a standardised hexagon head bolt, and of a tubular sleeve screwed onto said shank.
  • Such fixing cramps are known, whereby a standardized hexagon head bolt is selected for the bolt-shaped part, and such fixing cramps are frequently used in concrete.
  • the strength of the fixing cramp in the concrete is inter alia determined by the manner in which the head is fixed in the concrete. Since the hexagonal head of the bolt has been designed to have an area suitable for fitting steel parts together, this area is relatively small, and as a result of this the head is not very suitable for transmitting a sufficiently large load to the concrete, whilst another drawback of the hexagonal shape is the fact that the corner points of the hexagon load the concrete in a disadvantageous manner.
  • the object of the fixing cramp according to the invention is to eliminate the above drawbacks, and in order to accomplish that objective the head of the nail is substantially cylindrical, with a minimum dimension which corresponds with the largest dimension of the head of the standardised hexagon head bolt.
  • the head substantially cylindrical leads to a maximisation of the area which is capable of exerting pressure on the concrete in the direction of pulling, whilst the basic area is nevertheless equal to that of a hexagon head bolt, which permits a lower cost price, whilst the cylindrical shape of the head furthermore leads to fewer stress concentrations in the transition area between metal and concrete, as a result of which the cramp can be loaded more heavily.
  • the bolt-shaped nail and/or the tubular sleeve are provided with rotation-preventing means comprising plastically deformable portions of the nail and/or the sleeve surfaces.
  • said rotation-preventing means consist of a multilaterally deformable outer circumference of the sleeve.
  • said rotation-preventing means consist of a non-circular section of the shank.
  • the shank is for example flattened on two sides thereby, as a result of which the cramp is prevented from rotating.
  • FIGs. 1 and 2 show a first embodiment of a fixing cramp according to the invention.
  • a nail 1 comprises a shank 2 and a head 3, which is formed by deforming material having the same diameter as shank 2 without material removal. First stretching of the material takes place, which material is for example supplied in the shape of a wire present on a coil, or, when larger wire diameters are used, in the shape of a bar. Then head 3 is formed by deforming the material without removing any material, which head 3 has a minimum diameter a, which is at least twice that of the wire, for example, so that it would be possible to form a hexagonal head at a later stage by means of finishing operation, whereby the head comprises the standardized dimensions for the wire diameter in question.
  • the deformation without material removal may be carried out on cold material, possibly the material is heated, so that deformation will take place more easily with larger diameters. Costly moulds are used for this deformation without material removal. It is preferred, therefore, to use moulds which are used for normal mass-produced articles, such as hexagon head bolts.
  • screw thread is formed on shank 2, for example by means of a rolling operation.
  • the production steps for the production of standardized hexagon head bolts are identical to the steps indicated above, and head 3 is given its hexagonal shape by means of a mechanical operation, for example after the screw thread has been formed. Head 3 is not worked during the forming of nail 1.
  • the other operations are identical, as a result of which the cost price of nail 1 can be kept low, because tools are used which are also suitable for the series-production of bolts.
  • An internally threaded sleeve 4 is screwed onto nail 1.
  • the diameter of the material and the allowable stress of sleeve 4 result in a force to be maximally transmitted by sleeve 4, which force preferably corresponds more or less with the force to be maximally transmitted by shank 2. whereby different materials as well as different diameters may be used for sleeve 4 and shank 2.
  • the force being exerted on sleeve 2 by an attachment screwed into sleeve 2 is transmitted to shank 2, which transmits said force, via head 3, to the concrete in which the cramp is fixed.
  • Sleeve 4 may become detached from the screw thread of shank 2 during the pouring of concrete, whereby the fixing cramp is subject to vibrations caused by the compacting of the concrete. If this were to happen, the holding force of the fixing cramp may be considerably reduced without this being visible on the outside of the concrete. This is highly undesirable.
  • sleeve 4 is pressed onto the screw thread of shank 2 all round over a deformed area 5 having a length b.
  • Figs. 1 and 2 show how the outer circumference of sleeve 4 is deformed in longitudinal direction. The more or less corrugated surface obtained by the pressing step also prevents fixing cramp from rotating in the concrete. This deformation takes place as a result of a pressing force being exerted on the outer circumference of sleeve 4, transversely to the longitudinal direction thereof, by means of a tool being positioned round the outer circumference.
  • Figs. 3 and 4 show a second embodiment of the invention, wherein sleeve 2 is pressed onto the screw thread of shank 2 from two sides without a significant visible deformation of the outer circumference of sleeve 4 taking place, wherein shank 2 has likewise been flattened from two sides over an area 6, thus creating a deformed section 7, which is more or less rectangular, for example, or in any case non-circular, as a result of which the fixing cramp cannot rotate in the concrete.
  • the above-described method of making nail 1 may be carried out in a different manner in practice, depending on the diameter of shank 2, for example. It is conceivable thereby to form the screw thread by means of a material-removing operation rather than by means of a rolling operation. What remains important, however, is the fact that the making of nail 1 is based on the forming of a comparable hexagon head bolt, whereby the operation of forming the hexagon on the head is not carried out.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)
EP97203094A 1996-10-11 1997-10-08 Méthode de fabrication d'ancrages et ancrage Withdrawn EP0835972A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1004256 1996-10-11
NL1004256A NL1004256C2 (nl) 1996-10-11 1996-10-11 Werkwijze voor het maken van een bevestigingsanker alsmede een bevestigingsanker.

Publications (1)

Publication Number Publication Date
EP0835972A1 true EP0835972A1 (fr) 1998-04-15

Family

ID=19763662

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97203094A Withdrawn EP0835972A1 (fr) 1996-10-11 1997-10-08 Méthode de fabrication d'ancrages et ancrage

Country Status (2)

Country Link
EP (1) EP0835972A1 (fr)
NL (1) NL1004256C2 (fr)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2289269A1 (fr) * 1974-11-01 1976-05-28 Go Proizv Konst Procede de fabrication de pieces avec tige et tete en alliages a haute resistance a base de titane a deux phases
GB1442987A (en) * 1972-09-20 1976-07-21 Gkn Bolts Nuts Ltd Method of making headed fasteners
DE3338762A1 (de) * 1983-10-26 1985-05-09 Winfried Dipl.-Ing. 6365 Rosbach Schnabel Verankerungen von stahlbauteilen durch schraubverbindungen im beton
EP0158944A2 (fr) * 1984-04-14 1985-10-23 Deha Baubedarf GmbH & Co. KG Ancre de transport pour élinguer des éléments préfabriqués en béton armé à des engins de levage
DE8705508U1 (de) * 1987-04-14 1987-06-19 Ille, Hans-Jürgen, Dipl.-Ing., 6500 Mainz Transportanker für Betonbauteile
DE4310022A1 (de) * 1992-03-31 1993-10-07 Pfeifer Seil Hebetech Anker für Betonfertigteile und Verfahren zu dessen Herstellung

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1442987A (en) * 1972-09-20 1976-07-21 Gkn Bolts Nuts Ltd Method of making headed fasteners
FR2289269A1 (fr) * 1974-11-01 1976-05-28 Go Proizv Konst Procede de fabrication de pieces avec tige et tete en alliages a haute resistance a base de titane a deux phases
DE3338762A1 (de) * 1983-10-26 1985-05-09 Winfried Dipl.-Ing. 6365 Rosbach Schnabel Verankerungen von stahlbauteilen durch schraubverbindungen im beton
EP0158944A2 (fr) * 1984-04-14 1985-10-23 Deha Baubedarf GmbH & Co. KG Ancre de transport pour élinguer des éléments préfabriqués en béton armé à des engins de levage
DE8705508U1 (de) * 1987-04-14 1987-06-19 Ille, Hans-Jürgen, Dipl.-Ing., 6500 Mainz Transportanker für Betonbauteile
DE4310022A1 (de) * 1992-03-31 1993-10-07 Pfeifer Seil Hebetech Anker für Betonfertigteile und Verfahren zu dessen Herstellung

Also Published As

Publication number Publication date
NL1004256C2 (nl) 1998-04-15

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