EP0433170A1 - Brücke mit sukzessive Fahrbahnplatten tragenden Pfeilern - Google Patents

Brücke mit sukzessive Fahrbahnplatten tragenden Pfeilern Download PDF

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Publication number
EP0433170A1
EP0433170A1 EP90403548A EP90403548A EP0433170A1 EP 0433170 A1 EP0433170 A1 EP 0433170A1 EP 90403548 A EP90403548 A EP 90403548A EP 90403548 A EP90403548 A EP 90403548A EP 0433170 A1 EP0433170 A1 EP 0433170A1
Authority
EP
European Patent Office
Prior art keywords
tie rods
plate
deck
bridge according
concrete
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.)
Ceased
Application number
EP90403548A
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English (en)
French (fr)
Inventor
Daniel Dutoit
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.)
Jean Muller International
Original Assignee
Jean Muller International
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 Jean Muller International filed Critical Jean Muller International
Publication of EP0433170A1 publication Critical patent/EP0433170A1/de
Ceased legal-status Critical Current

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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
    • E01D19/02—Piers; Abutments ; Protecting same against drifting ice

Definitions

  • the present invention relates to a bridge composed of piers having at their top horizontal bearing surfaces, on which rest successive deck elements.
  • Bridges constructed according to the technique just indicated are very widespread, generally the deck elements are prefabricated on the ground, and put in place so that they rest by their two ends on the top of a pile. Although the inherent stability of such constructions is very good, it is preferred, especially in the case of railway bridges, or bridges built in seismic zones, to secure the deck elements with the piers, while leaving the possibility of the small movements necessary, in order to prevent movements of large amplitude which could lead to the fall of the element of the deck, for example in the event of derailment or of earthquakes.
  • stabilization rods are provided which pass obliquely on the one hand all or part of the deck element, outside the pile, and on the other hand, part of the pile, which extends horizontally in a direction parallel to that of the bridge, and which constitutes a console.
  • Such an arrangement is expensive, because it requires a widening of the top of the stack, more or less long holes in the thickness of the deck, and stabilizing tie rods of a relatively large length.
  • the object of the present invention is to provide a bridge in which the problem of stabilization is resolved in a simpler and less costly manner, while having an efficiency at least equal to that of the known device.
  • the invention provides a bridge composed of masonry piers carrying at their top essentially horizontal bearing surfaces, on which rest successive deck elements via support plates designed to allow the possibility of small relative movements, stabilizing tie rods connecting the deck elements to the stacks so as to prevent an unwanted relative movement, in particular vertical, while leaving the possibility of said small movements, this bridge having the particularity that each apron element is integral with a metal retaining plate, more or less horizontal, which rests on the said plate or plates and protrudes beyond this plate or these plates in the direction of the vertical axis of the stack, and the stabilizing tie rods are substantially vertical and connect the stack to said plate.
  • the arrangement according to the invention makes it possible to reduce both the volume of the top of the pile, and the length of the anchor rods, in particular by the fact that they no longer have to cross a more or less significant portion of the height of the deck element, but only the metal plate, which, despite its robustness, is obviously less thick.
  • the invention can be applied to the case where the deck elements are metallic constructions, but of course, it applies more particularly to the case where these elements are made of concrete.
  • the deck elements rest on the top of the pile by means of rigid support plates or of elastomeric material, intended to avoid direct contact of the concrete of the deck element with the concrete of the pile.
  • the retaining plate is anchored in the concrete of the apron and constitutes the part of the lower surface of said apron which rests on the support plate or plates, and the retaining plate comprises an extension extending from the support plate or plates towards the axis of the stack, this extension carrying the means for fixing the stabilizing tie rods.
  • the anchoring of the retaining plate in the concrete of an apron element can be carried out using vertical bars welded on said plate and penetrating into the concrete of said element, it can also be carried out using at least one vertical plate, supported on a vertical surface of the deck element, and to which are welded horizontal bars penetrating the concrete of said element.
  • the stabilizing tie rods pass through the holding plate by one end provided with a thread, and bolts are screwed onto the part of the tie rod which protrudes above the holding plate.
  • the lower end of the stabilizing tie rods can be anchored in the top of the stack, but, according to a preferred method, these tie rods pass through the top of the stack to a roughly horizontal surface facing downwards, the end lower of said tie rods is threaded and carries a nut which rests on said roughly horizontal surface. In this way, replacing a stabilizer rod is an easy thing.
  • the figures show a pile 1, made of concrete, of which only the upper part has been shown.
  • This stack comprises a barrel 2, vertical and having an interior cavity 3 closed, and a head 4, massive, which has the general shape of an inverted pyramid trunk.
  • the underside of the head 4 has a horizontal surface 5 which closes the cavity 3 of the barrel of the stack.
  • the upper surface 6 of the stack is also horizontal.
  • This plate the shape of which is given in FIG. 3, comprises a rectangular part 19, and a projection 20, directed towards the opposite deck element.
  • the part of the plate 17 furthest from the vertical axis AA of the stack rests on the neoprene plate 9.
  • the opposite part, which is in the extension 20, has two holes 21 through each of which passes a tie rod stabilization 22.
  • tie rods are vertical, and pass through the head 4 of the stack by holes 23, elongated in the direction of the bridge, their width in this direction being approximately equal to that of the expansion interval 14. It should be noted that , in the transverse direction, the width of the holes 23 is quite clearly greater than that of the tie rods 22, to also allow a certain transverse play.
  • each of the tie rods 22 are threaded and carry nuts 24, 25, which are in contact with the plate 17 on one side and with the lower surface 5 of the head on the other side, by means of support plates 26, 27 and elastic elements 28, 29. It should be noted that the stabilizing tie rods do not exert an appreciable prestressing force, which would lead to a permanent bending stress on the plate 17 and would harm the good support of the latter on the neoprene plate 9.
  • the tie rods are threaded metal bars. They can also be formed by cables provided with hooking heads at their ends, but which, unlike the usual prestressing cables, are not tensioned in normal service.
  • the lower part of the tie rods can also be fixed in a non-removable manner in the head of the pile, for example by anchoring in concrete.
  • tie rods are constantly under tension.
  • the backing plates must then be reinforced accordingly.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP90403548A 1989-12-15 1990-12-12 Brücke mit sukzessive Fahrbahnplatten tragenden Pfeilern Ceased EP0433170A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8916625 1989-12-15
FR8916625A FR2656016B1 (fr) 1989-12-15 1989-12-15 Dispositif de stabilisation du tablier d'un pont par rapport a ses piles.

Publications (1)

Publication Number Publication Date
EP0433170A1 true EP0433170A1 (de) 1991-06-19

Family

ID=9388563

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90403548A Ceased EP0433170A1 (de) 1989-12-15 1990-12-12 Brücke mit sukzessive Fahrbahnplatten tragenden Pfeilern

Country Status (2)

Country Link
EP (1) EP0433170A1 (de)
FR (1) FR2656016B1 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0747538A1 (de) * 1995-06-06 1996-12-11 Kureha Seiko Co., Ltd. Erschütterungsfeste Verankerungsbolzen, Montagestruktur mit einem derartigen Bolzen und Ausführungsmethode des Verankerungsbolzens
WO2003025285A1 (fr) * 2001-09-21 2003-03-27 Shanghai Maglev Transportation Development Co., Ltd. Structure de voie pour le transit par voie rapide
FR2861103A1 (fr) * 2003-10-16 2005-04-22 Gtm France Dispositif anti-soulevement et de maintien d'elements d'ouvrage d'art
CN109778722A (zh) * 2019-04-01 2019-05-21 重庆交通大学 一种t型桥梁减震方法
CN111778834A (zh) * 2020-06-17 2020-10-16 上海市政工程设计研究总院（集团）有限公司 一种大跨度桥梁边墩、辅助墩的抗拉装置

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119040B (zh) * 2020-01-21 2021-04-16 郑州市公路工程公司 一种桥梁伸缩缝部位桥墩与桥梁的连接构件

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE473156C (de) * 1929-03-11 Maschf Augsburg Nuernberg Ag Drehscheibe mit unterteiltem Haupttraeger
DE2308761A1 (de) * 1973-02-22 1974-08-29 Strabag Bau Ag Fahrweg fuer schnellbahnen
US3993341A (en) * 1975-01-14 1976-11-23 Bentley Charles A Deck structure and connector for building construction
EP0090678A2 (de) * 1982-02-24 1983-10-05 Freyssinet International (Stup) Vorrichtung zum Verbinden von in einer Reihe angeordneten statisch bestimmten Elementen
DE3432166A1 (de) * 1984-08-31 1986-03-13 Dyckerhoff & Widmann AG, 8000 München Mehrfeldriges brueckentragwerk fuer fahrzeuge mit hohen bremskraeften

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE473156C (de) * 1929-03-11 Maschf Augsburg Nuernberg Ag Drehscheibe mit unterteiltem Haupttraeger
DE2308761A1 (de) * 1973-02-22 1974-08-29 Strabag Bau Ag Fahrweg fuer schnellbahnen
US3993341A (en) * 1975-01-14 1976-11-23 Bentley Charles A Deck structure and connector for building construction
EP0090678A2 (de) * 1982-02-24 1983-10-05 Freyssinet International (Stup) Vorrichtung zum Verbinden von in einer Reihe angeordneten statisch bestimmten Elementen
DE3432166A1 (de) * 1984-08-31 1986-03-13 Dyckerhoff & Widmann AG, 8000 München Mehrfeldriges brueckentragwerk fuer fahrzeuge mit hohen bremskraeften

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0747538A1 (de) * 1995-06-06 1996-12-11 Kureha Seiko Co., Ltd. Erschütterungsfeste Verankerungsbolzen, Montagestruktur mit einem derartigen Bolzen und Ausführungsmethode des Verankerungsbolzens
WO2003025285A1 (fr) * 2001-09-21 2003-03-27 Shanghai Maglev Transportation Development Co., Ltd. Structure de voie pour le transit par voie rapide
US7182023B2 (en) 2001-09-21 2007-02-27 Shanghai Maglev Transportation Development Co., Ltd. Track structure of the rapid track transit
FR2861103A1 (fr) * 2003-10-16 2005-04-22 Gtm France Dispositif anti-soulevement et de maintien d'elements d'ouvrage d'art
WO2005038142A1 (fr) * 2003-10-16 2005-04-28 La Gtm France Dispositif anti-soulevement et de maintien d’elements constitutifs d’ouvrage d’art
CN109778722A (zh) * 2019-04-01 2019-05-21 重庆交通大学 一种t型桥梁减震方法
CN111778834A (zh) * 2020-06-17 2020-10-16 上海市政工程设计研究总院（集团）有限公司 一种大跨度桥梁边墩、辅助墩的抗拉装置

Also Published As

Publication number Publication date
FR2656016A1 (fr) 1991-06-21
FR2656016B1 (fr) 1992-03-06

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