Prefabricated prestressed cylinder type open caisson fan foundation and construction method
A wind turbine foundation and prestressing technology, which is applied in basic structure engineering, installation/support of wind turbine configuration, wind power generation, etc., can solve the problems of small cross-sectional area of the inner cylinder of the foundation, poor anti-settling effect, and high construction requirements. Achieve the effects of saving construction period, high reinforcement efficiency and wide application range
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Embodiment 1
[0031] A prefabricated prestressed tubular caisson fan foundation, such as figure 1 , figure 2 , image 3 and Figure 4 , including the top section prefabricated ring 1, the standard prefabricated ring 2 and the bottom section prefabricated ring 4. A reserved hole 10 is sequentially connected by steel strands 11 passing through the reserved holes 10, the top section prefabricated ring 1 is provided with an upper anchor plate 7 and a lower anchor plate 9, the top section prefabricated ring 1, the standard prefabricated ring 2 and Several reserved holes 10 on the prefabricated ring 4 of the bottom section are evenly distributed, and two prestressed anchor bolts 6 are arranged at intervals along the diameter direction of the prefabricated ring 1 of the top section between the upper anchor plate 7 and the lower anchor plate 9. The bolt 6 is covered with a nylon nut 8 located below the upper anchor plate 7, and the bottom section prefabricated ring 4 is provided with a steel sh...
Embodiment 2
[0034] A construction method for a prefabricated prestressed tubular caisson fan foundation corresponding to Example 1, specifically:
[0035]Place the bottom section prefabricated ring 4, the standard precast ring 2 and the top section prefabricated ring 1 in order from bottom to top to form a concrete cylinder. The two adjacent reserved holes 10 of 1 are respectively connected to the high-pressure water pipe and the suction pipe. The high-pressure water pipe washes the foundation soil in the steel shoe 5 into mud, and the mud is drawn out by the suction pipe. The concrete cylinder continues to sink. The position of the reserved hole 10 connected by the high-pressure water pipe and the suction pipe adjusts the flatness of the concrete cylinder, and stops sinking when the concrete cylinder sinks into the bearing layer and has sufficient bearing capacity. The hole 10 is inserted into the cement-soil mixing pile nozzle to reinforce the collapsible soil under the concrete cylinde...
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