CN208206743U - Karst collapse col umn visualizes seepage flow test device - Google Patents
Karst collapse col umn visualizes seepage flow test device Download PDFInfo
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- CN208206743U CN208206743U CN201820684072.6U CN201820684072U CN208206743U CN 208206743 U CN208206743 U CN 208206743U CN 201820684072 U CN201820684072 U CN 201820684072U CN 208206743 U CN208206743 U CN 208206743U
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- karst collapse
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Abstract
Karst collapse col umn visualizes seepage flow test device, and including the infundibulate pedestal being overlapped on bracket, bell mouth is connected with outlet pipe, and the container of strainer is provided with below outlet pipe, and container is placed on electronic balance；The lower steel cylinder of reserved seal groove is connected with equipped with bottom infiltration plate, pedestal top in pedestal, visualization cylinder is embedded in lower steel cylinder, upper part is set with the upper steel cylinder of reserved seal groove, it is equipped with top in upper steel cylinder and seeps plate, it is seeped at top and is equipped with axis pressure loading system above plate, visualization cylinder also passes through water inlet pipe and connects Water hydraulic static pressure loading system；Water pressure acquisition system and flow collection system constitute test macro, and water pressure acquisition system is made of pressure gauge and the data collecting instrument being connected with pressure gauge；Flow collection system includes that electronic balance and the computer terminal being connected with electronic balance are constituted.The device of the utility model realizes the visualization of karst collapse col umn seepage tests overall process, and quantification seepage flow Evolution, so that studying more accurateization to karst collapse col umn.
Description
Technical field
The utility model belongs to the prevention and treatment seepage characteristic research of karst collapse col umn water damage, and in particular to a kind of karst collapse col umn visualization seepage flow
Experimental rig.
Background technique
Karst collapse col umn is as a kind of special geological structure in North China of China, multiple to educate in Ordovician Limestone, Yi Cheng
For vertical conduit pipe, the hydraulic communication between seat earth and Ordovician karst water is formed, and then causes large-scale water inrush accident, gushing water tool
Have hysteresis quality and it is sudden the features such as, be one of casualties and the water disaster type of economic loss most serious, it is difficult to be predicted
And prevention.
Currently, the formation and the extent of injury of Simulation evaluation karst collapse col umn, the method for seepage based on Transient Method and steady state method
It carries out, the test that Transient Method is chiefly used in being difficult to collect fluid flow (or discharge and evaporation capacity close to uniform amount grade) is surveyed
Examination, steady state method are generally used for can collecting the experimental test of fluid flow, in the majority using steady state method during actual evaluation,
But common steady state method evaluating apparatus is all no to use visualization scheme, it during the test can not direct feel percolation path
Migration, loss law with particle, and test operation is not easily controlled.
Summary of the invention
The purpose of the utility model is to provide a kind of karst collapse col umns to visualize seepage flow test device, realizes karst collapse col umn seepage tests
The visualization of overall process, and quantification seepage flow Evolution, so that studying more accurateization to karst collapse col umn.
Karst collapse col umn visualizes seepage flow test device, and including the infundibulate pedestal being overlapped on bracket, the bell mouth of pedestal connects
It is connected to outlet pipe, the container of strainer is provided with below the water outlet of outlet pipe, the container is placed on electronic balance；Institute
The lower steel cylinder for being connected with reserved seal groove in pedestal equipped with bottom infiltration plate, pedestal top is stated, visualization circle is embedded in lower steel cylinder
Cylinder, the visualization cylinder top are set with the upper steel cylinder of reserved seal groove, and top is equipped in upper steel cylinder and seeps plate, seep at top
It is equipped with axis above plate and presses loading system, the visualization cylinder also connects Water hydraulic static pressure loading system by water inlet pipe；This experimental rig
It further include the test macro being made of water pressure acquisition system and flow collection system, the water pressure acquisition system is by being set to
Pressure gauge on water inlet pipe and the data collecting instrument being connected with pressure gauge composition；The flow collection system includes the electricity
Sub- balance and the computer terminal being connected with electronic balance are constituted.
Further, the visualization cylinder is tempered glass material, diameter 200mm, high 400mm.
Further, the aperture of the strainer is 100 mesh.
Further, the axis pressure loading system is load power with MTS815 loading equipemtn, and pressure head acts on setting
On the piston in upper steel cylinder, axis pressure is provided for this experimental rig with this structure.
Further, the Water hydraulic static pressure loading system by supply water water pump, injection pressurizer and for inject pressurizer provide
The oil pump of power resources forms.
The utility model has the beneficial effects that
The visualization of karst collapse col umn seepage tests overall process can be realized by visualizing cylinder, wherein during observation experiment
Percolation path changing rule analyze karst collapse col umn water-resisting ability with the variation of percolation path in conjunction with the observed result of water pressure
Rule, the seepage flow evolution Catastrophe Process of reproducible karst collapse col umn, and the particle migration loss law during observation experiment, in conjunction with
Electronic balance can accurately test the rule of the change in flow in flow event, and then analyze the variable mass flow event of karst collapse col umn, look for
Water Inrush From Karstic Collapse Columns catastrophic criterion out.
By the water pressure acquisition system and flow collection system of setting, can quantification seepage flow Evolution so that right
Karst collapse col umn studies more accurateization.
Detailed description of the invention
Fig. 1 karst collapse col umn visualizes seepage flow test device cross-sectional view of the structure；
In figure, 1, bracket, 2, pedestal, 3, bottom infiltration plate, 4, seal groove, 5, visualization cylinder, 6, top infiltration plate, 7, upper steel
Cylinder, 8, piston, 9, pressure gauge, 10, water inlet pipe, 11, injection pressurizer, 12, lower steel cylinder, 13, outlet pipe, 14, strainer, 15, appearance
Device, 16, electronic balance.
Specific embodiment
The utility model is described in further detail with attached drawing combined with specific embodiments below.
Embodiment
Karst collapse col umn visualizes seepage flow test device, including the infundibulate pedestal 2 being overlapped on bracket 1, designs funneling
It is to influence experimental test in order to avoid particle loss causes bottom seepage channel to block, the bell mouth of pedestal 2 is connected with water outlet
Pipe 13, the water outlet lower section of outlet pipe 13 are provided with the container 15 of 100 mesh filter screens 14, which is used to collect being lost
Grain；The container 15 is placed on electronic balance 16, and electronic balance 16 is connected with computer terminal constitutes flow collection system, by electricity
Sub- balance 16 test outflow water changes with time rule, and is converted into flow velocity, shows on computers；
Bottom is equipped in the pedestal 2 to seep plate 3, be connected with the lower steel cylinder 12 of reserved seal groove 4, device on pedestal top
In assembling process, the hermetic seal item of water-swellable is placed in seal groove 4 to be sealed, be embedded in lower steel cylinder 12 visual
Change cylinder 5, which is tempered glass material, diameter 200mm, high 400mm, 5 top of the visualization cylinder set
Upper steel cylinder 7 equipped with reserved seal groove 4 is equipped with top in upper steel cylinder 7 and seeps plate 6, seeps at top and is equipped with axis pressure load above plate 6
System, the axis pressure loading system are load power with MTS815 loading equipemtn, and pressure head, which acts on, to be arranged in upper steel cylinder 7
On piston 8, axis pressure is provided for this experimental rig with this structure；
The visualization cylinder 5 also connects Water hydraulic static pressure loading system by water inlet pipe 10, and the Water hydraulic static pressure loading system is by supplying water
Water pump, injection pressurizer 11 and the oil pump for providing power resources for injection pressurizer form.
Displacement of the axis pressure loading system to control sample, Water hydraulic static pressure loading system control water inlet hydraulic pressure；
This experimental rig further includes water pressure acquisition system, the pressure gauge 9 by being set on water inlet pipe 10 and with pressure
Hydraulic pressure at the top of the device measured is sent to data collecting instrument by the connected data collecting instrument composition of power table, pressure gauge.
When being tested, it is put into karst collapse col umn sample (fragmented rock body of different-grain diameter) point 3 preparations and at the top of device,
Purpose in three times is the uniformity in order to guarantee the sample of cylinder interior；After adding sample, add first with axis pressure loading system
Then axis pressure is added hydraulic pressure (test parameters is shown in Table 1) with Water hydraulic static pressure loading system, while being observed using Digital photographic measurement system
The percolation path of water flow and the Transport of particle, and collected in water outlet and be lost particle, in order to preferably show test effect,
Water flow and sample can first be done into dyeing processing, then be tested；After the hydraulic pressure effect by certain time length, closes hydraulic pressure and add
Loading system can close osmotic system, then by the particle in point 3 collection devices of top to bottom, by device particle and
Weighing is respectively dried in the particle of loss.
The test parameters of 1 karst collapse col umn seepage characteristic changing rule of table
| Axis pressure/MPa | 1 | 2 | 3 | 4 | 5 |
| Hydraulic pressure/MPa | 0.5 | 1 | 1.5 | 2 | 2.5 |
| Duration/h | 0.5 | 1 | 2 | 4 | 8 |
Claims (5)
1. karst collapse col umn visualizes seepage flow test device, which is characterized in that including the infundibulate pedestal (2) being overlapped on bracket (1),
The bell mouth of pedestal (2) is connected with outlet pipe (13), and the container of strainer (14) is provided with below the water outlet of outlet pipe (13)
(15), the container (15) is placed on electronic balance (16)；It is equipped with bottom in the pedestal (2) and seeps plate (3), pedestal top
It is connected with the lower steel cylinder (12) of reserved seal groove (4), visualization cylinder (5), the visualization circle are embedded in lower steel cylinder (12)
Cylinder (5) top is set with the upper steel cylinder (7) of reserved seal groove (4), and top is equipped in upper steel cylinder (7) and seeps plate (6), seeps at top
It is equipped with axis above plate (6) and presses loading system, the visualization cylinder (5) also connects Water hydraulic static pressure loading system by water inlet pipe (10)；
This experimental rig further includes the test macro being made of water pressure acquisition system and flow collection system, water pressure acquisition system
System is made of the pressure gauge (9) being set on water inlet pipe (10) and the data collecting instrument being connected with pressure gauge (9)；The flow
Acquisition system includes that the electronic balance (16) and the computer terminal being connected with electronic balance (16) are constituted.
2. karst collapse col umn as described in claim 1 visualizes seepage flow test device, which is characterized in that the visualization cylinder (5)
For tempered glass material, diameter 200mm, high 400mm.
3. karst collapse col umn as described in claim 1 visualizes seepage flow test device, which is characterized in that the aperture of the strainer (14)
For 100 mesh.
4. karst collapse col umn as described in claim 1 visualizes seepage flow test device, which is characterized in that the axis pressure loading system with
MTS815 loading equipemtn is load power, and pressure head, which acts on, to be arranged on the piston (8) in upper steel cylinder (7), is with this structure
This experimental rig provides axis pressure.
5. karst collapse col umn as described in claim 1 visualizes seepage flow test device, which is characterized in that the Water hydraulic static pressure loading system by
Water pump, injection pressurizer (11) and the oil pump for providing power resources for injection pressurizer of water supply form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820684072.6U CN208206743U (en) | 2018-05-09 | 2018-05-09 | Karst collapse col umn visualizes seepage flow test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820684072.6U CN208206743U (en) | 2018-05-09 | 2018-05-09 | Karst collapse col umn visualizes seepage flow test device |
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| Publication Number | Publication Date |
|---|---|
| CN208206743U true CN208206743U (en) | 2018-12-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820684072.6U Expired - Fee Related CN208206743U (en) | 2018-05-09 | 2018-05-09 | Karst collapse col umn visualizes seepage flow test device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109932295A (en) * | 2018-05-09 | 2019-06-25 | 河南理工大学 | Karst collapse col umn visualizes seepage flow test device |
| WO2020192295A1 (en) * | 2019-03-28 | 2020-10-01 | 青岛理工大学 | Device for testing water absorption of concrete in direction parallel with load bearing action, and method |
-
2018
- 2018-05-09 CN CN201820684072.6U patent/CN208206743U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109932295A (en) * | 2018-05-09 | 2019-06-25 | 河南理工大学 | Karst collapse col umn visualizes seepage flow test device |
| WO2020192295A1 (en) * | 2019-03-28 | 2020-10-01 | 青岛理工大学 | Device for testing water absorption of concrete in direction parallel with load bearing action, and method |
| US11680884B2 (en) | 2019-03-28 | 2023-06-20 | Qingdao university of technology | Apparatus and a method for testing water absorption of concrete in a direction parallel with a load applying direction |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181207 |