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Test system for simulating multi-field coupling effect of offshore wind power rock-socketed pile

A technology of offshore wind power and test system, which is applied in the direction of applying stable tension/pressure to test material strength, fluid dynamics test, machine/structural component test, etc. Obvious size effect and other problems, to achieve the effect of reducing the size effect

Inactive Publication Date: 2020-10-02
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] (3) The four walls of the traditional geotechnical test box are mostly rigidly connected steel plates, which cannot achieve the effect of layer shear, and the constraints on the pile foundation are relatively large, and the size effect is also obvious

Method used

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  • Test system for simulating multi-field coupling effect of offshore wind power rock-socketed pile
  • Test system for simulating multi-field coupling effect of offshore wind power rock-socketed pile
  • Test system for simulating multi-field coupling effect of offshore wind power rock-socketed pile

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Embodiment 1

[0045] This embodiment provides a test system for simulating the multi-field coupling effect of offshore wind power rock-socketed piles, such as Figure 1-Figure 11 As shown, it includes the tank main body 1, wave-making system, variable-direction wind field simulation system, earthquake simulation system, flow-making system, water supply and drainage system, truss vehicle system, offshore wind power rock-socketed pile 31, and the earthquake simulation system is set in the tank main body 1 Below, the direction-changing wind field simulation system and the truss vehicle system are installed above the tank main body 1, and the wave-making system, flow-making system, and offshore wind power rock-socketed pile 31 are located inside the tank main body 1.

[0046] Specifically, such as figure 1 As shown, the tank main body 1 is a cuboid structure with an open top, and its size can be set according to actual test requirements and test conditions. In this embodiment, the size of the ...

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Abstract

The invention discloses a test system for simulating the multi-field coupling effect of an offshore wind power rock-socketed pile. The test system comprises a water tank body, the offshore wind powerrock-socketed pile is arranged in the water tank body, the offshore wind power rock-socketed pile is arranged in a rock-soil test box, and the rock-soil test box is arranged on an earthquake simulation system; a turning wind field simulation system is arranged on one side of the offshore wind power rock-socketed pile and can provide a wind field with 180 DEG spatial change; and a wave generation system is mounted in the water tank body, a water supply and drainage system is installed on the side face of the water tank body, and a flow generation system is arranged at the bottom of the water tank body. Simulation of all loads can be realized, 180 DEG real-time conversion simulation of the typhoon wind direction can be realized, and cooperative work among the water tank, the vibration tableand the rock-soil test box can be realized.

Description

technical field [0001] The invention relates to the technical field of test equipment for construction, in particular to a test system for simulating the multi-field coupling effect of offshore wind power rock-socketed piles. Background technique [0002] Under extreme sea conditions, the dynamic load transfer at the pile-soil interface is very complex, with strong typhoon intensity, high turbulence, and significant spatio-temporal variability; typhoons and the extreme waves induced by them act on the piles horizontally and directly on the seabed, causing Additional compressive stress and excess static pore pressure; the seabed will also produce excess static pore pressure under earthquake action, and there will be nonlinear dynamic coupling with the pile foundation; secondly, the water flow in the marine environment also has an important impact on rock-socketed piles. The dynamic response characteristics of rock-socketed piles under the coupling of these load effects have n...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M10/00G01M7/06G01N3/02G01N3/12G01N3/36
CPCG01M10/00G01M7/06G01N3/02G01N3/12G01N3/36
Inventor 刘俊伟朱娜于秀霞郑东生代邢可陈健伟贾宁
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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