Method for producing an integral bridge, and integral bridge

Patent metadata

Field	Value
Publication number	US-11136733-B2
Application number	US-201816641575-A
Country	US
Kind code	B2
Filing date	Jul 26, 2018
Priority date	Aug 24, 2017
Publication date	Oct 5, 2021
Grant date	Oct 5, 2021

Abstract

A first arch and second arch are produced in respective first and second structural portions. Each arch has a tie rod interconnecting the foot points of the arch, where a foot point of the arch is displaceably mounted. Each tie rod is tensioned so that horizontal forces caused by the weight of the arches at the foot points of the corresponding arch, are taken up by the tie rods. A first end point of the tie rod of the first arch is connected in a force-fitting manner to the first abutment, and a second end point of the tie rod of a last arch is connected in a force-fitting manner to the second abutment. The remaining adjoining end points of the tie rods are connected to one another in a force-fitting manner, and corresponding foot points of the arches are connected in a force-fitting manner to the abutments and pillar.

First claim

The invention claimed is:

1. A method for producing an integral bridge made from reinforced concrete and having a road deck, wherein the integral bridge is produced in sections, and wherein there are preliminarily erected a first abutment, and at least one pillar, and the method comprising:
producing, in a first structural portion, a first arch with a first tie rod, which interconnects foot points of the first arch, wherein one of the foots point of the first arch is displaceably mounted, and wherein the first tie rod is tensioned such that horizontal forces, which are caused by an intrinsic weight of the first arch at the foot points of the first arch, are taken up by the first tie rod;
producing, in a second structural portion, a second arch with a second tie rod, which interconnects the foot points of the second arch, wherein one of the foot points of the second arch is displaceably mounted, and wherein the second tie rod is tensioned such that horizontal forces, which are caused by the intrinsic weight of the second arch at the foot points of the second arch, are taken up by the second tie rod;
producing, before or during production of the second structural portion, a second abutment,
connecting a first end point of the first tie rod in a force-fitting manner to the first abutment, and connecting a second end point of the second tie rod of the second arch in a force-fitting manner to the second abutment;
connecting the second end point of the first tie rode to the first end point of th second tie rod in a force-fitting manner; and
connecting the respective foot points of the first arch and the second arch in a force-fitting manner to the abutments and to the pillar.

2. A method according to claim 1 , wherein connection of one of the foot points to the pillar is performed during production of one of the structural portions of the integral bridge.

3. A method according to claim 1 , wherein one force-fitting connection of one of the end points is performed during a section-wise production of the integral bridge.

4. A method according to claim 1 , wherein one of the tie rods is tensioned to a tensile stress of 80 N/mm 2 to 500 N/mm 2 .

5. A method according to claim 1 , wherein an end point of one of the tie rods is formed as one of a solid anchorage, a jacking anchorage, or a coupling.

6. A method according to claim 1 , wherein one of the tie rods is formed as a tendon, and the method further comprises:
connecting the tendon with a sheathing; and
grouting the tendon with cement mortar after tensioning of the tie rod.

7. A method according to claim 1 , wherein one of the tie rods is formed as an external tendon during the section-wise production of the integral bridge, and wherein that tie rod is equipped with a permanent corrosion protection, or is produced from a material not at risk of corrosion.

8. A method according to claim 1 , further comprising producing supports on at least one arch and that wherein the road deck is produccd resides on the supports.

9. A method according to claim 8 , wherein one of the tie rods is tensioned such that the horizontal forces, which are caused by the intrinsic weight of either the first arch or the second arch, the supports and the road deck at the foot points of the arch, are taken up by that tie rod.

10. A method according to claim 1 , further comprising producing transverse joints, in lateral projections of the road deck, in an interval of 1 m to 10 m.

11. A method according to claim 10 , wherein rods made from fibre composite material and/or from stainless steel are arranged within the road deck, and wherein the rods cross the transverse joints at a right angle.

12. A method according to claim 2 , wherein the constructional part comprises a reinforcement made from fibre composite material and/or from stainless steel.

13. A method according to claim 1 , further comprising producing two or more additional arches having a common additional tie rod, wherein the additional tie rod is rigidly connected at a first end point thereof to a foot point of a first arch of the additional arches and is displaceably connected to the remaining foot points of the two or more additional arches upon tensioning of the additional tie rod.

14. A method according to claim 1 , wherein in at least one of the structural portions comprises at least two arches.

15. A method according to claim 14 , further comprising producing, on the supports of an arch, one or more arches having a smaller arch span width than an arch span width of the arch.

16. A method according to claim 1 , wherein in regions adjoining the transverse joints, a composite action between the first and second tie rods and the road deck is omitted.

17. An integral bridge made from reinforced concrete and having at least two arches and at least one pillar, wherein the bridge has been produced using the method according to claim 1 , wherein one of the arches has a ratio of clear arch span width to clear rise of that arch, greater than 2.

18. An integral bridge according to claim 17 , wherein a ratio of clear arch span width to a width of the pillar in a longitudinal direction of the bridge, has a value greater than 5.

19. A method, for producing an integral bridge made from reinforced concrete and having a road deck, wherein the integral bridge is produced in sections, and wherein there are preliminarily erected a first abutment, and at least one pillar, and the method comprising:
producing, in a first structural portion, a first arch with a first tie rod, which interconnects foot points of the first arch, wherein one of the foots point of the first arch is displaceably mounted, and wherein the first tie rod is tensioned such that horizontal forces, which are caused by an intrinsic weight of the first arch at the foot points of the first arch, are taken up by the first tie rod;
producing, in a second structural portion, a second arch with a second tie rod, which interconnects the foot points of the second arch, wherein one of the foot points of the second arch is displaceably mounted, and wherein the second tie rod is tensioned such that horizontal forces, which are caused by the intrinsic weight of the second arch at the foot points of the second arch, are taken up by the second tie rod;
producing, before or during production of the second structural portion, a second abutment,
connecting a first end point of the first tie rod in a force-fitting manner to the first abutment, and connecting a second end point of the second tie rod of the second arch in a force-fitting manner to the second abutment;
connecting the second end point of the first tie rode to the first end point of the second tie rod in a force-fitting manner;
connecting the respective foot points of the first arch and the second arch in a force-fitting manner to the abutments and to the pillar; and
producing supports on at least one arch, and wherein the road deck resides on the supports,
wherein in one of the first arch or the second arch, the supports and the part of the road deck that is arranged above the first arch or second arch are produced simultaneously in a constructional part, and in the constructional part there are produced slits having an essentially plane top surface, which are situated in planes that are arranged perpendicularly to an axis of one of the first tie rod or the second tie rod, and the slits have a depth which extends from a top surface of the constructional part to a top surface of the first arch or the second arch.

20. A method for producing

Assignees

• Univ Wien Tech

Inventors

• Kollegger Johann
• Gassner Georg

Classifications

• E01D4/00 Primary

  Arch-type bridges · CPC title

• E01D19/042

  Mechanical bearings (E01D19/048 takes precedence) · CPC title

• E04C3/26

  prestressed (E04C3/22, E04C3/29 take precedence; prestressing members E04C5/08) · CPC title

• E01D19/14 Primary

  Towers; Anchors {; Connection of cables to bridge parts}; Saddle supports · CPC title

• E01D21/00

  Methods or apparatus specially adapted for erecting or assembling bridges · CPC title