EP3980600A1 - Ouvrage - Google Patents

Ouvrage

Info

Publication number
EP3980600A1
EP3980600A1 EP20733900.3A EP20733900A EP3980600A1 EP 3980600 A1 EP3980600 A1 EP 3980600A1 EP 20733900 A EP20733900 A EP 20733900A EP 3980600 A1 EP3980600 A1 EP 3980600A1
Authority
EP
European Patent Office
Prior art keywords
anchor
anchor structure
building
sliding
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
Application number
EP20733900.3A
Other languages
German (de)
English (en)
Other versions
EP3980600B1 (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

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

  • Maintenance phase can be used without restrictions, and is also more durable. Particular attention is paid to the simplest and least possible
  • Guide elements is interchangeable with an unchanged vertical distance between the two anchor structures, it is thus expressed that at least one of the guide elements
  • Horizontal force bearing is intended to transfer loads in the vertical direction. In this way one becomes in the course of
  • the second anchor structure is firmly connected to the second structural part by means of tie rods that engage outside the vertical projection of the first anchor structure is.
  • the support elements are designed as support ribs and the tie rods engage between two adjacent support ribs. This arrangement enables the realization of a very flat one
  • 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 structural part with the aid of 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 below which the structure to be erected can be extremely beneficial.
  • transport securing element receptacles Includes transport securing element receptacles, a first transport securing element receptacle and a second transport securing element receptacle being aligned with one another.
  • a transport securing element can be detachable with a first and simultaneously with a second
  • Embodiment suitable in a particularly advantageous manner since the bearing properties within the plane in which the biaxially fixed horizontal force bearing prevents movements, are thus independent of the direction.
  • the first anchor structure is essentially rectangular and the at least one first and the at least one second guide element are in the Essentially run in the form of strips.
  • This embodiment is particularly suitable for single-axis fixed
  • Structure 1 comprising a first structure part 2, a second structure part 3 movable relative to this 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 uniaxially fixed in the horizontal direction and unsuitable for transferring vertical loads.
  • FIG.3a and Fig.3b show the same horizontal force bearing 5, but for the sake of clarity only the lower part (Fig.3a) and only the upper part (Fig.3b) - each in a top 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 via first anchor elements 9 arranged on it, which are the first
  • Guide elements 17, each with a first sliding surface 18, are detachably connected to the first anchor structure 6, and two second, essentially strip-shaped ones
  • Guide elements 19 each with a second sliding surface 20 opposite the first sliding surface 18 are connected to the second anchor structure 7 releasably 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 in the horizontal direction
  • Supporting ribs 23 designed support elements 24.
  • Structural part 3 firmly connected.
  • first anchor structure 6 no tie rods connecting it to the first structural part 2 are provided.
  • the guide elements 17, 19 and / or the sliding elements 26 are interchangeable with the same vertical spacing of the two anchor structures 6, 7 from one another, the tie rods 25 being able to maintain their position and therefore 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)

Abstract

L'invention concerne un ouvrage, comprenant une première partie (2), une deuxième partie (3) mobile par rapport à celle-ci et au moins deux appuis (5) agissant entre les deux parties de l'ouvrage, le deuxième appui (5) de l'ouvrage étant un appui (5) guide horizontal fixe sur un axe ou deux axes dans la direction horizontale et inadapté à la transmission de charges verticales et comprenant une première structure d'ancrage (6) ainsi qu'une deuxième structure d'ancrage (7). Au moins un premier élément de guidage (17) présentant une première surface de glissement (18) est relié de manière libérable à la première structure d'ancrage (6), et au moins un deuxième élément de guidage (19) présentant une deuxième surface de glissement (20) opposée à la première surface de glissement (18) est relié de manière libérable à la deuxième structure d'ancrage (7), la deuxième structure d'ancrage (7) et/ou le ou les deuxièmes éléments de guidage (19) chevauchant la première partie (2) de l'ouvrage dans la projection horizontale.
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 true EP3980600A1 (fr) 2022-04-13
EP3980600B1 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)

Family Cites Families (3)

* 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
DE102010033159A1 (de) * 2010-08-03 2012-02-09 Db Netz Ag Vorrichtung zur Lagerung von Brückenbauten, insbesondere ein als Führungslager ausgebildetes Horizontalkraftlager

Also Published As

Publication number Publication date
WO2020245065A1 (fr) 2020-12-10
EP3980600B1 (fr) 2023-01-18
DE102019115124A1 (de) 2020-12-10

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