WO2012025106A2 - Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction - Google Patents

Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction Download PDF

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Publication number
WO2012025106A2
WO2012025106A2 PCT/DE2011/075117 DE2011075117W WO2012025106A2 WO 2012025106 A2 WO2012025106 A2 WO 2012025106A2 DE 2011075117 W DE2011075117 W DE 2011075117W WO 2012025106 A2 WO2012025106 A2 WO 2012025106A2
Authority
WO
WIPO (PCT)
Prior art keywords
sleeve
mandrel
anchoring
deflecting element
joint
Prior art date
Application number
PCT/DE2011/075117
Other languages
German (de)
English (en)
Other versions
WO2012025106A3 (fr
Inventor
Manfred Hanrath
Original Assignee
Max Frank Gmbh & Co. Kg
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 Max Frank Gmbh & Co. Kg filed Critical Max Frank Gmbh & Co. Kg
Priority to SI201130412T priority Critical patent/SI2516761T1/sl
Priority to PL11782027T priority patent/PL2516761T3/pl
Priority to EP11782027.4A priority patent/EP2516761B1/fr
Publication of WO2012025106A2 publication Critical patent/WO2012025106A2/fr
Publication of WO2012025106A3 publication Critical patent/WO2012025106A3/fr

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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
    • 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
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction

Definitions

  • the present invention relates to a device for connecting two components separated by a joint and for absorbing transverse forces occurring between the components.
  • Transverse force mandrels are connection and pressure distribution elements for two in the same plane running concrete components, which are separated from each other by a joint.
  • Querkraftdorne are known from the prior art, which allow relative movements of building parts in only one direction, but also mandrels, which allow a relative movement in two directions.
  • the lateral force mandrels 1 which are anchored in a first part of the building and are generally cylindrical, are received by a concentric cylindrical sleeve 2 anchored in the second part of the building.
  • the reference numeral 4 holes are designated, which serve to attach the sleeve to the formwork by nails or screws.
  • the mandrel 1 can only move along the longitudinal axis of the cylindrical sleeve 2, whereby movements in only one direction (a-direction) are possible.
  • the cylindrical mandrel 1 is received, for example, by a sleeve 3 designed as a hollow cuboid, the extension of the sleeve 3 in the c direction in FIG Substantially corresponds to the diameter of the mandrel 1.
  • the mandrel 1 on the one hand in the direction of its longitudinal axis (a-direction) penetrate into the sleeve, but it is also horizontal movements of the mandrel perpendicular to its longitudinal axis (b-direction) possible.
  • a transverse force mandrel bearing which consists of a transverse force mandrel, a transverse force mandrel bearing sleeve and a bearing cage holding the bearing sleeve and the mandrel. Further, a laterally arranged to be bridged joint gap face plate in the form of four cross tabs is provided. This face plate is used to fix the shear force mandrel bearing sleeve to a shuttering during the preparation of the concrete slab, in which the bearing sleeve is poured.
  • the storage basket consists of a number of closed loops of reinforcing steel wires with an inwardly bent hook in which the sleeve is located. The loops are thus in planes parallel to the plane of the face plate and parallel to the direction of the joint.
  • EP 193 494 A1 describes a transverse force mandrel bearing in which the support of the transverse force mandrel bearing sleeve takes place independently of the bearing basket.
  • a mounting shoe is attached to an end formwork, in which a front plate, which is fixedly connected to the Querkraftdornhülse, can be inserted.
  • a height-adjustable support rod is provided, which guarantees a correct mounting of the bearing sleeve during Einbetonierens.
  • the face plate has only a holding function during Einbeton Schl.
  • the independent storage basket has corresponding steel rings in which on the one hand the sleeve and on the other hand the transverse force mandrel are mounted.
  • connection and pressure distribution element for two concrete components separated by a joint is described in EP 554 483 A1.
  • the element has a connection bolt bridging the joint, a sliding sleeve, a stirrup element assigned to the connecting pin, a second stirrup element associated with the sliding sleeve and a retaining plate for the sliding sleeve.
  • a transverse force mandrel bearing is known consisting of a transverse force mandrel, a transverse force mandrel bearing sleeve and a bearing cage holding the bearing cage.
  • Both sides of the joint gap to be bridged face plates are arranged stainless steel, each forming together with a band of stainless steel arranged perpendicular to the direction of the joint, forming a storage basket loop.
  • the invention starts here. It should be made available a device for connecting two components separated by a joint and for receiving transverse forces occurring between the components, which has a good static load capacity and can be produced simultaneously with a relatively low cost of materials. This object is achieved by the device for connecting two separate components by a joint and for receiving occurring between the components transverse forces according to independent claim 1. Further advantageous aspects, details and embodiments of the invention will become apparent from the dependent claims, the description and the drawings.
  • the device according to the invention for connecting two components separated by a joint, namely a mandrel-side component and a sleeve-side component, and for receiving transverse forces occurring between the components comprises a mandrel, a sleeve, a substantially form-locking the mandrel encompassing mandrel-side force deflecting element and at least one mandrel-side anchoring bracket.
  • the mandrel-side anchoring bow has a loop portion and two end portions, wherein the mandrel-side anchoring bow in its loop portion, the mandrel-side Kraftumlenkelement wraps around substantially form-fitting and provided for anchoring in concrete end portions of the mandrel-side anchoring bracket in the installed state of the joint away in the direction of the mandrel-side component.
  • the end sections of the arbor-side anchoring bracket provided in the concrete for anchoring are particularly preferably run substantially perpendicular to the joint plane away from the joint in the direction of the mandrel-side component.
  • the device according to the invention has a significantly improved static load capacity compared to the solutions known from the prior art. At the same time, the device according to the invention can be produced with a comparatively low cost of materials.
  • the mandrel-side force deflecting element has a diameter which allows a simple reinforcing bar to bend so far that it wraps around the mandrel-side force deflecting element substantially in a form-fitting manner.
  • the mandrel-side force deflecting element can be firmly connected to the mandrel, in particular welded or glued. But it can also be placed without a fixed connection substantially form-fitting manner around the mandrel.
  • a further material saving can be achieved if, when dimensioning the anchoring bracket, it is ensured that the transverse forces which occur decrease with increasing distance between the two components to be connected, ie with increasing joint size. With increasing joint size so the cross section of the anchoring bracket can be reduced and thus additional material can be saved. It is even conceivable that the cross section of the anchoring bracket can be reduced so far that steel cables can be used as anchoring bracket.
  • anchoring bracket should therefore also include anchoring elements which, on account of their dimensioning, could also be referred to as “anchoring cables”.
  • a fixation of the device according to the invention can also be done by a fixation of the mandrel in the sleeve.
  • the sleeve is provided with a bead or the like, so that the mandrel can not slip out of the sleeve. With sufficient fixation of the sleeve so that the inventive device is securely attached.
  • the device according to the invention is suitable for the connection of two components, of which only the arbor-side component is statically loaded in a predetermined direction.
  • the sleeve is installed in this embodiment in the wall, while mandrel, mandrel-side force deflecting element and mandrel-side anchoring bracket are concreted into the stair landing.
  • the stair landing is statically loaded only in a predetermined direction. The resulting shear forces are introduced via the mandrel-side anchoring bracket in the concrete of the landing.
  • the mandrel-side anchoring bracket is fixed in the installed state that its loop portion is oriented relative to an imaginary, provided by the anchoring in the concrete end portions of the mandrel-side anchoring bracket plane oriented in the direction of the static load of the component in the mandrel, mandrel-side force deflecting and thornschauer anchoring bracket are installed.
  • the loop portion is below the plane defined by the two end portions of the mandrel-side anchoring bracket plane.
  • the load acting vertically downward on the mandrel-side component is introduced in this way upwards into the component.
  • the device additionally comprises a sleeve-side force deflecting element enclosing the sleeve substantially in a form-fitting manner, and at least one sleeve-side anchoring clip comprising a loop section and two end sections.
  • the sleeve-side anchoring bracket wraps in its loop portion of the sleeve side Kraftumlenkelement substantially positive.
  • the provided for anchoring in concrete end portions of the sleeve-side anchoring bracket extend in the installed state of the joint away in the direction of the sleeve-side member. In the installed state, the end sections of the sleeve-side anchoring bracket which are provided for anchoring in the concrete are particularly preferably run substantially perpendicular to the joint plane away from the joint in the direction of the sleeve-side component.
  • the sleeve-side force deflection element can be firmly connected to the sleeve, in particular welded or glued. But it can also be placed without a fixed connection substantially form-fitting manner around the sleeve.
  • the device is suitable for the connection of two components, both of which are statically loaded in each case in a predetermined direction.
  • Sleeve, sleeve-side force deflecting element and sleeve-side anchoring bracket are installed in the sleeve-side concrete slab, while mandrel, mandrel-side force deflecting element and mandrel-side anchoring bracket are concreted into the mandrel-side concrete slab.
  • Both concrete slabs are statically loaded exclusively in a predetermined direction. The resulting shear forces are introduced via the anchoring brackets in the concrete of the two plates.
  • the sleeve-side anchoring bracket is fixed in the installed state that its loop portion is oriented relative to an imaginary, provided by the anchoring in the concrete end portions of the sleeve side anchoring bracket plane in the direction of the static load of the sleeve-side component, in the sleeve, sleeve-side force deflection and sleeve side anchoring bracket are installed.
  • sleeve-side force deflection and sleeve side anchoring bracket are installed.
  • both the mandrel-side anchoring brackets and the sleeve-side anchoring brackets are installed in the orientation described.
  • the device comprises two mandrel-side anchoring brackets.
  • the two mandrel-side anchoring brackets enclose in their loop sections the mandrel-side force deflecting element essentially in a form-fitting manner, wherein the two mandrel-side anchoring brackets are guided in opposite directions around the mandrel-side force deflecting element.
  • the end portions of the two mandrel-side anchoring brackets are substantially perpendicular to the joint plane away from the joint and substantially parallel to each other.
  • the end sections lead in this case particularly far into the in-situ concrete and thus ensure a secure anchoring.
  • the device is suitable for the connection of two components, of which the sleeve-side component is statically loaded exclusively in a predetermined direction, while the arbor-side component can be subjected to static loads in two opposite directions.
  • Sleeve, sleeve-side force deflecting element and sleeve-side anchoring bracket are installed in the sleeve-side component, which is statically loaded exclusively in one direction, while mandrel, mandrel-side force deflecting element and the two mandrel anchoring brackets are embedded in the mandrel component, which are exposed to static loads in two opposite directions can.
  • the lateral forces occurring during a static load are introduced via the anchoring brackets in the concrete of the two components.
  • the two mandrel-side anchoring brackets are oriented in opposite directions to each other, ie the reversal points of the loop portions of the two anchoring brackets lie on a straight line which is substantially perpendicular to the end portions of the mandrel-side anchoring bracket runs. Static loads of the corresponding component can be introduced particularly well into the component in such an orientation of the mandrel-side anchoring bracket.
  • the device additionally or alternatively comprises two sleeve-side anchoring brackets.
  • the two sleeve-side anchoring brackets enclose in their loop sections the sleeve-side force deflecting element essentially in a form-fitting manner, with the two sleeve-side anchoring brackets being guided in opposite directions around the sleeve-side force deflecting element.
  • the end portions of the two sleeve-side anchoring brackets in the installed state are substantially perpendicular to the joint plane away from the joint and substantially parallel to each other.
  • the end sections lead in this case particularly far into the in-situ concrete and thus ensure a secure anchoring.
  • the device in which both two arbor-side anchoring brackets are provided as two sleeve-side anchoring brackets, the device is suitable for the connection of two components, both of which are statically loaded in two mutually opposite directions.
  • Both the two mandrel-side anchoring brackets and the two sleeve-side anchoring brackets are particularly preferably oriented in opposite directions, ie the points of reversal of the loop sections of the two mandrel-side anchoring brackets lie on a straight line which runs essentially perpendicular to the end sections of the mandrel-side anchoring brackets, while the turning points of the loop sections of FIG two sleeve-side anchoring bracket lie on a straight line which is substantially perpendicular to the end portions of the sleeve-side anchoring bracket.
  • static loads of the corresponding component can be introduced particularly well in the component in such an orientation of the anchoring bracket.
  • the device additionally comprises two end plates arranged on both sides of the joint to be bridged, namely a spike-side end plate and a sleeve-side end plate.
  • the arbor-side anchoring bracket is firmly connected to the spine-side end plate on the side facing away from the joint, and the (the) sleeve-side anchoring bracket is particularly preferred the side facing away from the joint of the sleeve-side end plate connected to the sleeve-side end plate.
  • the two end plates are attached to the formwork of the respective component in a conventional manner, in particular nailed or screwed.
  • corresponding bores are usually provided in the end plates. Through these holes a nail or a screw is guided in each case and fixes the device in this way to the formwork.
  • the end plates are preferably made of a corrosion-resistant material. Usually, the end plates are made of stainless steel, but they can also be made of plastic.
  • the mandrel is designed as a solid cylinder and the mandrel-side force deflecting element as a hollow cylinder.
  • a trained as a solid cylinder mandrel can be equipped in a particularly simple manner with a trained as a hollow cylinder mandrel-side Kraftumlenkelement.
  • the inner diameter of the mandrel-side Kraftumlenkelements is only slightly larger than the outer diameter of the mandrel.
  • the mandrel-side force deflecting element can then, if necessary, be firmly connected to the mandrel, preferably welded.
  • the mandrel may also be formed as a full cuboid.
  • the mandrel is equipped with a mandrel-side force deflection element designed in the form of two cylinder sections.
  • the sleeve is designed accordingly in this embodiment as a hollow cuboid.
  • a trained as a hollow cuboid sleeve that receives a formed as a full cuboid mandrel allows relative movements of building parts in only one direction.
  • the sleeve and the sleeve-side force deflecting element are formed as a hollow cylinder.
  • a trained as a hollow cylinder sleeve can accommodate a trained as a solid cylinder mandrel in a particularly simple manner.
  • the inner diameter of the sleeve is only slightly larger than the outer diameter of the mandrel.
  • a sleeve designed as a hollow cylinder can be equipped in a particularly simple manner with a sleeve-side force deflecting element designed as a hollow cylinder.
  • the inner diameter of the sleeve-side Kraftumlenkelements is only slightly larger than the Au - maybe messyr the sleeve. If necessary, the sleeve-side force deflection element can then be firmly connected to the sleeve, preferably welded, in a simple manner.
  • Embodiments according to which a sleeve designed as a hollow cylinder receives a mandrel formed as a solid cylinder, allow relative movements of building parts in only one direction.
  • the cylindrical mandrel is received by a sleeve designed as a hollow cuboid, wherein the extension of the sleeve in one direction substantially corresponds to the diameter of the mandrel.
  • the mandrel may penetrate into the sleeve in the direction of its longitudinal axis, but horizontal movements of the mandrel perpendicular to its longitudinal axis are also possible.
  • the sleeve is formed as a hollow cuboid.
  • the sleeve is equipped with a sleeve-side force deflecting element in this case, which is then looped around by the sleeve-side anchoring bracket or the sleeve-side anchoring brackets.
  • the sleeve-side force deflecting element is formed in this case in the form of two cylindrical sections.
  • mandrel-side force deflection element and / or sleeve-side force deflection element are made of a corrosion-resistant material, preferably of stainless steel or galvanized black steel.
  • a corrosion-resistant material preferably of stainless steel or galvanized black steel.
  • mandrel-side force deflecting element and / or sleeve-side force deflecting element welded or glued to the mandrel and / or with the sleeve.
  • the mentioned types of fastening ensure a secure and permanent connection of mandrel and mandrel-side force deflecting element or sleeve and sleeve-side force deflecting element.
  • Figure 1 shows a cylindrical mandrel with a cylindrical sleeve (prior art).
  • Fig. 2 is a cylindrical mandrel with a rectangular sleeve (prior art);
  • FIG. 3A shows a construction steel rod
  • FIG. 3C shows the reinforcing bar bent twice to form an anchoring bar of FIG. 3A;
  • FIG. 4 shows an embodiment of the device according to the present invention in perspective view
  • FIG. 5 shows a section through the device of Figure 4 with the sectional plane V-V.
  • FIG. 6 shows a section through the device of FIG. 4 with the sectional plane VI-VI;
  • Fig. 7a is a perspective view of a trained as a solid cylinder
  • Fig. 7b is a perspective view of a trained as a hollow cuboid
  • Sleeve with a formed in the form of two cylinder sections sleeve-side Kraftumlenkelement.
  • FIGs. 3A to 3C illustrate the manufacture of an anchoring bracket according to the present invention by bending a structural steel bar 30 twice (see Fig. 3A).
  • the steel rod is first bent once so that the two sections of the rod are substantially parallel to each other and the free ends of the steel rod come to lie flush next to each other (see Fig. 3B).
  • the ends of the steel rod opposite thereby creates a loop-shaped area, for which a loop portion 10 can be defined.
  • This looped area opposite the ends of the steel bar is then bent a second time (see Fig. 1C).
  • the double-curved steel bar represents an anchoring bracket 8 according to the present invention, wherein the Anchoring bracket 8 is firmly connected in its loop portion 10 with a front plate.
  • FIG. 4 shows a device according to the invention for connecting two components separated by a joint and for absorbing transverse forces occurring between the components.
  • the device comprises a mandrel 40, a sleeve 41, two arranged on both sides of the joint to be bridged end plates 42, 43 of corrosion-resistant material, namely a mandrel-side end plate 42 and a sleeve-side end plate 43, a mandrel-connected to the mandrel force deflection element (not shown) and two mandrel-side anchoring brackets 44, 45 each having a loop portion (not shown) and two end portions 44a, 44b, 45a, 45b, wherein the mandrel-side anchoring brackets are firmly connected to the side facing away from the joint of the mandrel-side end plate 42 with the mandrel-side end plate 42.
  • the mandrel-side anchoring brackets 44, 45 wrap around the mandrel-side force deflecting element in its loop sections substantially in a form-fitting manner.
  • the two mandrel-side anchoring brackets 44, 45 are guided in opposite directions to each other around the mandrel-side force deflecting element.
  • the anchoring in concrete provided end portions 44a, 44b, 45a, 45b of the mandrel-side anchoring brackets 44, 45 extend substantially parallel to each other substantially perpendicular to the joint plane of the mandrel-side end plate 42 away.
  • the device shown in Figure 4 additionally has a sleeve-side force deflecting element 46 fixedly connected to the sleeve 41 and two sleeve-side anchoring brackets 47, 48.
  • the two sleeve-side anchoring brackets 47, 48 each comprise a loop portion 49, 50 and two end portions 47a, 47b, 48a, 48b, wherein the sleeve-side anchoring brackets 47, 48 are fixedly connected to the sleeve-side end plate 43 on the side of the sleeve-side end plate 43 facing away from the joint ,
  • the sleeve-side anchoring brackets 47, 48 wrap around in their loop portions 49, 50, the sleeve-side Kraftumlenkelement 46 substantially positive fit.
  • the two sleeve-side anchoring brackets 47, 48 are guided in opposite directions to each other around the sleeve-side force deflecting element.
  • the provided for anchoring in concrete end portions 47 a, 47 b, 48 a, 48 b of the sleeve-side anchoring bracket 47, 48th run substantially parallel to each other substantially perpendicular to the joint plane of the sleeve-side end plate 43 away.
  • FIG. 5 shows a section through the device according to FIG. 4 with the sectional plane V-V.
  • the mandrel-side force deflecting element 60 and the two mandrel-side anchoring brackets 44, 45 are shown.
  • the anchoring brackets 44, 45 each have a loop section 10 and wrap around the mandrel-side force deflecting element 60 in the region of its loop sections 10 in a substantially positive fit.
  • FIG. 6 shows a section through the device according to FIG. 4 with the sectional plane VI-VI. Shown is the sleeve 41 designed as a hollow cylinder, the sleeve-side force deflecting element 46, the two sleeve-side anchoring brackets 47, 48 and the sleeve-side end plate 43.
  • Figure 7a shows a perspective view of a formed as a solid cylinder dome 40 with a designed as a hollow cylinder mandrel-side Kraftumlenkelement 60.
  • Figure 7b shows a perspective view of a trained as a hollow cuboid sleeve 70 with a formed in the form of two cylinder sections 80a, 80b sleeve side Kraftumlenkelement.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

La présente invention concerne un dispositif permettant de raccorder deux éléments de construction séparés par un joint, à savoir un élément de construction côté goujon et un élément de construction côté manchon, et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction, lequel dispositif comprend un goujon (40), un manchon (41), un élément de déviation de force (60) qui est situé côté goujon et qui entoure le goujon sensiblement selon un assemblage par complémentarité de forme, ainsi qu'au moins un étrier de fixation (44) qui est situé côté goujon. Cet étrier de fixation (44) côté goujon présente une section en boucle (10) et deux sections d'extrémité (44a, 44b). Dans sa section en boucle (10), l'étrier de fixation (44) côté goujon enveloppe l'élément de déviation de force (60) côté goujon sensiblement selon un assemblage par complémentarité de forme, et lorsqu'elles sont installées, les sections d'extrémité (44a, 44b) de l'étrier de fixation (44) côté goujon prévues pour la fixation dans le béton s'étendent à l'opposé du joint, en direction de l'élément de construction côté goujon.
PCT/DE2011/075117 2010-05-21 2011-05-23 Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction WO2012025106A2 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SI201130412T SI2516761T1 (sl) 2010-05-21 2011-05-23 Naprava za povezavo dveh komponent, loäśenih z reĺ˝o in za absorpcijo preäśnih sil, ki nastajajo med komponentama
PL11782027T PL2516761T3 (pl) 2010-05-21 2011-05-23 Urządzenie do łączenia dwóch elementów oddzielonych przez szczelinę i do przyjmowania sił poprzecznych występujących między elementami
EP11782027.4A EP2516761B1 (fr) 2010-05-21 2011-05-23 Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102010017046A DE102010017046A1 (de) 2010-05-21 2010-05-21 Vorrichtung zum Verbinden von zwei durch eine Fuge getrennte Bauteile und zur Aufnahme von zwischen den Bauteilen auftretenden Querkräften
DE102010017046.1 2010-05-21

Publications (2)

Publication Number Publication Date
WO2012025106A2 true WO2012025106A2 (fr) 2012-03-01
WO2012025106A3 WO2012025106A3 (fr) 2012-05-10

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PCT/DE2011/075117 WO2012025106A2 (fr) 2010-05-21 2011-05-23 Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction

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EP (1) EP2516761B1 (fr)
DE (1) DE102010017046A1 (fr)
PL (1) PL2516761T3 (fr)
SI (1) SI2516761T1 (fr)
WO (1) WO2012025106A2 (fr)

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Publication number Priority date Publication date Assignee Title
CA2992186C (fr) 2011-09-21 2020-06-30 Lehigh University Connecteurs de membrures ductiles utilises dans des tiges de beton de structures
DE102013100357A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil
DE102020005274A1 (de) 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

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EP0193494A1 (fr) 1985-02-27 1986-09-03 Heinz Witschi Elément de liaison et de répartition des contraintes pour éléments de construction en béton
EP0554483A1 (fr) 1992-02-05 1993-08-11 Claude Meyers Elément de liaison et de répartition des contraintes pour éléments de construction en béton
EP0814213B1 (fr) 1996-06-19 2001-09-05 Pecon AG Palier d'un boulon de force transversale

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DE19739446A1 (de) * 1997-09-02 1999-03-11 Kahneisen Ges Mbh Deutsche Querkraftlager
PT943744E (pt) * 1998-03-20 2004-06-30 Reto Bonomo Processo e elemento para a introducao de tensoes de corte num corpo de betao e corpo de betao
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Publication number Priority date Publication date Assignee Title
EP0119652A2 (fr) 1983-03-16 1984-09-26 Heinz Witschi Elément de liaison et de répartition de pression pour éléments en béton
EP0193494A1 (fr) 1985-02-27 1986-09-03 Heinz Witschi Elément de liaison et de répartition des contraintes pour éléments de construction en béton
EP0554483A1 (fr) 1992-02-05 1993-08-11 Claude Meyers Elément de liaison et de répartition des contraintes pour éléments de construction en béton
EP0814213B1 (fr) 1996-06-19 2001-09-05 Pecon AG Palier d'un boulon de force transversale

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EP2516761A2 (fr) 2012-10-31
PL2516761T3 (pl) 2015-05-29
EP2516761B1 (fr) 2015-01-28
DE102010017046A1 (de) 2011-11-24
WO2012025106A3 (fr) 2012-05-10
SI2516761T1 (sl) 2015-04-30

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