Settlement deformation prevention structure and construction method thereof
A technology of deformation structure and anti-settlement, applied in basic structure engineering, construction, sheet pile wall, etc., can solve the problems of uneven settlement and deformation, affecting airport operation and maintenance, difficult and weak substratum foundation treatment, etc., to achieve good economic benefits and social benefits, preventing differential settlement after construction, and reducing foundation treatment costs
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Embodiment 1
[0031] This embodiment 1 provides an anti-settling deformation structure, including a foundation 1, a rigid pile 2, a composite layer 3 and a pavement structure layer 5;
[0032] figure 1 It is the schematic diagram of the transverse section structure of the anti-settling deformation structure in embodiment 1, as figure 1 As shown, the foundation 1 sequentially includes a hard crust formation 11, a weak formation 12 and a bearing formation 13 from top to bottom;
[0033] Rigid pile 2 is composite concrete pile, and its number is at least 2, and each rigid pile 2 comprises pile cap 21 and pile body 22; The cross-sectional area of the body 22; the concrete strength grade of the pile body 22 is C5-C25; figure 2 It is the top view of the anti-settling deformation structure in embodiment 1, as figure 1 and figure 2As shown, all rigid piles 2 are arranged in a row, wherein the pile cap 21 of each rigid pile 2 is located in the hard crust formation 11, and is flush with the u...
Embodiment 2
[0045] This embodiment 2 provides the anti-settling and deformation structure, which is similar to the anti-settling and deformation structure of embodiment 1, and its distinguishing technical features are: the strength level of the pile body 22 is C5; the pile body 22 is embedded in the pile cap 21 The inner depth is 10cm; the diameter d1 of the pile body 22 is 300mm; the distance d2 between the pile bodies 22 is 3 times d1; the thickness h of the pile cap 21 is 300mm, and the length L and width d3 of the pile cap 21 are 2d1; The cushion layer 31 is composed of graded sand and gravel, the particle size of the graded sand and gravel is 3cm, the degree of compaction is 0.9, and the thickness of each cushion layer 31 is 25cm.
Embodiment 3
[0047] This embodiment 3 provides a kind of anti-settling deformation structure, which is similar to the anti-settling deformation structure of embodiment 1, and its distinguishing technical features are mainly: the strength grade of the pile body 22 is C25; the diameter d1 of the pile body 22 is 800mm; the distance d2 between the pile bodies 22 is 7 times d1.
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