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A deep sea slender riser dynamic response test device for simulating submarine pipe soil and shear flow

A deep-sea riser and dynamic response technology, applied in the field of marine engineering, can solve the problems of difficult vortex-induced vibration test, inability to adjust the shape of the riser, and inability to perform forced oscillation experiments, and achieve the effect of easy installation, easy upgrade and modification

Active Publication Date: 2017-06-13
SHANGHAI JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Analyzing this test technology, it is found that its disadvantages are: 1. Considering the depth of the towing pool, it is generally only possible to simulate the vortex-induced vibration of small-scale pipe fittings, and it is difficult to effectively conduct the vortex-induced vibration test at the real Reynolds number. 2. It cannot pass Experimental simulation of the interaction between the riser and the seabed 3. It is not easy to arrange underwater monitoring equipment around the riser, and the shape of the riser cannot be adjusted during the slow wave riser model test 4. It is impossible to perform forced oscillation at a certain flow rate Experiment 5. The process of installing the riser in the experiment is more complicated. 6. The movement of the offshore platform cannot be effectively simulated

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  • A deep sea slender riser dynamic response test device for simulating submarine pipe soil and shear flow
  • A deep sea slender riser dynamic response test device for simulating submarine pipe soil and shear flow
  • A deep sea slender riser dynamic response test device for simulating submarine pipe soil and shear flow

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Embodiment Construction

[0027] In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the following will describe in detail with reference to the drawings and specific embodiments.

[0028] Such as Figure 1-11As shown, the embodiment of the present invention provides a deep-sea slender riser dynamic response test device for simulating seabed pipe-soil and shear flow, which is characterized in that it includes a deep-sea riser module 1, a top boundary module 2, and a bottom boundary module 3 , a fixed module 4, a top sliding module 5, a bottom sandboard module 6 and a measurement analysis control module 7, the top boundary module 2 is connected with the deep-sea riser module 1 by screws 11, and the top boundary module 2 is fixed on the fixed module 4, the bottom boundary module 3 is connected to the deep-sea riser module 1 through screws I22, one end of the fixed module 4 is installed on the top sliding module 5, and the bottom end o...

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Abstract

The invention discloses a deep-sea slender riser dynamic response test device for simulating seabed pipe soil and shear flow. The invention can realize the vortex-induced vibration test of the riser under the action of shear flow; The movement of the top platform after being affected; the depth of the deep water pool in ocean engineering can be fully used to simulate the real Reynolds number vortex induced vibration of large pipe fittings; the width of the deep water pool in ocean engineering can be fully used to arrange real-time monitoring equipment around large pipe fittings, and according to different needs The shape of the model can be adjusted; the modular design is adopted, which has the advantage of being easy to install, easy to upgrade and change, and to meet different functional requirements; it can simulate the movement of the riser under the action of the variable bottom shear flow, and carry out a more realistic vortex Vibration test.

Description

technical field [0001] The invention belongs to the field of ocean engineering, and in particular relates to an experimental device for measuring the dynamic response of a slender riser and monitoring the vortex-induced vibration (VIV) simultaneously, which can simulate the joint influence of the seabed pipe-soil action and shear flow. Background technique [0002] Under the action of wind, wave and current, the marine floating structure will drive the catenary riser to make periodic reciprocating motions in the water, thereby generating a relative oscillating flow in the direction of riser movement, and this oscillating flow will encourage the standpipe to hang "Intermittent" vortex-induced vibration occurs in the section. Under the action of floating body motion and environmental load, the interaction between the riser and the seabed will cause very large bending stress on the riser, which is prone to fatigue damage. In recent years, with the development of deep-sea petro...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01M7/02
Inventor 曾亚东欧绍武蔡曦付世晓林易马磊鑫朱一飞冯辉
Owner SHANGHAI JIAOTONG UNIV