CN2532480Y - Auxiliary device for cracked rock and non-consolidation porous material permeability test - Google Patents
Auxiliary device for cracked rock and non-consolidation porous material permeability test Download PDFInfo
- Publication number
- CN2532480Y CN2532480Y CN 02219458 CN02219458U CN2532480Y CN 2532480 Y CN2532480 Y CN 2532480Y CN 02219458 CN02219458 CN 02219458 CN 02219458 U CN02219458 U CN 02219458U CN 2532480 Y CN2532480 Y CN 2532480Y
- Authority
- CN
- China
- Prior art keywords
- piston
- rock
- web joint
- cylinder barrel
- test
- Prior art date
Links
- 239000011435 rock Substances 0.000 title claims abstract description 40
- 230000035699 permeability Effects 0.000 title claims description 13
- 239000011148 porous material Substances 0.000 title description 2
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000007789 sealing Methods 0.000 claims description 5
- 238000007906 compression Methods 0.000 abstract description 2
- 238000001764 infiltration Methods 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 4
- 230000001052 transient Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model relates to a broken rock and unconsolidated porosint infiltration testing additional equipment matched with the MTS815 and the MTS816 series of rock mechanics testing systems, consisting of a piston (1), a cylinder (2), a filter pad (3), a perforated plate (4) and a junction panel (5). The equipment is arranged in an axial loading apparatus of the rock mechanics testing system and can carry out the transient-state and the steady-state permeation tests of broken rocks and unconsolidated porosint, and can do compression tests of the materials; hereby the functions of the rock mechanics testing system can be expanded.
Description
One, technical field
The utility model relates to rock-soil material mechanical property test field, specifically a kind of matching used with MTS815 and 816 serial rock mechanics testing systems, the attachment device that is used for fractured rock and non-fixed porosint permeability test, make this rock mechanics testing system can carry out the transient state and the steady-state permeation test of fractured rock and non-fixed porosint, the double simultaneously compression test of doing these materials is expanded its function.
Two, background technology
At present, do not see as yet in the domestic and foreign literature about carry out the report of fractured rock and non-fixed porosint permeability test on MTS815 and 816 serial rock mechanics testing systems, the production firm of this rock mechanics testing system does not provide the attachment device of fractured rock and non-fixed porosint permeability test yet.This rock mechanics testing system can only carry out the transient state permeability test of the closely knit standard core of quality, its method is with thermal contractible plastic cover and plastic colloidal cloth core and porous plate, last push-down head to be bundled together, and carry out radial seal by confined pressure, carry out axial seal with O type rubber seal between last push-down head and the pilot system.
Three, technology contents
(1) goal of the invention: the purpose of this utility model provides a kind of and MTS815 and the supporting attachment device that is used for fractured rock and non-fixed porosint permeability test of 816 serial rock mechanics testing systems, can finish the transient state and the steady-state permeation test of fractured rock and non-fixed porosint, expand the test function of this rock mechanics testing system, for mining with prose style free from parallelism rock permeability characteristic is studied by Geotechnical Engineering department and dynamic behavior provides technical service, also the rule research of carrying out the phenomenon of osmosis of prose style free from parallelism rock for research institution provides technological means.
(2) technical scheme: the utility model is a kind of brand-new and MTS815 and matching used fractured rock of 816 serial rock mechanics testing systems and non-fixed porosint permeability test attachment device, its major technique is characterised in that: this rock mechanics testing system attachment device comprises piston, cylinder barrel, porous plate, filter pad and web joint, is installed in the axial charger of MTS815 and 816 serial rock mechanics testing systems.Web joint is placed on the axial loaded seat of rock mechanics testing system, its center pit docks with the central passage on the axial loaded seat, cylinder barrel is by being bolted on the web joint, piston forms cavity in cylinder barrel, place test material in the cavity, upper and lower at test material all has porous plate and filter pad, and the center pit of piston docks with the central passage that axially loads spherical indenter.For realizing highly reliable sealing, piston and axially load between the spherical indenter, web joint with axially between the loaded seat, axial seal and the radial seal between cylinder barrel and the piston between cylinder barrel and the web joint all adopt O type rubber seal to seal.Extract from cylinder barrel for ease of piston, the center pit of piston and web joint is made into the screw thread of M16.
(3) technique effect: the utility model has the following advantages through actual use the in MTS815.02 type rock mechanics testing system: 1. this device sealing realizes having high reliability and (just can reach desirable sealing effectiveness under the axial load of 2kN easily; 2. when carrying out the steady-state permeation test, going out the flow liquid body can discharge, and the pore pressure system of protection rock mechanics testing system avoids polluting; 3. porous plate weakens the end effect of inflow of seepage flow liquid and outflow test material, has saved the time that confined pressure liquid charges and discharge, the test efficiency height; 4. can doublely do the compactingproperties test and the creep test of fractured rock and non-fixed porosint, and the mechanical property test after the immersion.
Four, description of drawings
Accompanying drawing is a structural profile synoptic diagram of the present utility model.
Five, embodiment
The embodiment that provides below in conjunction with accompanying drawing does the utility model and describes in further detail, as shown in drawings, the utility model is a kind of brand-new and MTS815 and supporting fractured rock and non-fixed porosint permeability test attachment device of 816 serial rock mechanics testing systems, this attachment device is installed on the axial loaded seat of rock mechanics testing system by web joint 5, in cylinder barrel 2, place filter pad 3 and porous plate 4 earlier, put into test material again, put into porous plate 4 and filter pad 3 again, piston 1 is installed at last, piston 1 docks with the axial loading spherical indenter of rock mechanics testing system, and cylinder barrel 2 is connected with web joint 5 by bolt.Be the sealing effectiveness of assurance device, between piston 1 and the spherical indenter, web joint 5 and axially between the loaded seat, axial seal between cylinder barrel 2 and the web joint 5, and the radial seal between cylinder barrel 2 and the piston 4 is passed through O type rubber seal respectively and is sealed.When carrying out the material permeability test, seepage flow liquid is from the axial loaded seat of MTS815 and 816 serial rock mechanics testing systems, enter the test material zone by web joint 5, filter pad 3 and porous plate 4, discharge through the center pit of porous plate 4, filter pad 3 and piston 1 again.
Claims (2)
1. one kind and MTS 815 and the supporting use of 816 serial rock mechanics testing systems, be used for fractured rock and non-fixed porosint permeability test attachment device, it is characterized in that: this rock mechanics testing system attachment device comprises piston (1), cylinder barrel (2), porous plate (4), filter pad (3) and web joint (5), web joint (5) is placed on the axial loaded seat of rock mechanics testing system, its center pit docks with the central passage on the axial loaded seat, cylinder barrel (2) is by being bolted on the web joint (5), piston (1) forms cavity in cylinder barrel (2), place test material in the cavity, on test material, all there are porous plate (4) and filter pad (3) in the below, and the center pit of piston (1) docks with the central passage that axially loads spherical indenter.For realizing highly reliable sealing, piston (1) and axially load between the spherical indenter, web joint (5) with axially between the loaded seat, axial seal between cylinder barrel (2) and the web joint (5), and the radial seal between cylinder barrel (2) and the piston (1) all adopts O type rubber seal to seal.
2. a kind of fractured rock according to claim 1 and non-fixed porosint permeability test attachment device is characterized in that: the center pit of piston (1) and web joint (5) is made into the screw thread of M16.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02219458 CN2532480Y (en) | 2002-03-22 | 2002-03-22 | Auxiliary device for cracked rock and non-consolidation porous material permeability test |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02219458 CN2532480Y (en) | 2002-03-22 | 2002-03-22 | Auxiliary device for cracked rock and non-consolidation porous material permeability test |
Publications (1)
Publication Number | Publication Date |
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CN2532480Y true CN2532480Y (en) | 2003-01-22 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 02219458 CN2532480Y (en) | 2002-03-22 | 2002-03-22 | Auxiliary device for cracked rock and non-consolidation porous material permeability test |
Country Status (1)
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Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100337107C (en) * | 2005-05-11 | 2007-09-12 | 中国矿业大学 | Testing method of polyphase coupling creep of fragmented rock body and equipment thereof |
CN100575920C (en) * | 2005-03-28 | 2009-12-30 | 同济大学 | Lysimeter |
CN101042389B (en) * | 2007-04-05 | 2010-05-19 | 同济大学 | Geotechnical engineering physical simulation multifunctional tester with adjustable molded dimension |
CN101358917B (en) * | 2008-08-27 | 2010-12-29 | 南华大学 | Multifunction seepage experimental apparatus for loose crushing medium |
CN102175529A (en) * | 2011-01-26 | 2011-09-07 | 徐州师范大学 | Creep permeation full-distance coupling test system for broken rock sample |
CN102944665A (en) * | 2012-11-22 | 2013-02-27 | 武汉大学 | Shear box applicable to rock joint shearing, seepage and coupling tests and test method |
CN104020273A (en) * | 2013-03-01 | 2014-09-03 | 中国地质科学院水文地质环境地质研究所 | Ultrahigh pressure consolidation test device and method |
CN105181463A (en) * | 2015-10-23 | 2015-12-23 | 山东科技大学 | Water-containing gangue compression testing device and testing method thereof |
CN105866447A (en) * | 2016-04-01 | 2016-08-17 | 黄河科技学院 | Display recorder for detecting sample destroying and changing process during chemical experiment |
CN106226216A (en) * | 2016-07-05 | 2016-12-14 | 董润华 | A kind of core holding unit and measuring method thereof |
CN107246983A (en) * | 2017-04-21 | 2017-10-13 | 东南大学 | A kind of coarse-grained soil super-pressure Particle Breakage interior compression experimental rig |
CN110487683A (en) * | 2019-08-14 | 2019-11-22 | 四川大学 | Rock explosion crushing efficiency evaluation method based on grain shape |
-
2002
- 2002-03-22 CN CN 02219458 patent/CN2532480Y/en not_active IP Right Cessation
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100575920C (en) * | 2005-03-28 | 2009-12-30 | 同济大学 | Lysimeter |
CN100337107C (en) * | 2005-05-11 | 2007-09-12 | 中国矿业大学 | Testing method of polyphase coupling creep of fragmented rock body and equipment thereof |
CN101042389B (en) * | 2007-04-05 | 2010-05-19 | 同济大学 | Geotechnical engineering physical simulation multifunctional tester with adjustable molded dimension |
CN101358917B (en) * | 2008-08-27 | 2010-12-29 | 南华大学 | Multifunction seepage experimental apparatus for loose crushing medium |
CN102175529A (en) * | 2011-01-26 | 2011-09-07 | 徐州师范大学 | Creep permeation full-distance coupling test system for broken rock sample |
CN102944665A (en) * | 2012-11-22 | 2013-02-27 | 武汉大学 | Shear box applicable to rock joint shearing, seepage and coupling tests and test method |
CN102944665B (en) * | 2012-11-22 | 2015-10-21 | 武汉大学 | Be applicable to shear box and the test method of rock joint shear seepage coupling test |
CN104020273A (en) * | 2013-03-01 | 2014-09-03 | 中国地质科学院水文地质环境地质研究所 | Ultrahigh pressure consolidation test device and method |
CN105181463A (en) * | 2015-10-23 | 2015-12-23 | 山东科技大学 | Water-containing gangue compression testing device and testing method thereof |
CN105866447A (en) * | 2016-04-01 | 2016-08-17 | 黄河科技学院 | Display recorder for detecting sample destroying and changing process during chemical experiment |
CN106226216A (en) * | 2016-07-05 | 2016-12-14 | 董润华 | A kind of core holding unit and measuring method thereof |
CN107246983A (en) * | 2017-04-21 | 2017-10-13 | 东南大学 | A kind of coarse-grained soil super-pressure Particle Breakage interior compression experimental rig |
CN110487683A (en) * | 2019-08-14 | 2019-11-22 | 四川大学 | Rock explosion crushing efficiency evaluation method based on grain shape |
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