Removal device and method after locking of precast pile in pile sinking process

A prefabricated pile and pile driving technology, which is used in sheet pile wall, soil protection, infrastructure engineering and other directions, can solve the problems such as the inability of the pile body to be driven again and the increase of the cohesive force, so as to reduce waste piles and waste pile disposal. The effect of increasing the lateral friction resistance and improving the bearing capacity of the pile foundation

Pending Publication Date: 2022-07-22
NANJING FORESTRY UNIV
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Problems solved by technology

[0004] The purpose of the present invention is to solve the deficiencies and defects of the prior art, and provide a device and method for getting out of trouble after the prefabricated pile is locked in the pile sinking process, and store the moisture in the soil in the sponge body through electroosmosis, and then Under the action of the hammering forc

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  • Removal device and method after locking of precast pile in pile sinking process
  • Removal device and method after locking of precast pile in pile sinking process
  • Removal device and method after locking of precast pile in pile sinking process

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Embodiment Construction

[0029] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0030] like figure 1 and figure 2 As shown in the figure, the device and method for getting rid of prefabricated piles after they are locked during the pile driving process, including prefabricated piles 1, sponge 2, wires 3, and steel plates 4;

[0031] When the prefabricated pile 1 is made, 2 to 5 annular grooves with a depth of 1 to 2 cm and a width of 6 to 8 cm are reserved at the lower end of the pile body; wires are embedded in the prefabricated pile 1 to allow the sponge body 2 to pass through. Wire 3 is connected to an external DC power supply, such as figure 2 shown;

[0032] The inside of the sponge body 2 is filled with water-absorbing resin 6, the outside is wrapped by a fine wire mesh 7, and the middle is supported by a spring 5, which allows the sponge body to compress or expand and deform, such as: image 3 shown;

[0033] The sponge...

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Abstract

The invention provides a detrapping device and method after a precast pile is locked in the pile sinking process. The detrapping device comprises the precast pile, a sponge body, a wire and a steel plate. A plurality of annular grooves are formed in a pile body of the precast pile, and sponge bodies are bound to the outer sides of the annular grooves; when the precast pile is locked in the piling process, water in soil around the pile is migrated to the sponge body through the electroosmosis effect, so that the sponge body absorbs water and expands; and when the pile is driven again, water in the sponge body is squeezed out due to the squeezing effect of the soil body, the pile body is lubricated, the side friction resistance of the pile body is reduced, and the locked state of the pile body is relieved. The phenomenon that a pile body is locked due to the fact that piling is stopped for a period of time in engineering, the depth of the pile body entering soil is directly lower than a design value, the bearing capacity of a pile foundation is reduced, and hidden dangers are brought to the long-term stability of an upper structure, the phenomenon that the pile body is locked can be effectively avoided, and it is guaranteed that pile foundation construction is conducted rapidly and effectively.

Description

technical field [0001] The invention belongs to the technical field of building pile foundation construction, and particularly relates to a trapping device and a trapping method after a prefabricated pile is locked in a pile driving process. Background technique [0002] The prefabricated reinforced concrete piles are driven into the ground by a pile driver, which saves materials and has high strength, and is suitable for buildings with high requirements. The disadvantage is that the construction is difficult and the construction time is long due to the limitation of the number of machines; For strata such as sand-filled soft clay strata, it is often encountered that after a period of pile driving clearance, the pile foundation is locked and cannot continue piling, which may cause the problem of waste piles or insufficient bearing capacity of the pile foundation. At present, the main disposal method is to increase the pile driving. Hammer the load with a machine, or redo the...

Claims

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Application Information

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IPC IPC(8): E02D13/00E02D3/11E02D3/10
CPCE02D13/00E02D3/11E02D3/10
Inventor 刘成刘艺佳陈舒阳邹小平李陈
Owner NANJING FORESTRY UNIV
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