Skirt separation plate underground diaphragm wall-pile combined foundation
An underground continuous wall, composite technology, applied in sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of insufficient resistance to horizontal loads, stress concentration at connection points, low stiffness of suction buckets, etc., to improve the horizontal bearing capacity. capacity, the overall structure is reasonably stressed, and the effect of increasing the contact area
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[0027] The specific implementation manners of the present invention will be further described below in conjunction with the accompanying drawings and technical solutions.
[0028] A kind of skirt-type underground diaphragm wall-pile composite foundation, such as figure 1 and figure 2 As shown, the materials selected in the present invention are steel plates and concrete materials, which mainly include the main underground continuous wall 1, the cap plate 3, the skirt structure 4 and the pile 6. And the main underground diaphragm wall 1 is connected with the skirt type underground diaphragm wall 4 through the external vertical partition 5, and the main underground diaphragm wall 1 divides the internal space into several independent small spaces through the internal vertical partition 2, and three variable-section piles 6 is filled in the independent small space, and the main underground diaphragm wall 1, skirt-type underground diaphragm wall 4 and piles 6 connect the three in...
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