30-06-2023 дата публикации
Номер: CN116356668A
Принадлежит:
The invention discloses a steel truss girder end connection process, which belongs to the technical field of steel bridge connection processes, and comprises the following steps that a male joint of a to-be-spliced beam section port is jacked and inserted into a female joint of a spliced beam section port, the female joint of the spliced beam section port is provided with a jacking counter-force plate, the jacking counter-force plate is connected with a tensioning jacking device, and the tensioning jacking device is connected with a tensioning device; the to-be-spliced beam section port male joint is jacked towards the spliced beam section port female joint through a tensioning jacking device; after the to-be-spliced beam section port male joint is initially jacked in, a plurality of locking base plates are filled between the to-be-spliced beam section port male joint and the to-be-spliced beam section port male joint; and the stiffening rib plate of the male connector of the port of the ...
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