Variable cross-section tunnel structure and parameter determination method for alleviating tunnel aerodynamic effect
A technology of tunnel structure and variable cross-section, applied in tunnels, earthwork drilling, special data processing applications, etc., can solve the problems of limited mitigation effect, cost increase, restriction, etc., and achieve the effect of alleviating the aerodynamic effect of the tunnel and reducing the construction cost.
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Embodiment 1
[0038] This embodiment discloses a variable-section tunnel structure that alleviates the aerodynamic effect of the tunnel, such as figure 1 shown, including:
[0039] The cross-section of the entrance and exit is an enlarged section of the first area, and the enlarged sections at both ends are symmetrically distributed;
[0040] the inner section of the tunnel is the middle section of the second area, and the second area is smaller than the first area;
[0041] Wherein, the enlarged section and the middle section are arc-shaped structures coaxial with the center of the circle.
[0042] In this embodiment, the impact of the step form of the variable cross-section tunnel on the pressure change of the car body surface and the pressure change of the tunnel wall is mainly reflected in the excavation volume, and has no direct relationship with the specific step type. The greater the excavation volume, the more the tunnel will be blocked The effect is correspondingly reduced, and t...
Embodiment 2
[0048] Corresponding to the structure corresponding to the above-mentioned embodiment 1, this embodiment discloses a method for determining the parameters of a variable-section tunnel structure that alleviates the aerodynamic effect of the tunnel, including:
[0049] Step S1. Determine the length of the extended section of the target tunnel.
[0050] In this step, the length of the train formation is generally about 200m, so the mitigation of the aerodynamic effect of the tunnel will not change significantly after the length of the expanded section exceeds 200m.
[0051]Step S2, through numerical calculation and dynamic model test, respectively obtain the corresponding length of the enlarged section: the first relational expression that the pressure on the tunnel wall increases as a power function with the increase of the section change rate, and the peak-to-peak value of the maximum pressure on the surface of the car body varies with The second relationship that grows as a po...
Embodiment 3
[0063] Corresponding to the structure corresponding to the above-mentioned embodiment 1, this embodiment discloses a method for determining the parameters of a variable-section tunnel structure that alleviates the aerodynamic effect of the tunnel, including:
[0064] Step S11, through numerical calculation and dynamic model test, obtain respectively: the fourth relational expression between the tunnel wall pressure and the length of the enlarged section and the rate of change of the section, and the maximum peak-to-peak value change of the maximum pressure on the surface of the car body and the length of the enlarged section and The fifth relationship between the section rate of change.
[0065] In this step, generally, the smaller the section change rate is, the more sensitive the pressure change is to the increase of the length parameter of the enlarged section. Optionally, the fourth relational expression may specifically be:
[0066]
[0067] The fifth relational expre...
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