CN217033537U - Novel indoor concealed pipe permeation and drainage simulation device - Google Patents
Novel indoor concealed pipe permeation and drainage simulation device Download PDFInfo
- Publication number
- CN217033537U CN217033537U CN202220686657.8U CN202220686657U CN217033537U CN 217033537 U CN217033537 U CN 217033537U CN 202220686657 U CN202220686657 U CN 202220686657U CN 217033537 U CN217033537 U CN 217033537U
- Authority
- CN
- China
- Prior art keywords
- base
- pipe
- pipe column
- water tank
- simulation
- 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.)
- Active
Links
Images
Landscapes
- Examining Or Testing Airtightness (AREA)
Abstract
The utility model discloses a novel indoor concealed pipe permeation and drainage simulation device, which comprises a base, wherein a simulation pipe column is installed at the top of the base, a pressure measuring pipe fixing plate and a vertical frame are respectively arranged on two sides of the simulation pipe column, the fixing plate and the vertical frame are fixedly installed at the top of the base, the simulation pipe column comprises a bottom pipe column fixedly installed at the top of the base, an upper pipe column made of glass fiber reinforced plastic is installed at the top of the bottom pipe column through a flange plate matching bolt, a flange plate sealing cover is installed at the top end of the upper pipe column, a plurality of openings are formed in the outer sides of the bottom pipe column and the upper pipe column, rubber hoses are connected to the plurality of openings through rubber seals, and the plurality of rubber hoses are communicated with a plurality of pressure measuring pipes installed on the front side of the pressure measuring pipe fixing plate, and the utility model comprises: the device can seal through rubber and seal trompil connection rubber hose, or open rubber and seal two kinds of different modes of installation hidden tube, can realize indoor earth pillar infiltration and two kinds of experiments of simulation hidden tube drainage respectively, improves the device's practicality.
Description
Technical Field
The utility model relates to the technical field of seepage drainage simulation, in particular to a novel indoor concealed pipe seepage drainage simulation device.
Background
With the development of underground drainage, more and more researchers use indoor soil column tests, complete or incomplete underground model tests to perform related research. However, the problems of difficulty in visual monitoring, large occupied area of a model, more soil and water consumption, large consumption of manpower and material resources, inaccurate measurement result and the like still exist in various conventional test devices.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel indoor concealed pipe permeation and drainage simulation device to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a novel indoor concealed pipe permeation and drainage simulation device comprises a base, wherein a simulation pipe column is installed at the top of the base, a pressure measuring pipe fixing plate and a vertical frame are respectively arranged on two sides of the simulation pipe column, and the fixing plate and the vertical frame are both fixedly installed at the top of the base;
the simulation tubular column includes the base pipe post of fixed mounting at the base top, the top of base pipe post is passed through ring flange cooperation bolt and is installed the top tube column of glass steel material, go up the top of tubular column and install the ring flange closing cap, a plurality of trompils have all been seted up in the outside of base pipe post and last tubular column, and a plurality of trompils are through rubber sealing connection with rubber hose, many rubber hose and the positive many piezometer pipes intercommunication of installing in the piezometer pipe fixed plate.
As a preferable scheme of the utility model: and a plurality of scale mark marks are carved on the front surface of the pressure measuring pipe fixing plate at equal intervals.
As a preferred scheme of the utility model: two guide chutes are installed on the front surface of the vertical frame, a water tank is arranged between the two guide chutes, two sides of the water tank are connected with the guide chutes in a sliding mode through sliding blocks, a water outlet end at the bottom of the water tank is communicated with a connector at the top of the flange plate sealing cover through a pipeline, and a plurality of overflow pipes are installed on one side of the water tank at equal intervals.
As a preferred scheme of the utility model: the top of water tank still is equipped with elevating system, elevating system is including installing two pulleys at the grudging post top, and two outside windings of pulley have wire rope, wire rope one end and the top fixed connection of water tank, wire rope's the other end is connected with the hoist engine, the hoist engine is installed in the outside of base, manual rocker is installed to the axis of rotation of hoist engine.
As a preferable scheme of the utility model: the top of the base is also provided with a control switch, and one end inside the base is provided with a peristaltic pump.
As a preferred scheme of the utility model: the water outlet end of the peristaltic pump is communicated with the water inlet of the water tank through a pipeline, the water inlet end of the peristaltic pump is communicated with an external water source through a peristaltic pump water inlet pipe, and the peristaltic pump is electrically connected with an external power supply through a control switch.
Compared with the prior art, the utility model has the beneficial effects that:
1) the device can be connected with the rubber hose through sealing the open hole by the rubber seal, or open the rubber seal to install the hidden pipe, so that two tests of indoor earth pillar penetration and simulation of hidden pipe drainage can be respectively realized, and the practicability of the device is improved;
2) but the device is equipped with height-adjusting's water tank cooperation pressure-measuring pipe, makes test scheme diversified, the test result is directly perceived, the process of the test is simplified etc, and the device itself is equipped with peristaltic pump, can make in water evenly flows into the water tank, again through the pipeline with water injection device's simulation tubular column thoroughly, make the even soil top layer of spilling in the tubular column of rivers, avoided inhomogeneous watering to make soil produce anisotropy to effectively improve measuring result's accuracy nature.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic side view of the present invention.
In the figure: 1. a base; 11. a roller; 12. a control switch; 2. simulating a pipe column; 21. a bottom tubular string; 22. putting a pipe column; 23. a flange plate sealing cover; 24. sealing with rubber; 25. concealed pipe; 26. a rubber hose; 27. an outlet pipe interface; 3. a pressure measuring pipe fixing plate; 31. a piezometric tube; 32. scale mark identification; 4. erecting a frame; 41. a guide chute; 5. a water tank; 51. an overflow pipe; 6. a lifting mechanism; 61. a pulley; 62. a winch; 63. a manual rocker; 64. a wire rope; 7. a peristaltic water pump; 71. and a peristaltic pump water inlet pipe.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.
Example 1
Referring to fig. 1-2, the present invention provides a technical solution: a novel indoor concealed pipe permeation and drainage simulation device comprises a base 1, a plurality of idler wheels 11 are installed at the bottom of the base 1, the device is convenient to move through the arranged idler wheels 11, a simulation pipe column 2 is installed at the top of the base 1, a piezometer pipe fixing plate 3 and a vertical frame 4 are respectively arranged on two sides of the simulation pipe column 2, the fixing plate 3 and the vertical frame 4 are both fixedly installed at the top of the base 1, the simulation pipe column 2 comprises a bottom pipe column 21 fixedly installed at the top of the base 1, an upper pipe column 22 made of glass fiber reinforced plastic is installed at the top of the bottom pipe column 21 through flange plate matching bolts, a flange plate sealing cover 23 is installed at the top end of the upper pipe column 22, a plurality of open holes are formed in the outer sides of the bottom pipe column 21 and the upper pipe column 22, rubber hoses 26 are connected with rubber hoses 26 through rubber seals 24, and the rubber hoses 26 are communicated with a plurality of piezometer pipes 31 installed on the front side of the piezometer pipe fixing plate 3, an outlet pipe connector 27 is further installed on one side of the bottom pipe column 21, and the opening or closing of the outlet pipe connector 27 can simulate a free drainage boundary or a water-resisting boundary respectively and be used for measuring the flow at the free drainage boundary or the water-resisting boundary.
Specifically, simulation tubular column 2 adopts the tubular column installation of two segmentations to constitute, effectively makes things convenient for the experimenter to load soil in the simulation tubular column 2, and the last tubular column 22 of transparent glass steel material can make things convenient for the experimenter to observe the water condition in the infiltration soil.
In this embodiment: the front face of the pressure measuring pipe fixing plate 3 is provided with a plurality of scale mark marks 32 at equal intervals.
Specifically, the water quantity and the water pressure permeated into the soil at different depths can be observed and judged by matching the set scale mark 32 with the pressure measuring pipe 31.
In this embodiment: two guide chutes 41 are installed on the front surface of the vertical frame 4, a water tank 5 is arranged between the two guide chutes 41, two sides of the water tank 5 are slidably connected with the guide chutes 41 through sliding blocks, a water outlet end at the bottom of the water tank 5 is communicated with a joint at the top of the flange sealing cover 23 through a pipeline, and a plurality of overflow pipes 51 are installed on one side of the water tank 5 at equal intervals.
Specifically, can be with the even soil top layer of spilling in the tubular column of water through the 5 cooperation pipelines of water tank that set up, avoided inhomogeneous watering to make soil produce anisotropy to effectively improve measuring result's accuracy nature, overflow pipe 51 through setting up can be to the discharge of the inside unnecessary water of water tank 5, make the inside water yield that can remain stable of water tank 5.
In this embodiment: the top of water tank 5 still is equipped with elevating system 6, and elevating system 6 is including installing two pulleys 61 at grudging post 4 top, and two outside windings of pulley 61 have wire rope 64, and wire rope 64 one end and the top fixed connection of water tank 5, the other end of wire rope 64 are connected with hoist 62, and hoist 62 installs in the outside of base 1, and manual rocker 63 is installed to hoist 62's axis of rotation.
Specifically, the experimenter can rotate through rotating the axis of rotation that manual rocker 63 drove hoist engine 62, utilize hoist engine 62 to realize then receiving and releasing wire rope 64, and can drive water tank 5 when wire rope 64 receives and releases the wire and utilize the slider to slide in direction spout 41, realize the fixed height adjustment to water tank 5, and through the fixed height adjustment to water tank 5, can change the velocity of flow of injection tubular column water-logging, better different experiment demands of being applicable to.
In this embodiment: control switch 12 is still installed at the top of base 1, and peristaltic pump 7 is installed to the inside one end of base 1, and the water outlet end of peristaltic pump 7 passes through the water inlet intercommunication of pipeline and water tank 5, and peristaltic pump 7's the end of intaking passes through peristaltic pump inlet tube 71 and external water source intercommunication, and peristaltic pump 7 passes through control switch 12 and external power supply electric connection.
Specifically, the peristaltic pump 7 can be controlled through the arranged control switch 12, and the peristaltic pump 7 is matched with a pipeline to supplement water to the water tank 5, so that the experiment can be smoothly and stably carried out.
It is specific, when carrying out indoor earth pillar permeation test, 2 inside packing of simulation tubular column can be for filter material and soil, utilize six sites that simulation tubular column 2 is connected respectively to six rubber hose 26, then be connected six pressure-measuring pipes 31 and six rubber hose 26, rethread 5 cooperation pipelines of water tank can be with the even soil or the filter material top layer of spilling in the tubular column of water, recycle the principle of linker, water in infiltration soil or the filter material can flow in the pressure-measuring pipe 31, rethread scale mark 32 can be to different degree of depth soil or filter material in infiltration water yield and water pressure observe the judgement.
Example 2
In the incomplete concealed pipe drainage test, the rubber seal 24 can be taken out, then the concealed pipe 26 is placed in the opening, soil is filled in the simulation pipe column 2, the filter material and the like are arranged around the concealed pipe 26, then the water can be uniformly sprayed on the soil or the filter material surface layer in the pipe column through the water tank 5 matched pipeline, personnel can visually observe the concealed pipe 26 drainage at different heights, and then the drainage test is realized.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes, modifications, equivalents, and improvements may be made without departing from the spirit and scope of the utility model.
Claims (6)
1. The utility model provides a novel indoor hidden pipe infiltration drainage simulation device, includes base (1), its characterized in that: the simulation pipe column (2) is installed at the top of the base (1), a pressure measuring pipe fixing plate (3) and a vertical frame (4) are respectively arranged on two sides of the simulation pipe column (2), and the fixing plate (3) and the vertical frame (4) are fixedly installed at the top of the base (1);
simulation tubular column (2) are including base tubular column (21) of fixed mounting in base (1) top, the top of base tubular column (21) is passed through ring flange cooperation bolt and is installed last tubular column (22) of glass steel material, go up the top of tubular column (22) and install ring flange closing cap (23), a plurality of trompils have all been seted up in the outside of base tubular column (21) and top tubular column (22), and a plurality of trompils seal (24) through rubber and are connected with rubber hose (26), many rubber hose (26) and install in the positive many pressure-measuring pipes (31) intercommunication of pressure-measuring pipe fixed plate (3).
2. The novel indoor concealed pipe permeation and drainage simulation device according to claim 1, is characterized in that: and a plurality of scale mark marks (32) are carved on the front surface of the pressure measuring pipe fixing plate (3) at equal intervals.
3. The novel indoor concealed pipe permeation and drainage simulation device according to claim 1, wherein: two direction spout (41) are installed in the front of grudging post (4), are equipped with water tank (5) between two direction spout (41), slider and direction spout (41) sliding connection are passed through to the both sides of water tank (5), the water outlet end of water tank (5) bottom passes through the pipeline and communicates with the joint at ring flange closing cap (23) top, many overflow pipes (51) are installed to one side equidistance of water tank (5).
4. The novel indoor concealed pipe permeation and drainage simulation device according to claim 3, wherein: the top of water tank (5) still is equipped with elevating system (6), elevating system (6) are including installing two pulleys (61) at grudging post (4) top, and two pulleys (61) outside winding have wire rope (64), the top fixed connection of wire rope (64) one end and water tank (5), the other end of wire rope (64) is connected with hoist engine (62), install in the outside of base (1) hoist engine (62), manual rocker (63) are installed to the axis of rotation of hoist engine (62).
5. The novel indoor concealed pipe permeation and drainage simulation device according to claim 3, wherein: the top of base (1) still installs control switch (12), peristaltic pump (7) are installed to the inside one end of base (1).
6. The novel indoor concealed pipe permeation and drainage simulation device according to claim 5, is characterized in that: the water outlet end of the peristaltic pump (7) is communicated with the water inlet of the water tank (5) through a pipeline, the water inlet end of the peristaltic pump (7) is communicated with an external water source through a peristaltic pump water inlet pipe (71), and the peristaltic pump (7) is electrically connected with an external power supply through a control switch (12).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220686657.8U CN217033537U (en) | 2022-03-28 | 2022-03-28 | Novel indoor concealed pipe permeation and drainage simulation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220686657.8U CN217033537U (en) | 2022-03-28 | 2022-03-28 | Novel indoor concealed pipe permeation and drainage simulation device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217033537U true CN217033537U (en) | 2022-07-22 |
Family
ID=82413596
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202220686657.8U Active CN217033537U (en) | 2022-03-28 | 2022-03-28 | Novel indoor concealed pipe permeation and drainage simulation device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217033537U (en) |
-
2022
- 2022-03-28 CN CN202220686657.8U patent/CN217033537U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110681685A (en) | Polluted site soil-underground water integrated simulation restoration device and method | |
CN108732331A (en) | A kind of device tested with the soil water, vapour, heat, salt simultaneous transport for unsaturation | |
CN207133082U (en) | A kind of sample collecting apparatus for groundwater monitoring well | |
WO2023221373A1 (en) | Rock mass fracture grouting test method for researching different grouting materials and grouting pressures | |
CN209292981U (en) | A kind of water conservancy gate convenient for dredging | |
CN115266233A (en) | Portable intelligent low-disturbance sampling equipment | |
KR102386266B1 (en) | Sampling Apparatus for Underground Water | |
CN217033537U (en) | Novel indoor concealed pipe permeation and drainage simulation device | |
CN108570961A (en) | Sea bed simulation loop sink | |
CN202057373U (en) | Testing device for gas flow from boreholes in water-rich coal seam | |
CN106404463A (en) | Water sampler and water sampling method | |
CN211777390U (en) | Simulation experiment device is invaded to irregular air water boundary individual well water | |
CN204849713U (en) | Simple and easy distribution structure | |
CN210005302U (en) | Bottom mud sampling device for farmland drainage ditch | |
CN110907225B (en) | Underground water high-fidelity sampling system and sampling method | |
CN110887954A (en) | Physical simulation experiment device and method capable of controlling soil cave forming process | |
CN103526799B (en) | Telescopic selective water taking device | |
CN217006857U (en) | Automatic change soil dyeing spike experimental apparatus | |
CN205908846U (en) | Water discharging machine with slag discharged automatically | |
CN110044410B (en) | Intelligent single-hole water pumping and injecting instrument | |
CN115901352A (en) | Safety monitoring equipment and method for chemical industry park | |
CN114577537A (en) | A stratified sampling device for groundwater water quality monitoring | |
CN214169178U (en) | Model device for simulating rainstorm working condition deep foundation pit groundwater level change | |
CN212432640U (en) | Portable water sample collection system | |
CN207700139U (en) | Sea bed simulation loop sink |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |