A non-uniform settlement control structure for an airfield pavement roadbed passed by a high-speed rail tunnel and a construction process
A settlement control, high-speed rail technology, applied in the directions of roads, roads, buildings, etc., can solve the problems of airport and high-speed rail operation safety, uneven settlement, difficulty, etc., to improve the dispersion of soil stress, which is conducive to stress The effect of dispersing and reducing self-weight
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Embodiment 1
[0044] Establish a simplified finite element model of the foam lightweight soil foundation under the high-speed railway tunnel passing through the airport pavement, and obtain the foundation of the foam lightweight soil foundation under different thicknesses and moduli by changing the thickness and modulus of the foam lightweight soil Uneven settlement shall be judged in combination with uneven settlement of airport pavement subgrade and settlement requirements (uneven settlement less than 1.5‰, settlement less than 20cm).
[0045] The present invention provides a construction technique for the uneven settlement control structure of a high-speed railway tunnel passing through an airport pavement subgrade, comprising the following steps:
[0046] Step 1: Clean up and level the construction site, remove debris on the top of the tunnel, drain the accumulated water in the foundation pit, and pour plain concrete according to the design requirements after the high-speed rail tunnel is ...
Embodiment 2
[0053] The present invention provides a construction technique for the uneven settlement control structure of a high-speed railway tunnel passing through an airport pavement subgrade, comprising the following steps:
[0054] Step 1: Clean up and level the construction site, remove debris on the top of the tunnel, drain the accumulated water in the foundation pit, and pour plain concrete 1 according to the design requirements after the high-speed rail tunnel is accepted, within the range of 0.5m-1m from the vault top;
[0055] Step 2: After the plain concrete layer has reached the design strength and passed the acceptance check, part of the foundation pit maintenance wall 2 around the plain concrete is removed, and the demolition range is 2m-4m from the bottom elevation of the pavement structure;
[0056] Step 3: After the foundation pit maintenance wall 2 is dismantled to meet the design requirements and pass the acceptance check, the reinforced soil layer 5 is filled layer by ...
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