EP2108753A1 - Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé - Google Patents
Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé Download PDFInfo
- Publication number
- EP2108753A1 EP2108753A1 EP08005636A EP08005636A EP2108753A1 EP 2108753 A1 EP2108753 A1 EP 2108753A1 EP 08005636 A EP08005636 A EP 08005636A EP 08005636 A EP08005636 A EP 08005636A EP 2108753 A1 EP2108753 A1 EP 2108753A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcement device
- reinforcement
- recess
- wall elements
- elements
- 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
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
Definitions
- the present invention relates to a reinforcement device for a connection between two plate-shaped wall elements made of concrete, in particular reinforced concrete.
- the basement is often made of precast concrete parts.
- wall elements of different sizes are provided, which abut each other in the region of their end faces.
- These reinforcements are arranged in a box-shaped structure. After opening the box, these so-called reverse bending connections must be bent so that they project with their hook-shaped ends on the front side.
- the remindbiegean the other wall element to be connected thereto are also bent so that the hooked ends of the two remindbiegean why are superimposed so that two remindbiegean always form with their hook-shaped ends an eyelet through which a rod is inserted, so that there is a positive connection.
- a joint which is filled after formwork with a grout.
- This approach is somewhat complex, which is particularly due to the fact that the rebend connections must first be bent, in such a way that the rod can be inserted through the eyelets of the individual return bends.
- the formation of the front side of the wall elements is not easy, which is due to the fact that protrude beyond the front side of the already described reinforcements.
- the invention is therefore based on the object to provide a reinforcement device of the type mentioned above, which allows an economical production of such wall elements as concrete or reinforced concrete precast elements and beyond the assembly of the wall elements is facilitated.
- an elongated carrier which extends transversely to the longitudinal axis of the carrier and spaced apart from each other has a plurality of reinforcing elements.
- the carrier is rod-shaped.
- a rod has a certain inherent stability, which means that it only has to be adjusted in the joint between the two wall elements.
- the carrier is formed like a ribbon. Such a band is then hooked between the end faces of the opposing wall elements, in which case it is advantageous that such a band can be produced as a roll and "cut to length".
- the reinforcing elements are designed as double-head bolts, since head bolts are able to transmit high forces and moments.
- the invention also relates to a connection between two wall elements made of concrete, in particular reinforced concrete, with a reinforcement device according to the above-described type, wherein the wall elements in the abutting region each have at least one opening for receiving the head bolt of the reinforcement device, wherein between the wall elements in the joint area a joint is provided, wherein both the joint and the recess of the respective wall element can be filled with grout.
- the recess in cross-section is held approximately conical, so that it is ensured that the grout can actually fill the joint and the recess over the entire surface.
- the connection of the grout with the concrete of the wall element in the joint and the recess is essential that the recess with respect to the surface certain roughness values, so that the grout can enter into a virtually positive connection with the wall elements in the joint.
- the recess at the open end ie the front side
- the recess at the open end is partially closed by a directed to the central longitudinal axis of the recess web.
- the wall element in the region of the recess have a head bolt, wherein the head of the head bolt partially protrudes into the recess.
- the head bolt is designed as a double headed bolt, that is, that a head of the Head bolt virtually ensures the positive connection between the reinforcement on the one hand and the wall element on the other hand, and that the other head of the double-headed bolt is used to anchor the head bolt in the wall element.
- the subject of the invention is a wall element made of concrete, in particular reinforced concrete, which is characterized in that the wall element on its front side, i. the narrow side, a running over the height of the wall element, in cross-section conical recess, wherein the wall element has on both sides of the conical recess each backholding reinforcement elements.
- Such rearward reinforcement elements are in principle also as reinforcements, for example, with end arranged head, so as a so-called head bolts, or as brackets, which are arranged in the wall element.
- the reinforcing device consists of the carrier 1 and the stacked double-headed bolt 2.
- the double-head bolts 2 with the heads 3 are welded to their carrier 1 on the carrier, for example, and extend to both sides of the carrier in the installed state horizontal direction.
- the carrier itself can be designed as a rod or as a sheet metal strip.
- FIG. 1a The arrangement of the reinforcement device is shown schematically FIG. 1a ; how in this context from the FIG. 2 results in a section along the line II - II off FIG. 1 a, is located between the two wall elements, a gap 12, wherein the end face (arrow 11) is provided on or in the wall elements 10 each have a recess 13 which is held tapered in the direction of the center of the wall element. In the recesses is now the head 3 of each double headed bolt.
- the joint 12 is filled with grout including the conical recesses 13.
- FIGS. 3 and 4 Subject of the FIGS. 3 and 4 is a special design of the recesses 13, wherein in each case only the end face of a wall element is shown.
- a web 14 is provided, which is directed to the central longitudinal axis 30 of the wall element 10 to.
- a plurality of double-headed bolts 16 may be provided one above the other in the end face of the wall element 10, the respective head 16a of which projects into the recess, as may be the case FIG. 4 results.
- the breaking under load is substantially reliably prevented, since the breaking could only take place against the webs 14 or against the respective head 16a of the head bolt 16.
- FIGS. 5 and 6 are provided as a reinforcement in the region of the recess 13 on both sides of the recess 13 in the wall elements 10 each one above the other arranged head bolts 19 which cause an excavation cone in the dashed representation (arrow 20).
- a Bügelarm ist 19 a FIG. 5
- the formation of the escape cone here is the same as in FIG. 6 ,
- the gap between the end faces of the wall elements is always filled with grout in each case.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
- Working Measures On Existing Buildindgs (AREA)
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP08005636A EP2108753B1 (fr) | 2008-03-26 | 2008-03-26 | Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé |
DE502008001644T DE502008001644D1 (de) | 2008-03-26 | 2008-03-26 | Bewehrungsvorrichtung für eine Verbindung zwischen zwei plattenförmigen Wandelementen aus Beton, insbesondere aus Stahlbeton |
PL08005636T PL2108753T3 (pl) | 2008-03-26 | 2008-03-26 | Urządzenie zbrojeniowe dla połączenia pomiędzy płytowymi elementami ścian z betonu, zwłaszcza z żelazobetonu |
AT08005636T ATE486176T1 (de) | 2008-03-26 | 2008-03-26 | Bewehrungsvorrichtung für eine verbindung zwischen zwei plattenförmigen wandelementen aus beton, insbesondere aus stahlbeton |
ES08005636T ES2351535T3 (es) | 2008-03-26 | 2008-03-26 | Armadura para un trabazón entre dos elementos de pared en forma de placa de hormigón, en particular de hormigón armado. |
DK08005636.9T DK2108753T3 (da) | 2008-03-26 | 2008-03-26 | Armeringsanordning til en forbindelse mellem to pladeformede vægelementer af beton, især af stålbeton |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP08005636A EP2108753B1 (fr) | 2008-03-26 | 2008-03-26 | Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2108753A1 true EP2108753A1 (fr) | 2009-10-14 |
EP2108753B1 EP2108753B1 (fr) | 2010-10-27 |
Family
ID=39705325
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08005636A Not-in-force EP2108753B1 (fr) | 2008-03-26 | 2008-03-26 | Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP2108753B1 (fr) |
AT (1) | ATE486176T1 (fr) |
DE (1) | DE502008001644D1 (fr) |
DK (1) | DK2108753T3 (fr) |
ES (1) | ES2351535T3 (fr) |
PL (1) | PL2108753T3 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9869106B2 (en) * | 2014-08-18 | 2018-01-16 | Droessler Gmbh Umwelttechnik | Concrete construction of modular design |
EP2166171B1 (fr) * | 2008-09-23 | 2019-05-22 | Ancotech Ag | Armature de poinçonnement d'une structure en béton armé contre le poinçonnement aux alentours de la zone d'appui d'une dalle |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1801631A (en) | 1927-02-17 | 1931-04-21 | Herbert M Knight | Unit concrete construction |
CH426168A (de) * | 1965-08-18 | 1966-12-15 | Ulli Marietta | Verfahren zur Herstellung von aus vorfabrizierten Platten zusammengesetzten Wänden und Mittel zur Durchführung des Verfahrens |
US3422627A (en) * | 1964-04-27 | 1969-01-21 | Soletanche | Method for interconnecting successive sections of walls and partitions cast in the ground |
AT337958B (de) * | 1975-07-11 | 1977-07-25 | Gamerith Horst Dipl Ing Dr Tec | Verbindung fur aus ziegeln, insbesondere hochlochziegeln, aufgebaute fertigteile |
DE3411591C1 (de) * | 1984-03-29 | 1985-06-13 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Schubbewehrungselement fuer Stahlbetonkonstruktionen |
DE19653077A1 (de) * | 1996-12-19 | 1998-06-25 | Deha Ankersysteme | Dübelleiste für Schubbewehrungen |
-
2008
- 2008-03-26 DE DE502008001644T patent/DE502008001644D1/de active Active
- 2008-03-26 ES ES08005636T patent/ES2351535T3/es active Active
- 2008-03-26 DK DK08005636.9T patent/DK2108753T3/da active
- 2008-03-26 PL PL08005636T patent/PL2108753T3/pl unknown
- 2008-03-26 AT AT08005636T patent/ATE486176T1/de active
- 2008-03-26 EP EP08005636A patent/EP2108753B1/fr not_active Not-in-force
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1801631A (en) | 1927-02-17 | 1931-04-21 | Herbert M Knight | Unit concrete construction |
US3422627A (en) * | 1964-04-27 | 1969-01-21 | Soletanche | Method for interconnecting successive sections of walls and partitions cast in the ground |
CH426168A (de) * | 1965-08-18 | 1966-12-15 | Ulli Marietta | Verfahren zur Herstellung von aus vorfabrizierten Platten zusammengesetzten Wänden und Mittel zur Durchführung des Verfahrens |
AT337958B (de) * | 1975-07-11 | 1977-07-25 | Gamerith Horst Dipl Ing Dr Tec | Verbindung fur aus ziegeln, insbesondere hochlochziegeln, aufgebaute fertigteile |
DE3411591C1 (de) * | 1984-03-29 | 1985-06-13 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Schubbewehrungselement fuer Stahlbetonkonstruktionen |
DE19653077A1 (de) * | 1996-12-19 | 1998-06-25 | Deha Ankersysteme | Dübelleiste für Schubbewehrungen |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2166171B1 (fr) * | 2008-09-23 | 2019-05-22 | Ancotech Ag | Armature de poinçonnement d'une structure en béton armé contre le poinçonnement aux alentours de la zone d'appui d'une dalle |
US9869106B2 (en) * | 2014-08-18 | 2018-01-16 | Droessler Gmbh Umwelttechnik | Concrete construction of modular design |
Also Published As
Publication number | Publication date |
---|---|
ATE486176T1 (de) | 2010-11-15 |
DE502008001644D1 (de) | 2010-12-09 |
DK2108753T3 (da) | 2011-02-07 |
EP2108753B1 (fr) | 2010-10-27 |
PL2108753T3 (pl) | 2011-04-29 |
ES2351535T3 (es) | 2011-02-07 |
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