Cantilever-concreting construction hanging basket for four-lane and wide-width continuous beam of high-speed rail
A high-speed railway and line width technology, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problem of continuous beam casting problems, and achieve the effect of reducing concentrated load and improving overall stability.
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Embodiment 1
[0023] Example 1 (casting beam type a)
[0024] Refer to attached figure 1 , figure 2 , the present embodiment includes a main truss 5, the main truss 5 is roughly in a rhombus structure, two short nodes are connected by vertical beams, and one of the rhomboid sides is placed horizontally on the continuous beam 30; The upper beam 1, the scissor brace 6 connected by the front upper slope, the vertical truss 4 connected by the middle part, and the transverse rod 7 connected by the rear upper slope form a whole, and are placed symmetrically at the two ends of the continuous beam 30 in the front and rear pouring directions; The main trusses 5 are arranged in four trusses, and each truss is provided with a corresponding running mechanism.
[0025] Refer to attached figure 1 , Figure 4 and Figure 5 . The guide slide beam device comprises a middle guide slide beam device arranged at the middle section position of the continuous beam 30 section and a side guide slide beam dev...
Embodiment 2
[0031] Embodiment 2 (casting beam type b)
[0032] Refer to attached figure 1 , image 3 , Figure 6 , Figure 7 . Compared with Embodiment 1, the difference is that the continuous beam body cancels the middle cavity, and is a single-box double-chamber structure. The main truss 5 is set as three trusses, and the chain block 33 and the two sets of guide sliding beam mechanisms 16 set on the upper part are cancelled. , the horizontal width of the hanging basket remains unchanged, and the other structures are the same as in Embodiment 1.
[0033] During work, the continuous beam 30 adopts two-way symmetrical pouring, wherein the bottom basket system 10 transmits the load to the front upper beam 1 of the main truss 5 through the suspenders 20, 21, and then to the front support node 2 of the main truss 5. The truss 5 transfers the load to the continuous beam 30 through the rear anchor rod, that is, the front support node 2 is subjected to compressive load, and the rear support...
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