A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method for producing integral bridge, and integral bridge
Method for producing an integral bridge (1), wherein a first arch (5) is produced in a first structural portion and at least a further arch is produced in at least one further structural portion, wherein each arch has at least one tie rod (10) which interconnects the foot points (6) of the arch, wherein a foot point of the arch is displaceably mounted, wherein each tie rod is so highly tensioned that the horizontal forces, which are caused by the intrinsic weight of the arch (5), at the foot points of the corresponding arch are taken up by the tie rod, and wherein a first end point (11) of thetie rod of a first arch is connected in a force-fitting manner to the first abutment (2), and a second end point (11) of the tie rod of a last arch is connected in a force-fitting manner to the second abutment (2), the remaining, in each case adjoining end points of the tie rods are connected to one another in a force-fitting manner, and the corresponding foot points of the arches are connected in a force-fitting manner to the abutments (2) and to the at least one pillar (4).
用于制造整体式桥梁(1)的方法，其中，在第一建造阶段中制造第一拱(5)，且在至少一个其它的建造阶段中制造至少一个其它的拱，其中，每个拱都具有至少一个拉伸带(10)，该拉伸带使得所述拱的各支点(6)相互连接，其中，所述拱的支点可移动地安置；其中，每个拉伸带被拉紧一定程度，使得在相应拱的支点处由所述拱(5)的自重引起的水平力被所述拉伸带吸收；其中，第一拱的拉伸带的第一端点(11)与第一桥台(2)力配合地连接，并且最后一个拱的拉伸带的第二端点(11)与第二桥台(2)力配合地连接；各拉伸带的其余的分别邻接的端点力配合地相互连接；所述拱的相应的支点与所述桥台(2)和所述至少一个桥墩(4)力配合地连接。
Method for producing integral bridge, and integral bridge
Method for producing an integral bridge (1), wherein a first arch (5) is produced in a first structural portion and at least a further arch is produced in at least one further structural portion, wherein each arch has at least one tie rod (10) which interconnects the foot points (6) of the arch, wherein a foot point of the arch is displaceably mounted, wherein each tie rod is so highly tensioned that the horizontal forces, which are caused by the intrinsic weight of the arch (5), at the foot points of the corresponding arch are taken up by the tie rod, and wherein a first end point (11) of thetie rod of a first arch is connected in a force-fitting manner to the first abutment (2), and a second end point (11) of the tie rod of a last arch is connected in a force-fitting manner to the second abutment (2), the remaining, in each case adjoining end points of the tie rods are connected to one another in a force-fitting manner, and the corresponding foot points of the arches are connected in a force-fitting manner to the abutments (2) and to the at least one pillar (4).
用于制造整体式桥梁(1)的方法，其中，在第一建造阶段中制造第一拱(5)，且在至少一个其它的建造阶段中制造至少一个其它的拱，其中，每个拱都具有至少一个拉伸带(10)，该拉伸带使得所述拱的各支点(6)相互连接，其中，所述拱的支点可移动地安置；其中，每个拉伸带被拉紧一定程度，使得在相应拱的支点处由所述拱(5)的自重引起的水平力被所述拉伸带吸收；其中，第一拱的拉伸带的第一端点(11)与第一桥台(2)力配合地连接，并且最后一个拱的拉伸带的第二端点(11)与第二桥台(2)力配合地连接；各拉伸带的其余的分别邻接的端点力配合地相互连接；所述拱的相应的支点与所述桥台(2)和所述至少一个桥墩(4)力配合地连接。
Method for producing integral bridge, and integral bridge
用于制造整体式桥梁的方法和整体式桥梁
KOLLEGGER JOHANN (author) / GASSNER GEORG (author)
2020-04-17
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
METHOD FOR PRODUCING AN INTEGRAL BRIDGE, AND INTEGRAL BRIDGE
| European Patent Office | 2020
Method for producing an integral bridge, and integral bridge
| European Patent Office | 2021
| Springer Verlag | 2018