CN102621006A - Pressure chamber for rock-soil rheological test - Google Patents
Pressure chamber for rock-soil rheological test Download PDFInfo
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- CN102621006A CN102621006A CN2012100910671A CN201210091067A CN102621006A CN 102621006 A CN102621006 A CN 102621006A CN 2012100910671 A CN2012100910671 A CN 2012100910671A CN 201210091067 A CN201210091067 A CN 201210091067A CN 102621006 A CN102621006 A CN 102621006A
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Abstract
The invention relates to a pressure chamber for a rock-soil rheological test, which comprises an axial pressure chamber and an annular pressure chamber, wherein the axial pressure chamber comprises an upper pressure chamber, a test-piece chamber and a lower pressure chamber, which are sequentially laminated, a rock-soil test piece is placed inside the test-piece chamber, oil with adjustable pressure is respectively inputted into the annular pressure chamber, the upper pressure chamber and the lower pressure chamber, the annular pressure chamber surrounds the axial pressure chamber in the radial direction, and the axial pressure chamber is formed by an internal space of an elastic jacket. The annular pressure chamber is separated from the axial pressure chamber in the pressure chamber through the elastic jacket, so that the axial pressure and the radial pressure of the rock-soil test-piece in the pressure chamber can be absolutely isolated, and the axial pressure and the radial pressure born by the rock-soil test piece in the test-piece chamber can be independent from each other.
Description
Technical field
The present invention relates to a kind of pressure chamber that is used for the ground rheological test.
Background technology
The ground rheological characteristics mainly comprises creep properties and power relaxation property; Research ground rheological characteristics; Very important, particularly even more important for Geotechnical Engineering quality control, safe operation and soft rock supporting and rock-soil mechanics research to deep Geotechnical Engineering and rock-soil mechanics.Research to the ground rheological characteristics mainly concentrates on research ground failure mechanism, to promote the raising for Geotechnical Engineering quality control, safe operation and soft rock supporting level.At present, triaxial rheometer is mainly adopted in the test of ground rheology, this flow graph can be to radially with axially the exerting pressure of ground, but interfere each other between radial pressure and the axle pressure, so axle pressure and radial pressure can not be independent.In the actual destructive process of ground, ground stretch-draw and to cut to stress be the main cause that ground destroys is in the ground stretching process; Axially loaded is less than radial force; And present triaxial rheometer can only be realized the axially loaded of ground test specimen greater than radial force, because when doing triaxial test with traditional triaxial rheometer, whole test specimen bears the inner working oil pressure (custom is referred to as hydrostatic pressing-" Archimedes' principle ") in pressure chamber; The test specimen axle pressure also comprises pressure chamber's internal pressure except the axial loading system applied pressure; When axial loading system pressure was zero, test specimen axially still bore the inner working oil pressure in pressure chamber, and the radial pressure that can't realize test specimen is greater than axle pressure; The stress field of bearing in the time of therefore can't simulating ground stretch-draw, this just makes ground rheological test result's reference value have a greatly reduced quality.
In addition, every group of test of ground creep test needs 5 test specimens, each specimen test tens hours at least at least; Hundreds of at most even thousands of hours; Battery of tests is finished often needs the several months, not only incurs loss through delay obtaining of requirement of engineering data, and consumes sizable manpower and financial resources.Use many cover testing equipments to make an experiment simultaneously; Though can reduce the cycle that test is accomplished; But every cover testing equipment all need be equipped with oil supply system, power system and testing table, and these all need very high manufacturing cost, thereby has improved the cost of ground rheological test greatly; And greatly waste energy both uneconomical also not environmental protection.
Summary of the invention
To the problem that exists in the prior art, the purpose of this invention is to provide a kind of ground rheological test equipment of simulating such as the stress field of bearing under the multiple situation such as ground stretch-draw.
For realizing above-mentioned purpose, technical scheme of the present invention is following:
A kind of pressure chamber that is used for the ground rheological test; Comprise axle pressure chamber and annular pressure chamber; Said axle pressure chamber comprises upward pressure chamber, specimen chamber and the downforce chamber that is cascading, and the ground test specimen is housed in the said specimen chamber, the equal adjustable fluid of input pressure in said annular pressure chamber, upward pressure chamber and the downforce chamber; Said annular pressure chamber is looped around footpath, said axle pressure chamber towards periphery, and said axle pressure chamber is made up of the inner space of a flexible sheath.
Further, said flexible sheath is the fluororubber material of high temperature high voltage resistant.
Further, said flexible sheath comprises body, goes up installed surface and following installed surface, and said body be an annular, and said upward installed surface and following installed surface lay respectively at two end faces of said body, and is the plane perpendicular to the outside surface of said body center line.
Further, the said outside of going up installed surface also is connected with to the last outer shroud that extends below, and the said outside of installed surface down also is connected with upwardly extending outer shroud down.
Further, the indoor heating jacket that is used for to said annular pressure chamber inner fluid heating that also is provided with of said annular pressure.
Beneficial effect of the present invention is; The present invention compared with prior art; The present invention adopts flexible sheath that annular pressure chamber in the pressure chamber and axle pressure chamber are kept apart, and makes the axle pressure and the radial pressure of the ground test specimen in the pressure chamber definitely isolate, thereby makes between axle pressure that ground test specimen in this specimen chamber bears and the radial pressure separate; Can be through exerting pressure separately; Different numerical value contrasts between the radial pressure that realizes the ground test specimen and the axle pressure with the stress field under the multiple different situations such as simulation ground stretch-draw, thereby make that ground rheological test application scenario is more extensive; The reference value of test findings is bigger, can improve the application level of ground rheological test greatly.
Description of drawings
Below in conjunction with accompanying drawing the present invention is done further explain:
Fig. 1 is a kind of pressure chamber structure synoptic diagram that is used for the ground rheological test of the present invention;
Fig. 2 is a kind of pressure chamber's flexible sheath structural representation that is used for the ground rheological test of the present invention;
Fig. 3 is a kind of user mode synoptic diagram of pressure chamber on testing table that is used for the ground rheological test of the present invention;
Fig. 4 carries out the principle of work synoptic diagram of rheological test for a kind of pressure chamber that is used for the ground rheological test of the present invention;
Fig. 5 is a kind of testing equipment one-piece construction synoptic diagram that is used for the pressure chamber of ground rheological test of the present invention.
Embodiment
The exemplary embodiments that embodies characteristic of the present invention and advantage will be described in detail in following explanation.Be understood that the present invention can have various variations on various embodiment, its neither departing from the scope of the present invention, and explanation wherein and accompanying drawing be the usefulness of being used as explanation in itself, but not in order to restriction the present invention.
Ground rheological test method is through exerting pressure with the different stress field environment of simulation ground to being arranged at ground test specimen in the pressure chamber, again through detect the ground test specimen in the running parameter under the above-mentioned environment so that the situation of change of actual ground under the different stress field environment made an appraisal.Among the present invention, the axle pressure and the radial pressure that are arranged in the ground test specimen of pressure chamber are definitely isolated, thereby make between this axle pressure and the radial pressure separate.The radial pressure of bearing at the ground test specimen is during greater than axle pressure, the stress field when can be used for simulating actual ground and bearing stretch-draw.The running parameter of ground test specimen comprises stress, strain, side pressure and temperature, and wherein strain comprises axial strain and radial strain.
In addition, also can heat the ground test specimen, to simulate the different temperatures environment of actual ground through the pressure chamber.Moreover for practicing thrift test period, the ground test specimen is identical with pressure chamber's quantity, be more than 2, and each ground test specimen makes an experiment simultaneously.In the present embodiment, ground test specimen and pressure chamber's quantity are 5.
Shown in Figure 1 is the structure of pressure chamber 1 in the present embodiment.Pressure chamber 1 comprises axle pressure chamber 12 and annular pressure chamber 13.Axle pressure chamber 12 comprises upward pressure chamber 121, specimen chamber 120 and downforce chamber 122.In the present embodiment, ground test specimen 8 can be selected geological materials such as colliery or other mine soft rocks for use, and ground test specimen 8 is contained in the specimen chamber 120.Annular pressure chamber 13 is a sealed oil sac, the adjustable fluid of stuffing pressure in the oil sac, and upward pressure chamber 121 is cushion block with downforce chamber 122, regulates pressure through fluid.Wherein, annular pressure chamber 13 is the ring-type cylinder, is looped around 12 footpaths, axle pressure chamber towards periphery.As shown in Figure 4; Annular pressure chamber 13 is communicated with energy supplying system 5; To annular pressure chamber 13 pressure oil liquid is provided by energy supplying system 5, the ground test specimen 8 that is contained in the specimen chamber 120 is radially exerted pressure, the oil liquid pressure scope is 0-60MPa; Can pressurize, release, pressurize and replacement, the maximum radial deflection is 10 millimeters.Upward pressure chamber 121 is pressed against specimen chamber 120 tops; Downforce chamber 122 leans in specimen chamber 120 bottoms; Upward pressure chamber 121 all is communicated with energy supplying system 5 with downforce chamber 122, by energy supplying system 5 pressure oil liquid is provided, and jointly the ground test specimen 8 that is contained in the specimen chamber 120 is carried out axial pressure.In the present embodiment, the axial force maximum can reach 600KN, and maximum displacement is 200 millimeters.
In the present embodiment, the inner space of a flexible sheath 11 constitutes axle pressure chamber 12.Flexible sheath 11 structures are as shown in Figure 2; Body 110 is a loop configuration, and body extends radially outwardly at two ends about in the of 110, forms respectively to go up installed surface 111 and following installed surface 112; Outside surface perpendicular to body 110 on last installed surface 111 and the following installed surface 112 is the plane, conveniently to fixedly mount.Flexible sheath 11 adopts the fluororubber material, has high pressure resistant, action of high temperature.Flexible sheath 11 is separated the axle pressure and the radial pressure of the ground test specimen 8 in the specimen chamber 120; Make the axle pressure and the radial pressure of ground test specimen 8 independently be provided with separately; Both can axle pressure more than or equal to radial pressure, but also axle pressure less than radial pressure.When applying radial pressure, axle pressure can diminish, even is zero, can simulate the stretch-draw situation of ground, and research ground time dependent parameters when bearing stretch-draw changes, until destruction.Last installed surface 111 is extended with relative axial outer annular edge with the outside of following installed surface 112; Be respectively outer shroud 113 and following outer shroud 114; Last outer shroud 113 can assist installed surface 111 and following installed surface 112 to install with following outer shroud 114, also can improve body 110 intensity.Ground test specimen 8 is contained in the flexible sheath 11, and the space that is occupied by ground test specimen 8 in the axle pressure chamber 1 is a specimen chamber 120.The lower end of last cushion block 123 is stretched in flexible sheath 11 tops hermetically; Thereby between the upper surface of the lower surface of last cushion block 123 and ground test specimen 8, form a sealed space; This space is upward pressure chamber 121, and the fluid pressure line of upward pressure chamber 121 passes cushion block 123.The upper end of lower cushion block 124 is stretched in flexible sheath 11 bottoms hermetically; Thereby between the lower surface of the upper surface of lower cushion block 124 and ground test specimen 8, form a sealed space; This space is downforce chamber 122, and the fluid pressure line of downforce chamber 122 passes lower cushion block 124.
In addition, 1 bottom also is equipped with rubber blanket 16 in the pressure chamber, and this rubber blanket 16 is fixedly mounted on the lower surface of lower cushion block 132, is used to alleviate the impact of axial force.Pressure chamber 1 except rock sample 8 is exerted pressure with heat, also can apply pore water, gas etc. as required, be used for simulation and descend the ground environment more.
In the present embodiment, as shown in Figure 3,5 pressure chambers, 5 pressure chambers are installed on the testing table 2 altogether identical test condition and purpose can be set, also can different test conditions and purpose be set respectively according to the test needs.5 pressure chambers 1 can carry out rheological test respectively to 5 parts of DIFFERENT SOIL test specimens 8 simultaneously, shorten the rheological test cycle greatly, improve test speed.Testing table 2 is used for abutment pressure chamber 1, comprises entablature 21, sill 22, column 23 and base 24.Entablature 21 respectively is one with sill 22, and 5 pressure chambers 1 are in parallel installed with between entablature 21 and sill 22.Column 23 is used to connect entablature 21 and sill 22, and a column 23 is respectively installed in four bights around each pressure chamber 1, amounts to 12 columns 23, compares with 5 independent flow graphs and has practiced thrift 8 columns, greatly reduces cost of manufacture.Base 24 is installed in sill 22 bottoms, is used to support entablature 21, pressure chamber 1, sill 22 and column 23.In addition, axially environmental system 3 is installed on the entablature 21, and radially environmental system 4 is installed in the base 24, all is communicated with pressure chamber 1 through fluid pressure line, circuit, water pipe and tracheae etc.Axially environmental system 3 and environmental system 4 radially change respectively ground test specimen 8 axially with environment such as radially stress field and temperature field, to simulate the underground environment of actual ground.
Like Fig. 4 and shown in Figure 5, the ground rheological test equipment of present embodiment comprises pressure chamber 1, testing table 2, axially environmental system 3, radially environmental system 4, energy supplying system 5, detection system 6 and control and analytic system 7.Pressure chamber 1 and testing table 2 as preceding introduction are in this superfluous words no longer.Environmental parameter on axle pressure in the axial environmental system 3 adjusting pressure chambers 1 etc. are axial, the radially isometrical environmental parameter that makes progress of radial pressure in the environmental system 4 adjusting pressure chambers 1.
As shown in Figure 5, detection system 6 comprises displacement transducer 61, force transducer 62, radial pressure sensor 63, temperature sensor 64 and hoop extensometer.Wherein, The hoop extensometer only is used in the uniaxial test of pressure-less chamber; The parameters of ground test specimen 8 in above-mentioned displacement transducer 61, force transducer 62, radial pressure sensor 63, temperature sensor 64 and the hoop extensometer test pressure chamber 1, and with this parameter send to control and analytic system 7.Wherein, displacement transducer 61 can be tested the axial strain of ground test specimen 8; Force transducer 62 can be tested the axial stress of ground test specimen 8; Radial pressure sensor 63 can be tested the radial stress of ground test specimen 8; Temperature sensor 64 can be tested the temperature variation of ground test specimen 8; The annular extensometer can be tested the radial strain of ground test specimen 8.
Control and analytic system 7 are brains of this equipment, and the data that one side control and analytic system 7 acquisition testing systems 6 send are carried out assay; Control and analytic system 7 generate steering order on the other hand; And should instruct send to energy supplying system 5 respectively, axially in environmental system 3 and the environmental system 4 radially; Control energy supplying system 5, axially environmental system 3 and radially environmental system 4 actions are to carry suitable pressure oil liquid, electricity, gas and water etc. in pressure chamber 1.Control and analytic system 7 adopt visualized operation, and independently operating platform is set.Test figure is stored with Microsoft Office Excel mode and is called; Can be the coordinate graphing with stress, axial strain, radial strain, side pressure, temperature and any two parameters in effective time; To test findings march line analysis; Test report can worked out and print to local the amplification also.The Control Software of control and analytic system 7 adopts the LabVIEW software of America NI company, and further exploitation formation on this basis of software.Adopt the LabVIEW software programming not only to have potentiality to be exploited, conveniently carry out a machine and control more, and reduce cost greatly.
Beneficial effect of the present invention is; The present invention compared with prior art; The present invention adopts flexible sheath 11 that annular pressure chamber in the pressure chamber 1 13 and axle pressure chamber 12 are kept apart, and makes the axle pressure and the radial pressure of the ground test specimen 8 in the pressure chamber 1 definitely isolate, thereby makes between axle pressure that ground test specimen 8 in this specimen chamber 120 bears and the radial pressure separate; Can be through exerting pressure separately; Different numerical value contrasts between the radial pressure that realizes ground test specimen 8 and the axle pressure with the stress field under the multiple different situations such as simulation ground stretch-draw, thereby make that ground rheological test application scenario is more extensive; The reference value of test findings is bigger, can improve the application level of ground rheological test greatly.
Technical scheme of the present invention is disclosed as above by preferred embodiment.Those skilled in the art should recognize change and the retouching of under the situation that does not break away from appended scope of the present invention that claim disclosed of the present invention and spirit, being done, and all belong within the protection domain of claim of the present invention.
Claims (5)
1. pressure chamber that is used for the ground rheological test; Comprise axle pressure chamber and annular pressure chamber, said axle pressure chamber comprises upward pressure chamber, specimen chamber and the downforce chamber that is cascading, and the ground test specimen is housed in the said specimen chamber; The equal adjustable fluid of input pressure in said annular pressure chamber, upward pressure chamber and the downforce chamber; Said annular pressure chamber is looped around footpath, said axle pressure chamber towards periphery, it is characterized in that said axle pressure chamber is made up of the inner space of a flexible sheath.
2. the pressure chamber that is used for the ground rheological test as claimed in claim 1 is characterized in that, said flexible sheath is the fluororubber material of high temperature high voltage resistant.
3. the pressure chamber that is used for the ground rheological test as claimed in claim 2; It is characterized in that; Said flexible sheath comprises body, goes up installed surface and following installed surface; Said body is an annular, saidly goes up two end faces that installed surface and following installed surface lay respectively at said body, and is the plane perpendicular to the outside surface of said body center line.
4. the pressure chamber that is used for the ground rheological test as claimed in claim 1 is characterized in that, the said outside of going up installed surface also is connected with to the last outer shroud that extends below, and the said outside of installed surface down also is connected with upwardly extending outer shroud down.
5. like the arbitrary described pressure chamber that is used for the ground rheological test of claim 1-4, it is characterized in that the indoor heating jacket that is used for to said annular pressure chamber inner fluid heating that also is provided with of said annular pressure.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210091067.1A CN102621006B (en) | 2012-03-30 | 2012-03-30 | Pressure chamber for rock-soil rheological test |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210091067.1A CN102621006B (en) | 2012-03-30 | 2012-03-30 | Pressure chamber for rock-soil rheological test |
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| CN102621006A true CN102621006A (en) | 2012-08-01 |
| CN102621006B CN102621006B (en) | 2015-07-08 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106023761A (en) * | 2016-07-25 | 2016-10-12 | 中国科学院武汉岩土力学研究所 | Fault water outburst and mud outburst simulation equipment and test method |
| CN106932335A (en) * | 2015-12-30 | 2017-07-07 | 核工业北京地质研究院 | The installation method of sensor in a kind of multi- scenarios method experimental stand for padded coaming |
| CN110017931A (en) * | 2019-03-28 | 2019-07-16 | 天津大学 | A kind of outer lateral earth pressure measuring device of shield tunnel |
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| US3975950A (en) * | 1975-03-17 | 1976-08-24 | Karoly Erdei | Apparatus for testing material strength |
| US5025668A (en) * | 1988-06-30 | 1991-06-25 | Institut Francais Du Petrole | Cell for the triaxial stress testing of a rock sample and a testing method using such a cell |
| FR2663121A1 (en) * | 1990-06-12 | 1991-12-13 | Univ Lille Flandres Artois | Multipurpose triaxial testing cell for geological materials |
| FR2746920A1 (en) * | 1996-04-01 | 1997-10-03 | Inst Francais Du Petrole | Device for triaxial pressure testing of a rock sample |
| JP2000081378A (en) * | 1998-09-07 | 2000-03-21 | Central Res Inst Of Electric Power Ind | Three-axis cell, three-axis testing device, and three-axis testing method |
| CN201716255U (en) * | 2010-07-14 | 2011-01-19 | 中原工学院 | Rock permeability testing device |
| CN102089639A (en) * | 2008-07-07 | 2011-06-08 | 里尔科技大学 | Triaxial cell for the testing of geomaterials in compression and in shear |
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2012
- 2012-03-30 CN CN201210091067.1A patent/CN102621006B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3975950A (en) * | 1975-03-17 | 1976-08-24 | Karoly Erdei | Apparatus for testing material strength |
| US5025668A (en) * | 1988-06-30 | 1991-06-25 | Institut Francais Du Petrole | Cell for the triaxial stress testing of a rock sample and a testing method using such a cell |
| FR2663121A1 (en) * | 1990-06-12 | 1991-12-13 | Univ Lille Flandres Artois | Multipurpose triaxial testing cell for geological materials |
| FR2746920A1 (en) * | 1996-04-01 | 1997-10-03 | Inst Francais Du Petrole | Device for triaxial pressure testing of a rock sample |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106932335A (en) * | 2015-12-30 | 2017-07-07 | 核工业北京地质研究院 | The installation method of sensor in a kind of multi- scenarios method experimental stand for padded coaming |
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| CN110017931A (en) * | 2019-03-28 | 2019-07-16 | 天津大学 | A kind of outer lateral earth pressure measuring device of shield tunnel |
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| CN102621006B (en) | 2015-07-08 |
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