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Vibratory pile hammer for cast-in-situ bellout wedge-shaped reinforced concrete pile and construction method

InactiveCN101672034AReduce dosageIncrease positive frictionBulkheads/pilesReinforced concreteRebar
A vibratory pile hammer for a cast-in-situ bellout wedge-shaped reinforced concrete pile and a construction method belong to the technical field of construction pile foundations. The lower part of a vibratory head of the vibratory pile hammer is jointed with the upper part of a wedge-shaped steel sleeve by a steel cover plate with a round hole. The lower end of the wedge-shaped steel sleeve is connected with a valve pile shoe. The vibratory head is started to downwardly drive the wedge-shaped steel sleeve and the valve pile shoe to be hammered into a foundation. A dry and hard concrete solid filler is filled into the inner cavity of the wedge-shaped steel sleeve through a feeding port. An expanded head is formed by tamping and hammering. A steel reinforcement cage is lowered down. Concreteis cast. The vibratory head vibrates to drive the wedge-shaped steel sleeve to be pulled out upwardly so as to form a wedge-shaped pile body and then finally form the bellout wedge-shaped reinforcedconcrete pile. Compared with existing shaped piles with uniform sections, the pile saves the concrete and improves the pile-side positive frictional resistance, and the expanded head of the pile effectively improves the resistance value at a pile end and can effectively reduce the influence brought by negative frictional resistance to the pile body. The processing depth of the vibratory pile hammer can be up to approximately 30m, the process of the vibratory pile hammer is simple, highly efficient and strongly operable, facilitates control and detection and has high single pile bearing capacity.
Owner:DALIAN UNIV OF TECH
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