Method for building a bridge and bridge-building apparatus

Patent metadata

Field	Value
Publication number	US-10006176-B2
Application number	US-201415316370-A
Country	US
Kind code	B2
Filing date	Jun 6, 2014
Priority date	Jun 6, 2014
Publication date	Jun 26, 2018
Grant date	Jun 26, 2018

Abstract

A method for building a bridge, said bridge comprising piers and at least one deck. The method including a cantilever step, wherein a girder is set in a cantilevered position relative to a bank or to a constructed zone of the bridge so that the girder comprises a first end overhanging the bank or the constructed zone, and a second end overhanging a construction zone of the bridge, and a construction step, wherein pier elements and deck elements are installed in said construction zone via a first and a second lifting devices mounted movable on the girder between the first and second ends. The first and second lifting devices cross one another along the girder during the cantilever step and/or during the construction step.

First claim

The invention claimed is:

1. A method for building a bridge, said bridge comprising piers and at least one deck, the method comprising:
a cantilever step, wherein a girder is set in a cantilevered position relative to a bank or to a constructed zone of the bridge so that the girder comprises a first end overhanging the bank or the constructed zone, and a second end overhanging a construction zone of the bridge, and
a construction step, wherein pier elements and deck elements are installed in said construction zone via a first and a second lifting devices movably mounted on the girder between the first and second ends,
wherein the first and second lifting devices cross one another along the girder during the cantilever step and/or during the construction step.

2. The method according to claim 1 , wherein the construction step comprises the installation of part of the deck elements via the first lifting device and, at the same time, the installation of part of the pier elements via the second lifting device.

3. The method according to claim 1 , wherein construction tools are moved along the girder by a movable rack mounted movable on the girder.

4. The method according to claim 1 , further comprising:
installing a cofferdam in the construction zone of the bridge;
setting the second end of the girder on the cofferdam so that said second end rests on the cofferdam; and
installing pier elements in the cofferdam.

5. The method according to claim 4 , wherein during at least part of the installation of the cofferdam, the second lifting device is located at the first end of the girder and the first lifting device is located at the second end of the girder, and, during at least part of the construction of said pier, the second lifting device is located at the second end of the girder and the first lifting device is located at the first end of the girder.

6. A method for building a bridge, said bridge comprising piers and at least one deck, the method comprising:
a cantilever step, wherein a girder is set in a cantilevered position relative to a bank or to a constructed zone of the bridge so that the girder comprises a first end overhanging the bank or the constructed zone, and a second end overhanging a construction zone of the bridge;
a construction step, wherein pier elements and deck elements are installed in said construction zone via a first and a second lifting devices movably mounted on the girder between the first and second ends,
wherein the first and second lifting devices cross one another along the girder during the cantilever step and/or during the construction step;
installing a cofferdam in the construction zone of the bridge;
setting the second end of the girder on the cofferdam so that said second end rests on the cofferdam; and
installing pier elements in the cofferdam,
wherein a bearing system configured to monitor and adjust the geometrical and/or the load configuration of the interface between the girder and said cofferdam is arranged between the cofferdam and the girder for the installation of pier elements.

7. A bridge-building apparatus, said bridge comprising piers and at least one deck, said apparatus comprising:
a girder having a first end configured to overhang a bank or a construction zone of the bridge, and a second end configured to overhang a construction zone of the bridge, and
a first and a second lifting devices movable on guides laid out on the girder between the first and second ends for moving pier elements and deck elements between the constructed zone and the construction zone of the bridge, said guides being configured to allow the crossing of the first and second lifting devices along the girder.

8. A bridge-building apparatus according to claim 7 , wherein said guides comprise a set of rails defining at least two independent running tracks between the first and second ends of the girder.

9. A bridge-building apparatus according to claim 7 , wherein the girder comprises a storage rack, the storage rack being independent of the lifting devices and movable along the girder, said storage rack being adapted to move construction tools along the girder.

10. A bridge-building apparatus according to claim 7 , wherein the girder has a length corresponding to substantially three times the distance between two consecutive piers of the bridge.

11. A bridge-building apparatus according to claim 7 , wherein the girder comprises at least one guiding frame for the vertical guiding of pier elements, said guiding frame being located at the second end of the girder.

12. A bridge-building apparatus according to claim 7 , wherein the girder comprises a front support adapted to rest on a cofferdam in the construction zone, the front support comprising a bearing system configured to monitor and adjust the geometrical and/or the load configuration of the interface between the girder and said cofferdam.

Assignees

• Solentanche Freyssinet
• Soletanche Freyssinet

Inventors

• Bermingham Patrick D
• Mellier Erik
• Gabaldo Stefano L
• Le Treut Brice

Classifications

• E01D2/00

  Bridges characterised by the cross-section of their bearing spanning structure · CPC title

• B66C5/025

  Tripods · CPC title

• B66C23/26

  for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail (with supporting couples provided by walls or buildings B66C23/20; mounted on vehicles B66C23/36; jib constructions B66C23/64) · CPC title

• E01D21/06 Primary

  by translational movement of the bridge or bridge sections {(E01D15/127, E01D15/133 and E01D21/10 take precedence)} · CPC title

• B66C19/00

  Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries (B66C17/00 takes precedence; base supporting structures with legs B66C5/00; jib cranes B66C23/00) · CPC title