EP1329563A1 - Corps de répartition de charges - Google Patents
Corps de répartition de charges Download PDFInfo
- Publication number
- EP1329563A1 EP1329563A1 EP02027173A EP02027173A EP1329563A1 EP 1329563 A1 EP1329563 A1 EP 1329563A1 EP 02027173 A EP02027173 A EP 02027173A EP 02027173 A EP02027173 A EP 02027173A EP 1329563 A1 EP1329563 A1 EP 1329563A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- load distribution
- anchoring
- plate
- openings
- distribution body
- 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
Links
- 238000004873 anchoring Methods 0.000 claims abstract description 39
- 238000009826 distribution Methods 0.000 claims description 47
- 239000004567 concrete Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
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 Claim 1.
- the actual element that connects the components - the thorns - are usually from normal or from stainless steel.
- the anchorages in the Components have the task of being thorned Loads and shear forces introduced in the To remove the concrete substance as evenly as possible. If this does not succeed, or are the loads and Shear forces are generally too great, there is a risk that the concrete breaks out where it high tensile forces or punctual shear Is subjected to compressive forces.
- the horizontal relative mobility over the joint is achieved in that a Device is anchored, which has a mandrel.
- a device is anchored in the other component receives the mandrel on the opposite side in a sliding sleeve.
- the mandrel is installed in the sliding sleeve fit so that he has enough play and in it can slide if this is due to thermal expansion or other external influences for the horizontal relative Movement of the components to each other is required. It is necessary and must be guaranteed that the shear forces through the device to everyone Point in time.
- the present invention has as its object a load distribution body for receiving Shear force mandrels and sleeves of the type mentioned at the beginning to improve in such a way that the forces are evenly the concrete can be introduced and a more flexible Construction allows a smaller inventory.
- Anchoring devices consist of a pair of load distribution body 1 for receiving the Sleeves 21,21 ', the sleeves 21,21', the Load distribution body 1 'for receiving the Shear force mandrels 20.20 'and the mandrels 20.20'.
- the two load distribution bodies 1, 1 ' are each in one component 2 and installed in a component 3.
- the shear force mandrels 20, 20 ' are the shear transfer means between components 2 and 3.
- the shear force mandrels 20, 20 ' can slide freely in the sleeves 21, 21'.
- the example of one Load distribution body 1 is shown in Fig. 1.
- the Load distribution plate 11 and the anchor plate 12 both have two openings 14,14 'respectively. 15.15 '. These openings are provided around transverse force mandrels 20 or record sleeves 21. About these openings in which the shear force mandrels 20, respectively. the sleeves 21 are held, the load distribution plate 11 takes over Forces which then over the anchoring rods 13th and the anchor plates 12 evenly into the Concrete parts are introduced.
- Anchoring plate 12 At a distance there is at least one Anchoring plate 12 parallel to the surface Load distribution plate 11 arranged.
- anchoring plates 12 have dimensions similar to that Load distribution plate 11, in particular the openings 15 and the holes 18 for the anchoring rods 13 are in the same position on the surface.
- the Anchor rods 13 are perpendicular to the Areas of the load distribution plate 11 and the surfaces of the Anchor plates 12 and are fixed to them connected.
- the openings 14, 14 'in the load distribution plate 11 and the openings 15, 15 'in the anchoring plate 12 are in the central axis x and in the right angle axis y evenly along the length distributed (Fig 3). When installed are those in openings 14, 14 'and 15, 15' introduced shear force mandrels 20.20 'respectively. sliding sleeves 21, 21 'arranged parallel to one another.
- the load transfer element 1 presented offers all these advantages, and can be manufactured more economically be simple and for many different Sizes and forces usable load distribution plates 11, Anchoring plates 12 and anchoring rods 13 as Individual parts stored and only when needed be put together.
- the load distribution plates 11 and the anchoring plates 12 are depending on the design with those for the sleeves 21 or the transverse force mandrels 20 with the openings 14, 14 'and 15, 15' and with the Openings for receiving the anchoring rods 13 Mistake.
- the openings 14, 14 'and 15, 15' are for the Shear force mandrels 20 and the sleeves 21 of a pair of Load distributors 1.1 'of different dimensions.
- the anchoring rods 13 are in both load distribution bodies 1,1 'in the for provided openings anchored by 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)
- Piles And Underground Anchors (AREA)
- Mechanical Operated Clutches (AREA)
- Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)
- Graft Or Block Polymers (AREA)
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 true EP1329563A1 (fr) | 2003-07-23 |
EP1329563B1 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) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2130984A2 (fr) | 2008-06-04 | 2009-12-09 | Industrieberatung Maier AG | Corps de répartition de charge doté d'un système de support de profil |
EP3460134A1 (fr) * | 2017-09-20 | 2019-03-27 | Alfred Redlberger | Dispositif de raccordement par transmission de force entre deux éléments constructifs |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2365550A (en) * | 1934-01-24 | 1944-12-19 | John N Heltzel | Expansion joint |
GB2069025A (en) * | 1980-02-11 | 1981-08-19 | Partek Ab | Joints for reinforced concrete |
EP0193494A1 (fr) * | 1985-02-27 | 1986-09-03 | Heinz Witschi | Elément de liaison et de répartition des contraintes pour éléments de construction en béton |
EP0773324A1 (fr) * | 1995-11-07 | 1997-05-14 | F.J. Aschwanden AG | Dispositif pour la connection et la transmission des forces transversales entre deux structures séparées par un joint |
DE19807621A1 (de) * | 1998-02-21 | 1999-08-26 | Schoeck Bauteile Gmbh | Befestigung eines Querkraftdornes an einem Bauelement |
EP1113115A2 (fr) * | 1999-12-30 | 2001-07-04 | SCHÖCK BAUTEILE GmbH | Douille et broche pour la connection d'éléments de construction adjacents |
-
2002
- 2002-12-05 EP EP02027173A patent/EP1329563B1/fr not_active Expired - Lifetime
- 2002-12-05 DE DE50207926T patent/DE50207926D1/de not_active Expired - Lifetime
- 2002-12-05 AT AT02027173T patent/ATE337448T1/de active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2365550A (en) * | 1934-01-24 | 1944-12-19 | John N Heltzel | Expansion joint |
GB2069025A (en) * | 1980-02-11 | 1981-08-19 | Partek Ab | Joints for reinforced concrete |
EP0193494A1 (fr) * | 1985-02-27 | 1986-09-03 | Heinz Witschi | Elément de liaison et de répartition des contraintes pour éléments de construction en béton |
EP0773324A1 (fr) * | 1995-11-07 | 1997-05-14 | F.J. Aschwanden AG | Dispositif pour la connection et la transmission des forces transversales entre deux structures séparées par un joint |
DE19807621A1 (de) * | 1998-02-21 | 1999-08-26 | Schoeck Bauteile Gmbh | Befestigung eines Querkraftdornes an einem Bauelement |
EP1113115A2 (fr) * | 1999-12-30 | 2001-07-04 | SCHÖCK BAUTEILE GmbH | Douille et broche pour la connection d'éléments de construction adjacents |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2130984A2 (fr) | 2008-06-04 | 2009-12-09 | Industrieberatung Maier AG | Corps de répartition de charge doté d'un système de support de profil |
EP2130984A3 (fr) * | 2008-06-04 | 2012-01-18 | Industrieberatung Maier AG | Corps de répartition de charge doté d'un système de support de profil |
EP3460134A1 (fr) * | 2017-09-20 | 2019-03-27 | Alfred Redlberger | Dispositif de raccordement par transmission de force entre deux éléments constructifs |
Also Published As
Publication number | Publication date |
---|---|
ATE337448T1 (de) | 2006-09-15 |
DE50207926D1 (de) | 2006-10-05 |
EP1329563B1 (fr) | 2006-08-23 |
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