A combined mobile formwork for cast-in-place concrete box girder
A technology of concrete box girder and moving formwork, applied in bridges, bridge construction, bridge materials, etc., can solve the problems of simply supported girder formwork installation, slow disassembly, low concrete pouring accuracy, etc., to improve production efficiency and economic benefits, The effect of enhanced reuse rate and simple structure
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specific Embodiment approach 1
[0036] Specific implementation mode one: combine Figure 1 to Figure 5 Describe this embodiment, the cast-in-place concrete box girder combined mobile formwork in this embodiment includes a formwork system, a formwork support system, a sliding system and a bracket system;
[0037] The formwork system includes an outer mold 1, a bottom mold 3, a corner mold 4 and an inner mold 2;
[0038] The template support system includes an upper adjustment support 7, an outer mold support frame 5, an inner mold support rod 6 and a jack 8;
[0039] The sliding system includes sliding joists 12, pulleys 13 and tracks 14;
[0040] Described support system comprises template support 19, sliding support 18, small distribution beam 17 and large distribution beam 20;
[0041] The outer two sides of the outer mold 1 are respectively provided with an outer mold supporting frame 5, and the bottom of the outer inclined part on both sides of the outer mold 1 is respectively provided with a template ...
specific Embodiment approach 2
[0048] Specific implementation mode two: combination figure 1 , Figure 4 with Figure 5 Describe this implementation mode, the difference between this implementation mode and specific implementation mode 1 is:
[0049] The inside of the top of the inner support vertical bar 31 is fixed with the upper pair of tension beams 23, and the inside of the bottom of the inner support vertical bar 31 is fixed with the lower pair of tension beams 22; The opposite longitudinal beams 23-1 are formed, and a gap is left between the two longitudinal beams, and the lower pair of tensioning longitudinal beams 22 are composed of two upper and lower opposite longitudinal beams 23-1, and a gap is left between the two longitudinal beams;
[0050]The upper pair of tie rods 10 passes through the upper pair of tension longitudinal beams 23, the outer mold 1 and the inner mold 2, and is tightened by nuts to fix the outer mold support frame 5 and the outer mold 1; the lower pair of tie rods 21 passes...
specific Embodiment approach 3
[0051] Embodiment 3: This embodiment is different from Embodiment 1 in that: the sliding joist 12 and the pulley groove 16 are fixed by spot welding. Others are the same as in the first embodiment.
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