Anti-floating structure and anti-floating check calculation method of underground groove-shaped body
A technology of underground tanks and shapes, applied in underwater structures, calculations, infrastructure engineering, etc., can solve problems such as uneconomical anti-floating settings, and achieve good construction convenience and good economical effects
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[0068] Select the shape structure of an underground trough as the calculation prototype. The length, width, and height dimensions of the flange structure in this structure are: 3m, 1.5m, and 1.0m respectively, and the setting distance is 4m. The cantilever height is 6m, the floor thickness is 1.0m, the floor width is 15m, the groundwater level is 1m below the ground, the foundation soil is silty clay, and the bulk density is 19kN / m 3 , cohesion C = 25kPa, internal friction angle The section length of the trough body is 20m.
[0069] The anti-floating calculation process is as follows:
[0070] 1. Calculation of the groundwater buoyancy of the trough body 2 in the segment:
[0071] f fk = γ W ×A W × L c =1.0×1020×20×9.8=19992(kN);
[0072] 2. Calculation of the gravity of the trough body 2 in the segment:
[0073] G k = γ C ×A C × L = 2.6 × 29 × 20 × 9.8 = 14778.4 (kN);
[0074] 3. Calculation of the shear force of the segmental inner flange structure 1, and calcul...
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