CN205822167U - A kind of infiltration experiment device in situ - Google Patents
A kind of infiltration experiment device in situ Download PDFInfo
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- CN205822167U CN205822167U CN201620704463.0U CN201620704463U CN205822167U CN 205822167 U CN205822167 U CN 205822167U CN 201620704463 U CN201620704463 U CN 201620704463U CN 205822167 U CN205822167 U CN 205822167U
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- water supply
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- internal ring
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- water
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The utility model discloses a kind of infiltration experiment device in situ, including support, support is provided with one or two water supply bottle, the bottom of water supply bottle is provided with gravel layer, gravel layer is provided with internal ring and the outer shroud of mutual intussusception, the space that an outlet alignment internal ring of water supply bottle surrounds, the space between another outlet alignment internal ring and outer shroud, the outlet of water supply bottle is provided with electromagnetic valve and flow transducer and/or LOAD CELLS, and sensor is connected with data processing equipment.Temperature sensor it is provided with in water supply bottle.Data processing equipment is provided with display device and the interface being connected with mini-printer and computer.The permeability test of the soil body can be carried out automatic data collection and calculating, have that instrument is light and handy, easy to use, simple to operate, data are the most objective, testing result can automatic printing and the advantage of storage, and reduce the labor intensity of testing crew, improve test accuracy.
Description
Technical field
This utility model relates to a kind of detection equipment, particularly relates to a kind of infiltration experiment device in situ.
Background technology
The permeability of soil, is the complexity of Free water flowing in reflection soil, is one of native important indicator.In order to evaluate
Roadbed and the permeability of foundation soil body, need to carry out on-the-spot osmotic coefficient investigating.The mensuration of on-the-spot infiltration coefficient, monocycle of testing pits is noted
Water law, dicyclo water flood of testing pits, boring constant head water flood, boring precipitation head water flood, method etc. of drawing water.
Currently for the osmotic coefficient investigating of unsaturated soil, generally use dicyclo water flood of testing pits；During test, in test
An area testing pits not less than 1.0m*1.5m is excavated by desired depth in position, and dig down always warp is equal to outer shroud, deeply at the end, hole
The water storage hole of 15 20cm.Large and small steel loop is put in water storage hole so that it is concentrically justifying, bottom all spreads the gravel after 2cm, so
After in internal ring and two czermak spaces injected clear water to full；Laying bracket, is inverted on support after water supply bottle fills clear water, supplies water
The angle glass tubing of bottle inserts below the water surface between internal ring and two rings respectively.Record infiltration time started and the water level of water supply bottle
And temperature；After certain time, survey note and penetrated into the water yield in soil by water supply bottle, till stability of flow at this moment.From
After the water yield that water supply bottle flows out reaches to stablize, in 12 hours, survey note flow out the water yield at least 56 times.Survey every time and remember flow
10% is not should be greater than with the difference of meansigma methods.After experiment terminates, the water in sucking-off water storage hole, the outer boring in hole or under dig, determine water
Infiltrate the degree of depth.Count according to the time of drafting and infiltration capacity relation curve according to surveying, and ooze according to the calculating of infiltration coefficient computing formula
Coefficient thoroughly.
Current test method needs manual record infiltration time started, the water level of water supply bottle and temperature, during infiltration interval
Between, flow out the water yield, draw curve, calculate result of the test；Complex operation, time-consuming, arduously, and test data is easily by anthropic factor
Impact, result of the test is difficult to accurately objectively respond the permeability of soil.
Summary of the invention
The purpose of this utility model is to provide one, and instrument is light and handy, easy to use, simple to operate, data are the most former
Position infiltration experiment device.
The purpose of this utility model is achieved through the following technical solutions:
Original position infiltration experiment device of the present utility model, including support, described support is provided with one or two water supply bottle,
The bottom of described water supply bottle is provided with gravel layer, and described gravel layer is provided with internal ring and the outer shroud of mutual intussusception, described water supply bottle
The space that one outlet alignment internal ring surrounds, the space between another outlet alignment internal ring and outer shroud, described water supply bottle
Outlet be provided with electromagnetic valve and sensor, described sensor is connected with data processing equipment.
The technical scheme provided by above-mentioned this utility model is it can be seen that the original position that this utility model embodiment provides is permeated
Assay device, can carry out automatic data collection and calculating to the permeability test of the soil body, have instrument light and handy, easy to use,
Simple to operate, data are the most objective, testing result can automatic printing and the advantage of storage, and the work reducing testing crew is strong
Degree, improves test accuracy.
Accompanying drawing explanation
The structural representation of the original position infiltration experiment device that Fig. 1 provides for this utility model embodiment.
In figure:
1-support, 2-temperature sensor, 3-water supply bottle, 4-electromagnetic valve, 5-flow or LOAD CELLS, 6-internal ring, outside 7-
Ring, 8-gravel layer, 9-data processing equipment.
Detailed description of the invention
This utility model embodiment will be described in further detail below.
Original position infiltration experiment device of the present utility model, its preferably detailed description of the invention is:
Including support, described support is provided with one or two water supply bottle, and the bottom of described water supply bottle is provided with gravel layer, institute
State gravel layer and be provided with internal ring and the outer shroud of mutual intussusception, the space that an outlet alignment internal ring of described water supply bottle surrounds,
Space between another outlet alignment internal ring and outer shroud, the outlet of described water supply bottle is provided with electromagnetic valve and sensor, institute
State sensor to be connected with data processing equipment.
Described sensor includes flow transducer and/or LOAD CELLS.
It is provided with temperature sensor in described water supply bottle.
Described data processing equipment is provided with display device and the interface being connected with mini-printer and computer.
Original position infiltration experiment device of the present utility model, the permeability test of the soil body can be carried out automatic data collection and
Calculate, have that instrument is light and handy, easy to use, simple to operate, data are the most objective, testing result can automatic printing and storage excellent
Point, and reduce the labor intensity of testing crew, improve test accuracy.
The beneficial effects of the utility model can be summarized as three aspects:
1. automatically detecting infiltration time started, the water level of water supply bottle and temperature, seep water interval time, the water yield of outflow, meter
Calculate result of the test.
2. automatically judge to penetrate into the stabilization time of soil mass water flow.
3. automatic printing and storage time infiltration capacity relation curve, soil body osmotic coefficient.
Specific embodiment:
As it is shown in figure 1, during test, excavate an area testing pits not less than 1.0m*1.5m in testing position by desired depth,
Dig down at the end, hole always through equal to outer shroud, the water storage hole of deep 15 20cm.Large and small steel loop is put in water storage hole so that it is become
Concentric circular, bottom all spreads the gravel after 2cm, then in internal ring and two czermak spaces injected clear water to full；Laying bracket, will supply water
Bottle is inverted on support after filling clear water.
When using 2 water supply bottles, water supply bottle bottom inserts below the water surface between internal ring and two rings respectively.Data process
Device controls electromagnetic valve and opens, on-test, and data processing equipment records the infiltration time started automatically.Temperature sensor is certainly
The dynamic water temperature that gathers, flow or the change of LOAD CELLS collection water supply water in bottle, sensor signal is transmitted to data processing equipment
Carry out data process, automatic decision stability of flow and off-test.
Data acquisition unit shows the information such as the water yield, the infiltration capacity of water, time of penetration in water supply bottle, off-test in real time
After, automatically calculating result of the test, data acquisition unit can be connected with mini-printer and carries out field print, or carries out with computer
Data are transmitted.
The above, only this utility model preferably detailed description of the invention, but protection domain of the present utility model is not
Being confined to this, any those familiar with the art, in the technical scope that this utility model discloses, can readily occur in
Change or replacement, all should contain within protection domain of the present utility model.Therefore, protection domain of the present utility model should
It is as the criterion with the protection domain of claims.
Claims (4)
1. an original position infiltration experiment device, it is characterised in that include that support, described support are provided with one or two and supply water
Bottle, the bottom of described water supply bottle is provided with gravel layer, and described gravel layer is provided with internal ring and the outer shroud of mutual intussusception, described water supply bottle
The space that surrounds of outlet alignment internal ring, the space between another outlet alignment internal ring and outer shroud, described water supply
The outlet of bottle is provided with electromagnetic valve and sensor, and described sensor is connected with data processing equipment.
Original position infiltration experiment device the most according to claim 1, it is characterised in that described sensor includes flow transducer
And/or LOAD CELLS.
Original position infiltration experiment device the most according to claim 2, it is characterised in that be provided with temperature sensing in described water supply bottle
Device.
4. according to the original position infiltration experiment device described in claim 1,2 or 3, it is characterised in that described data processing equipment sets
There are display device and the interface being connected with mini-printer and computer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620704463.0U CN205822167U (en) | 2016-07-05 | 2016-07-05 | A kind of infiltration experiment device in situ |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620704463.0U CN205822167U (en) | 2016-07-05 | 2016-07-05 | A kind of infiltration experiment device in situ |
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| Publication Number | Publication Date |
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| CN205822167U true CN205822167U (en) | 2016-12-21 |
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| CN201620704463.0U Active CN205822167U (en) | 2016-07-05 | 2016-07-05 | A kind of infiltration experiment device in situ |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106769794A (en) * | 2017-03-10 | 2017-05-31 | 中国科学院武汉岩土力学研究所 | The bicyclic infiltration experiment device in assembled scene and its method |
| CN106939590A (en) * | 2017-03-16 | 2017-07-11 | 湖南高速铁路职业技术学院 | Determine the in situ detection device of soil layer infiltration coefficient |
| CN108918391A (en) * | 2018-08-17 | 2018-11-30 | 北京建筑大学 | One kind is mated formation permeability measurement apparatus and measurement method |
| CN108918376A (en) * | 2018-05-17 | 2018-11-30 | 云南省建筑科学研究院 | A kind of device and test method detecting concrete surface penetration and maintenance effect |
| CN115233643A (en) * | 2022-07-27 | 2022-10-25 | 中国地质科学院水文地质环境地质研究所 | Water supply device for underground deep loose rock-soil constant head penetration experiment |
-
2016
- 2016-07-05 CN CN201620704463.0U patent/CN205822167U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106769794A (en) * | 2017-03-10 | 2017-05-31 | 中国科学院武汉岩土力学研究所 | The bicyclic infiltration experiment device in assembled scene and its method |
| CN106939590A (en) * | 2017-03-16 | 2017-07-11 | 湖南高速铁路职业技术学院 | Determine the in situ detection device of soil layer infiltration coefficient |
| CN108918376A (en) * | 2018-05-17 | 2018-11-30 | 云南省建筑科学研究院 | A kind of device and test method detecting concrete surface penetration and maintenance effect |
| CN108918376B (en) * | 2018-05-17 | 2021-01-05 | 云南省建筑科学研究院 | Device and test method for detecting concrete surface permeability and maintenance effect |
| CN108918391A (en) * | 2018-08-17 | 2018-11-30 | 北京建筑大学 | One kind is mated formation permeability measurement apparatus and measurement method |
| CN108918391B (en) * | 2018-08-17 | 2021-05-28 | 北京建筑大学 | Pavement permeability measuring device and method |
| CN115233643A (en) * | 2022-07-27 | 2022-10-25 | 中国地质科学院水文地质环境地质研究所 | Water supply device for underground deep loose rock-soil constant head penetration experiment |
| CN115233643B (en) * | 2022-07-27 | 2024-01-23 | 中国地质科学院水文地质环境地质研究所 | Underground deep loose rock soil fixed water head penetration experiment water supply device |
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| GR01 | Patent grant |