A steel pipe pile with an outrigger and its construction method
A technology of steel pipe piles and steel pipes, applied in sheet pile walls, infrastructure engineering, construction, etc., can solve problems such as low bearing capacity, and achieve the effects of reduced friction, easy operation, and increased lateral friction resistance and bearing capacity.
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Embodiment 1
[0038] Such as Figure 1-3 Shown:
[0039] A steel pipe pile with an outrigger, comprising a pile body 1 and a pile tip 2, the pile body 1 is a steel pipe structure, characterized in that: the pile tip is a conical structure with a closed bottom, the pile body and the pile tip The tip is integrally formed, the inside of the pile body is a cavity 11 structure, and the pile body 1 is connected with an outrigger 4 that can extend out of the pile body 1 and insert into the soil;
[0040] The pile body of the cavity 11 is connected with an outrigger 4 that can protrude to the outside of the pile body 1 and insert into the soil; after the outrigger 4 is inserted into the soil, the side friction and bearing capacity of the steel pipe pile are greatly increased. Meet the requirements of building foundation reinforcement and expand the scope of application;
[0041] The outrigger 4 is a hollow structure with one end closed and the other end open, the cavity 11 communicates with the h...
Embodiment 2
[0051] Embodiment 2 is the construction method of Embodiment 1, and the specific method is: a construction method of a steel pipe pile with an outrigger, and its specific steps are as follows:
[0052] 1) Provide a steel pipe pile with an outrigger as described in Embodiment 1;
[0053] 2) Set out the line to determine the pile position, use the suspension ring to suspend the steel pipe pile with obliquely extending arms directly above the pile position, and align the pile tip with the middle position of the pile position;
[0054] 3) Start the pile driver, and slowly insert the steel pipe pile with oblique outrigger into the foundation;
[0055] 4) When the pile body reaches the predetermined depth, cover the pile cover 3, use a high-pressure air pump to inject high-pressure gas into the cavity through the high-pressure inflation hole 31 on the pile cover 3, and stabilize the pressure for 15 to 20 minutes to ensure that the extension The arm 4 is fully stretched out and inse...
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