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Tangential and normal resistance testing device for anchor chain and soil under equivalent elastic boundary

A testing device, the technology of lowering anchor chains, applied in the direction of measuring device, testing material strength by applying stable shear force, testing material strength by applying stable tension/pressure, etc., to achieve perfect function, reduce size, and reduce experimental operation effect of difficulty

Active Publication Date: 2019-02-22
ZHEJIANG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, there is no relevant experimental device at home and abroad that can simultaneously measure the normal and tangential shear resistance of the anchor chain and the soil, especially in the measurement of the normal resistance, which often needs to consider the size effect of the elastic boundary, so The size of the test chamber needs to be made large enough

Method used

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  • Tangential and normal resistance testing device for anchor chain and soil under equivalent elastic boundary
  • Tangential and normal resistance testing device for anchor chain and soil under equivalent elastic boundary
  • Tangential and normal resistance testing device for anchor chain and soil under equivalent elastic boundary

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Embodiment Construction

[0034] refer to Figure 1-5 , the anchor chain and soil tangential and normal resistance test device under the equivalent elastic boundary of the present invention includes a support frame, a test box, a transmission device, an air pressure loading system, a vertical displacement applying unit, a tangential anchor chain unit, and a normal Anchor chain unit; the test box is fixed on the support frame, and is composed of a bottom plate, front and rear walls, left and right fixed plates and a detachable top plate. Air bags, sliding top plates, soil samples, sliding Bottom plate, sliding front wall, soil sample, and sliding rear wall are arranged in sequence behind the front side wall in the test chamber, and the space between the sliding bottom plate and the bottom plate, between the sliding front wall and the front wall, and between the sliding rear wall and the rear wall are all connected by springs; The holes on the left and right fixing plates are equipped with linear bearing...

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Abstract

The invention discloses a tangential and normal resistance testing device and method for anchor chain and soil under an equivalent elastic boundary. The device comprises a supporting rack, a transmission device, an air pressure loading system, a test box, a vertical displacement applying part, a tangential anchor chain unit, a normal anchor chain unit and the like. By employing an equal rigidity spring to simulate the elastic boundary, the size of the test box can be reduced greatly in the condition that the boundary condition is affected, so that the materials can be saved effectively and theexperimental operating difficulty can be reduced effectively. Meanwhile, the device can integrate tangential and normal resistance tests, can measure the tangential and normal interactions of the anchor chain and the soil, and can provide important design parameters for calculating a buried fragment of an engineering anchor chain. The device and method have important reference meaning in a mooring system of an anchor point below the sea bottom mud face.

Description

technical field [0001] The invention relates to a test device, in particular to a device for testing the tangential and normal resistance of the anchor chain and the soil under the equivalent elastic boundary. The resistance force when the relative displacement occurs upward. Background technique [0002] In the field of marine engineering, anchor foundations and anchor chains are usually used to fix offshore floating structures (such as offshore drilling platforms, exploration platforms, etc.). At present, the most widely used is the suction anchor. This anchor foundation usually has a certain buried depth In order to improve the stress state of the anchor so as to exert a greater bearing capacity, the connection point with the anchor chain is usually located at 2 / 3 of the buried depth of the anchor foundation, so the anchor chain needs a certain depth of penetration. [0003] According to existing studies, the magnitude of the load transmitted from the upper load to the a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/12G01N3/24
CPCG01N3/12G01N3/24G01N2203/005G01N2203/0044G01N2203/0025G01N2203/0019E02D5/80G01N2203/0017E02D33/00G01N3/06G01N3/08
Inventor 芮圣洁李雨杰国振周文杰王立忠
Owner ZHEJIANG UNIV
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