A wind pressure monitoring and danger warning method for a partition wall in a tunnel
A wind pressure and tunnel technology, which is applied in the direction of measuring devices, measuring fluid pressure, instruments, etc., can solve the problems of large errors and failure to reflect the force of the middle partition wall, and achieve cost reduction, high reliability, and reduced errors Effect
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Embodiment 1
[0041] A method for monitoring wind pressure on a partition wall in a tunnel, comprising the following steps:
[0042] Step 1, according to the size and shape of the tunnel and the characteristics of the auxiliary components on the partition wall, combined with the intersection of two-way trains, set up wind pressure monitoring points: ① Arrange i monitoring points symmetrically along both sides of the partition wall at the entrance and exit of the tunnel; ②For the corner area of the curved surface in the tunnel, j monitoring points are arranged on both sides of the curved surface; ③K monitoring points are arranged symmetrically along both sides of the middle partition wall in the straight section inside the tunnel, and the monitoring points of the straight section The position should be arranged in the middle area of the tunnel as much as possible; the number of measuring points P above satisfies: P=2(i+j+k) where i, j, and k respectively represent the number of one-sided ...
Embodiment 2
[0071] The wind pressure risk warning method for partition walls in tunnels, on the basis of Embodiment 1, carries out the following operation steps.
[0072] Step 6: According to the superimposed equation P in step 5 L ,P R , combined with the influence area of the data collected by the wind pressure sensor, take the 1m length of the middle partition wall along the forward direction of the train as the calculation unit, and calculate the area of the middle partition wall at s=1×(H u -H f ) Bending moment value M received in the range L and M R ,in The calculation result takes the maximum value M max =max(M L ,M R ), that is, the bending moment value of the partition wall under the most unfavorable state;
[0073] Step 7: According to the maximum bending moment value M obtained in step 6 max , combined with the design bending moment value M of the partition wall, take the risk factor When γ≥1, the partition wall is in a dangerous state; when γ<1, the partition wa...
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