EP2761091A1 - Dispositif de fixation d'une entretoise entre deux poutres métalliques parallèles constitutives de la travée d'un pont - Google Patents
Dispositif de fixation d'une entretoise entre deux poutres métalliques parallèles constitutives de la travée d'un pontInfo
- Publication number
- EP2761091A1 EP2761091A1 EP12766651.9A EP12766651A EP2761091A1 EP 2761091 A1 EP2761091 A1 EP 2761091A1 EP 12766651 A EP12766651 A EP 12766651A EP 2761091 A1 EP2761091 A1 EP 2761091A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- spacer
- plate
- fixed
- beams
- bridge
- 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
- 125000006850 spacer group Chemical group 0.000 title claims abstract description 58
- 239000002184 metal Substances 0.000 title abstract description 6
- 239000000470 constituent Substances 0.000 claims description 2
- 230000000295 complement effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/12—Portable or sectional bridges
- E01D15/133—Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/02—Bridges characterised by the cross-section of their bearing spanning structure of the I-girder type
Definitions
- the invention relates to a device for fixing a spacer between two parallel metallic beams constituting the span of a bridge.
- Bridges are formed of several parallel metal beams abutted to each other and interconnected by spacers.
- FR-A-2 858 338 describes for example a method for producing a longitudinal beam of a metal bridge, and a bridge span comprising at least two beams.
- the number of beams connected by spacers and / or contiguous depends on the dimensions of the span of the bridge.
- Such metal girders generally have a core either formed of a square or rectangular cross-section box or formed by an elongate plate. Such a plate thus configures the beam a H-shaped coated.
- the beams are connected by spacers with bolted plates, on the one hand at each end of the spacer and, secondly, on the core of the beam, either directly or on a rib. This device, if it keeps the two beams parallel, is not easy to implement. Indeed, it is necessary to strictly respect the dimensions of the different parts to maintain the parallel beams.
- the spacing between the beams is too small or too large, the spacer being too short or too long. In both cases, this compromises the parallelism of the beams and requires on-site interventions, during the installation of the bridge, to remedy these defects.
- the spacers generally used are formed by bars which do not have sufficient structural strength to constitute in itself a support.
- the invention more particularly intends to remedy by proposing a device for fixing a spacer between two easy-to-use beams and also allowing rapid assembly of the bridge deck.
- the subject of the invention is a device for fixing a spacer between two parallel metallic beams constituting the span of a bridge, characterized in that the device comprises at least one relief located at each end of the spacer and two receiving housing of these reliefs, formed in two parts fixed on two beams.
- the relief or reliefs may be distinct bolts or nuts forming a bolting device, in particular distinct from a bolting device cooperating mechanically with the beams and / or the spacer.
- such a device may incorporate one or more of the following features:
- Each relief is formed by a shaft extending perpendicularly to a longitudinal axis of the spacer.
- Each relief is integral with a plate attached to one side of the spacer.
- Each receiving housing of a relief is formed by a groove formed in the edge of a plate, thus configured as a flattened hook and fixed on each beam.
- Each plate is fixed perpendicularly to a longitudinal axis of each beam.
- Each plate is fixed on a lateral rib integral with the beam core.
- the core of the beam is formed by a box with rectangular or square cross section.
- the core of the beam is formed by a plate, the beam being configured transversely H coated.
- the spacers are configured in cross section, H coated.
- the upper sole of the spacer comprises two guide rails and two stops disposed perpendicularly to the longitudinal axis of the spacer and adapted to receive a constituent element of the decking.
- FIG. 1 is a side view of a spacer equipped with a portion of a fastener according to the invention, ready to be mounted between two parallel beams,
- FIG. 2 is a view similar to FIG. 1 and at the same scale, the main body of the spacer being shown alone,
- FIG. 3 is a side representation, on the same scale, of a single plate equipped with the relief
- FIG. 4 is a view, in perspective and at the same scale, of the spacer of FIG. 1, the reliefs being illustrated in position in housings formed in plates, the latter being represented before being fixed on beams,
- FIG. 5 is a perspective view, on a larger scale, of a single plate
- FIG. 6 is a view, on a smaller scale, of a section of a simple span of a bridge comprising two beams connected by a spacer using the device illustrated in the preceding figures.
- Figure 1 shows a side view of a spacer 1 equipped with a portion of a fastener according to the invention.
- This spacer 1 is configured as an elongated element formed of two flat, parallel flat flanges 2, 3 connected by a core 4 also formed by a flat and elongated piece.
- a spacer 1 is configured in coated H.
- the ends 5, 6 of the core 4 are each, at least on one side, equipped with a plate 7, 8.
- the plates 7, 8 are identical and generally of triangular shape. Alternatively, they may be of another form and / or different.
- Each plate 7, 8 comprises, in the vicinity of its base 9, 10 a relief 1 1, 12 formed by a circular section tree.
- Each shaft 1 1, 12 extends perpendicular to a main plane P7, P8 of the plate 7, 8.
- the two faces of the core 4 are equipped with plates 7 or 8 supporting the shafts 1 1, 12.
- the spacer 1 is equipped on each of its ends 5 and 6, a shaft 1 1 or 12.
- the shafts 1 1, 12 are parallel and extend perpendicular to the main plane P4 of the core 4 of the spacer 1.
- the so-called upper sole 3 of the spacer 1 is equipped with two parallel rails 17, 18.
- the rails 17, 18 are fixed on the sole 3 perpendicular to a longitudinal axis A of the spacer.
- the rails 17, 18 receive, as shown in Figure 4, bolts for fixing, from above the spacer, the elements of the decking that once the spacer is in position, that is to say ie when it connects two parallel beams. In other words, it is thus possible to fix the decking once the bridge structure in place from the top of the spacers. Such a possibility makes it easier, faster and safer to build bridges. Stops 19, 20 oriented parallel to the rails 17, 18 and located between the rails 17, 18 and the ends 5, 6 provide guidance and lateral support of the deck when it is placed on the spacers.
- FIG. 2 illustrates this same spacer 1 alone, without the plates 7, 8 and without the rails 17, 18 and the stops 19, 20.
- the orifices 1 10, 120 formed at each end 5, 6 allow the insertion of the shafts 1 1, 12.
- Orifices 130, 140, 150, 160 ensure the continuity of the orifices 13 to 16 when the plates 7, 8 are in position on the spacer.
- Figure 3 illustrates a plate 7 alone.
- this plate 7 is provided with an orifice 1 1 1 adapted to receive the shaft 1 1.
- the shaft 1 1 is fixed on the plate 7, for example by welding.
- the number and / or the arrangement of the orifices 13 to 16 is different.
- the shaft 1 1 or 12 may be square section or monobloc with the plate 7, 8.
- a part 24, 25 visible in FIGS. 4 to 6 forms a plate fixed on at least one face of a beam.
- the lateral face of the beam comprises several plates 24, 25, parallel regularly distributed and perpendicular to a longitudinal axis A35 of the box 35 forming the core of the beam 36.
- the plates 24, 25 are facing each other.
- Each plate 24 or 25 comprises a side 26 or 27 intended to ensure the fixing of the plate on a beam 36, for example an intermediate piece, such as a rib 34, integral with the beam 36.
- the plates 24, 25 are fixed on the end and regularly over the entire length of a beam 36.
- Each plate 24, 25 is advantageously mounted on a rib 34 fixed perpendicular to the core, in the form of box 35, a beam 36.
- the fixing is done by bolting through the orifices 28.
- the core of the beam is not formed by a box 35 but by a thin elongated plate.
- the beam is then configured, in section, in H similar to the configuration of the spacer 1.
- Each side 26 or 27 is provided with openings 28 in this case four, allowing the fixing of the plate 24, 25 on the beam 36.
- Two other orifices 29, similar to the orifices 28, are formed on a side 30, 31 opposite at the side 26, 27. These orifices 29 are adapted to ensure the fixing on a spacer 1 of the plate 24, 25 once the spacer 1 in position that is to say connecting two beams 36 parallel.
- Maintaining the spacer 1 and its positioning on the plates 24, 25 are provided by complementary shapes between the shafts 1 1, 12 and rounded, concave or grooved portions 32, 33. These grooves 32, 33 are formed by the configuration of the sides 320 of the plates 24, 25. The grooves 32, 33 are oriented towards the decking when the plates 24, 25 are fixed on a beam 36. In other words, the plates 24, 25 are in the form of a flattened hook .
- Each groove 32 or 33 forms a receiving housing or cradle adapted to receive the shaft 1 1 or 12 mounted at each end 5 or 6 of the spacer 1.
- two plates 24 or 25 are fixed parallel to one another, on either side of a rib 34, thus providing a space between them to form a housing.
- the shafts 11, 12 pass through the core 4 and thus extend perpendicularly to the plane P4 of the core 4.
- the shafts 11 and 12 rest, as is partly visible in FIGS. 4 and 6, in the grooves 32 and 33.
- Bolts inserted into the orifices 29 and 13, 14 make it possible to secure each end 5 or 6 to the two plates 24 or 25 between which it is inserted.
- the decking is fixed, as illustrated in FIG. 6, using rails 17, 18 and abutments 19, 20 so that the external face of the decking is coplanar with the high sole 37 of the beam 36.
- the decking is easier to set up, this setting up is fast, the entire assembly of the bridge is optimized.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1158676A FR2980493B1 (fr) | 2011-09-28 | 2011-09-28 | Dispositif de fixation d'une entretoise entre deux poutres metalliques paralleles constitutives de la travee d'un pont |
PCT/EP2012/069223 WO2013045635A1 (fr) | 2011-09-28 | 2012-09-28 | Dispositif de fixation d'une entretoise entre deux poutres métalliques parallèles constitutives de la travée d'un pont |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2761091A1 true EP2761091A1 (fr) | 2014-08-06 |
EP2761091B1 EP2761091B1 (fr) | 2020-11-04 |
Family
ID=46963719
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12766651.9A Active EP2761091B1 (fr) | 2011-09-28 | 2012-09-28 | Travée d'un pont comprenant un dispositif de fixation d'une entretoise entre deux poutres métalliques parallèles |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2761091B1 (fr) |
ES (1) | ES2847866T3 (fr) |
FR (1) | FR2980493B1 (fr) |
PT (1) | PT2761091T (fr) |
WO (1) | WO2013045635A1 (fr) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1151824B (de) * | 1956-08-01 | 1963-07-25 | Hermann Walter Gehlen Dipl Ing | Fahrbare Bruecke |
GB1128443A (en) * | 1964-10-20 | 1968-09-25 | Thos Storey Eng Ltd | Improvements in and relating to clamps for structural members |
FR2858338B1 (fr) * | 2003-08-01 | 2015-03-13 | Soc Civ D Brevets Matiere | Procede de realisation d'une poutre de pont metallique et poutre ou travee ainsi realisee |
-
2011
- 2011-09-28 FR FR1158676A patent/FR2980493B1/fr not_active Expired - Fee Related
-
2012
- 2012-09-28 WO PCT/EP2012/069223 patent/WO2013045635A1/fr active Application Filing
- 2012-09-28 PT PT127666519T patent/PT2761091T/pt unknown
- 2012-09-28 EP EP12766651.9A patent/EP2761091B1/fr active Active
- 2012-09-28 ES ES12766651T patent/ES2847866T3/es active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2013045635A1 * |
Also Published As
Publication number | Publication date |
---|---|
PT2761091T (pt) | 2021-02-04 |
ES2847866T3 (es) | 2021-08-04 |
WO2013045635A1 (fr) | 2013-04-04 |
FR2980493A1 (fr) | 2013-03-29 |
FR2980493B1 (fr) | 2013-09-27 |
EP2761091B1 (fr) | 2020-11-04 |
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