A kind of drainage construction technology of seasonal frozen soil tunnel
A technology for tunnel drainage and construction technology, applied in tunnels, drainage, tunnel lining and other directions, can solve problems such as safe driving problems, and achieve the effects of less construction equipment, simple construction technology, and short construction period.
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Embodiment 1
[0021] like figure 1 As shown, a seasonal frozen soil tunnel drainage construction process, and the process is mainly suitable for tunnel road tunnel waterproof and drainage construction under complex geological conditions in seasonal frozen soil areas, the construction process mainly includes the following steps:
[0022] (1) Measurement stakeout, measure and release the center line of the tunnel, every 5.0m, measure and release the plane position of the longitudinal drainage pipe, every 5m, and use a level to measure the design elevation of the bottom of the longitudinal drainage pipe, measure and release the side line of the short side wall, every 5m One point, and use a level to measure the elevation of the top of the short side wall, calculate the elevation of the top of the short side wall according to the template of the trolley, and the elevation of the top of the short side wall is 20cm lower than the top of the cable trench;
[0023] (2) Install longitudinal drainage...
Embodiment 2
[0031] This embodiment is further limited on the basis of Embodiment 1. The installation method of the water stop in the step (5) is: 5-1. According to the thickness of the lining, the water stop is placed in the middle of the head plate, and the water stop is located at In the center of the lining concrete, drill holes on the headstop close to the waterstop at intervals of 70-90cm; Half, the other half of the waterstop is in contact with the headstop; 5-3. After the concrete solidifies, the headstop is removed, the waterstop is straightened and leveled, and the bent steel bars are clamped on the waterstop. Before pouring concrete, the construction joints are manually chiseled and washed with high-pressure air, and then the next slab of second-lined concrete is poured.
Embodiment 3
[0033] This embodiment is further limited on the basis of the above-mentioned embodiments. The specific method for the construction of the circumferential drainage pipe in the step (2) is: adopt the advanced water exploration and geophysical exploration method to determine the distribution of underground water in front of the tunnel face, and perform pre-grouting Blocking, this operation method is mainly aimed at the water gushing and water inrush sections in the tunnel, that is, the water gushing section formed by tubular water seepage in the tunnel during the rainy season.
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