CN106226501B - A kind of physical simulation experiment frame for being applied to simulation complex geological condition - Google Patents
A kind of physical simulation experiment frame for being applied to simulation complex geological condition Download PDFInfo
- Publication number
- CN106226501B CN106226501B CN201610825255.0A CN201610825255A CN106226501B CN 106226501 B CN106226501 B CN 106226501B CN 201610825255 A CN201610825255 A CN 201610825255A CN 106226501 B CN106226501 B CN 106226501B
- Authority
- CN
- China
- Prior art keywords
- cartridge
- support frame
- frame
- hydraulic cylinder
- experiment
- 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
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Food Science & Technology (AREA)
- Analytical Chemistry (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Medicinal Chemistry (AREA)
- Physics & Mathematics (AREA)
- Remote Sensing (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses a kind of physical simulation experiment frame for being applied to simulation complex geological condition, including：Fixed mount, support frame, hydraulic cylinder and cartridge, foregoing support frame and hydraulic cylinder are installed in fixed mount, and hydraulic cylinder is located at the lower section of support frame, and is connected with support frame, and for adjusting the height of support frame, angle indicator is also equipped with support frame；Foregoing cartridge is arranged in support frame, the edge of cartridge is formed with some channel-section steel fixing holes, angle-determining area is also devised with simultaneously, some rolling pulleies or rolling bearing are lined with below cartridge, cartridge being capable of axial rotation on rolling pulley or rolling bearing.The present invention is advantageous in that：One people can carry out height and the angle adjustment operation of experiment frame, not only save manpower, and simplify experimentation, while also the efficiency of experiment be greatly improved.
Description
Technical field
The present invention relates to a kind of physical simulation experiment frame, and in particular to and one kind is applied to simulation complex geological condition,
The physical simulation experiment frame of simulation high inclination-angle geological conditions is especially adapted for use in, is belonged in the engineering fields such as mine, ground
PHYSICAL MODELING OF IN technical field.
Background technology
Physical simulation experimental technique, it is developed so far an existing nearly century period from the former Soviet Union, it is to actual work
In journey related data measurement and reference have great importance, solved in many Practical Projects because can not measure or
Data shortage problem caused by measurement hardly possible waits.
Physical simulation experiment is one of subject important research means such as mine, ground, geology, and physics is similar in experiment
Simulated experiment frame can be used for simulating various Practical Project geological conditions, be the supporting in engineering practice and working face ess-strain
Change with surrounding rock stability and various parameters are provided.
Therefore, the technical merit of physical simulation experiment has with Practical Project problem significantly associates.
But the experiment frame in physical simulation experiment causes many formation conditions to be difficult to clear due to simple in construction
Reproduce, and shelf due to various problems, can often occur during mobile or rotation is (to realize large dip angle strata condition)
The phenomenon that model caves in, so as to cause the failure of an experiment, and it is difficult to gathered data.
The content of the invention
To solve the deficiencies in the prior art, it is an object of the invention to provide one kind to be applied to simulation complex geological condition,
It is especially adapted for use in the physical simulation experiment frame of simulation high inclination-angle geological conditions.
In order to realize above-mentioned target, the present invention adopts the following technical scheme that：
A kind of physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that including：Fixed mount
(1), support frame (2), hydraulic cylinder (3) and cartridge (4),
Foregoing support frame (2) and hydraulic cylinder (3) are installed in fixed mount (1), and hydraulic cylinder (3) is located at support frame (2)
Lower section, and be connected with support frame (2), for adjusting the height of support frame (2), refer in addition, being also equipped with angle on support frame (2)
Show pin (21)；
Foregoing cartridge (4) is arranged in support frame (2), and the edge of cartridge (4) is formed with some channel-section steel fixing holes
(41), while it is also devised with angle-determining area (42), some rolling pulleies (5) or rolling bearing being lined with below cartridge (4),
Cartridge (4) being capable of axial rotation on rolling pulley (5) or rolling bearing.
The foregoing physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that foregoing support
Some spacing pulleys (22) or Limit Bearing are also equipped with the inside of frame (2), spacing pulley (22) or Limit Bearing are close to feed
The outer wall of cylinder (4).
The foregoing physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that foregoing support
Some supporting plates (23) are also equipped with the inside of frame (2), supporting plate (23) holds up cartridge (4) upwards, right to reduce cartridge (4)
The pressure of rolling pulley (5) or rolling bearing, spacing pulley (22) or Limit Bearing.
The foregoing physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that foregoing charging
The radius of cylinder (4) is 150-250cm.
The foregoing physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that foregoing charging
The radius of cylinder (4) is 200cm.
The foregoing physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that also include：Paving
Oilpaper device (6), paving oilpaper device (6) are arranged on support frame (2).
The present invention is advantageous in that：
(1) height of cartridge is adjusted at any time by hydraulic cylinder, people can stand to be fed on the ground so that people is feeding
When it is more convenient, it is easier to firmly, not only the efficiency of experiment is greatly improved, and also saves manpower；
(2) area is determined by the edge design angle in cartridge, can directly adjusts angle needed for experiment, angular range
At 0 ° -360 °, a people is operable, is not related to other equipment, not only enormously simplify experimentation, and also save people
Power；
(3) by setting up paving oilpaper device, avoid material and directly contacted with channel-section steel, can effectively keep the complete of model
Property and aesthetic property.
Brief description of the drawings
Fig. 1 is the front view of the physical simulation experiment frame of the present invention；
Fig. 2 is the sectional side elevation of the physical simulation experiment frame in Fig. 1；
Fig. 3 is the top view of the physical simulation experiment frame in Fig. 1.
The implication of reference in figure：1- fixed mounts, 2- support frames, 3- hydraulic cylinders, 4- cartridges, 5- rolling pulleies, 6-
Spread oilpaper device, 21- angles indicator, the spacing pulleys of 22-, 23- supporting plates, 41- channel-section steels fixing hole, 42- angle-determinings area.
Embodiment
Make specific introduce to the present invention below in conjunction with the drawings and specific embodiments.
Reference picture 1, Fig. 2 and Fig. 3, the physical simulation experiment frame for being applied to simulation complex geological condition of the invention,
It includes：Fixed mount 1, support frame 2, hydraulic cylinder 3, cartridge 4 and paving oilpaper device 6.
First, fixed mount
Reference picture 1, Fig. 2 and Fig. 3, fixed mount 1 are the outermost Rotating fields of whole experiment frame, and its top is charging portion, under
Portion is support section.
Fixed mount 1 can be placed directly on ground, and during experiment, standing carries out loading operation on stool.
It is of course also possible to dig certain depth to underground, the bottom of fixed mount 1 is placed in below ground, top (is fed
Part) ground is completely exposed, operating personnel stand directly on progress loading operation on ground.
2nd, support frame
Support frame 2 is arranged in fixed mount 1, for supporting cartridge 4.Angle indicator 21 is also equipped with support frame 2,
The angle-determining area (42) of cartridge 4 of the angle indicator 21 with that will mention is used cooperatively.
As a kind of preferable scheme, the inner side of support frame 2 is also equipped with some spacing pulleys 22 (or Limit Bearing), limit
Position pulley 22 (or Limit Bearing) is close to the outer wall of cartridge 4.
It is further preferred that the inner side of support frame 2 is also equipped with some supporting plates 23, supporting plate 23 holds up cartridge 4 upwards, uses
To reduce pressure of the cartridge 4 to rolling pulley 5 (or rolling bearing) and spacing pulley 22 (or Limit Bearing).
3rd, hydraulic cylinder
Hydraulic cylinder 3 is also mounted in fixed mount 1, is connected positioned at the lower section of support frame 2, and with support frame 2, for adjusting branch
The height of support 2.
Adjust the height of cartridge 4 at any time by hydraulic cylinder 3, people can stand to be fed on the ground so that people is feeding
When it is more convenient, it is easier to firmly, not only the efficiency of experiment is greatly improved, and also saves manpower.
4th, cartridge
Cartridge 4 is cylindrical in shape, and both ends are all open, and it is arranged in support frame 2, and lower section is lined with some rolling pulleies 5 or rolling
Dynamic bearing, cartridge 4 being capable of axial rotations on rolling pulley 5 or rolling bearing.
The edge of cartridge 4 is also devised with angle-determining area 42 formed with some channel-section steel fixing holes 41.
Conventional physical simulation experiment frame, carry out needing alignment point during angular adjustment, utilize protractor, level meter
Etc. being adjusted.
And the experiment frame of the present invention, it in the edge design angle of cartridge 4 by determining area 42 (by accurate survey
Amount), angle needed for experiment can be directly adjusted, for angular range at 0 ° -360 °, a people is operable, is not related to other equipment, not only
Experimentation is enormously simplify, and also saves manpower.
As a kind of preferable scheme, the radius of cartridge 4 is 150-250cm, length 30-40cm.
It is further preferred that the radius of cartridge 4 is 200cm, length 30cm.
The likelihood ratio of general physical simulation experiment is 1：100, actual mine working face length is 100-250m, is retained
Border, reduces the influence of boundary condition, and the physical dimension of general scale model is 300cm, and experiment frame of the invention completely can be with
Meet the condition of experiment.
5th, oilpaper device is spread
Oilpaper device 6 (illustrate only oilpaper spool in figure) is spread to be arranged on support frame 2.
By setting up paving oilpaper device 6, avoid material and directly contacted with channel-section steel, can effectively keep the integrality of model
And aesthetic property.
Application method：
(1) height of support frame 2 is adjusted by hydraulic cylinder 3, cartridge 4 is adjusted to proper height, specific height is according to charging
Depending on people；
(2) oiling paper (not shown) and outer protecting groove steel (not shown) on the face with material of cartridge 4 so that dress
Barrel 4 is internally formed stocking space；
(3) matched according to similarity simulation experiment, fed in cartridge 4, can suitably adjusted in charging process
The height of support frame 2, so that charging process is more simplified；
(4) after filling terminates, model initial set is treated, the height of cartridge 4 can be suitably adjusted, part channel-section steel is removed, only stayed
Part channel-section steel is shielded and sustain, and the simulation geological conditions being then adjusted to cartridge 4 required for actual geological conditions, is then fixed；
(5) after model dries completely, remaining channel-section steel is removed, then cartridge 4 is adjusted to rational height, carried out
Excavate.
As can be seen here, experiment frame of the invention adjusts the height of cartridge 4 by hydraulic cylinder 3 at any time, and by can oneself
The edge designs angle-determining area 42 of cartridge 4 turned, realize the mould of complex geological condition, especially high inclination-angle geological conditions
Intend, this greatly simplify high inclination-angle in terms of similarity simulation experiment program so that the success rate of experiment greatly improves.
It should be noted that the invention is not limited in any way for above-described embodiment, it is all to use equivalent substitution or equivalent change
The technical scheme that the mode changed is obtained, all falls within protection scope of the present invention.
Claims (3)
- A kind of 1. physical simulation experiment frame for being applied to simulation complex geological condition, it is characterised in that including：Fixed mount (1), support frame (2), hydraulic cylinder (3) and cartridge (4), support frame as described above (2) and hydraulic cylinder (3) are installed in fixed mount (1) Interior, hydraulic cylinder (3) is located at the lower section of support frame (2), and is connected with support frame (2), for adjusting the height of support frame (2), this Outside, angle indicator (21) is also equipped with support frame (2)；The radius of the cartridge (4) is 150-250cm, and cartridge (4) is arranged in support frame (2), the inner side of support frame (2) Some spacing pulleys (22) or Limit Bearing are installed, spacing pulley (22) or Limit Bearing are close to the outer wall of cartridge (4), branch Some supporting plates (23) are also equipped with the inside of support (2), supporting plate (23) holds up cartridge (4), the edge of cartridge (4) upwards Formed with some channel-section steel fixing holes (41), while be also devised with angle-determining area (42), cartridge (4) if below be lined with dry milling Movable pulley (5) or rolling bearing, cartridge (4) being capable of axial rotations on rolling pulley (5) or rolling bearing.
- 2. the physical simulation experiment frame according to claim 1 for being applied to simulation complex geological condition, its feature exist In the radius of the cartridge (4) is 200cm.
- 3. the physical simulation experiment frame according to claim 1 or 2 for being applied to simulation complex geological condition, its feature It is, in addition to：Oilpaper device (6) is spread, paving oilpaper device (6) is arranged on support frame (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610825255.0A CN106226501B (en) | 2016-09-14 | 2016-09-14 | A kind of physical simulation experiment frame for being applied to simulation complex geological condition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610825255.0A CN106226501B (en) | 2016-09-14 | 2016-09-14 | A kind of physical simulation experiment frame for being applied to simulation complex geological condition |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106226501A CN106226501A (en) | 2016-12-14 |
| CN106226501B true CN106226501B (en) | 2018-03-09 |
Family
ID=58075951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610825255.0A Expired - Fee Related CN106226501B (en) | 2016-09-14 | 2016-09-14 | A kind of physical simulation experiment frame for being applied to simulation complex geological condition |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106226501B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108303323B (en) * | 2017-12-29 | 2020-11-20 | 中国神华能源股份有限公司 | Three-dimensional similar model test bench and test method thereof |
| CN110196316A (en) * | 2019-06-19 | 2019-09-03 | 中国平煤神马能源化工集团有限责任公司 | Pit mining crack evolvement analog simulation testing stand |
| CN111812022B (en) * | 2020-06-16 | 2024-04-05 | 重庆大学 | System and method for visualizing three-dimensional strain field of coal and rock under complex geological structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103308383A (en) * | 2012-03-14 | 2013-09-18 | 河南理工大学 | Loadable planar angle-changing analog simulation experiment device and experiment method |
| CN205301303U (en) * | 2016-01-22 | 2016-06-08 | 西安科技大学 | Adjustable angle's middle -size and small -size two -dimentional simulation test test bench |
| CN205426908U (en) * | 2016-03-16 | 2016-08-03 | 河南工程学院 | Automatic rotation type simulation modeling experiment platform |
| CN206038676U (en) * | 2016-09-14 | 2017-03-22 | 西安科技大学 | Physical simulation experimental frame suitable for simulation complex geological condition |
| CN105301222B (en) * | 2015-10-20 | 2017-09-15 | 信阳师范学院 | A kind of rotatable similar material simulation experiment platform and its application method |
-
2016
- 2016-09-14 CN CN201610825255.0A patent/CN106226501B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103308383A (en) * | 2012-03-14 | 2013-09-18 | 河南理工大学 | Loadable planar angle-changing analog simulation experiment device and experiment method |
| CN105301222B (en) * | 2015-10-20 | 2017-09-15 | 信阳师范学院 | A kind of rotatable similar material simulation experiment platform and its application method |
| CN205301303U (en) * | 2016-01-22 | 2016-06-08 | 西安科技大学 | Adjustable angle's middle -size and small -size two -dimentional simulation test test bench |
| CN205426908U (en) * | 2016-03-16 | 2016-08-03 | 河南工程学院 | Automatic rotation type simulation modeling experiment platform |
| CN206038676U (en) * | 2016-09-14 | 2017-03-22 | 西安科技大学 | Physical simulation experimental frame suitable for simulation complex geological condition |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106226501A (en) | 2016-12-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106226501B (en) | A kind of physical simulation experiment frame for being applied to simulation complex geological condition | |
| CN208025080U (en) | The instrument of surveying and mapping tripod being convenient for carrying | |
| CN103353516A (en) | Large movable lateral uplifting composite lading slope physical model test apparatus | |
| CN111122337B (en) | Segment soil pressure model test device and method considering shield tail wall post-grouting influence | |
| CN103063335B (en) | Three-dimensional geological survey testing method of deep portion crustal stress based on loading monitoring data | |
| CN108766178B (en) | Four-dimensional physical simulation experiment platform for large-dip-angle coal seam support and surrounding rock system | |
| CN204575465U (en) | Portable soft layer in-situ direct shear tester | |
| CN104636532A (en) | Hole sealing depth and length determining method for coal mine gas extraction drilled hole | |
| CN207423448U (en) | A kind of dynamic balancing machine structure | |
| CN206038676U (en) | Physical simulation experimental frame suitable for simulation complex geological condition | |
| CN110455171A (en) | A kind of moveable measurement analog simulation roadway surrounding rock wall surface deformation monitoring method | |
| Liang et al. | Time-domain characteristics of overlying strata failure under condition of longwall ascending mining | |
| CN212672857U (en) | Total station | |
| CN103898864A (en) | Assembly type terrain simulation device for hydraulic model test | |
| CN102692490B (en) | Adjustable rotatable trapezoid similar model test apparatus | |
| CN206189817U (en) | Adjustable timber equipment of trying on clothes | |
| CN206573306U (en) | It is a kind of to simulate the experimental rig that class rectangle shield segmented is excavated | |
| CN106290799B (en) | A kind of three dimensional physical analog simulation experiment shelf of angle adjustable | |
| CN206038679U (en) | Adjustable angle's three -dimensional physical simulation experimental frame | |
| CN211874380U (en) | Portable drilling simulation device | |
| CN102156302A (en) | Goaf ground detection method | |
| CN206496718U (en) | A kind of detection ruler for being used to install the foundation ditch of outdoor body-building equipment | |
| CN112213464A (en) | Similar material simulation experiment device and experiment method thereof | |
| CN112664136A (en) | Drilling platform for geological exploration | |
| CN206408659U (en) | Earth excavation slope control chi |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180309 Termination date: 20190914 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |