One-time pouring and forming construction device and method for a large-section special-shaped structure
A construction device and construction method technology, which is applied in infrastructure engineering, construction, sea area engineering, etc., can solve the problems of unusable trolleys, lining, and gradual changes in vertical height of space, so as to achieve great promotion and application value, ensure construction quality, The effect of improving flatness
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Embodiment 1
[0030] Such as Figure 1-2 , a large-section special-shaped structure one-time pouring molding construction device, which includes a trolley track 1 laid at the position of the aerated sill special-shaped structure 5, and a side wall lining platform for side wall lining pouring is supported on the trolley track 1 Car 2, on the top of the side wall lining trolley 2, there is a top arch lining trolley 3 for vault pouring, at the location of the aerated sill special-shaped structure 5 and at the bottom of the side wall lining trolley 2 panel and the floor lining line 6 Uncovered special-shaped side walls are sealed with special-shaped steel formwork 4. By using the above-mentioned construction device, the one-time pouring of the special-shaped structure 5 of the aeration sill of the flood discharge tunnel can be realized, thereby ensuring that the levelness of the concrete pouring at the Longluowei aeration sill meets the design technical requirements, and effectively avoiding th...
Embodiment 2
[0035] Adopt the construction method of one-time pouring molding construction device of described large-section special-shaped structure of any one, it comprises the following steps:
[0036] Step 1, before the reinforcement is bundled, first offset the elevation A according to the top arch lining line 7, and the elevation area from the top arch lining line 7 to A is the lining area of the top arch lining trolley 3;
[0037] Step 2, offset the elevation B along the bottom edge of the lining area of the top arch lining trolley 3, and the elevation area from the top arch lining trolley 3 to B is the lining area of the side wall lining trolley 2;
[0038] Step 3, offset the elevation C along the bottom edge of the lining area of the side wall lining trolley 2, and the elevation area from the side wall lining trolley 2 to C is the area affected by the trolley traveling mechanism;
[0039] Step 4: Pour C40 concrete from the area affected by the traveling mechanism of the tr...
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