Construction method of horseshoe-shaped large-section tunnel
A tunnel construction, horseshoe-shaped technology, applied in tunnels, tunnel lining, earthwork drilling and mining, etc., can solve the problems of low utilization rate of large-section tunnel equipment and low construction efficiency
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Embodiment 1
[0021] Embodiment 1: A construction method for a horseshoe-shaped large-section tunnel, which separates and forms at least four construction areas on the horseshoe-shaped section of the tunnel, wherein the construction area ① corresponds to the arch of the horseshoe-shaped section, and corresponds to the construction area of the upper step. The upper edge of area ④ is not lower than the inverted arch and guide platform of the tunnel, corresponding to the lower step construction area, construction area ② and construction area ③ correspond to the middle step construction area, and the construction area ③ is not smaller than the construction area ②, corresponding to For the specific construction environment of this embodiment, see figure 1 , the height of the construction area of the upper step is 6.3m, the height of the construction area of the middle step is 2.0m, and the height of the construction area of the lower step is 3.1m.
[0022] Including the following steps: ...
Embodiment 2
[0029] Example 2: A construction method for a horseshoe-shaped large-section tunnel. In order to further improve the construction efficiency, the first construction team back-excavated the construction area ④ from the end of the design mileage, and at the same time reversed the construction from the end of the design mileage to form a pouring floor And install the inverted arch and guide platform. During the process of forward excavation of the construction area ④ by the second construction team, at the same time, construct in the forward direction to form the pouring floor and install the inverted arch and guide platform. Because the construction process of pouring the base plate and installing the inverted arch and the guide platform lags behind, one end of the trestle bridge needs to be erected on the virtual slag platform, and the other end of the trestle bridge is erected on the pouring base plate. When the material delivery vehicle 62 passed the trestle, the construction ...
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