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Construction method for repeated pile-sinking of inner pile casing

A construction method and the technology of the inner casing, which are applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as insufficient depth of mud entry, influence on piling operations, and insufficient stability of the inner casing, and achieve a reasonable construction method, The effect of stability improvement

Inactive Publication Date: 2020-07-03
JIANGSU LONGYUAN ZHENHUA MARINE ENG
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] At present, in the process of offshore piling, the existing construction methods have the situation that the inner casing cannot completely enter the mud, and the depth of the mud entry is insufficient, resulting in insufficient stability of the inner casing, which affects the piling operation. Therefore, an improved method is urgently needed technology to solve this problem existing in the prior art

Method used

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Embodiment Construction

[0017] The following clearly and completely describes the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0018] The present invention provides a technical solution: a construction method for re-drilling piles with an inner casing, comprising the following steps:

[0019] Step 1: Hoisting and dismantling the drill bit and dismantling the drilling rig. The drill bit hoisting slings are configured on site according to the construction plan, the drill bit is hoisted from the inner casing into the assembly tower, and tied and fixed. Use a floating crane (maximum bearing capacity not less than 400T) to lift the The main body of the drilling ...

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Abstract

The invention discloses a construction method for repeated pile-sinking of an inner pile casing. The construction method includes the following steps that a dismantling drill bit and a dismantling drilling rig are lifted, and the drilling rig is lifted to a deck and tied firmly; a pile stabilizing platform is lowered, and then the pile stabilizing platform is re-leveled; an S2000 hydraulic pilinghammer is used for pile-sinking of the inner pile casing, the inner pile casing is continuously driven downwards, and the perpendicularity of the inner pile casing is measured and adjusted at any timein the construction process; and after the pile-sinking of the inner pile casing, the drilling rig is reinstalled and debugged for hole drilling. The construction method is reasonable and simple. First, the pile stabilizing platform is lowered, then the inner pile casing is subjected to repeated pile-sinking by the S2000 hydraulic piling hammer, and the perpendicularity of the inner pile casing is measured and adjusted at any time in the construction process, so that the inner pile casing is steadily subjected to pile-sinking and the depth of the inner pile casing into mud is ensured, and thestability is greatly improved.

Description

technical field [0001] The invention relates to the technical field of pile sinking with an inner casing, in particular to a construction method for redriving piles with an inner casing. Background technique [0002] Offshore piling is a large-scale offshore pile foundation construction operation, which plays a vital role in the expansion of ports, the stability of bridges, the development of offshore wind power resources, offshore mineral resources and oil and gas resources. [0003] It is used for the construction of bored piles. It is made of steel and is cylindrical. It is usually a steel casing. It is generally used as a construction prevention fixation. The connection of the casing requires no protrusions in the casing. [0004] At present, in the process of offshore piling, the existing construction methods have the situation that the inner casing cannot completely enter the mud, and the depth of the mud entry is insufficient, resulting in insufficient stability of th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D15/08E02D7/10E02D5/68E02D13/02
CPCE02D5/68E02D7/10E02D13/02E02D15/08
Inventor 曹春潼李泽施惠庆谢闽冯小星关文来梅卫东洪思武凌卫军
Owner JIANGSU LONGYUAN ZHENHUA MARINE ENG
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