CN207882029U - A kind of infiltration device for preparation of soil sample experiment - Google Patents
A kind of infiltration device for preparation of soil sample experiment Download PDFInfo
- Publication number
- CN207882029U CN207882029U CN201820234177.1U CN201820234177U CN207882029U CN 207882029 U CN207882029 U CN 207882029U CN 201820234177 U CN201820234177 U CN 201820234177U CN 207882029 U CN207882029 U CN 207882029U
- Authority
- CN
- China
- Prior art keywords
- layer
- infiltration
- upper layer
- water
- soil sample
- 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
Landscapes
- Sampling And Sample Adjustment (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
Pressure-bearing panel, support plate, upper layer infiltration orifice plate and lower layer's infiltration orifice plate four-layer structure a kind of to be used for the infiltration device of preparation of soil sample experiment, including be arranged from top to bottom.When work, geotextiles are laid between orifice plate is seeped water on inlet opening, drainage channel, pressure-bearing panel and upper layer, water is made uniformly to penetrate into the osculum of upper layer；One layer of geotextiles are laid in water storehouse bottom, one layer of layer of sand are covered in geotextiles, the water that guarantee upper layer osculum flows down is even into lower layer's osculum.It flattens the soil body and is laid with layer of sand and geotextiles on the soil body, fixed device is lain in a horizontal plane on soil sample, heap loads, repeat to inject institute's water requirement into inlet opening until experiment is completed.Due to the use of four-layer structure and include support plate and cushion cap, it may be implemented in the process to seep water under heavy burden pressurized conditions, avoid influence of the loading and unloading to model resistance to shear of soil path, and multiple inlet openings, upper layer osculum, drainage channel and lower layer's osculum are uniformly distributed, and ensure that water uniformly enters the uniformity for being seeped into soil sample and making molding soil sample.
Description
Technical field
The utility model is related to soil test fields, and in particular to a kind of infiltration device for soil sample test.
Background technology
Prepare a kind of important means that the uniform manipulated soil of sample is the physico-mechanical properties experiment for conducting a research native.But specially
Door is carried out at the same time the research for preparing manipulated soil for pressurization of bearing a heavy burden with infiltration not yet to be occurred.Meanwhile how to ensure that water uniformly infiltrates
The a great problem for always perplexing experimenter, causes test error larger or even test failure.
Invention content
In order to overcome the defect of the above-mentioned prior art, the purpose of this utility model is to provide one kind to try for the preparation of soil sample
The infiltration device tested can realize the process to seep water to the model soil body under heavy burden pressurized conditions；It is equal that the arrangement achieves water simultaneously
In the even infiltration soil body；To ensure that the uniformity for preparing sample；Due to preparing soil sample using persistent pressure one-pass molding
Method avoids the error that complicated stress environment carrys out test tape.
In order to achieve the above object, the technical solution of the utility model is realized in：One kind is tried for the preparation of soil sample
The infiltration device tested, including be arranged from top to bottom pressure-bearing panel, support plate, upper layer infiltration orifice plate and lower layer infiltration four layers of orifice plate
Structure, the pressure-bearing panel are surrounded by inlet opening, and the support plate is hollow, is equipped on the supporting plate corresponding with pressure-bearing panel
Inlet opening, upper layer infiltration orifice plate is equipped with inlet opening corresponding with pressure-bearing panel and support plate, the upper layer water seepage hole
Plate is equipped with drainage channel anyhow staggeredly, and upper layer osculum, lower layer's infiltration orifice plate are equipped in drainage channel intersection
It is equipped with lower layer corresponding with upper layer osculum osculum.
It is additionally provided with the cushion cap for being used to support top pressure-bearing panel in the middle part of the upper layer infiltration orifice plate.
The cushion cap is five or more.
The inlet opening is eight or more.
The drainage channel is 12 or more.
The pressure-bearing panel, support plate, upper layer infiltration orifice plate and lower layer's infiltration orifice plate corner location respectively lay two pin holes,
Whole device is locked by pin and screw.
The utility model is due to the use of four-layer structure and includes support plate, the mistake that can be seeped water under heavy burden pressurized conditions
Journey, avoids influence of the loading and unloading to model resistance to shear of soil path, and thicker poly (methyl methacrylate) plate can bear overlying load completely
Weight, make side pressure marginal not water make remoulded sample process be achieved, have it is solid and reliable, durable, water filling facilitates fast
The advantages of victory quickly improves experiment progress and working efficiency, significantly reduces labor intensity.
Due to the use of cushion cap, the characteristics of being seeped water under heavy burden pressurized conditions is reached, has avoided loading and unloading
Influence to model resistance to shear of soil path.
It due to the use of multiple inlet openings, upper layer osculum, drainage channel and lower layer's osculum, and is uniformly distributed, ensure that
Water uniformly enters the uniformity for being seeped into soil sample and making molding soil sample.
Description of the drawings
Fig. 1 is the schematic diagram of the utility model.
Fig. 2 is the utility model layered structure schematic diagram.
Wherein：1- pressure-bearing panels；2- slots；The inlet openings 3-；4- support plates；Seep water orifice plate on the upper layers 5-；6- cushion caps；On 7-
Layer osculum；8- drainage channels；9- lower layers infiltration orifice plate；10- water storehouses；11- lower layers osculum.
Specific implementation mode
Narration in detail is made to the structural principle of the utility model and operation principle below in conjunction with the accompanying drawings.
The structural principle of the utility model is：Referring to Fig. 1, a kind of infiltration device for preparation of soil sample experiment, referring to figure
2, including pressure-bearing panel 1, support plate 4, upper layer infiltration orifice plate 5 and lower layer seep water 9 four-layer structure of orifice plate, wherein pressure-bearing panel 1 lead
Play the role of bearing top loading and by inlet opening 3 from the extraneous water delivery in device；Support plate 4 is by top pressure-bearing panel
The 1 a part of pressure transmitted is transmitted to upper layer infiltration orifice plate 5, lays one layer of geotextiles at middle part when use, inlet opening 3 is made to inject
Water is uniformly diffused into each position；Upper layer infiltration orifice plate 5 bears the pressure on top by the support side plate and cushion cap 6 on four sides,
And geotextiles are laid in drainage channel 8, ensure that water uniformly migrates in each upper layer osculum 7, passes through upper layer osculum 7
It delivers water into substructure；Lower layer's infiltration orifice plate 9 bears upper pressure by the support side plate on four sides, and middle part reserves one
Water storehouse 10 penetrates into water in the model soil body to store certain water, by lower layer's osculum 11；In each structure identical bits
It sets place and lays pin hole 2, whole device is fixed using pin and screw.
The operation principle of the utility model is：
Geotextiles are laid between orifice plate 5 is seeped water on inlet opening 3, drainage channel 8, pressure-bearing panel 1 and upper layer, keep water uniform
It penetrates into the osculum of upper layer；One layer of geotextiles are laid in 10 bottom of water storehouse, one layer of layer of sand is covered in geotextiles, ensures upper layer row
The water that water hole 7 flows down is even into lower layer's osculum 11；It flattens the soil body and is laid with sand bedding course and geotextiles on the soil body, it will
Fixed device is lain in a horizontal plane on soil sample, heap loads；The time repeats to inject institute's water requirement into inlet opening 3 according to plan
Until experiment is completed, simultaneously withdrawing device is unloaded.
By changing the size of device, can also use it for needing uniformly oozing into the lower part soil body under heavy burden pressurized conditions
In the different model tests of this function of water.
Claims (6)
1. a kind of infiltration device for preparation of soil sample experiment, which is characterized in that including the pressure-bearing panel being arranged from top to bottom
(1), support plate (4), upper layer infiltration orifice plate (5) and lower layer's infiltration orifice plate (9) four-layer structure, pressure-bearing panel (1) surrounding are set
It is hollow to have inlet opening (3), the support plate (4), and inlet opening corresponding with pressure-bearing panel (1) is equipped in support plate (4)
(3), the upper layer infiltration orifice plate (5) is equipped with inlet opening (3) corresponding with pressure-bearing panel (1) and support plate (4), the upper layer
The orifice plate (5) that seeps water is equipped with drainage channel (8) anyhow staggeredly, and in drainage channel (8), intersection is equipped with upper layer osculum
(7), lower layer's infiltration orifice plate (9) is equipped with lower layer corresponding with upper layer osculum (7) osculum (11).
2. a kind of infiltration device for preparation of soil sample experiment according to claim 1, which is characterized in that ooze on the upper layer
It is additionally provided with the cushion cap (6) for being used to support top pressure-bearing panel (1) in the middle part of water hole plate (5).
3. a kind of infiltration device for preparation of soil sample experiment according to claim 2, which is characterized in that the cushion cap
(6) it is five or more.
4. a kind of infiltration device for preparation of soil sample experiment according to claim 1, which is characterized in that the inlet opening
(3) it is eight or more.
5. a kind of infiltration device for preparation of soil sample experiment according to claim 1, which is characterized in that the draining is logical
Road (8) is 12 or more.
6. a kind of infiltration device for preparation of soil sample experiment according to claim 1, which is characterized in that the pressure-bearing surface
Plate (1), support plate (4), upper layer infiltration orifice plate (5) and lower layer's infiltration orifice plate (9) corner location respectively lay two pin holes, pass through pin
Nail locks whole device with screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820234177.1U CN207882029U (en) | 2018-02-09 | 2018-02-09 | A kind of infiltration device for preparation of soil sample experiment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820234177.1U CN207882029U (en) | 2018-02-09 | 2018-02-09 | A kind of infiltration device for preparation of soil sample experiment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207882029U true CN207882029U (en) | 2018-09-18 |
Family
ID=63497638
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820234177.1U Expired - Fee Related CN207882029U (en) | 2018-02-09 | 2018-02-09 | A kind of infiltration device for preparation of soil sample experiment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207882029U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114062216A (en) * | 2020-08-05 | 2022-02-18 | 神华神东煤炭集团有限责任公司 | Device and method for simulating loose aquifer through three-dimensional solid-liquid coupling |
-
2018
- 2018-02-09 CN CN201820234177.1U patent/CN207882029U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114062216A (en) * | 2020-08-05 | 2022-02-18 | 神华神东煤炭集团有限责任公司 | Device and method for simulating loose aquifer through three-dimensional solid-liquid coupling |
| CN114062216B (en) * | 2020-08-05 | 2024-03-15 | 神华神东煤炭集团有限责任公司 | Device and method for simulating loose aquifer by three-dimensional solid-liquid coupling similarity |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106018102B (en) | Building earthen ruins group's anchor pull-out test system | |
| CN108386177A (en) | The 3-dimensional multi-layered more well pressure break supporting cracks of one kind monitoring experimental system and method in real time | |
| CN207882029U (en) | A kind of infiltration device for preparation of soil sample experiment | |
| KR101011825B1 (en) | Apparatus for the direct test of a soil multi specimen under consolidated drained conditions | |
| CN208137925U (en) | A kind of 3-dimensional multi-layered more well pressure break supporting crack real-time monitoring experimental systems | |
| CN110132820A (en) | Carry out the device design and method of the test of crack rock anisotropic seepage using rock true triaxial load test system | |
| CN107607454A (en) | A kind of experimental rig for testing bituminous paving water permeability | |
| CN107012896A (en) | A kind of Multifunctional pile base model assay systems and its assembling and test method | |
| CN106013277B (en) | A kind of combined type perfusion negative friction of pile test device and its application method | |
| CN106092849A (en) | A kind of sand-pebble layer earth pressure balanced shield, EPBS driving anti-gush experimental provision and method | |
| CN107941620A (en) | Underground engineering bolt-mesh-spurting supporting structural mechanical property test evaluation device and method | |
| EP1314824B1 (en) | Method for consolidating soils | |
| CN104897553A (en) | Layered saturated soil seepage consolidation simulating device | |
| CN110044715B (en) | Visual soil body failure mode trapping apparatus | |
| CN104480937A (en) | Grouting connection unit and application method thereof | |
| WO2019121162A1 (en) | Measuring appliance, measuring method, high-throughput test appliance and measuring kit for electrophysiological measurements, in particular on cell aggregates | |
| CN206208628U (en) | A kind of bentonite consolidation device of Anti-inclining | |
| CN103226082A (en) | Test device simulating horizontal uniform load and test method | |
| CN106932326A (en) | A kind of indoor domatic seepage tests model groove and test method | |
| CN204694572U (en) | A kind of geosynthetics anisotropy direct shear test system | |
| CN207976349U (en) | A kind of rotatable model test loading device | |
| CN105842128A (en) | Device for testing infiltration capacity of infiltration head to soil with different volume weights | |
| CN110295632A (en) | A kind of single pile bearing capacity method and its experimental rig | |
| CN107941586B (en) | Sample preparation method for cohesive soil tensile strength experiment cylindrical soil sample | |
| CN207689340U (en) | Pile foundation quasi-Pascal effect laboratory test system caused by a kind of excavation of foundation pit |
Legal Events
| 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: 20180918 Termination date: 20190209 |