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A Pile Verticality Control Penetration Device for Pile Foundation Centrifugal Test

A technology of centrifugal test and verticality, which is applied in the field of centrifugal test, can solve the problems of test error, inapplicability, inclination, etc., and achieve the effect of meeting the test requirements

Active Publication Date: 2022-04-26
ZHEJIANG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, in the centrifugal model test, the pile needs to be statically installed into the seabed soil at first. At present, the jack is usually used to press in directly. Experimental error, even if there are some devices that can control its verticality, it cannot be applied to the situation of different pile diameters

Method used

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  • A Pile Verticality Control Penetration Device for Pile Foundation Centrifugal Test
  • A Pile Verticality Control Penetration Device for Pile Foundation Centrifugal Test
  • A Pile Verticality Control Penetration Device for Pile Foundation Centrifugal Test

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Embodiment Construction

[0023] Such as figure 1 and 2 It is a pile verticality control penetrating device for pile foundation centrifugal test of the present invention, which includes a model pile 1, a loading penetrating system 2, a verticality control system 3 and a centrifuge model box 4; The top of the machine model box 4 is provided with a top plate 9, and soil is housed inside; the model pile 1 is a rigid pipe pile to be tested, and its specific size is determined by the test requirements, and the model pile 1 is partially embedded in the soil; System 2 is used to load the model pile 1, so as to penetrate the model pile 1 into the seabed soil;

[0024] Described verticality control system 3 comprises guide plate 10, guide plate fixed rod 11, guide groove 12, fixed lower plate 13, fixed upper plate 14, upper and lower plate connecting rod 15, bracket rod 16, bracket fixing device 17; 17 is fixed on the top plate 9 and is fixedly connected with the support rod 16 for supporting the verticality ...

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Abstract

The invention discloses a pile verticality control penetrating device for pile foundation centrifugal test, which comprises a model pile, a loading penetrating system, a verticality control system and a centrifuge model box. The verticality control system includes a fixed upper plate and a fixed lower plate arranged in parallel, both of which are ring-shaped plates, and the model pile is located at the center of the ring-shaped plate; there are 4 holes in the radial direction on the fixed upper plate. There is also a guide groove on the corresponding position of the fixed lower plate and the fixed upper plate, which is used to provide constraints for the guide plate; the upper and lower ends of the guide plate are located in the guide groove, and can be moved along the diameter To adapt to the installation requirements of different pile diameters. Through this device, the pile foundation can be penetrated into the seabed soil, and the distance between the guide plates can be changed to suit the pressure piles of different pile diameters, and the verticality of the pressure piles can be guaranteed during the penetration process to meet the later test and test Require.

Description

technical field [0001] The invention belongs to the technical field of centrifugal tests, and in particular relates to a penetrating device for controlling verticality of piles used in centrifugal tests of pile foundations. Through this device, the pile foundation can be penetrated into the seabed soil, and the distance between the guide plates can be changed to suit the pressure piles of different pile diameters, and the verticality of the pressure piles can be ensured during the penetration process to meet the later test and test Require. Background technique [0002] As an important foundation type, offshore pile foundation is installed on the surface of the seabed by driving or static pressure penetration to support the upper structure, such as offshore wind turbines, fixed offshore oil and gas platforms, etc. At present, this foundation type occupies an important position in the foundation form of shallow ocean structures. [0003] In order to explore the bearing capa...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 闫子壮王剑周燕国汪玉冰刘凯李超
Owner ZHEJIANG UNIV