Rock core clamp holder capable of simulating complex migration process of formation fluid and using method of rock core clamp holder

Abstract

The invention discloses a rock core clamp holder capable of simulating complex migration process of formation fluid and a using method of the rock core clamp holder. The clamp holder is a closed combined body formed by an axial compression plunger, a clamp holder barrel body and a pressure-resistant hose embedded in a rock core, wherein the tested rock core is processed to be of a hollow cylindrical shape, the pressure-resistant hose penetrates into a pore passage inside the rock core, the axial compression plunger is arranged at two ends of the rock core, three metering pumps are respectively arranged to be communicated with the axial compression plunger to apply the maximum principal stress to the rock core, are communicated with an inner annular pressure cavity of the clamp holder barrel to apply intermediate principal stress to the rock core, and are communicated with the pressure-resistant hose to apply the minimum principal stress to the inner pore of the rock core; one metering pump is additionally arranged to be communicated with the pore passage deviating from the axis of the plunger to inject the fluid into the rock core; the pressure and the flow rate of pressure transmitting fluid in the liquid chambers are controlled to realize the functions of controlling the stress and the deformation of the rock core. The rock core clamp holder provided by the invention can realize gas / liquid seepage of pores of the rock core under a triaxial stress state and also can meet the rock core deformation and the permeability test during stress relieving.

Description

technical field [0001] The invention relates to the fields of coal mining, coalbed methane and shale gas development, and is used for simulating the migration process of pore fluid in in-situ rock formations under complex working conditions. The invention can not only realize the pore gas / liquid seepage of the rock core under the true triaxial stress state, but also meet the core deformation and permeability testing requirements during the stress relief process of the rock core under the boundary conditions of stress and displacement, and can also use CT three-dimensional The visualization technology obtains the mesoscopic pore structure of the core. Background technique [0002] At present, the stress loading method of most true triaxial rock seepage test devices is realized by applying loads to the six end faces of the cube or cuboid core in three directions respectively. This method can better simulate the true triaxial stress state of the rock, but it has a great impact...

AI Technical Summary

Problems solved by technology

(2) Even if the strain gauge is pasted on the surface of the core, the friction effect between the indenter and the end face of the core during the loading process will also affect the accurate measurement of the strain gauge

In addition, during the loading process, it is easy to cause the strain gauge lead wire and the resistance grid to be squeezed and cause the strain gauge to break.

(3) The square core has high requirements on processing accuracy. Once the verticality of the six end faces of the core deviates, problems such as eccentric compression and uneven deformation will occur.

In fact, this method will cause the side of the core to be under stress constraints with one axially loaded end face, while the other end face will be under displacement constraints, which complicates the boundary conditions of the core.

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