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Steel pipe pile sinking device

A technology of steel pipe piles and pile sinking, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, etc. It can solve the problems of pile sinking design depth, etc., achieve less loss of bearing capacity, obvious rotary impact effect, and improve construction efficiency Effect

Pending Publication Date: 2022-04-05
CCCC FOURTH HARBOR ENG INST +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The purpose of the present invention is to provide a pile sinking device for steel pipe piles, which can solve the problem that the hammer cannot sink the pile into the design depth due to soil plugs, hard strata, etc. Less damage to the soil layer, less loss of pile bearing capacity, and reduced equipment hoisting times, greatly expanding the applicable site for steel pipe piles, reducing energy consumption, and significantly improving construction efficiency and safety

Method used

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Embodiment Construction

[0040] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments. The components of the embodiments of the invention generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.

[0041] Accordingly, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art wi...

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Abstract

The invention provides a steel pipe pile sinking device. The steel pipe pile sinking device comprises a pile cap arranged at the top end of a steel pipe pile; the bottom end of the supporting cylinder is arranged on the pile cap; the pile hammer is arranged on the outer side of the supporting cylinder in a sleeving manner; the lifting mechanism is connected with the pile hammer and used for driving the pile hammer to move along the supporting cylinder; and the slewing mechanism is arranged on the pile hammer and the pile cap and used for enabling the pile hammer to impact the pile cap vertically and downwards or enabling the pile hammer to rotate relative to the pile cap and impact the pile cap. According to the method, the problem that the pile cannot be sunk to the designed depth due to the fact that a hammer is rejected in the pile sinking process due to soil plugs, hard strata and the like can be solved, the damage to soil layers around the pile and at the pile end is small, the bearing capacity loss of the pile is small, the equipment hoisting frequency is reduced, the application field of the steel pipe pile is greatly expanded, energy consumption is reduced, and the construction efficiency and safety are obviously improved.

Description

technical field [0001] The invention belongs to the technical field of pile foundation construction, and in particular relates to a steel pipe pile sinking device. Background technique [0002] When the open steel pipe pile is driven into the soil layer, a large amount of soil pours into the pipe, forming a soil plug. The correct judgment of the impact of soil plugs on the driveability of piles is related to pile design, construction equipment selection, and construction efficiency. A large number of tests and field measurements at home and abroad show that the height and occlusion degree of soil plugs in open steel pipe piles vary with many factors such as soil properties, geometric characteristics of piles, pile forming methods, depth of piles into the soil, and depth into the bearing layer. Changes, which are most closely related to the properties of the soil layer and the diameter of the pile. In soft soil areas, the soil plug height of large-diameter steel pipe piles ...

Claims

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Application Information

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IPC IPC(8): E02D7/26E02D7/00
Inventor 娄学谦苏林王桑登峰李金祥胡兴昊
Owner CCCC FOURTH HARBOR ENG INST
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