Assembly construction process of prefabricated 40m T-beam in intertidal zone of open sea
A construction technique, tide technology, applied to bridges, bridge construction, erection/assembly of bridges, etc.
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Embodiment 1
[0013] The installation and construction process of the prefabricated 40m T-beam in the intertidal zone in the open sea includes the following process steps: the prefabricated 40m post-tensioned prestressed T-beam is transported to the construction site by water after the completion of the prefabricated 40m T-beam. The girder trolley transports the girder to the erection site, and finally erects it to the designated position by the bridge erecting machine. The specific installation sequence is: from the sea side to the shore side, span by span, and the erection sequence of each span T beam is side→middle→side→middle.
Embodiment 2
[0015] The installation and construction process of the prefabricated 40m T-beam in the intertidal zone of the open sea, the water transportation of the prefabricated 40m post-tensioned prestressed T-beam to the construction site after completion includes the following construction steps: select Ф60mm steel wire rope, and use two 100-ton T-beams at the same time Lift the bottom of the gantry sling, move the T beam to the edge of the prefabricated site, and place it on the steel beams at both ends of the prefabricated beam. Use gantry cranes to lift T beams to barges when necessary, and use 1200t flat barges for water transportation. Each ship is loaded with 3-4 pieces of T beams. Steel frames are made of channel steel and steel plates on the flat barges in advance, and 3-4 pieces are determined. The respective positions of the T beams are placed, and the upper part is connected with 3-4 pieces of T beams through the hanging point with straps. The T beams are wedged with wooden ...
Embodiment 3
[0017] In the installation process of the prefabricated 40m T-beam in the intertidal zone of the open sea, the erection of the bridge erecting machine adopts the construction process of feeding the beam at the tail, pulling the beam, and erecting the beam across a hole. After the first piece of beam is in place, install Temporary support, after the support is confirmed, the hook can be released. The second and subsequent beams are transported at a low position above the first beam and at a position 10cm higher than the top surface of the first beam. The end support section moves at a low position of 10cm on the top surface of the cover beam. After it is in place, the beam is slowly lowered into place, and no less than four connecting steel plates are welded to the adjacent erected beam surface before the hook can be released and the next beam can be erected. .
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