CN205656044U - A test piece for shock wave anatonosis coal seam simulation experiment - Google Patents

A test piece for shock wave anatonosis coal seam simulation experiment Download PDF

Info

Publication number
CN205656044U
CN205656044U CN201620477073.4U CN201620477073U CN205656044U CN 205656044 U CN205656044 U CN 205656044U CN 201620477073 U CN201620477073 U CN 201620477073U CN 205656044 U CN205656044 U CN 205656044U
Authority
CN
China
Prior art keywords
coal
coal sample
shell
anatonosis
sample block
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620477073.4U
Other languages
Chinese (zh)
Inventor
赵丽娟
段宏飞
程虹铭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanxi Datong University
Original Assignee
Shanxi Datong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanxi Datong University filed Critical Shanxi Datong University
Priority to CN201620477073.4U priority Critical patent/CN205656044U/en
Application granted granted Critical
Publication of CN205656044U publication Critical patent/CN205656044U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The utility model discloses an it specifically is a test piece for shock wave anatonosis coal seam simulation experiment to be used for physical simulation experimental facilities technical field. The problem of establish undulant parameter through physical simulation experiment and send the quantification of splitting between effect, the permeability variation characteristic with the coal petrography and concern is solved, including shell, meet an emergency brick and coal sample piece foil gage, the shell be the rectangle shelly body that does not have the end, the inboard intermediate position that removes other five faces of bottom of shell is fixed with the brick of meeting an emergency, the shell internal fixation has the coal sample piece, the intermediate position that the coal sample piece removed other five faces of bottom is fixed with two orthogonal coal sample piece foil gages of placing, two lump coal appearance piece foil gages are fixed respectively at vertical direction and horizontal direction, the brick of meeting an emergency is pressed at two lump coal appearance piece foil gages on the surface. The utility model discloses the test piece yardstick of preparation is big, record deformation characteristic and statistics crack developmental state in the experimentation of being convenient for, and coal sample piece outward appearance cement mortar plays the effect of simulation country rock.

Description

A kind of test specimen for shock wave anatonosis coal seam simulation experiment
Technical field
This utility model is for physical simulation experiment equipment technical field, a kind of test specimen for shock wave anatonosis coal seam simulation experiment.
Background technology
China has abundant coal bed gas resource, development and utilization coal bed gas to have long-range prospect.But China's coal field geology condition is more complicated, coal seam reservoirs has the feature of " three low is high " more: it is low that reservoir pressure is low, reservoir permeability is low, conventional hydraulic pressure break makes seam proportion, and the absorbability of coal seam reservoirs is high.Therefore, the major technology bottleneck of restriction cbm development is the permeability how improving coal seam, the anti-reflection and de-plugging anatonosis including fracturing.
Traditional coal seam gas yield-increasing technology many employings pressure break, slot and displacement etc., these measures achieve certain effect for specific region, but are restricted by factors such as natural conditions, are difficult to popularization and application.
High pulse power technology is one of support subject of contemporary new and high technology, it stores energy in the way of slow, then realize pulse compression, power amplification by being switched fast of various switches, use the shortest time, the highest intensity with individual pulse or controlled repetition pulse form, give load by high-power electromagnetic energy abrupt release.High-power electromagnetic energy is converted to required form of energy with different physical principles by various high power load, forms extreme physical environment in controlled region, it is achieved general lower irrealizable function of power.High pulse power technology anatonosis coal seam reservoirs is the shock wave coal seam reservoirs that will produce, and reaches the purpose of anatonosis.At present, this technology also lacks coal petrography fracturing effect, quantitative relationship between permeability variation feature and fluctuation parameters.
The quantitative relationship between fluctuation parameters and coal petrography fracturing effect, permeability variation feature can be set up by physical simulation experiment, but want to realize shock wave anti-reflection coal seam physical simulation experiment, it is first necessary to the problem solved is: make some scale, embody actual coal petrography characteristic as far as possible, prevent test specimen quick crashing, it is simple to the experiment test specimen of experimental data statistics.
Summary of the invention
This utility model is for the problem solving to set up quantitative relationship between fluctuation parameters and coal petrography fracturing effect, permeability variation feature by physical simulation experiment, it is provided that a kind of test specimen for shock wave anatonosis coal seam simulation experiment.
This utility model takes techniques below scheme: a kind of test specimen for shock wave anatonosis coal seam simulation experiment, including shell, strain brick and coal sample block foil gauge, described shell is bottomless rectangle shelly body, the centre position in other five faces removing bottom inside shell is fixed with strain brick, coal sample block it is fixed with in shell, coal sample block is fixed with two pieces of orthogonal placement coal sample block foil gauges except the centre position in other five faces of bottom, two lump coal sample block foil gauges are separately fixed at vertically and horizontally, and strain brick is pressed on two lump coal sample block foil gauge surfaces.
Described shell is to pour with cement mortar to form.
The square brick body of 1cm × 5cm × 5cm that described strain brick is made up of cement mortar.
Described coal sample block foil gauge is PVDF resistance strain gage.
Compared with prior art, the test specimen yardstick that this utility model makes is big, it is simple to recording deformation characteristic and statistics cranny development situation in experimentation, coal sample block appearance cement mortar plays the effect of simulation country rock;From the point of view of material similarity angle, use the anatonosis model experiment of cement mortar modeling coal seam country rock;Test specimen manufacturing process is convenient, with low cost.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation;
1-coal sample block in figure, 2-shell, 3-strains brick, 4-coal sample block foil gauge.
Detailed description of the invention
As shown in Figure 1, a kind of test specimen for shock wave anatonosis coal seam simulation experiment, including shell 2, strain brick 3 and coal sample block foil gauge 4, described shell 2 is bottomless rectangle shelly body, it is fixed with strain brick 3 except the centre position in other five faces of bottom inside shell 2, coal sample block 1 it is fixed with in shell 2, coal sample block 1 is fixed with two pieces of orthogonal placement coal sample block foil gauges 4 except the centre position in other five faces of bottom, two lump coal sample block foil gauges 4 are separately fixed at vertically and horizontally, and strain brick 3 is pressed on two lump coal sample block foil gauge 4 surfaces.
Described shell 2 is to pour with cement mortar to form.
The square brick body of 1cm × 5cm × 5cm that described strain brick 3 is made up of cement mortar.
Described coal sample block foil gauge 4 is PVDF resistance strain gage.
Specific experiment step is as follows:
1. the square that coarse coal sample cuts into 15cm × 15cm × 15cm is block;After well cutting, implement further polish and polish in each surface to square coal cinder, and clears up each surface, removes the coal dust on surface, in order to next step pastes foil gauge;And all surfaces of coal sample block is carried out labeling labelling (labelling number is 1,2,3,4,5,6), it is simple to comparison in follow-up experiment;
2. the surface of pair square coal sample block carry out foil gauge stickup.The face of labelled " 6 " is reserved sightingpiston, 2 foil gauges are pasted in each comfortable center, remaining 5 face, the position of 2 foil gauges is orthogonal, in order to tests the deformation behaviour in horizontal and vertical direction, and ensures that the traction wire (cable) of foil gauge controls at about 2 meters.(the stickup foil gauge quantity on the most each coal cinder sample is 10, and traction wire is 20, and each wire is carried out labelling.)
3. in experimentation, for ensureing that coal cinder will not quickly be shattered, and simulate coal seam and be hit under confined pressure effect the impact of ripple, at surrounding and end face (i.e. label is 1,2,3,4,5 faces) sticky one layer of certain thickness cement of coal sample block, the one side (i.e. label is 6 faces) of coal sample block is stayed to produce rule as eye slit.Concrete is made as: first, make the square hard paper mould of length of side 25cm, mould has 4, without end face and bottom surface, the coal cinder pasting foil gauge is put into the position, middle of mould, papery mould so just leaves the space of 5cm width, the cement mortar of the different ratio mixed is poured in the surrounding space and end face space of mould, the periphery sides of coal sample defines the cement mortar of 5cm thickness, note pulling out the foil gauge wire correspondence on each coal sample surface during grouting, surrounding cement mortar and end face cement mortar in put into strain brick, draw the wire of strain brick simultaneously.Finally whole test specimen is placed maintenance 30 days, until cement mortar is fully cured.
4., after test specimen processes, shock-wave experiment can be carried out.

Claims (4)

1. the test specimen for shock wave anatonosis coal seam simulation experiment, it is characterized in that: include shell (2), strain brick (3) and coal sample block foil gauge (4), described shell (2) is bottomless rectangle shelly body, shell (2) inner side is fixed with strain brick (3) except the centre position in other five faces of bottom, coal sample block (1) it is fixed with in shell (2), coal sample block (1) is fixed with two pieces of orthogonal placements coal sample block foil gauge (4) except the centre position in other five faces of bottom, two lump coal sample block foil gauge (4) are separately fixed at vertically and horizontally, strain brick (3) is pressed on two lump coal sample block foil gauge (4) surfaces.
Test specimen for shock wave anatonosis coal seam simulation experiment the most according to claim 1, it is characterised in that: described shell (2) is to pour with cement mortar to form.
Test specimen for shock wave anatonosis coal seam simulation experiment the most according to claim 1 and 2, it is characterised in that: the square brick body of 1cm × 5cm × 5cm that described strain brick (3) is made up of cement mortar.
Test specimen for shock wave anatonosis coal seam simulation experiment the most according to claim 3, it is characterised in that: described coal sample block foil gauge (4) is PVDF resistance strain gage.
CN201620477073.4U 2016-05-24 2016-05-24 A test piece for shock wave anatonosis coal seam simulation experiment Expired - Fee Related CN205656044U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620477073.4U CN205656044U (en) 2016-05-24 2016-05-24 A test piece for shock wave anatonosis coal seam simulation experiment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620477073.4U CN205656044U (en) 2016-05-24 2016-05-24 A test piece for shock wave anatonosis coal seam simulation experiment

Publications (1)

Publication Number Publication Date
CN205656044U true CN205656044U (en) 2016-10-19

Family

ID=57404218

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620477073.4U Expired - Fee Related CN205656044U (en) 2016-05-24 2016-05-24 A test piece for shock wave anatonosis coal seam simulation experiment

Country Status (1)

Country Link
CN (1) CN205656044U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106053169A (en) * 2016-05-24 2016-10-26 山西大同大学 Test piece of coal seam simulation experiment using shock waves to increase permeability and experiment method based on test piece
CN111879606A (en) * 2020-09-15 2020-11-03 中南大学 Large-size shale sample true triaxial loading hydraulic fracturing strain measurement device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106053169A (en) * 2016-05-24 2016-10-26 山西大同大学 Test piece of coal seam simulation experiment using shock waves to increase permeability and experiment method based on test piece
CN111879606A (en) * 2020-09-15 2020-11-03 中南大学 Large-size shale sample true triaxial loading hydraulic fracturing strain measurement device

Similar Documents

Publication Publication Date Title
CN105973802B (en) Anchor pole slurry country rock bond strength testing method
CN207198149U (en) One kind is based on numerical simulation study close-in seamses group's water-retaining production experimental provision
CN103616287B (en) A kind of tunnel excavation indoor model test device
CN206906122U (en) A kind of rock sample of adjustable contact surface angle makes mould
CN106053169A (en) Test piece of coal seam simulation experiment using shock waves to increase permeability and experiment method based on test piece
CN104655808B (en) A kind of Fracture with low permeability oil reservoir imbibition oil recovery experimental technique
CN106124268B (en) A method of experiment test block is made with similarity simulation experiment test block prepressing device
CN104198541B (en) Solidifying and hardening progress monitoring system for mining cement filling slurry and monitoring method thereof
CN205656044U (en) A test piece for shock wave anatonosis coal seam simulation experiment
CN107941594A (en) A kind of multifunction test device for liner structure
CN104215506A (en) Gradient confining pressure loading method
CN206573376U (en) A kind of pavement structure interlayer shearing test device
CN105699203A (en) Test device and method for measuring compressive strength of building materials under ambient pressure
CN102937554B (en) High-stress rock drilling testing device
CN105021796A (en) Test method for simulating filling type fault fracture zone rock body
CN109520793A (en) A kind of adjustable weak intercalated layer production method of the thickness of existing protolith structural plane
CN106124401B (en) Anchor pole bond strength testing method
CN203870104U (en) Self-compacting concrete filling layer effect indoor simulator
CN205981824U (en) Quick segmenting device of plain type cylinder undisturbed sample
CN205038090U (en) System appearance ware of indoor experiment of mud solidification treatment
CN110887747A (en) Sample manufacturing method for surface mine slope structural surface shear test based on three-dimensional reconstruction and three-dimensional carving technology
CN205826379U (en) Cube preparation of soil sample device
CN204514787U (en) A kind of raw soil material and sand-cement slurry adhesive property proving installation
CN104297449B (en) Method for testing similar model of cemented jointed rock mass by natural caving method
CN107687968A (en) A kind of loess tableland side landslide physical

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161019

Termination date: 20170524