CN205643019U - Strata displacement model support loading device - Google Patents

Strata displacement model support loading device Download PDF

Info

Publication number
CN205643019U
CN205643019U CN201620307697.1U CN201620307697U CN205643019U CN 205643019 U CN205643019 U CN 205643019U CN 201620307697 U CN201620307697 U CN 201620307697U CN 205643019 U CN205643019 U CN 205643019U
Authority
CN
China
Prior art keywords
way reversing
rigid metal
rock stratum
hydraulic jack
metal post
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
CN201620307697.1U
Other languages
Chinese (zh)
Inventor
马阳升
万志军
张源
张健
毕世科
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.)
China University of Mining and Technology CUMT
Original Assignee
China University of Mining and Technology CUMT
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 China University of Mining and Technology CUMT filed Critical China University of Mining and Technology CUMT
Priority to CN201620307697.1U priority Critical patent/CN205643019U/en
Application granted granted Critical
Publication of CN205643019U publication Critical patent/CN205643019U/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 a strata displacement model support loading device, the device includes by the base, the cavity of frame and front and back backplate formation, set up the simulation rock stratum in the cavity, frame upper portion is equipped with hydraulic cylinder, still include manual hydraulic pump, advancing oil pipe and returning oil pipe of manual hydraulic pump is continuous with two four -way reversing valve's oil inlet and oil return opening respectively, hydraulic cylinder's no pole chamber with have the pole chamber to link to each other with actuator port no. 2 with two four -way reversing valve's actuator port no. 1 respectively, be equipped with manual control valve door and hydraulic pressure gauge on the pipeline that hydraulic cylinder and two four -way reversing valve link to each other, hydraulic cylinder's piston rod lower part is equipped with the rigid metal post, be equipped with the spring pedestal at simulation rock stratum upper surface and the corresponding position of rigid metal post. The utility model discloses can realize doing benefit to the compaction of simulation rock stratum to the continuous load in simulation rock stratum, improve the reliability and the accuracy of experimental result.

Description

A kind of strata movement model support charger
Technical field
This utility model relates to a kind of similar material simulation experiment field, rock stratum, especially relates to a kind of strata movement model support charger.
Background technology
At present, the traditional rock stratum similar material simulation experiment device of laboratory uses hydraulic loading device to provide pressure to simulation rock stratum, and the volume within analog simulation experimental device reaches tens of cubic meter, and the advantage of above-mentioned experiment charger is to save portion of material.But there is the defect of following three aspects: one is in experimentation simultaneously, after the excavation of rock stratum, easily cause pressure head and the disengaging of simulation rock stratum of hydraulic stroker, need the moment of experimenter to observe, cause the waste of manpower;Two is the problem that in experimentation, hydraulic jack and the disengaging simulating rock stratum can cause analog material not to be compacted;Three is to there is certain potential safety hazard.
Summary of the invention
Goal of the invention: the purpose of this utility model is to provide a kind of strata movement model support charger, by this charger, can make the experimenter can observation experiment process round the clock, it is achieved the continuous loading in experimentation.
To achieve these goals, this utility model have employed following technical scheme: a kind of strata movement model support charger, including base, base is provided with frame, before and after's backplate it is provided with about frame, base, frame and front and back form the cavity of opened upper end between backplate, arrange simulation rock stratum in cavity, upper rack is provided with hydraulic jack;Also include hydraulic hand-pump, two position and four-way reversing valves, manual control valve, hydralic pressure gauge, spring pedestal, rigid metal post, hydraulic hand-pump is provided with oil inlet pipe and oil return pipe, the oil-in of oil inlet pipe and two position and four-way reversing valves is connected, the oil return opening of oil return pipe and two position and four-way reversing valves is connected, the rodless cavity of hydraulic jack and the actuator port one of two position and four-way reversing valves are connected, the rod chamber of hydraulic jack and the actuator port two of two position and four-way reversing valves are connected, the pipeline that the rodless cavity of hydraulic jack and the actuator port one of two position and four-way reversing valves are connected is provided with manual control valve and hydralic pressure gauge, the underpart of the piston rod of hydraulic jack is provided with rigid metal post, the position corresponding with rigid metal post at described Imitating rock stratum upper surface is provided with spring pedestal.
Preferably, described rigid metal column end is provided with the hole, location that the piston rod executed with hydraulic jack matches.
Preferably, described spring pedestal includes that compression spring, rigid sleeve and rigid metal sheet, rigid sleeve internal diameter match with rigid metal post external diameter, and at rigid sleeve lower weld rigid metal iron plate, compression spring is placed in rigid sleeve.
Compared with the similar material simulation experiment device of existing rock stratum, this utility model has the advantage that
(1) by the basis of the similar material simulation experiment device of existing rock stratum, add spring pedestal, hydraulic hand-pump and rigid metal post, can realize simulation rock stratum is loaded continuously, be beneficial to simulate the compacting of rock stratum, improve reliability and the accuracy of experimental result;
(2) its simple in construction, easy to operate, uses manpower and material resources sparingly, and using effect is good.
Accompanying drawing explanation
Fig. 1 is the perspective view of the device that strata movement model support of the present utility model loads;
Fig. 2 is the oil circuit connection diagram of hydraulic hand-pump and hydraulic jack;
Fig. 3 is the generalized section of spring pedestal of the present utility model;
Fig. 4 is the top view of spring pedestal of the present utility model;
Fig. 5 is the generalized section of this utility model rigid metal cylinder;
Fig. 6 is the top view of this utility model rigid metal cylinder.
In figure: 1 hydraulic hand-pump;2 oil inlet pipes;3 oil return pipes;4 hydraulic jacks;5 manual control valves;6 hydralic pressure gauges;7 frames;Backplate before and after 8;9 bases;10 spring pedestals;11 rigid metal posts;12 compression springs;13 rigid sleeves;14 rigid metal sheet;15-positions hole;16-two position and four-way reversing valve.
Detailed description of the invention:
Below in conjunction with the accompanying drawings this utility model is done and further explain.
As illustrated in fig. 1 and 2, a kind of strata movement model support charger of the present utility model, including base 9, base 9 is provided with frame 7, frame about 7 is provided with before and after's backplate 8, base 9, frame 7 and front and back form the cavity of opened upper end between backplate 8, arrange simulation rock stratum in cavity, frame 7 top is provided with hydraulic jack 4.nullStrata movement model support charger also includes hydraulic hand-pump 1、Manual control valve 5、Hydralic pressure gauge 6、Spring pedestal 10 and rigid metal post 11,Hydraulic hand-pump 1 is provided with oil inlet pipe 2 and oil return pipe 3,Oil inlet pipe 2 is connected with the oil-in of two position and four-way reversing valves 16,Oil return pipe 3 is connected with the oil return opening of two position and four-way reversing valves 16,The rodless cavity of hydraulic jack 4 and the actuator port one of two position and four-way reversing valves 16 are connected,The rod chamber of hydraulic jack 4 and the actuator port two of two position and four-way reversing valves 16 are connected,The pipeline that the rodless cavity of hydraulic jack 4 and the actuator port one of two position and four-way reversing valves 16 are connected is provided with manual control valve 5 and hydralic pressure gauge 6,The underpart of the piston rod of hydraulic jack 4 is provided with rigid metal post 11,The position corresponding with rigid metal post 11 at described Imitating rock stratum upper surface is provided with spring pedestal 10.
If Fig. 3 is to shown in 6, described rigid metal post 11 end is provided with executes, with hydraulic jack, the hole, location that the piston rod of 4 matches, described spring pedestal 10 includes compression spring 12, rigid sleeve 13 and rigid metal sheet 14, rigid sleeve 13 internal diameter matches with rigid metal post 11 external diameter, at rigid sleeve 13 lower weld rigid metal iron plate 14, compression spring 12 is placed in rigid sleeve 13.
The experimental technique of root strata movement mentioned above model support charger, comprises the following steps:
A, in cavity, lay analog material, and displacement meter is installed, treats that analog material dries, form simulation rock stratum;
B, the piston rod of hydraulic jack 4 is connected with rigid metal post 11, spring pedestal 10 is placed in the underface of each rigid metal post 11;
C, proceed by loading, open manual control valve 5, Non-follow control hydraulic hand-pump 1, making hydraulic oil enter the rodless cavity of hydraulic jack 4 through oil inlet pipe 2, the piston rod of hydraulic jack 4 stretches out and passes through rigid metal post 11 and spring pedestal 10 is pressed down against simulating rock stratum, the deadweight of simulation overlying rock, hydralic pressure gauge is observed in loading procedure, make hydralic pressure gauge 6 display to the pressure reading set, then close manual control valve 5, stop Non-follow control hydraulic hand-pump 1;
D, pull down before and after's backplate 8, simulation roadway excavation, in digging process, there will be the reduction of power between rigid metal post 11 and spring pedestal 10, it should be noted that careful observation, when the reading of hydralic pressure gauge 6 is less than the pressure reading set, open manual control valve 5, open hydraulic hand-pump 1, by oil inlet pipe 2 oil-feed, make the reading of hydralic pressure gauge 6 recover to originally setting reading;
F, record the displacement of whole simulation rock stratum, during observation experiment, simulate being caving of rock stratum;
After g, experiment terminate, two position and four-way reversing valves 16 commutate, the rodless cavity of hydraulic jack 4 and the actuator port two of two position and four-way reversing valves 16 are connected, the rod chamber of hydraulic jack 4 and the actuator port one of two position and four-way reversing valves 16 are connected, open manual control valve 5, open hydraulic hand-pump 1, make hydraulic oil enter the rod chamber of hydraulic jack 4 through oil inlet pipe 2, the piston rod retraction of 4 executed by hydraulic jack, spring pedestal 10 and rigid metal post 11 is removed.
The above is only preferred implementation of the present utility model; it should be pointed out that, for those skilled in the art, on the premise of without departing from this utility model principle; can also make some improvements and modifications, these improvements and modifications also should be regarded as protection domain of the present utility model.

Claims (3)

1. a strata movement model support charger, including base (9), base (9) is provided with frame (7), frame (7) left and right is provided with before and after's backplate (8), base (9), frame (7) and front and back form the cavity of opened upper end between backplate (8), arranging simulation rock stratum in cavity, frame (7) top is provided with hydraulic jack (4);nullIt is characterized in that: also include hydraulic hand-pump (1)、Two position and four-way reversing valves (16)、Manual control valve (5)、Hydralic pressure gauge (6)、Spring pedestal (10)、Rigid metal post (11),Hydraulic hand-pump (1) is provided with oil inlet pipe (2) and oil return pipe (3),Oil inlet pipe (2) is connected with the oil-in of two position and four-way reversing valves (16),Oil return pipe (3) is connected with the oil return opening of two position and four-way reversing valves (16),The rodless cavity of hydraulic jack (4) and the actuator port one of two position and four-way reversing valves (16) are connected,The rod chamber of hydraulic jack (4) and the actuator port two of two position and four-way reversing valves (16) are connected,The pipeline that the rodless cavity of hydraulic jack (4) and the actuator port one of two position and four-way reversing valves (16) are connected is provided with manual control valve (5) and hydralic pressure gauge (6),The underpart of the piston rod of hydraulic jack (4) is provided with rigid metal post (11),The position corresponding with rigid metal post (11) at described simulation rock stratum upper surface is provided with spring pedestal (10).
A kind of strata movement model support charger the most according to claim 1, it is characterised in that: described rigid metal post (11) end is provided with the hole, location (15) that the piston rod with hydraulic jack (4) matches.
A kind of strata movement model support charger the most according to claim 1, it is characterized in that: described spring pedestal (10) includes compression spring (12), rigid sleeve (13) and rigid metal sheet (14), rigid sleeve (13) internal diameter matches with rigid metal post (11) external diameter, in rigid sleeve (13) lower weld rigid metal sheet (14), compression spring (12) is placed in rigid sleeve (13).
CN201620307697.1U 2016-04-13 2016-04-13 Strata displacement model support loading device Expired - Fee Related CN205643019U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620307697.1U CN205643019U (en) 2016-04-13 2016-04-13 Strata displacement model support loading device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620307697.1U CN205643019U (en) 2016-04-13 2016-04-13 Strata displacement model support loading device

Publications (1)

Publication Number Publication Date
CN205643019U true CN205643019U (en) 2016-10-12

Family

ID=57064952

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620307697.1U Expired - Fee Related CN205643019U (en) 2016-04-13 2016-04-13 Strata displacement model support loading device

Country Status (1)

Country Link
CN (1) CN205643019U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105716951A (en) * 2016-04-13 2016-06-29 中国矿业大学 Rock stratum moving model frame loading device and experimental method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105716951A (en) * 2016-04-13 2016-06-29 中国矿业大学 Rock stratum moving model frame loading device and experimental method
CN105716951B (en) * 2016-04-13 2018-07-17 中国矿业大学 Rock stratum moving model frame loading device and experimental method

Similar Documents

Publication Publication Date Title
CN106404549B (en) A kind of supercritical carbon dioxide fracture simulation experimental provision
CN104963673B (en) Visual experimental device for simulating temporary hydraulic fracture plugging of fiber diverter
CN201130176Y (en) High pressure slip-casting pilot model apparatus
CN109681190A (en) Gas well at HTHP cement sheath sealing integrity evaluation system
CN103065538B (en) Indoor drilling accident and well control technology simulation test device
CN103884597B (en) The analogue measurement device and method of coal seam hydraulic fracture induction surrouding rock stress change
CN106840977A (en) Slurry filling imitation device
CN106814016A (en) The analogy method of slurry filling imitation device
CN103398902A (en) Test apparatus for flexible loading and instantaneously unloading of high geostress, and test method
CN108894764A (en) Visualize two-dimentional hydraulic fracture imitative experimental appliance
CN207351871U (en) A kind of grouting for water plugging simulation test device
CN205176021U (en) Tunnelling simulation modeling experiment device
CN106761572A (en) A kind of Multi-functional analog boring test platform and its application method
CN104818983A (en) Physical modeling experiment system and method for oil deposit karst cave collapse and crack closure
CN205643019U (en) Strata displacement model support loading device
CN105716951A (en) Rock stratum moving model frame loading device and experimental method
CN105628526B (en) Dynamic loading hydraulic fracturing rock mechanical test system
CN205538894U (en) A testing system for simulating it influences floor of coal seam gushing water to be adopted
CN205538895U (en) Adopted floor of coal seam gushing water analogue test system that influences
CN212964408U (en) A high-efficient experimental apparatus for rock mechanics triaxial experiment
CN206891872U (en) For simulating the device of mine floor water barrier crack evolution
CN114235585A (en) Coal rock solid-liquid coupling analog simulation experiment device and use method
CN104458064B (en) A kind of pneumatic mounting system of mine pressure analog simulation and control method
CN206129254U (en) Simulation coal layer fracture test permeability system
CN205404524U (en) Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation

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

Granted publication date: 20161012

Termination date: 20200413

CF01 Termination of patent right due to non-payment of annual fee