Construction method for dismantling temporary support system of prefabricated small box girder type concealed cover beam of road and bridge
A construction method and technology of small box girder, applied in the direction of bridge, bridge construction, bridge maintenance, etc., can solve the problems of inapplicability, improve the efficiency of bridge deck construction, and be limited to the scope of the bearing platform, and achieve the effect of good applicability
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Embodiment 1
[0074] Such as figure 1 As shown, this embodiment discloses a cantilever support system for the support of prefabricated small box girder type concealed cover girders of road bridges; including main girder 11, main pier support system, and side pier support system 34; wherein:
[0075] The main girder 11 is along the lateral side of the road bridge pier (the lateral direction refers to the width direction of the road bridge deck, and the attached figure 1 The horizontal direction) layout is composed of two splicing sections, which are the main beam section a supported by the main pier support system and the side pier support system 34 at one end, and the other end can be spliced with the main beam section a Main girder girder section b, road and bridge pier includes main pier and side pier; main pier includes main pier cap 21 and main pier column 22 located on main pier cap 21, side pier includes side pier cap 31 and side pier cap 31 The side pier column 32 on the pier supp...
Embodiment 2
[0086] Such as figure 2 As shown, the difference between Embodiment 1 of the present invention and Embodiment 2 is that the support system described in this embodiment is a temporary support system for a prefabricated small box girder type concealed cover girder of a long-span road bridge, wherein: the main girder 11 consists of three sections The main girder sections are spliced together, and the three main girder sections are respectively the main girder section a, the first main girder section b, and the second main girder section b; among them, the main girder section a is assembled with the main truss system ; the first main beam section b, one end is supported on the side pier cap of the first side pier, and the other end is spliced with one end of the main beam section a; the second main beam section b is supported on the second side by one end On the side pier cap of the pier, the other end is spliced with the other end of the main beam section a. In addition, ...
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