EP1477620A1 - Dispositif d'ancrage pour éléments de construction en béton et son utilisation - Google Patents

Dispositif d'ancrage pour éléments de construction en béton et son utilisation Download PDF

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Publication number
EP1477620A1
EP1477620A1 EP04011081A EP04011081A EP1477620A1 EP 1477620 A1 EP1477620 A1 EP 1477620A1 EP 04011081 A EP04011081 A EP 04011081A EP 04011081 A EP04011081 A EP 04011081A EP 1477620 A1 EP1477620 A1 EP 1477620A1
Authority
EP
European Patent Office
Prior art keywords
concrete
fastening element
padding
fastener
profile
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
EP04011081A
Other languages
German (de)
English (en)
Other versions
EP1477620B1 (fr
Inventor
Stefan Portmann
Harald Krüger
Markus Glattfelder
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.)
Ankaba Ankertechnik und Bauhandel AG
Original Assignee
Ankaba Ankertechnik und Bauhandel AG
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 Ankaba Ankertechnik und Bauhandel AG filed Critical Ankaba Ankertechnik und Bauhandel AG
Priority to PL04011081T priority Critical patent/PL1477620T3/pl
Publication of EP1477620A1 publication Critical patent/EP1477620A1/fr
Application granted granted Critical
Publication of EP1477620B1 publication Critical patent/EP1477620B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints

Definitions

  • the present invention relates to a fastener for embedding with a End portion in a concrete component and for absorbing transverse forces, wherein on the End portion in the direction of the male transverse forces alignable faces are present, which with respect to this direction a front and a opposite this staggered arranged rear surface part.
  • the invention further relates to uses of such a fastener.
  • Double thrust dome known which as connecting elements between two components made of reinforced concrete, between which a certain relative movement must be possible.
  • the Doppelschubdome serve here for recording and Transmission of shear forces.
  • the known double-thrust domes each consist of two spaced circular domes passing through a power plate and a rigid connecting web are connected together. While only one End portion of the double thrust dome is embedded in one of the two components, the opposite end portion is inserted in sliding sleeves, in the other Concrete component are cast in concrete.
  • the double-thrust domes are aligned so that the two domes offset in the direction of the lateral force come to rest one behind the other. at vertical shear force direction simply means "upright".
  • Cantilever connections For thermally insulated connection of cantilevers as e.g. from outside balcony slabs on in-building floors, so-called Cantilever connections used. Also these cantilever connections must Transverse forces transmitted and are about with s-shaped running concrete iron Mistake.
  • the present invention has as its object the loading capacity of Fasteners of the type mentioned, including in particular the mentioned double thrusts, to increase substantially with simple means.
  • the invention proposes the rear part surface with a To provide upholstery, as characterized in claim 1.
  • the rear part surface prevents this part of the surface Concreting immediately comes in contact with the concrete and rigid in the concrete is embedded. About this part of a load can thus practically not in the Concrete can be initiated. Under stress it comes at best to a certain Compression of the padding, which the applied pressure, if any, only soft passes to the concrete. In the inventive fastener Therefore, the load is almost exclusively on the aligned in Beiastungsraum and transferred with respect to this direction front surface of the concrete. This one Half kaue a greater distance from the lying in the loading direction Concrete surface, results in respect of this part of a larger area potential puncture wedge and thus a higher security against punching.
  • the padding provided according to the invention can be of virtually any kind, as long as they are essentially just the pressure of fresh concrete while concreting withstands a load of the fastener but sufficiently yielding reacts to prevent a load transfer into the concrete or at least sufficiently reduce.
  • the inventive Fastener i. if the concrete surrounding the element has set, it did not need any padding at all.
  • a certain cavity at the place of Upholstery would be enough. Therefore, the upholstery can also be understood are used as a kind of placeholder to create a cavity-like structure Concrete.
  • upholstery in particular, e.g. can be applied by gluing Layers of a dimensionally stable foam material.
  • the fastener according to the invention can advantageously be used e.g. when Double thrust dome for connecting two concrete components in the area of an expansion joint be formed and used together with a corresponding sliding sleeve be as described at the beginning of the prior art, wherein the Of course, padding according to the invention must additionally be provided.
  • the upholstery could only on one side, i. only in relation to one of the two concrete components as well as possibly only partially used.
  • it is preferred in the area attached to both end portions of the fastener so both in the area the firmly concreted end portion as well as guided in the sliding sleeve End portion.
  • a particularly advantageous embodiment results from the choice of a T-shaped or double T-shaped cross-section for the fastener.
  • Fasteners according to the invention can also be fixed with both end portions be embedded in a concrete component, if a relative movement of both concrete components at least away from each other or towards each other not too get or allowed and possibly only a small parallel shift between the two concrete components must be possible, as e.g. both initially also already mentioned cantilever connections is the case.
  • the Padding according to the invention could in this case again on both sides, in particular Cases but only one-sided and possibly only part of the area provided.
  • the fastening element according to the invention can with further advantage also as a kind of universal anchor in particular for suspension heavy components are used.
  • the Doppelschubdom 10 has a double-T-shaped Profile, which is composed of two C-shaped profiles. Both Outer surfaces 11 and 12 of the profile are each full surface with a padding thirteenth or 14 provided.
  • the two C-profiles consist e.g. made of stainless steel.
  • the sliding sleeve 20 is made e.g. made of a plastic material and is in particular produced as an injection molded part. Their shape is chosen so that the Double thrust mandrel 10 with one of its end portions in its opening 21 can be inserted.
  • Fig. 2 shows a Fig. 1 substantially corresponding embodiment in which However, the here as 20'belei sliding sleeve is widened to the double thrust dome 10 'in addition to allow some latitude in the transverse direction.
  • the padding 13 and 14 of Fig. 1 are in this embodiment only outside the sliding sleeve 20 'applied to the double thrust dome.
  • the double thrust mandrel 10 ' In the area of the sliding sleeve is the double thrust mandrel 10 ', however, ungepostert, whereas upholstery 23 and 24th and 24 are applied to the outside of the sliding sleeve.
  • Fig. 3 shows a typical installation situation of the double thrust dome 10 and the Sliding sleeve 20 in two adjacent to each other along an expansion joint 30 plate-shaped concrete components 40 and 50.
  • the Doppelschubdom 10 is with his left end portion poured into the concrete of the concrete component 40 and with his right end portion 16 inserted into the sliding sleeve 20, which in turn in the Concrete of the right concrete component 50 is poured.
  • the length of the sliding sleeve 20 is so measured that the right end portion of the Doppelschubdorens 10 in her with regard to on the expected strains or narrowing of the joint 30 at all times sufficient insertion depth is longitudinally displaceable.
  • the conditions are accurate under the conditions of FIG vice versa.
  • the external lateral force F1 to the lower inner surfaces 16 of the double-T-shaped profile directed upward Surface pressures F1 ', so that the padding 13 is effective, which the training corresponding surface pressures on the upper outer surface 11 prevents which here forms the "back" partial surface.
  • the padding 14 only in the concrete component 40 and the padding 13th to provide only in the concrete component 50.
  • the full-surface coating of both However, outer surfaces 11 and 12 of the double-T-shaped profile has the advantage that thereby any installation errors due to incorrect orientation of the element safely be avoided and also the so-formed Doppelschubdom also in Cases can be used in which with a change in direction of the shear forces may even be rectified, as may be e.g. at two may be the case to be joined together floor panels.
  • Fig. 5 shows a further embodiment of an inventive Fastener in a training as a cantilever plate connection with Insulating element for thermal insulation.
  • the insulating element 68 is only partially shown to the view of the mittweekichen middle section 61 release. In fact, it should completely surround this middle section 67 and extend beyond the profile 60 on both sides. It can be at a height between 12 and 30 cm have a total length of up to 200 cm.
  • the insulating element 68 except with the illustrated profile 60 with be further provided to parallel profiles 60 of the same kind.
  • Fig. 6 shows a typical installation situation of a Kragplattenan gleiches approximately corresponding to that of Fig. 5, here the plate-shaped concrete member 44, e.g. a Floor ceiling of a building and the concrete component 55 on the building Externally attached projecting balcony plate is.
  • the profile 60 is with his left End portion in the concrete of the concrete component 44 and with its right end portion poured into the concrete of the concrete component 55.
  • the insulating element 68 forms a Thermal insulation between the lying inside the building ceiling 44 and the weather-exposed outer balcony slab 55.
  • a kind of anchor 70 of again double T-shaped profile which with its left end portion in one any concrete component 80 (which could also be a wall) is poured and is at its protruding free right end portion any part e.g. could be hung up.
  • any concrete component 80 which could also be a wall
  • any part e.g. could be hung up is poured and is at its protruding free right end portion any part e.g. could be hung up.
  • the Padding 74 corresponds in effect to the padding 64 of FIG. 6 and by the padding 73 of reversing the direction of load registration (surface pressure F3 ") to the left profile end towards account is taken.
  • the padding 73 corresponding Upholsterings could also be useful added in the example of Fig. 6.
  • a per se in the example of Fig. 7 also again preferred full-surface Padding of both profile outer surfaces 71 and 72 in the embedded end portion would be in any case, padding is present at all critical points, taking them where they are not needed, do not disturb.
  • the embodiment of Fig. 7 is suitable especially as a heavy duty anchor.
  • the double-T or double C-shaped used in the above examples Profile is preferred because it is in the various possible stress situations the Optionally absorb, transmit and initiate occurring transverse forces. Further preferred, as already mentioned, a full-surface padding his External surfaces, because then upholstery in any case at all critical points available which, on the other hand, do not disturb where they are not needed.
  • the profile is e.g. in comparison with the double-thrust domes mentioned at the beginning
  • the prior art also simple and inexpensive to produce, for. endless in an extrusion process.
  • a non-ideally extrudable material e.g. Stainless steel proves the double C shape to be advantageous because the individual C profiles bent from a flat material in the C-shape and then only back need to be welded together.
  • the double T-shaped profiles could have a length between 20 and 80 cm, a height between 6 and 50 cm and a width between 6 and 20 cm have a thickness of Range of T-flanges between 4 and 30 mm.
  • a C-profile can be specified or even a single-T-profile.
  • Fig.8 shows ledilgich to clarify the possible variety of geometry still a rather extreme and less favorable example in which one on one of his Rectangular profile 90 edges each partial surfaces 91 on both sides of the upper edge with a padding 93 and Operaf kauen 92 on both sides of the lower edge with a Padding 94 is provided.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)
EP04011081A 2003-05-12 2004-05-10 Dispositif d'ancrage pour éléments de construction en béton et son utilisation Expired - Lifetime EP1477620B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL04011081T PL1477620T3 (pl) 2003-05-12 2004-05-10 Człon mocujący do betonowych elementów konstrukcyjnych i jego zastosowanie

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH8232003 2003-05-12
CH8232003 2003-05-12

Publications (2)

Publication Number Publication Date
EP1477620A1 true EP1477620A1 (fr) 2004-11-17
EP1477620B1 EP1477620B1 (fr) 2006-09-13

Family

ID=32997012

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04011081A Expired - Lifetime EP1477620B1 (fr) 2003-05-12 2004-05-10 Dispositif d'ancrage pour éléments de construction en béton et son utilisation

Country Status (4)

Country Link
EP (1) EP1477620B1 (fr)
AT (1) ATE339559T1 (fr)
DE (1) DE502004001442D1 (fr)
PL (1) PL1477620T3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005036881A1 (de) * 2005-08-02 2007-02-15 Peca-Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge
EP2146004A2 (fr) 2008-07-17 2010-01-20 BS Ingenieure AG Connexion de broche travaillant en cisaillement
WO2011133531A1 (fr) * 2010-04-21 2011-10-27 Russell Boxall Transfert de charges à travers des joints dans des dalles en béton
EP2245227A4 (fr) * 2008-01-21 2015-03-04 Peikko Group Oy Système de joint de dilatation d'agencement de dalles de béton
EP3023555A1 (fr) * 2014-11-21 2016-05-25 Pakon AG Dispositif de connexion de force transversale et son utilisation
WO2019210968A1 (fr) * 2018-05-04 2019-11-07 B.T. Innovation Gmbh Système d'ancrage à force transversale

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020005274A1 (de) 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0328484A1 (fr) * 1988-02-11 1989-08-16 Egco Ag Manchon de glissement pour la prise d'un boulon de force transversal
DE19700765A1 (de) * 1997-01-11 1998-07-16 Elasto Gleitlager Technik Gmbh Querkraftdornlager
DE19807621A1 (de) * 1998-02-21 1999-08-26 Schoeck Bauteile Gmbh Befestigung eines Querkraftdornes an einem Bauelement
EP1158114A2 (fr) * 2000-05-26 2001-11-28 ASD Herzog+Partner Handelsgesellschaft Lit support pour mandrin à charge transversale

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0328484A1 (fr) * 1988-02-11 1989-08-16 Egco Ag Manchon de glissement pour la prise d'un boulon de force transversal
DE19700765A1 (de) * 1997-01-11 1998-07-16 Elasto Gleitlager Technik Gmbh Querkraftdornlager
DE19807621A1 (de) * 1998-02-21 1999-08-26 Schoeck Bauteile Gmbh Befestigung eines Querkraftdornes an einem Bauelement
EP1158114A2 (fr) * 2000-05-26 2001-11-28 ASD Herzog+Partner Handelsgesellschaft Lit support pour mandrin à charge transversale

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005036881A1 (de) * 2005-08-02 2007-02-15 Peca-Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge
DE102005036881B4 (de) * 2005-08-02 2012-06-14 Peca Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge
EP2245227A4 (fr) * 2008-01-21 2015-03-04 Peikko Group Oy Système de joint de dilatation d'agencement de dalles de béton
EP2146004A2 (fr) 2008-07-17 2010-01-20 BS Ingenieure AG Connexion de broche travaillant en cisaillement
DE102008033585A1 (de) 2008-07-17 2010-02-18 Bs Ingenieure Ag Schubdornverbindung
DE102008033585B4 (de) * 2008-07-17 2010-04-29 Bs Ingenieure Ag Schubdornverbindung
US8627626B2 (en) 2010-04-21 2014-01-14 Russell Boxall Transferring loads across joints in concrete slabs
WO2011133531A1 (fr) * 2010-04-21 2011-10-27 Russell Boxall Transfert de charges à travers des joints dans des dalles en béton
EP3023555A1 (fr) * 2014-11-21 2016-05-25 Pakon AG Dispositif de connexion de force transversale et son utilisation
WO2019210968A1 (fr) * 2018-05-04 2019-11-07 B.T. Innovation Gmbh Système d'ancrage à force transversale
CN112119192A (zh) * 2018-05-04 2020-12-22 B.T.创新公司 剪力锚
JP2021522432A (ja) * 2018-05-04 2021-08-30 ベーテー イノヴェイション ゲゼルシャフト ミット ベシュレンクテル ハフツング 剪断力アンカー
CN112119192B (zh) * 2018-05-04 2022-04-19 B.T.创新公司 剪力锚
US11486131B2 (en) 2018-05-04 2022-11-01 B.T. Innovation Gmbh Shear force anchor

Also Published As

Publication number Publication date
EP1477620B1 (fr) 2006-09-13
ATE339559T1 (de) 2006-10-15
PL1477620T3 (pl) 2007-02-28
DE502004001442D1 (de) 2006-10-26

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