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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.

Active Publication Date: 2020-04-14
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Most of the design of the ventilation shaft is for ventilation, rescue or the measures that are forced to be taken under the constraints of terrain conditions. The fundamental design is not entirely to alleviate the aerodynamic effect of the tunnel, so the effect of its design parameters on alleviating the aerodynamic effect is limited; The buffer structure can alleviate the intensity and gradient of the compression wave formed by the train entering from the very beginning, which is the most commonly used method at present. However, the buffer structure is limited by conditions such as the topography of the tunnel entrance, and the parameters such as the length of the buffer structure must be controlled within Therefore, the effect of mitigating the aerodynamic effect of the tunnel, especially the pressure change in the tunnel is limited
[0003] The tunnels currently built are all equal-section tunnels. In order to alleviate the aerodynamic effect of the tunnel, either a large-section tunnel is built, but the construction cost is greatly increased; or buffer structures or other auxiliary facilities are used, but due to terrain conditions and other constraints, the mitigation effect is limited.

Method used

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  • Variable cross-section tunnel structure and parameter determination method for alleviating tunnel aerodynamic effect
  • Variable cross-section tunnel structure and parameter determination method for alleviating tunnel aerodynamic effect
  • Variable cross-section tunnel structure and parameter determination method for alleviating tunnel aerodynamic effect

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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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Abstract

The invention relates to the technical field of tunnel engineering, and discloses a variable section tunnel structure for alleviating the aerodynamic effect of a tunnel and a parameter determination method. The aerodynamic effect of the tunnel is alleviated and the construction cost is reduced. The variable section tunnel structure comprises expansion sections with entrance and exit section as a first area and a middle section with the inner section of the tunnel as a second area, the expansion sections at two ends are distributed symmetrically, and the second area is less than the first area.The expansion sections and the middle section are both of arc-shaped structures with coaxial center of a circle.

Description

technical field [0001] The invention relates to the technical field of tunnel engineering, in particular to a variable-section tunnel structure and a parameter determination method for alleviating the aerodynamic effect of the tunnel. Background technique [0002] The change of air pressure caused by a train passing through a tunnel at high speed and its impact on train operation safety, personnel comfort and environment is an important content of train aerodynamics research and a key problem that must be solved to achieve high-speed train operation. In order to alleviate the aerodynamic effect caused by the high-speed train passing through the tunnel, a lot of research has been carried out from both the train and the tunnel at home and abroad. The train includes designing a streamlined shape and improving the airtightness of the car body, etc.; the tunnel includes adding buffer structures, ventilation shafts, etc. . Most of the design of the ventilation shaft is for ventil...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/14G06F30/13
CPCE21D9/14G06F30/13G06F2119/06
Inventor 刘堂红梁习锋熊小慧杨明智周丹伍钒李文辉
Owner CENT SOUTH UNIV
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