Rock core gripper for simulating formation multiple stress field coupling action

A core holder and stratum simulation technology, which is applied in the direction of instruments, scientific instruments, suspensions and porous material analysis, etc., can solve the problem of inability to simulate stratum stress field and its changes, inability to distinguish stratum rock horizontal stress and vertical stress, Can not accurately measure the porosity and permeability variation law and other issues

Inactive Publication Date: 2005-03-16
CHINA UNIV OF PETROLEUM (BEIJING)
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

No matter from the static point of view or from the dynamic point of view, the conventional core holder and its improved type cannot distinguish the horizontal stress and vertical stress in the formation rock, so the formation stress field and its changes cannot be simulated
[0005] Since conventional core holders and their improved models cannot truly simulate the formation stress field and its changes, the use of these core holders cannot accurately measure the porosity and permeability under formation conditions and their variation laws
In view of the fact that there is no patent technology disclosure of related tes...

Method used

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  • Rock core gripper for simulating formation multiple stress field coupling action
  • Rock core gripper for simulating formation multiple stress field coupling action
  • Rock core gripper for simulating formation multiple stress field coupling action

Examples

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Embodiment Construction

[0015] see figure 2 and image 3 , the composition of the clamper for simulating the multi-stress field coupling effect of stratum provided by the present invention is: pressure guide block 1, upper cover 2, hollow rubber ring 3, faucet 4, base 5, sealing layer 6, seepage plate 7, rock core 8. Fluid inflow pipeline 9 , fluid outflow pipeline 10 and fixing bolt 11 .

[0016] The structure of the core holder for simulating the multi-stress field coupling effect of the formation provided by the present invention is: the sealing resin layer 6 surrounds the seepage plate 7 and the test formation core 8 to form a core body, and the seepage plate 7 has the sides of the back-shaped grooves close to each other. Formation test core 8, a section of fluid inflow pipeline 9 and fluid outflow pipeline 10 are respectively inserted into two opposite seepage plates, and the other end extends out of the core holder through the small hole in the matching part of the base and the upper cover; p...

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Abstract

This invention discloses a rock core clamper, which can distinguish the horizontal stress and vertical stress in the stratum rock and mock the stratum stress status in reality and can be used to measure the porosity and penetration degree of the rock and their varying rule with the stress. The rock core clamper mocks couple functions with multiple stress fields, which comprises flow penetrate board, pressure guiding block, upper cover, base socket and hollow rubber ring. And it has two set pressure systems and the pressure exerted on the rock core through the pressure-guiding block makes the rock core generate vertical stress and the hollow rubber ring is filled with flow to press the rock core and makes the rock core generate horizontal stress.

Description

technical field [0001] The invention relates to a device and method for analyzing and testing rock physical properties, in particular to a test device and method for measuring rock porosity and permeability variations under simulated stratum stress conditions, which are applied in petroleum exploration and development industries. Background technique [0002] In the process of geological exploration and production and development of petroleum and natural gas, it is necessary to use physical simulation methods to measure the porosity and permeability of formation rocks and their variations with stress. In the formation, the porosity and permeability of the rock are determined by the size and shape of the pore structure, and are affected by the stress state of the rock. see figure 1 , the stress state of the rock in the formation can be expressed by the horizontal stress σ h and the vertical stress σ v The horizontal stress is determined by the horizontal pressure on the ro...

Claims

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Application Information

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IPC IPC(8): G01N3/06G01N15/08
Inventor 程林松阎建钊李春兰
Owner CHINA UNIV OF PETROLEUM (BEIJING)
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