EP3980600B1 - Ouvrage - Google Patents

Ouvrage Download PDF

Info

Publication number
EP3980600B1
EP3980600B1 EP20733900.3A EP20733900A EP3980600B1 EP 3980600 B1 EP3980600 B1 EP 3980600B1 EP 20733900 A EP20733900 A EP 20733900A EP 3980600 B1 EP3980600 B1 EP 3980600B1
Authority
EP
European Patent Office
Prior art keywords
anchor
building structure
anchor structure
sliding
building
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.)
Active
Application number
EP20733900.3A
Other languages
German (de)
English (en)
Other versions
EP3980600A1 (fr
Inventor
Max BRÜNINGHOLD
Niculin Meng
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.)
Mageba Services and Technology AG
Original Assignee
Mageba Services and Technology 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 Mageba Services and Technology AG filed Critical Mageba Services and Technology AG
Publication of EP3980600A1 publication Critical patent/EP3980600A1/fr
Application granted granted Critical
Publication of EP3980600B1 publication Critical patent/EP3980600B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/04—Bearings; Hinges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/04—Bearings; Hinges
    • E01D19/042—Mechanical bearings

Definitions

  • the present invention relates to a building, comprising a first building part, a second building part that is movable relative to this and at least two building bearings acting between the two building parts, a first building bearing being suitable for transferring vertical loads and a second building bearing being suitable for transferring vertical loads unsuitable horizontal force bearing with one or two axes fixed in the horizontal direction.
  • the present invention relates to a structure according to the preamble of claim 1.
  • Bridges in particular come into consideration as structures within the meaning of the present invention.
  • the first part of the structure can be designed, for example, as an abutment (and thus as part of the substructure of the bridge), and the second part of the structure can be designed, for example, as the superstructure of the bridge.
  • a guide bearing is therefore defined as "a bearing that only offers resistance in a horizontal direction, allows torsion and does not transmit vertical forces". Only such guide bearings in the above sense are uniaxially fixed horizontal force bearings in the horizontal direction if the bearing limits movements along both half-directions of a horizontal axis.
  • a restraining structure defined as a bearing which "prevents movement in the horizontal plane, permits twisting and does not transmit vertical forces" corresponds to the horizontal biaxially fixed horizontal force bearing mentioned above, which is unsuitable for transmitting vertical loads.
  • FIG. 1 discloses several typical uniaxial horizontal force bearing (guide bearing) as they can be used in a structure of the type described above.
  • One of the guide bearings described in DIN EN 1337-8:2008-01(D), Figure 1 comprises two anchor structures, which are typically firmly connected to one of the two structural parts by means of suitable fasteners.
  • the two anchor structures engage in one another in a type of tongue and groove configuration in such a way that movements along a horizontal axis are made possible, but are prevented in the second horizontal axis perpendicular to this.
  • the two anchor structures are not in direct contact with each other, but rather via sliding elements arranged between the anchor structures, the sliding elements usually consisting of materials that are particularly suitable for forming low-friction sliding pairings.
  • the guide bearing designed as a horizontal force bearing comprises a steel box with a base plate which, forming part of the first anchor structure, is placed on the bearing bench forming the first part of the building and is firmly connected to it.
  • a flat recess is made on the solid superstructure forming the second part of the structure; an anchor plate, which forms part of the second anchor structure and is firmly connected to the solid superstructure, is inserted into this.
  • the present invention is based on the object of providing a structure of the type described at the outset which, compared to the prior art, can be built and maintained more cost-effectively and ideally also used without restriction during the maintenance phase, and which is also more durable. Particular attention is paid also on the simplest possible and less error-prone connection of the horizontal force bearing to the two parts of the structure.
  • the horizontal force bearing comprises a first and a second anchor structure, the first anchor structure being firmly connected to the first part of the structure via first anchor elements arranged on it, and the second anchor structure is firmly connected to the second building part via second anchor elements arranged on it.
  • At least one first guide element with a first sliding surface is connected to the first anchor structure detachably connected, and at least one second guide element having a second sliding surface opposite the first sliding surface is detachably connected to the second anchor structure, the first and second sliding surfaces being in contact with one another and overlapping one another in the vertical direction to form at least one sliding contact zone.
  • the at least one sliding contact zone overlaps the first anchor structure in a horizontal projection.
  • the second anchor structure comprises support elements on which the associated at least one second guide element is supported in a form-fitting manner opposite its second sliding surface with horizontal force transmission.
  • the second anchor structure and/or the at least one second guide element overlaps the first structural part in the horizontal projection.
  • a structure can be realized with an extraordinarily flat horizontal force bearing compared to the prior art.
  • the flat geometry of the horizontal force bearing ensures that the lever arms of the horizontal forces to be transmitted are extremely small and therefore only small moments act between the respective anchor structure and the corresponding part of the building.
  • anchor structures, anchor elements and building parts of a building according to the invention are less heavily loaded in this way. This lower load is reflected in a longer service life of the structure and can also be translated into lower production costs through the reduction in material.
  • Anchor elements are defined as components that can transfer tensile and shear forces. Said anchor elements can be designed as head bolts, for example.
  • the structure is characterized in that the first part of the structure extends into the horizontal projection of the sliding contact zone. Since a particularly flat horizontal force bearing can be realized in this way, the associated advantages mentioned above apply to a very special degree.
  • Another preferred development of the structure according to the invention is characterized in that at least one of the guide elements can be exchanged while the vertical distance between the two anchor structures remains unchanged.
  • This vertical distance between the two anchor structures is during normal operation of the structure a largely constant size.
  • This distance is defined by the design of the first structural bearing, which is suitable for transferring vertical loads and supports the two structural parts at a defined vertical distance from one another.
  • the fact that at least one of the guide elements can be exchanged with the vertical distance between the two anchor structures remaining unchanged is an expression of the fact that at least one of the guide elements can be exchanged without having to lift a part of the building (and thus the vertical distance between the two anchor structures needs to be changed).
  • the first structural bearing can also transfer loads in the vertical direction as intended during the replacement process of the guide elements of the horizontal force bearing. In this way, the guide elements can be replaced with minimal effort in the course of maintenance work.
  • the structure according to the invention is a bridge, for example, the bridge can thus possibly even be used by traffic while the guide elements are being replaced. The costs of maintenance and the associated restrictions on the use of the structure are therefore very low.
  • the sliding surface of at least one of the guide elements is particularly suitable for forming a low-friction sliding pair with the sliding surface of the corresponding, adjacent guide element by surface treatment, in particular by hardening and/or polishing.
  • the low-friction sliding pairing reduces the abrasion of the guide elements caused by friction, which has a beneficial effect on the longevity of the component and the maintenance costs.
  • At least one of the guide elements comprises a sliding element and a sliding element carrier, with a surface of the sliding element forming the sliding surface of the at least one guide element, and with the sliding element being made in particular of PTFE , UHMWPE or another equally suitable material.
  • PTFE polytetrafluoroethylene
  • UHMWPE ultra high molecular weight polyethylene
  • the structure according to the invention is characterized in that at least one of the sliding elements can be exchanged while the vertical distance between the two anchor structures remains unchanged.
  • at least one of the sliding elements can thus be replaced (as already explained above in connection with the guide elements) without a part of the structure having to be lifted for this purpose.
  • a second anchor structure that is also very simple and compact with regard to the flow of forces can be realized if, in another preferred development of the structure according to the invention, the support elements (on which the associated second guide element is positively supported) are designed as support ribs.
  • tie rods connecting the first anchor structure to the first building part are provided.
  • the inventive building can be characterized in another advantageous development in that no tie rods connecting the second anchor structure to the second building part are provided.
  • tie rods are defined as anchor elements that have a length-to-diameter ratio of more than 35.
  • Tie rods can be designed in such a way that they are mainly suitable for transmitting tensile forces and, despite the reference to their diameter, by no means necessarily have to have a circular cross section.
  • diameter is to be understood as meaning an equivalent diameter that can be determined by assigning a fictitious, equivalent diameter of a circular area of equal area to the actual cross-sectional area.
  • tie rods which are common in the state of the art, for connecting an anchor structure to a building part, is only made possible by the extraordinarily flat design of the horizontal force bearing, since this minimizes the moment to be transmitted between the anchor structure and the building part and is therefore not necessary under certain circumstances arises to intercept the tensile forces generated by the moment via tie rods.
  • the omission of tie rods allows for a greater degree of freedom in the Design of the parts of the building and thus of the entire building (since no tie rods have to be provided), and on the other hand it eliminates a frequent source of error on construction sites, since e.g. For example, in the case of concreting work to produce the tie rod mounts in the structural part (which are usually pending before the horizontal force bearing is delivered to the construction site), specifications are often not exactly adhered to, which can result in time-consuming and costly rework.
  • the second anchor structure is secured by means of tie rods that act outside of the vertical projection of the first anchor structure , is firmly connected to the second part of the structure.
  • At least one of the guide elements can be replaced while maintaining the position of the tie rods.
  • the fact that the position of the tie rods can be maintained during the replacement of at least one of the guide elements expresses the fact that at least one of the guide elements can be replaced without the tie rods having to be removed for this purpose (and thus the position of the tie rods having to be changed).
  • the support elements are designed as support ribs and the tie rods engage between two adjacent support ribs.
  • This arrangement enables the realization of an extremely flat horizontal force bearing with the ones already mentioned above Advantages related to the minimization of the transmitted moments between the anchor structure and the building part.
  • this design principle can obviously also be combined with the feature already mentioned, which provides for the exchangeability of the guide elements while maintaining the position of the tie rods (that is, without the tie rods having to be removed for this purpose).
  • the first anchor structure forms an upper anchor structure and the second anchor structure forms a lower anchor structure. If the first, upper anchor structure is to be connected to the first part of the building using concrete, the above arrangement of the first anchor structure can enable the particularly simple use of the upper anchor structure as part of a permanent formwork, which depends on the other circumstances under which the structure is to be erected, can represent as extremely advantageous.
  • first anchor structure forms a lower anchor structure and the second anchor structure forms an upper anchor structure.
  • first anchor structure forms a lower anchor structure and the second anchor structure forms an upper anchor structure.
  • An extremely flat horizontal force bearing (with the associated advantages already mentioned above) can be Realize the structure according to the invention when the first and second guide elements are located outside of the vertical projection of the first anchor structure.
  • the first anchor structure is designed as an anchor plate and/or the second anchor structure comprises an anchor plate and support elements permanently connected to it.
  • This embodiment also has the advantage that anchor plates and thus also the resulting anchor structure can be manufactured relatively cheaply, which has an advantageous effect on the manufacturing costs.
  • the use of anchor plates is also very advantageous from a static point of view, since due to the relatively simple geometry of the anchor plate, the force flows that occur during intended use can be determined easily and quickly, which is advantageously reflected in low construction costs.
  • the simple geometry of the anchor plate leads to clear load paths, which contributes to robust load-bearing behavior.
  • the aim of providing a particularly flat horizontal force bearing is also served if, according to a further development of the invention, the horizontal extent of the first anchor structure is at least 10 times greater than its vertical extent and/or if the horizontal extent of the second anchor structure is at least 10 times greater than its vertical extent.
  • the simplification of the assembly or the integration of the horizontal force bearing in the building is also beneficial if at least one first breakthrough is arranged in the first anchor structure and at least one second breakthrough is arranged in the second anchor structure, with a first and a second opening are aligned with one another, but at least overlap one another.
  • concrete for example, can be passed through the aligned or overlapping openings and compacted in order in this way to connect the lower anchor structure to a building part.
  • the simple implementation of this process with the help of aligned openings helps to reduce assembly costs and simplify assembly work, which helps to avoid mistakes during this activity.
  • the first anchor structure comprises at least two first transport securing element receptacles and the second anchor structure comprises at least two second transport securing element receptacles, one first transport securing element recording and a second transport securing element recording aligned with each other.
  • a transport securing element can be releasably connected to a first and simultaneously to a second transport securing element receptacle (the first and second transport securing element receptacles being aligned with one another), as a result of which the two anchor structures are fixed in relation to one another in a position defined by the transport element, which during transport as well as the installation phase can be advantageous.
  • the transport safety element After the installation of the horizontal force bearing has been completed, the transport safety element must be removed in order to enable the intended operation of the horizontal force bearing.
  • At least one of the anchor structures is made in one piece.
  • the one-piece design and the associated omission of fasteners eliminates possible weak points and thus enables greater fatigue resistance.
  • in one piece is understood as “not joined from several parts”.
  • the first anchor structure is designed to be essentially rotationally symmetrical and the at least one first and the at least one second guide element are designed to be essentially in the shape of a circular arc.
  • This embodiment is particularly advantageous for realizing a biaxially fixed horizontal force bearing (retaining structure), since the bearing properties within the plane in which the biaxially fixed horizontal force bearing prevents movements are independent of the direction.
  • the support elements are arranged along a circular path, with the distance between two adjacent support elements defining a circular arc along the circular path that is larger than the respective circular arc of the corresponding first and second guide element.
  • This allows the first and second guide members to be guided by the sufficiently spaced support members, e.g. H. can be dismantled and reassembled through the existing gap, which increases the maintenance-friendliness of the structure and thus helps to minimize maintenance costs.
  • the first anchor structure is essentially rectangular and the at least one first and the at least one second guide element are im Substantially strip-shaped.
  • This embodiment is particularly suitable for uniaxially fixed horizontal force bearings (guide bearings) in which relatively large movements along both half-directions of only one horizontal axis are to be made possible.
  • Fig.1 schematically illustrates a structure 1 according to the invention, comprising a first structure part 2, a second structure part 3 that can be moved relative thereto and at least two structure bearings 4 acting between the two structure parts, 5, wherein a first structural bearing 4 is suitable for transferring vertical loads and a second structural bearing 5 is designed as a horizontal force bearing 5 which is unsuitable for transferring vertical loads and is uniaxially fixed in the horizontal direction.
  • FIG.2 An embodiment of such a horizontal force bearing 5 is in Fig.2 shown in side view.
  • Figure 3a and Fig.3b show the same horizontal force bearing 5, but for reasons of clarity only the lower part ( Figure 3a ) or only the upper part ( Fig.3b ) - each in the plan view.
  • the horizontal force bearing 5 comprises a first, lower anchor structure 6 and a second, upper anchor structure 7.
  • the first, lower anchor structure 6 is designed as a one-piece, essentially rectangular anchor plate 8 and has first anchor elements 9 arranged on it, which are designed as first headed bolts 10 , firmly connected to the first part 2 of the structure.
  • the second, upper anchor structure 7 is also essentially rectangular and is firmly connected to the second building part 3 via second anchor elements 11 arranged on it, which are designed as second headed bolts 12 .
  • the horizontal extension of the first anchor structure 6 and the second anchor structure 7 is at least 10 times greater than their respective vertical extension.
  • Four first openings 13 are arranged in the first anchor structure 6 and four second openings 14 are arranged in the second anchor structure 7, with a first opening 13 and a second opening 14 being aligned with one another.
  • Two essentially strip-shaped first guide elements 17, each with a first sliding surface 18, are detachably connected to the first anchor structure 6, and two essentially strip-shaped second guide elements 19, each with a second sliding surface 20 opposite the first sliding surface 18, are connected to the second anchor structure 7 detachably connected.
  • the first sliding surfaces 18 and the second sliding surfaces 20 are in contact with each other and overlap each other in the vertical direction to form two sliding contact zones 21.
  • the two sliding contact zones 21 overlap the first anchor structure 6 in horizontal projection.
  • the first guide elements 17 and second guide elements 19 are located outside the vertical projection of the first anchor structure 6.
  • the second anchor structure 7 comprises a second anchor plate 22 and support elements 24 designed as support ribs 23 and non-detachably connected to the anchor plate 22.
  • the second guide elements 19 are each supported in a form-fitting manner with horizontal force transmission with the side opposite their second sliding surface 20 on the associated support elements 24 .
  • the support ribs 23 of the second anchor structure 7, the second guide elements 19 and the two sliding contact zones 21 overlap the first building part 2 in the horizontal projection.
  • the second anchor structure 7 is firmly connected to the second part of the building 3 by means of tie rods 25 which act outside of the vertical projection of the first anchor structure 6 between two adjacent support ribs 23 .
  • the first anchor structure 6 does not have any tie rods connecting it to the first part 2 of the structure.
  • the respective sliding surface 20 of both second guide elements 19 is particularly suitable for forming a low-friction sliding pairing with the respective sliding surface 18 of the corresponding, adjacent first guide elements 17 through surface treatment, for example hardening and/or polishing.
  • the two first guide elements 17 each comprise a sliding element 26 and a sliding element carrier 27, with one surface of the sliding element 26 forming the sliding surface 18 of the respective first guide element 17.
  • the sliding element 26 is made in particular from PTFE, UHMWPE or another equally suitable material.
  • the guide elements 17, 19 and/or the sliding elements 26 are at an unchanged vertical distance between the two anchor structures 6, 7 from one another interchangeable, with the tie rods 25 being able to retain their position and thus not having to be removed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (24)

  1. Édifice (1), comprenant une première partie (2) d'édifice, une deuxième partie (3) d'édifice, mobile par rapport à celle-ci et au moins deux appuis (4, 5) d'édifice agissant entre les deux parties d'édifice, un premier appui (4) d'édifice étant apte à transmettre des charges verticales et un deuxième appui (5) d'édifice présentant les caractéristiques suivantes :
    - le deuxième appui (5) d'édifice est un appui de forces horizontales (5) fixe, uniaxial ou biaxial, inapte à transmettre des charges verticales ;
    - l'appui de forces horizontales (5) comprend une première structure d'ancrage (6), qui par l'intermédiaire de premiers éléments d'ancrage (9) placés sur celle-ci, est solidement assemblée avec la première partie (2) d'édifice et une deuxième structure d'ancrage (7), qui par l'intermédiaire de deuxièmes éléments d'ancrage (11) placés sur celle-ci, est solidement assemblée avec la deuxième partie (3) d'édifice ;
    - au moins un premier élément d'assemblage (17) pourvu d'une première surface coulissante (18) est assemblé de manière amovible avec la première structure d'ancrage (6) et au moins un deuxième élément d'assemblage (19), pourvu d'une deuxième surface coulissante (20) placée au vis-à-vis de la première surface coulissante (18) est assemblé de manière amovible avec la deuxième structure d'ancrage (7), la première surface de contact coulissante (18) et la deuxième surface coulissante (20) étant en contact mutuel et se chevauchant dans la direction verticale, en créant au moins une zone de contact coulissant (21) ;
    - l'au moins une zone de contact coulissant (21) chevauche en projection horizontale la première structure d'ancrage (6) ;
    - la deuxième structure d'ancrage (7) comprend des éléments de soutien (24), sur lesquels l'au moins un deuxième élément d'assemblage (19) associé est soutenu par complémentarité de forme, au vis-à-vis de sa deuxième surface coulissante (20), avec une transmission de force horizontale ;
    caractérisé en ce que
    - la deuxième structure d'ancrage (7) et / ou l'au moins un deuxième élément d'assemblage (19) chevauche la première partie (2) d'édifice en projection horizontale.
  2. Édifice (1) selon la revendication 1, caractérisé en ce que la première partie (2) d'édifice s'étend dans la projection horizontale de la zone de contact coulissant (21).
  3. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce qu'au moins l'un des éléments d'assemblage (17, 19) est interchangeable avec un écart vertical inchangé des deux structures d'ancrage (6, 7).
  4. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que par traitement de surface, notamment par trempe et / ou par polissage, la surface coulissante (18, 20) d'au moins l'un des éléments d'assemblage (17, 19) est apte de manière particulière à créer un appariement coulissant sans friction avec la surface coulissante (18, 20) de l'élément d'assemblage (17, 19) adjacent correspondant.
  5. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce qu'au moins l'un des éléments d'assemblage (17, 19) comprend un élément coulissant (26) et un support (27) d'élément coulissant, une surface de l'élément coulissant (26) créant la surface coulissante (18, 20) de l'au moins un élément d'assemblage (17, 19), et l'élément coulissant (26) étant réalisé notamment en PTFE ou en UHMWPE.
  6. Édifice (1) selon la revendication 5, caractérisé en ce qu'au moins l'un des éléments coulissants (26) est interchangeable avec un écart vertical inchangé des deux structures d'ancrage (6, 7).
  7. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que les éléments de soutien (24) sont réalisés sous la forme de nervures de soutien (23).
  8. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce qu'il n'est prévu aucun tirant d'ancrage assemblant la première structure d'ancrage (6) avec la première partie (2) d'édifice.
  9. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce qu'il n'est prévu aucun tirant d'ancrage assemblant la deuxième structure d'ancrage (7) avec la deuxième partie (3) d'édifice.
  10. Édifice (1) selon au moins l'une quelconque des revendications 1 à 8, caractérisé en ce que la deuxième structure d'ancrage (7) est solidement assemblée avec la deuxième partie (3) d'édifice au moyen de tirants d'ancrage (25), qui s'engagent à l'extérieur de la projection verticale de la première structure d'ancrage (6).
  11. Édifice (1) selon la revendication 10, caractérisé en ce qu'au moins l'un des éléments d'assemblage (17, 19) est interchangeable en maintenant la position du tirant d'ancrage (25).
  12. Édifice (1) selon la revendication 10 ou 11, caractérisé en ce que les éléments de soutien (24) sont réalisés sous la forme de nervures de soutien (23) et en ce que les tirants d'ancrage (25) s'engagent entre deux nervures de soutien (23) voisines l'une de l'autre.
  13. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que la première structure d'ancrage (6) forme une structure d'ancrage supérieure et la deuxième structure d'ancrage (7) forme une structure d'ancrage inférieure.
  14. Édifice (1) selon au moins l'une quelconque des revendications 1 à 12, caractérisé en ce que la première structure d'ancrage (6) forme une structure d'ancrage (6) inférieure et la deuxième structure d'ancrage (7) forme une structure d'ancrage (7) supérieure.
  15. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que le premier élément d'assemblage (17) et le deuxième élément d'assemblage (19) se trouvent à l'extérieur de la projection verticale de la première structure d'ancrage (6).
  16. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que la première structure d'ancrage (6) est réalisée sous la forme d'une plaque d'ancrage (8) et / ou en ce que la deuxième structure d'ancrage (7) comprend une plaque d'ancrage (22), ainsi que des éléments de soutien (24) assemblés de manière amovible avec celle-ci.
  17. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que l'extension horizontale de la première structure d'ancrage (6) est au moins 10 fois supérieure à son extension verticale et / ou en ce que l'extension horizontale de la deuxième structure d'ancrage (7) est au moins 10 fois supérieure à son extension verticale.
  18. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que dans la première structure d'ancrage (6) est placé au moins un premier ajour (13) et dans la deuxième structure d'ancrage (7) est placé au moins un deuxième ajour (14), chaque fois un premier ajour (13) et un deuxième ajour (14) étant en alignement mutuel.
  19. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que la première structure d'ancrage (6) comprend au moins deux premiers logements d'éléments de sécurisation au transport et en ce que la deuxième structure d'ancrage (7) comprend au moins deux deuxièmes logements d'éléments de sécurisation au transport, chaque fois un premier logement d'élément de sécurisation au transport et un deuxième logement d'élément de sécurisation au transport étant en alignement mutuel.
  20. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce qu'au moins l'une des structures d'ancrage (6, 7) est réalisée en monobloc.
  21. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que la première structure d'ancrage (6) est réalisée en étant sensiblement symétrique en rotation et l'au moins un premier et l'au moins un deuxième élément d'assemblage (17, 19) sont réalisés sensiblement en forme d'arc de cercle.
  22. Édifice (1) selon la revendication 21, caractérisé en ce que les éléments de soutien (24) sont placés le long d'une trajectoire circulaire, l'écart entre deux éléments de soutien (24) voisins définissant le long de la trajectoire circulaire un arc de cercle qui est supérieur à l'arc de cercle respectif du premier et du deuxième éléments d'assemblage (17, 19) correspondants.
  23. Édifice (1) selon au moins l'une quelconque des revendications 1 à 20, caractérisé en ce que la première structure d'ancrage (6) est réalisée sensiblement en forme de rectangle et en ce que l'au moins un premier et l'au moins un deuxième éléments d'assemblage (17, 19) sont réalisés sensiblement en forme de baguettes.
  24. Édifice (1) selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que les éléments de soutien (24) saillissent dans la projection horizontale de la zone de contact coulissant (21), les éléments de soutien (24) saillant de préférence au moins jusqu'à la projection horizontale de la ligne des centres de gravité de la zone de contact coulissant (21), de manière particulièrement préférentielle, recouvrant totalement la projection horizontale de la zone de contact coulissant (21).
EP20733900.3A 2019-06-05 2020-05-29 Ouvrage Active EP3980600B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102019115124.4A DE102019115124A1 (de) 2019-06-05 2019-06-05 Bauwerk
PCT/EP2020/065078 WO2020245065A1 (fr) 2019-06-05 2020-05-29 Ouvrage

Publications (2)

Publication Number Publication Date
EP3980600A1 EP3980600A1 (fr) 2022-04-13
EP3980600B1 true EP3980600B1 (fr) 2023-01-18

Family

ID=71111391

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20733900.3A Active EP3980600B1 (fr) 2019-06-05 2020-05-29 Ouvrage

Country Status (3)

Country Link
EP (1) EP3980600B1 (fr)
DE (1) DE102019115124A1 (fr)
WO (1) WO2020245065A1 (fr)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2063745A1 (de) 1970-12-24 1972-07-06 Kober Ag, Glarus (Schweiz) Bewegliches Kipplager für Brücken oder ähnliche Tragwerke
DE102010033159A1 (de) 2010-08-03 2012-02-09 Db Netz Ag Vorrichtung zur Lagerung von Brückenbauten, insbesondere ein als Führungslager ausgebildetes Horizontalkraftlager

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100741718B1 (ko) * 2007-03-14 2007-07-23 매크로드 주식회사 프리스트레스가 적용된 마찰 감쇠형 전단키
AT509074B1 (de) * 2009-10-23 2011-06-15 Rw Sollinger Huette Gmbh Bauwerklager

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2063745A1 (de) 1970-12-24 1972-07-06 Kober Ag, Glarus (Schweiz) Bewegliches Kipplager für Brücken oder ähnliche Tragwerke
DE102010033159A1 (de) 2010-08-03 2012-02-09 Db Netz Ag Vorrichtung zur Lagerung von Brückenbauten, insbesondere ein als Führungslager ausgebildetes Horizontalkraftlager

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
ANONYMOUS DIESE: "MAURER MSM® Kalotten- und Zylinderlager", EUROPÄISCHE TECHNISCHE ZULASSUNG ETA-06/0131, DEUTSCHES INSTITUT FÜR BAUTECHNIK, 24 May 2013 (2013-05-24), pages 1 - 32, XP093142118, Retrieved from the Internet <URL:https://www.dibt.de/de/service/zulassungsdownload/detail/eta-060131> [retrieved on 20240318]
ANONYMOUS: "Baustelleninformation: Einbaurichtlinie für Brückenlager", VHFL RICHTLINIE, VEREINIGUNG DER HERSTELLER VON FAHRBAHNÜBERGÄNGEN UND LAGERN FÜR BAUWERKE, 1 April 2018 (2018-04-01), pages 1 - 19, XP093142122, Retrieved from the Internet <URL:https://www.maurer.eu/fileadmin/mediapool/01_products/Bauwerkslager/Zulassungen/MSM_MSA_Kalottenlager/VHFL_RiLi_2__2018-04__Einbaurichtlinie_Lager_fin2.pdf> [retrieved on 20240318]
ANONYMOUS: "DIN V 4141-13:1994-10 Lager im Bauwesen - Festhaltekonstruktionen und Horizontalkraftlager - Bauliche Durchbildung und Bemessung", DIN NORM, BEUTH VERLAG GMBH, BERLIN, 1 October 1994 (1994-10-01), Berlin, pages 1 - 24, XP009552795
BUNDESMINISTERIUM FÜR VERKEHR, BAU UND WOHNUNGSWESEN: "Verkehrsblatt-Sammlung", 15 June 1993, DORTMUND: VERKEHRSBLATT-VERLAG BORGMANN, Dortmund, article ANONYMOUS: "Richtzeichnungen für Ingenieurbauten RiZ-ING", pages: 1 - 11, XP009552794
DIN DEUTSCHES INSTITUT FÜR NORMUNG E.V.: "DIN EN Norm", 1 January 2008, BEUTH VERLAG GMBH, DE, article ANONYMOUS: "DIN EN 1337-8:2008-01 Lager im Bauwesen - Teil 8: Führungslager und Festhaltekonstruktionen; Deutsche Fassung EN 1337-8:2007", pages: 1 - 27, XP009552796, DOI: 10.31030/9848376

Also Published As

Publication number Publication date
DE102019115124A1 (de) 2020-12-10
EP3980600A1 (fr) 2022-04-13
WO2020245065A1 (fr) 2020-12-10

Similar Documents

Publication Publication Date Title
DE69924942T2 (de) Blattfedergelenklager und Anordnung mit verstellbarem Führungselement
EP0163759B1 (fr) Dispositif de pontage pour joints de dilatation dans des ponts ou similaires
EP4063588B1 (fr) Composant de liaison
EP3980600B1 (fr) Ouvrage
EP3071467B1 (fr) Véhicule ferroviaire, en particulier locomotive
DE202007014662U1 (de) Verriegelungsvorrichtung
DE8916127U1 (de) Vorrichtung zur federnden Einspannung von Traversen einer Fahrbahnüberbrückungskonstruktion
WO2003102304A1 (fr) Voie de communication pour vehicules a sustentation magnetique
AT507412A4 (de) Biegepresse mit stützlagervorrichtung für antriebsmittel
DE69006308T2 (de) Stütz- und Verankerungsvorrichtung für vorgefertigte, insbesondere aus Beton oder ähnlichem hergestellte Gebäudeteile.
DE19812300A1 (de) Tisch
DE102007021747A1 (de) Befestigungseinrichtung zur Ausbildung einer Schnittstelle von einem Rohbau zu einem Innenausbau bei einem Schienenfahrzeug
EP3775434B1 (fr) Bras avec une fixation par vis interne pour un support de conduit
EP2295696A1 (fr) Portail multi-sections
EP0338124A2 (fr) Dispositif de pontage de joint de tablier
DE202006010169U1 (de) Demontagestruktur für einen Stoßdämpfer für Fahrzeuge
WO2021047921A2 (fr) Unité de rotation conçue pour un siège de véhicule pouvant tourner autour de son axe vertical, crochet de transmission de forces en cas de collision conçu pour une telle unité de rotation, et siège de véhicule rotatif
EP3222464B1 (fr) Système de cadre pour carrosseries de véhicules automobiles
EP3656935B1 (fr) Partie supérieure pour un avaloir ainsi qu&#39;avaloir avec une telle partie supérieure
DE4339670C2 (de) Verriegelungssystem für Wechselgeräte zur Verwendung bei Lastkraftwagen sowie Element zur Verwendung bei einem derartigen System
EP4065773B1 (fr) Dispositif d&#39;enjambement de joint de dilatation
DE102020201078B4 (de) Bauwerksgleitlager und Bauwerkslagerungssystem
EP3333328A1 (fr) Machine de travail dotée d&#39;un dispositif de ballastage
DE19962542B4 (de) Plattform zur Aufnahme eines Kraftfahrzeuges
DE102008012787A1 (de) Nivellierschuh

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20211215

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
INTG Intention to grant announced

Effective date: 20220803

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502020002409

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1544754

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230215

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20230118

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230518

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230418

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230518

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230419

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

REG Reference to a national code

Ref country code: DE

Ref legal event code: R026

Ref document number: 502020002409

Country of ref document: DE

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

PLAX Notice of opposition and request to file observation + time limit sent

Free format text: ORIGINAL CODE: EPIDOSNOBS2

26 Opposition filed

Opponent name: MAURER SE

Effective date: 20231018

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20230728

Year of fee payment: 4

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20230531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230529

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230531

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230531

PLBB Reply of patent proprietor to notice(s) of opposition received

Free format text: ORIGINAL CODE: EPIDOSNOBS3

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230529

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230529

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230118

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230531

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230531