EP1329563B1 - Corps de répartition de charges - Google Patents

Corps de répartition de charges Download PDF

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Publication number
EP1329563B1
EP1329563B1 EP02027173A EP02027173A EP1329563B1 EP 1329563 B1 EP1329563 B1 EP 1329563B1 EP 02027173 A EP02027173 A EP 02027173A EP 02027173 A EP02027173 A EP 02027173A EP 1329563 B1 EP1329563 B1 EP 1329563B1
Authority
EP
European Patent Office
Prior art keywords
anchoring
load
plate
openings
distributing
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.)
Expired - Lifetime
Application number
EP02027173A
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German (de)
English (en)
Other versions
EP1329563A1 (fr
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.)
Industrieberatung Maier AG
Original Assignee
Industrieberatung Maier AG
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Filing date
Publication date
Application filed by Industrieberatung Maier AG filed Critical Industrieberatung Maier AG
Publication of EP1329563A1 publication Critical patent/EP1329563A1/fr
Application granted granted Critical
Publication of EP1329563B1 publication Critical patent/EP1329563B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • 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

Definitions

  • the present invention relates to a load distribution body according to the preamble of patent claim 1.
  • the actual element that connects the components - the mandrels - are usually made of normal or stainless steel.
  • the anchorages in the components have the task of removing as much as possible the loads introduced by the mandrels and lateral forces in the concrete substance. If this is not successful, or if the loads and shear forces are generally too great, there is a risk that the concrete breaks out at the points where it is exposed to high tensile forces or punctually occurring shearing and compressive forces.
  • the horizontal relative mobility over the joint is achieved by anchoring in one component a device having a mandrel.
  • a device is anchored which receives the mandrel of the opposite side in a sliding sleeve.
  • the mandrel is fitted in the installed state in the sliding sleeve so that it has enough clearance and can slide in it, if required by thermal expansion or other external influences for the horizontal relative movement of the components to each other. This is necessary and must be ensured that the lateral forces are transmitted by the device at any time.
  • Both load-bearing devices, with the mandrel and the sliding sleeve, must be matched and designed with each other and on the forces to be transmitted.
  • the dimensioning is prescribed by the structural engineer and the elements must be installed in the prescribed shape and dimension.
  • Suppliers such load-bearing devices with mandrels resp. Sliding sleeves therefore have a large number of different dimensions and qualities in stock in order to be able to offer the pairings that are suitable for statics and dimensioning of the components.
  • the device proposed in EP 0 127 631 is e.g. not optimal.
  • vertically installed plates, with which the steel mandrels and the sleeves are connected result in comparison to other arrangements a significantly improved load distribution in the concrete.
  • they are complex in the production and require for each dimension its own pairing and compound which must be prepared in the workshop and kept in stock, want to be able to deliver at short notice.
  • the present invention has the object to improve a load distribution body for receiving lateral force mandrels and sleeves of the type mentioned in such a way that the forces are introduced evenly into the concrete and a more flexible construction allows for a smaller storage.
  • Devices for anchoring consist of a pair Lastverteil moments 1 for receiving the sleeves 21,21 ', the sleeves 21,21', the load distribution body 1 'for receiving the transverse force mandrels 20,20' and the spines 20,20 '.
  • the two load distribution bodies 1, 1 ' are each installed in a component 2 and in a component 3.
  • the lateral force mandrels 20, 20 ' are the lateral force-transmitting means between the components 2 and 3.
  • the transverse force mandrels 20, 20' can slide freely in the sleeves 21, 21 '.
  • a load distribution body 1 for receiving transverse force mandrels 20 or sleeves 21 of the invention consists of a load distribution plate 11 and at least one anchoring plate 12, which are connected by anchoring rods 13.
  • the example of such a load distribution body 1 is shown in FIG.
  • the load distribution plate 11 and the anchoring plate 12 both have two openings 14,14 'resp. 15,15 'up. These openings are provided to receive transverse force mandrels 20 or sleeves 21. About these openings in which the transverse force mandrels 20 resp. the sleeves 21 are held, the load distribution plate 11 takes over the forces, which are then introduced via the anchoring rods 13 and the anchoring plates 12 evenly into the concrete parts.
  • Anchoring plates 12 have similar dimensions as the load distribution plate 11, in particular the openings 15 and the bores 18 for the anchoring rods 13 are at the same position in the area.
  • the anchoring rods 13 extend at right angles to the surfaces of the load distribution plate 11 and the surfaces of the anchoring plates 12 and are firmly connected thereto.
  • the openings 14, 14 'in the load distribution plate 11 and the openings 15, 15' in the anchoring plate 12 are arranged distributed uniformly over the length in the central axis x and in the axis y perpendicular thereto (FIG. 3).
  • the in the openings 14,14 'and 15,15' introduced transverse force mandrels 20,20 'resp.
  • Sliding sleeves 21,21 ' arranged parallel to each other.
  • load distribution plate 11 and anchoring plates 12 can be bent at the ends of the longitudinal sides, as shown in FIG. These bent ends 16 resp. 17 cause an even better anchoring in the concrete, for the transmission of moments.
  • a further improvement of the anchoring in the components 2, 3 is achieved by the anchoring rods 13 made of ribbed material 30 being in the components 2, 3. With additional resources at the located in the components ends 19 the anchoring rods 13 as Figure 5 shows, eg connecting loops 31, end plates 32, hooks 33 or end buttons 34, the anchorage in the concrete can also be increased.
  • the presented load transfer element 1 offers all these advantages, and can be manufactured more economically by simple and usable for many different sizes and forces Lastverteilplatten 11, anchoring plates 12 and anchoring rods 13 placed as items in stock and assembled only when needed.
  • the load distribution plates 11 and the anchoring plates 12 are provided with those for the sleeves 21 or the transverse force mandrels 20 with the openings 14, 14 'or 15, 15' and with the openings for receiving the anchoring rods 13.
  • the openings 14,14 'and 15,15' are for the shear force mandrels 20 and the sleeves 21 of a pair of Lastverteil emotionsn 1,1 'of different dimensions.
  • the size of the inner diameter of the sleeves 21,21 ' is always greater than the outer diameter of the transverse force dowels 20,20' to allow the latter sliding in the sleeves 21,21 '.
  • the anchoring rods 13 are anchored in two load distribution bodies 1,1 'in the openings provided by means of welding.

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)
  • Mechanical Operated Clutches (AREA)
  • Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)
  • Graft Or Block Polymers (AREA)
  • Piles And Underground Anchors (AREA)

Claims (6)

  1. Corps répartiteur de charge (1) destiné à accueillir des mandrins pour forces transversales (20, 20') et des douilles (21, 21'), se composant d'une plaque de répartition de charge (11), au moins d'une plaque d'ancrage (12) et de barres d'ancrage (13), caractérisé en ce que la plaque de répartition de charge (11) est assemblée aux barres d'ancrage (13), dans lequel ces barres d'ancrage (13) sont assemblées à la au moins une plaque d'ancrage (12) plane parallèle à la plaque de répartition de charge (11), et la plaque d'ancrage (12) comporte autant d'ouvertures (15) pour les mandrins pour forces transversales (20, 20') ou pour les douilles (21, 21') qu'il y a d'ouvertures (14) pour les mandrins pour forces transversales (20, 20') ou pour les douilles (21, 21') dans la plaque de répartition de charge (11), dans lequel toutes les ouvertures (14, 15) présentent les mêmes dimensions et se trouvent, dans les faces géométriquement par rapport au contour des plaques (11, 12), aux mêmes endroits des axes x et y.
  2. Corps répartiteur de charge (1) selon la revendication 1, caractérisé en ce qu'il y a chaque fois au moins une barre d'ancrage (13) montée dans le corps répartiteur de charge (1) en plus du nombre d'ouvertures (14, 15) dans la plaque de répartition de charge (11) et dans la plaque d'ancrage (12).
  3. Corps répartiteur de charge (1) selon la revendication 1, caractérisé en ce que la plaque de répartition de charge (11) présente, aux extrémités de sa plus grande dimension, des extrémités (16) recourbées en direction des plaques d'ancrage (12).
  4. Corps répartiteur de charge (1) selon la revendication 1, caractérisé en ce que les plaques d'ancrage (12) présentent, aux extrémités de leur plus grande dimension, des extrémités (17) recourbées en direction de la plaque de répartition de charge (11).
  5. Corps répartiteur de charge (1) selon la revendication 1, caractérisé en ce que les barres d'ancrage (13) présentent des nervures (30) sur leur surface.
  6. Corps répartiteur de charge (1) selon la revendication 1, caractérisé en ce que les barres d'ancrage (13) présentent, sur les extrémités (19) se trouvant dans les éléments de construction (2, 3), des moyens (31, 32, 33, 34) pour améliorer l'ancrage.
EP02027173A 2002-01-21 2002-12-05 Corps de répartition de charges Expired - Lifetime EP1329563B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CH982002 2002-01-21
CH982002 2002-01-21
CH1202002 2002-01-23
CH1202002 2002-01-23

Publications (2)

Publication Number Publication Date
EP1329563A1 EP1329563A1 (fr) 2003-07-23
EP1329563B1 true EP1329563B1 (fr) 2006-08-23

Family

ID=25705370

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02027173A Expired - Lifetime EP1329563B1 (fr) 2002-01-21 2002-12-05 Corps de répartition de charges

Country Status (3)

Country Link
EP (1) EP1329563B1 (fr)
AT (1) ATE337448T1 (fr)
DE (1) DE50207926D1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2130984B1 (fr) 2008-06-04 2013-06-19 Industrieberatung Maier AG Corps de répartition de charge doté d'un système de support de profil
AT519876B1 (de) * 2017-09-20 2018-11-15 Alfred Redlberger Vorrichtung zum kraftübertragenden Verbinden zweier Bauteile

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2365550A (en) * 1934-01-24 1944-12-19 John N Heltzel Expansion joint
FI59454C (fi) * 1980-02-11 1981-08-10 Asko Erkki Sarja Foerfarande foer att bilda i betongkonstruktioner foerekommande skarv- och foerankringsomraoden samt foerankringsstycke foer att genomfoera foerfarandet
CA1274703A (fr) * 1985-02-27 1990-10-02 Heinz Witschi Element de raccordement et de repartition des pressions pour armature de betonnage
DK0773324T4 (da) * 1995-11-07 2006-08-14 Nivo Ag Indretning til forbindelse og til optagelse af tværkræfter fra to af en fuge adskilte byggeelementer
DE19807621A1 (de) * 1998-02-21 1999-08-26 Schoeck Bauteile Gmbh Befestigung eines Querkraftdornes an einem Bauelement
DE19964031A1 (de) * 1999-12-30 2001-07-05 Schoeck Bauteile Gmbh Hülsen-/Dorn-Verbindung zwischen benachbarten Bauteilen

Also Published As

Publication number Publication date
DE50207926D1 (de) 2006-10-05
ATE337448T1 (de) 2006-09-15
EP1329563A1 (fr) 2003-07-23

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