CN106771050A - The three-dimensional analog simulation experiment excavation system support system of three-dimensional loading - Google Patents
The three-dimensional analog simulation experiment excavation system support system of three-dimensional loading Download PDFInfo
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- CN106771050A CN106771050A CN201611017300.6A CN201611017300A CN106771050A CN 106771050 A CN106771050 A CN 106771050A CN 201611017300 A CN201611017300 A CN 201611017300A CN 106771050 A CN106771050 A CN 106771050A
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- G—PHYSICS
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- 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
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Abstract
The invention discloses a kind of three-dimensional analog simulation experiment excavation system support system of three-dimensional loading, the supporting unit being set up in parallel by multiple is constituted；Supporting unit includes L-shaped supporting base, vertical raising plate and horizontal push plate；Supporting base and vertical raising plate form vertical climbing structure by the slim jacking cylinder or jacking cylinder that are located on the L-shaped horizontal segment of supporting base；Supporting base and horizontal push plate form horizontal push-pull configuration by being located on L-shaped vertical section lateral surface in horizontally disposed slim pipe bending cylinder or pushing tow cylinder, and pipe bending cylinder or pushing tow cylinder are located at supporting base positioned at jacking cylinder or jacking cylinder front.The beneficial effects of the invention are as follows, support system simple structure, compact in design, after being connected with excavation system can conveniently, it is reliable be applied to underground space excavation simulation experiment under three-dimensional loading environment so that process of the test and effect it is directly perceived, also closer to scene.
Description
Technical field
The present invention relates to a kind of ore-rock excavation simulation technology, more particularly to a kind of three-dimensional analog simulation experiment of three-dimensional loading
Excavation system support system.
Background technology
Analog simulation experiment is the laboratory procedure with the theory of similarity, dimensional analysis as theoretical foundation, can effectively be solved
Certainly mine pressure, surrouding rock deformation and movement law in underground space development activity, the research topic such as overlying strata are disrumpent feelings.With its experiment effect
Fruit intuitively advantage and be widely used in the departments such as water conservancy, mining, railway.Although similarity simulation experiment should engineering research neck
With extensive, however, the simulated test in numerous mine pressure, in terms of overlying strata move disrumpent feelings rule focuses mostly in areal model, this
There is different with the three-dimensional stress state residing for live rock stratum.
During coal mining, the disrumpent feelings and its stress distribution of overlying rock is a process for dynamic change, with work
Make the propulsion in face, working face front occurs stress redistribution.In the process, country rock is deformed, moves, destroys, overlying strata
Peak stress also can forward be shifted with the advance of the face, until reaching new stress equilibrium.Development and science and technology with society
Progressive, the mankind are increasing to the exploitation demand of the underground space, however, underground space development process is built more compared with ground
Complexity, is influenceed greatly by geological conditions.Be necessary by three-dimensional analog simulation experimental study and development for tunnel speedy drivage with
The rig for testing of support technology.
Existing three-dimensional analog simulation pilot system promotes the research of underground excavation project to a certain extent, but still
Shortcomings part, topmost shortcoming is exactly that can not carry out mechanization, the visualization of large area to ore bed in process of the test
Exploitation.For example, patent " three-dimensionals of ZL 201210376520.3 loading large-scale three dimensional analog simulation pilot system " discloses a kind of three
To loading large-scale three dimensional analog simulation pilot system, the loading of three-dimensional anisobaric is capable of achieving, while can carry out such as Mine Stope, water
The large-scale dimension such as electric chamber, gas storage in salt caverns Excavation simulation is tested.The development of the rig for testing has obtained certain breakthrough, so
And, for real-time, visualization space mechanization excavation is accomplished by a kind of system adaptable therewith in realizing process of the test.For
This, it is necessary to develop the support system of a kind of simple structure, compact in design, to adapt to space requirement of the excavation simulation to system.
The content of the invention
The purpose of the present invention is aiming at the deficiencies in the prior art, there is provided a kind of three-dimensional analog simulation experiment opening of three-dimensional loading
Digging system support system, the system is made up of the supporting unit that multiple is set up in parallel, and supporting unit is by L-shaped supporting base
Horizontal segment and vertical section are respectively provided with jacking cylinder or jacking cylinder, and pipe bending cylinder or pushing tow cylinder, and oil cylinder or cylinder
Using thin type structure, to form the support system of compact in design, to adapt to the space requirement of excavation simulation, and its simple structure.
For research three-dimensional loading environment under cover stress distribution, disrumpent feelings, face surrounding rock with stress in stope progradation dynamic change
Provided convenience etc. process.
To achieve the above object, the present invention is adopted the following technical scheme that.
A kind of three-dimensional analog simulation experiment excavation system support system of three-dimensional loading, the supporting list being set up in parallel by multiple
Unit's composition；Supporting unit includes L-shaped supporting base, vertical raising plate and horizontal push plate；Supporting base and vertical raising plate are logical
Cross the slim jacking cylinder that is located on the L-shaped horizontal segment of supporting base or jacking cylinder forms vertical climbing structure；Supporting base
With horizontal push plate by being located on L-shaped vertical section lateral surface, and in horizontally disposed slim pipe bending cylinder or pushing tow cylinder shape
Into horizontal push-pull configuration, pipe bending cylinder or pushing tow cylinder are located at supporting base positioned at jacking cylinder or jacking cylinder front.
Using the system of the invention of preceding solution, for being formed after horizontal push plate is connected with the system of excavation
The system that mechanization is excavated, system is being arranged in chamber in the first mining face of imitation specimen, and excavating head is to simulation rock
Layer is carried out along the movable type cutting in face length direction, it is adaptable to the simulation exploitation under the conditions of three-dimensional load test, to obtain
The test data of three-dimensional loading environment Imitating exploitation is obtained, camera is set in system can easily realize visual machine
Tool melts digging.When using, after only need to accordingly being transformed the existing chamber for realizing three-dimensional load test system.Cutting
During cutting, feed of cutter plate forms the cutting that cutting process completes the whole short transverse of working face palisades, and palisades are cut
Bottom surface after cutting forms the extension of just mining face bottom surface, and top surface forms the extension of working face top surface, and support system top surface is located at
Working face top surface lower section, to ensure making smooth advances for support system.Wherein, support system is in the supporting list being set up in parallel by multiple
Unit's composition, the vertical climbing structure of supporting unit is used to be formed the interim fixation of supporting unit, the horizontal push-and-pull knot of supporting unit
Structure is used to elapse excavation system, and forms follow-up of the supporting unit with the system of excavation.It is multiple in systematic procedure is excavated in passage
Supporting unit forms interim fixed simultaneously；During the follow-up of supporting unit, control system can in two ways to supporting list
Unit is controlled, and one is all supporting lists under conditions of excavation system itself is moved by frictional resistance without generation position
Unit follows up simultaneously, to obtain excavation efficiency higher；Another kind is to ensure to excavate system position stabilization during follow-up, by a part
Supporting unit keeps temporal hold state, and then another follow-up excavation system, then formed temporarily by the supporting unit for having followed up
It is fixed, complete the supporting unit follow-up of remainder；Finally, after all supporting units form interim fixation, then carry out next
The excavation of circulation.Because supporting unit is respectively provided with jacking cylinder or jacking by the horizontal segment and vertical section of L-shaped supporting base
Cylinder, and pipe bending cylinder or pushing tow cylinder.To facilitate by hydraulic power or compressed-air power, and utilize control system shape
Into automatically controlling, realize the automatic fixed of support system and automatically terminate stationary state, and then realize excavating the fixation of frame, with
And excavating the automation of frame propulsion, it is ensured that excavation is smoothed out.In addition, oil cylinder or cylinder use slim cylinder structure, to be formed
The support system of compact in design, to adapt to the space requirement of excavation simulation, and its simple structure.
Preferably, the vertical raising plate upper end is connected with overhead guard, and overhead guard is in downward opening rectangle casing structure, is used to
Gear shield is formed to jacking cylinder or jacking cylinder, and pipe bending cylinder or pushing tow cylinder from top and both sides.Oil is reduced or avoided
The sealing position of cylinder or cylinder invades dust probability, reduces the fault rate of oil cylinder or cylinder, improves its service life.Overhead guard is in branch
After protecting system follow-up, overhead guard is connected on excavation frame rear end face, more conducively forms the protection to pipe bending cylinder or pushing tow cylinder.
Meanwhile, abutting relation also is constituted with frame rear end is excavated using overhead guard front end, to form supporting unit follow-up distance and excavation
The equal control of system advance distance.
It is further preferred that the overhead guard rear end is fixedly connected with backboard.Formed to jacking cylinder or top with from rear
The protection of cylinder is risen, protection effect is further improved.
Preferably, two first circular guide pillars are fixedly connected with the vertical raising plate, the first circular guide pillar is slided matches somebody with somebody
Conjunction has the first guide pin bushing, and first guide pin bushing is entrenched on the cylinder body of the jacking cylinder or jacking cylinder.Vertical raising plate is by leading
Post and guide pin bushing form good guidance, it is ensured that vertical raising plate lifting action is reliable, path stabilization.
Preferably, two second circular guide pillars are fixedly connected with the horizontal push plate, the second circular guide pillar is slided matches somebody with somebody
Conjunction has the second guide pin bushing, and second guide pin bushing is entrenched on the cylinder body of the pipe bending cylinder or pushing tow cylinder.Horizontal push plate is by leading
Post and guide pin bushing form good guidance, it is ensured that horizontal push plate moves horizontally reliable in action, path stabilization, so as to be formed to excavating system
The reliable propulsion of system.
The beneficial effects of the invention are as follows, support system simple structure, compact in design, can facilitate after being connected with the system of excavation,
It is reliable to be applied to underground space excavation simulation experiment under three-dimensional loading environment, so that process of the test and effect intuitively, also more connect
It is bordering on scene.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is the right view of Fig. 1 of the present invention.
Specific embodiment
The present invention is further illustrated below in conjunction with the accompanying drawings, but does not therefore limit the present invention to described implementation
Among example scope.
Referring to Fig. 1, Fig. 2, a kind of three-dimensional analog simulation experiment excavation system support system of three-dimensional loading, by multiple arranged side by side
The supporting unit composition of setting；Supporting unit includes L-shaped supporting base 2, vertical raising plate 3 and horizontal push plate 4；Supporting base
2 and vertical raising plate 3 vertical climbing structure is formed by the slim jacking cylinder 5 being located on the L-shaped horizontal segment of supporting base 2；
Supporting base 2 and horizontal push plate 4 by being located on L-shaped vertical section lateral surface, and in the horizontally disposed shape of slim pushing tow cylinder 6
Into horizontal push-pull configuration, pushing tow cylinder 6 is located at supporting base 2 positioned at the front of jacking cylinder 5.Jacking cylinder 5 and pushing tow cylinder 6 are equal
Compressed air source is connected by the hose coupling 1 on respective cylinder body and high-pressure hose.
Wherein, the upper end of vertical raising plate 3 is connected with overhead guard 7, and overhead guard 7 is in downward opening rectangle casing structure, and overhead guard 7
Rear end is fixedly connected with backboard 8, to from top, both sides and jacking cylinder 5 rear side to jacking cylinder 5 and the shape of pushing tow cylinder 6
Protected into gear；Two first circular guide pillars 9 are fixedly connected with vertical raising plate 3, the first circular guide pillar 9 is sliding combined with first and leads
Set 10, first guide pin bushing 10 is entrenched on the cylinder body of jacking cylinder 5；Two second circles are fixedly connected with horizontal push plate 4
Guide pillar 11, the second circular guide pillar 11 is sliding combined with the second guide pin bushing 12, and second guide pin bushing 12 is entrenched in the cylinder body of pushing tow cylinder 6
On.
Jacking cylinder can be respectively adopted for jacking cylinder 5 and pushing tow cylinder 6 in the present embodiment and pipe bending cylinder is substituted, supporting
Unit accordingly provides hydraulic power using Hydraulic Station, and jacking cylinder and pipe bending cylinder are by the hose coupling 1 on respective cylinder body
Hydraulic Station is connected with high-pressure hose.
Preferred embodiment of the invention described in detail above.It should be appreciated that one of ordinary skill in the art without
Need creative work just can make many modifications and variations with design of the invention.Therefore, all technologies in the art
Personnel are available by logical analysis, reasoning, or a limited experiment on the basis of existing technology under this invention's idea
Technical scheme, all should be in the protection domain being defined in the patent claims.
Claims (5)
1. a kind of three-dimensional analog simulation of three-dimensional loading tests excavation system support system, it is characterised in that set side by side by multiple
The supporting unit composition put；The supporting unit includes L-shaped supporting base (2), vertical raising plate (3) and horizontal push plate (4)；
Supporting base (2) and vertical raising plate (3) are by the slim jacking cylinder being located on the L-shaped horizontal segment of supporting base (2) or top
Rise cylinder (5) and form vertical climbing structure；Supporting base (2) and horizontal push plate (4) are by being located at L-shaped vertical section lateral surface
On, and form horizontal push-pull configuration, pipe bending cylinder or pushing tow cylinder in horizontally disposed slim pipe bending cylinder or pushing tow cylinder (6)
(6) supporting base (2) is located at positioned at jacking cylinder or jacking cylinder (5) front.
2. the three-dimensional analog simulation of three-dimensional loading according to claim 1 tests excavation system support system, and its feature exists
Be connected with overhead guard (7) in, vertical raising plate (3) upper end, overhead guard (7) in downward opening rectangle casing structure, to from
Top and both sides form gear shield to jacking cylinder or jacking cylinder (5), and pipe bending cylinder or pushing tow cylinder (6).
3. the three-dimensional analog simulation of three-dimensional loading according to claim 2 tests excavation system support system, and its feature exists
In overhead guard (7) rear end is fixedly connected with backboard (8).
4. the three-dimensional analog simulation experiment excavation system supporting of three-dimensional loading according to any one in claims 1 to 3
System, it is characterised in that two first circular guide pillars (9), the first circular guide pillar are fixedly connected with the vertical raising plate (3)
(9) the first guide pin bushing (10) is sliding combined with, first guide pin bushing (10) is entrenched in the cylinder body of the jacking cylinder or jacking cylinder (5)
On.
5. the three-dimensional analog simulation experiment excavation system supporting system of three-dimensional loading according to claims 1 to 3 any one
System, it is characterised in that two second circular guide pillars (11), the second circular guide pillar are fixedly connected with the horizontal push plate (4)
(11) the second guide pin bushing (12) is sliding combined with, second guide pin bushing (12) is entrenched in the cylinder of the pipe bending cylinder or pushing tow cylinder (6)
On body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611017300.6A CN106771050A (en) | 2016-11-15 | 2016-11-15 | The three-dimensional analog simulation experiment excavation system support system of three-dimensional loading |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201611017300.6A CN106771050A (en) | 2016-11-15 | 2016-11-15 | The three-dimensional analog simulation experiment excavation system support system of three-dimensional loading |
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Citations (5)
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|---|---|---|---|---|
| CN202090874U (en) * | 2011-06-18 | 2011-12-28 | 张春生 | Integrated advance support device for mine speedy drivage |
| CN203925556U (en) * | 2014-04-24 | 2014-11-05 | 泰安百益机械有限公司 | Circulating driving immediate support device |
| CN104612735A (en) * | 2014-12-20 | 2015-05-13 | 曲天智 | Temporary support hydraulic support for tunneling working face |
| CN205578020U (en) * | 2016-03-03 | 2016-09-14 | 辽宁工程技术大学 | Formula of taking a step tunnelling supporting device suitable for hard rock tunnelling |
| CN106096211A (en) * | 2016-07-08 | 2016-11-09 | 山东大学 | A kind of underground engineering confined concrete support system method for designing |
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2016
- 2016-11-15 CN CN201611017300.6A patent/CN106771050A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202090874U (en) * | 2011-06-18 | 2011-12-28 | 张春生 | Integrated advance support device for mine speedy drivage |
| CN203925556U (en) * | 2014-04-24 | 2014-11-05 | 泰安百益机械有限公司 | Circulating driving immediate support device |
| CN104612735A (en) * | 2014-12-20 | 2015-05-13 | 曲天智 | Temporary support hydraulic support for tunneling working face |
| CN205578020U (en) * | 2016-03-03 | 2016-09-14 | 辽宁工程技术大学 | Formula of taking a step tunnelling supporting device suitable for hard rock tunnelling |
| CN106096211A (en) * | 2016-07-08 | 2016-11-09 | 山东大学 | A kind of underground engineering confined concrete support system method for designing |
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Application publication date: 20170531 |
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