Pile type adjustable fan foundation and construction method
A technology for fan foundation and working well, which is applied in the foundation field, can solve problems such as damage to the original foundation structure, and achieve the effects of low impact on normal operation, not easy to settle or tilt, and improve efficiency.
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Embodiment 1
[0036] Such as Figure 1-Figure 3 As shown, this embodiment provides a pile-type adjustable fan foundation of the present disclosure, including a fan foundation 1, a plurality of supporting structures arranged around the bottom of the fan foundation 1, and the supporting structure includes piles 7, caps 5 and columns 3, Pouring in the order of pile 7, cap 5, and column 3 to form a whole, and column 3 is in free contact with fan foundation 1;
[0037] The number of supporting structures is determined by checking the bearing capacity. In this embodiment, 8 supporting structures are used, which are symmetrically arranged around the bottom of the fan foundation 1 . The support structure is poured into a whole in the order of pile 7, cap 5, and column 3, which can bear the upper load transmitted from the base of the fan foundation 1. Due to the support structure, the probability of settlement and inclination of the fan foundation 1 is reduced.
[0038] The pile 7 is preferably a c...
Embodiment 2
[0052] This embodiment provides a construction method for a pile-type adjustable fan foundation according to Embodiment 1, which is characterized in that it includes the following steps:
[0053] Step 1, sequentially construct pile 7, cap 5, and column 3 to form an integral pouring support structure. The specific steps are to first set out the line on site during the construction process, locate the position of pile 7, use the post-grouting process for construction, and process the pile head; At the top of each pile 7, after the earthwork excavation elevation and flatness meet the requirements, build the formwork construction cap 5 to ensure that the top of the pile 7 enters the bottom of the cap 5 by at least 100mm, and the longitudinal main reinforcement at the top of the pile 7 is anchored into the length of the cap 5 It should not be less than 35 times the diameter of the longitudinally stressed main reinforcement. When the poured concrete reaches the design threshold, the ...
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