CN206346170U - A kind of quick water fetching device of static sounding - Google Patents
A kind of quick water fetching device of static sounding Download PDFInfo
- Publication number
- CN206346170U CN206346170U CN201621475789.7U CN201621475789U CN206346170U CN 206346170 U CN206346170 U CN 206346170U CN 201621475789 U CN201621475789 U CN 201621475789U CN 206346170 U CN206346170 U CN 206346170U
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- China
- Prior art keywords
- pipe
- screen pipe
- drive pipe
- static sounding
- upper sleeve
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 37
- 230000003068 static effect Effects 0.000 title claims abstract description 17
- 239000000523 sample Substances 0.000 claims abstract description 22
- 238000005070 sampling Methods 0.000 claims abstract description 13
- 238000001914 filtration Methods 0.000 claims description 4
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 238000011065 in-situ storage Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000005273 aeration Methods 0.000 description 1
- 230000002596 correlated effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
The utility model is related to Geotechnical Engineering and field of environment engineering technology, especially a kind of quick water fetching device of static sounding, it is characterised in that:Described device at least includes drive pipe, screen pipe, circular cone probe and upper sleeve, wherein described circular cone probe is fastened on the bottom of the drive pipe, the screen pipe is built in the tubular body of the drive pipe and constituted with the drive pipe and is slidably matched, the top of the screen pipe is connected with the upper sleeve, and the screen pipe can stretch out in the drive pipe under the lifting of the upper sleeve.The utility model has the advantages that:For underground water in-situ sampling, the requirement of quick, convenient collection non-secondary pollution original state water sample is met, is laid the foundation to analyze the construction stratum before various engineering constructions;Can in designated depth fast sampling, it is to avoid collection mixed sample, while avoiding people from directly contacting water sample.
Description
Technical field
The utility model is related to Geotechnical Engineering and field of environment engineering technology, and especially a kind of static sounding is quickly fetched water dress
Put.
Background technology
Underground water(ground water), refer to the bulk water below earth's surface.It is to be stored in stratum below aeration zone
Water among space, including blowhole, crack and solution cavity.
On May 11st, 2012, Chinese Ministry of Land and Resources《2011 Chinese land resources publications》Issue towards the society, publication shows
Show that Chinese city underground water is poor, extreme difference level ratio is more than half, national groundwater quality situation allows of no optimist.Especially in work
Industry, enterprise pollution diffusion depth are different, and accurately determination is most important to underwater prevention for the contaminated depth of underground water, and carries simultaneously
Take the underground water in the range of different depth and can carry out vertical analysis research, it is cost-effective.Therefore, effective original position how is selected
Multi-layer Underground Water quadrat method is taken, it is the hot issue of environmental survey concern quick and precisely to find out its distribution.
Static sounding technology in Geotechnical Engineering(CPT)Refer to the sounding rod that contact probe will be connected using static(al) press-in device
Soil layer is pressed into, the home position testing method of the penetration resistance of soil is tested by measurement system, it may be determined that native part mechanics parameter, tool
Have the advantages that disturbance is small, test is accurate, simple operation.Since 1980s mid-term, with the hair of environmental geotechnical
Exhibition, international many mechanisms have developed static sounding new technique, further strengthen application of the CPT technologies in engineering field.Mesh
The preceding country does not occur rapid extraction underground water multilayer sample equipment also, and traditional monitoring well well drilling technology is complicated, underground water sampling
Cycle is longer, and institute's water sampling is mixed sample, and is not while extracting multi-layer Underground Water, it is impossible to accurately react different depth
Water quality situation.
The content of the invention
The purpose of this utility model is quickly fetched water dress there is provided a kind of static sounding according to above-mentioned the deficiencies in the prior art
Put, by the way that lifting is built in the screen pipe of drive pipe afterwards in place, underground water can be made to be flowed into naturally by the filtering of screen pipe and taken
Sample sleeve pipe, realizes designated depth fast sampling, it is to avoid collection mixed sample.
The utility model purpose is realized and completed by following technical scheme:
A kind of quick water fetching device of static sounding, it is characterised in that:Described device at least include drive pipe, screen pipe,
Circular cone is popped one's head in and upper sleeve, wherein circular cone probe is fastened in the bottom of the drive pipe, the screen pipe
Put the drive pipe tubular body and with the drive pipe constitute be slidably matched, the top of the screen pipe with it is described
Upper sleeve is connected, and the screen pipe can stretch out in the drive pipe under the lifting of the upper sleeve.
The stretching stroke of the screen pipe is spacing by a position limiting structure.
The position limiting structure includes fixing clasp and loose collar, and the fixing clasp is arranged on the filtering bottom of the tube, institute
The top that loose collar is arranged on the drive pipe is stated, the external diameter of the fixing clasp is less than the internal diameter of the loose collar, passed through
The cooperation of the fixing clasp and the loose collar is realized to the spacing of the screen pipe.
Connector is fixedly installed on the top of the screen pipe, the screen pipe passes through the connector and the top
Sleeve pipe is connected to a fixed.
The connector is internally provided with breather valve, and the breather valve is connected with the tubular body of the screen pipe.
The utility model has the advantages that:For underground water in-situ sampling, quick, convenient collection non-secondary pollution is met former
The requirement of shape water sample, lays the foundation to analyze the construction stratum before various engineering constructions;Can be in designated depth fast sampling, it is to avoid
Collection mixed sample, while avoid people from directly contacting water sample.
Brief description of the drawings
Fig. 1 is section of structure of the present utility model;
Section of structure when Fig. 2 is the utility model use state.
Embodiment
The utility model feature and other correlated characteristics are described in further detail by embodiment below in conjunction with accompanying drawing,
In order to the understanding of technical staff of the same trade:
As shown in Figure 1-2,1-8 is marked to be expressed as in figure:Upper sleeve 1, breather valve 2, connector 3, loose collar 4,
Drive pipe 5, permeable madreporic canal 6, fixing clasp 7, circular cone probe 8.
Embodiment:As shown in figure 1, the quick water fetching device being pressed into the present embodiment by static cone penetration equipment mainly includes
Upper sleeve 1, drive pipe 5, permeable madreporic canal 6 and circular cone probe 8, wherein circular cone probe 8 are fixedly mounted on the bottom of drive pipe 5
End, is easy to be pressed into the soil body by static cone penetration equipment, the inside of drive pipe 5 is built in as the permeable madreporic canal 6 of screen pipe, on
The top of parts casing pipe 1 and permeable madreporic canal 6 is connected.
As shown in figure 1, being installed with fixing clasp 7 in the bottom of permeable madreporic canal 6, fixed at the top of drive pipe 5
Loose collar 4 is installed, the external diameter of fixing clasp 7 is less than the internal diameter of loose collar 4.As shown in Fig. 2 under the lifting of upper sleeve 1,
Permeable madreporic canal 6 stretches out in drive pipe 5.As permeable test tube 6 gradually stretches out drive pipe 5, the extreme position of stroke is being stretched out
Place, fixing clasp 7 is close to loose collar 4, and now permeable madreporic canal 6 can not continue to stretch out, and it stretches out stroke by fixing clasp 7 with living
Cooperation institute between rotating ring 4 is spacing, it is to avoid permeable madreporic canal 6 is drawn out from drive pipe 5.
As shown in figure 1, be installed with connector 3 on the top of permeable madreporic canal 6, permeable madreporic canal 6 by connector 3 with it is upper
Parts casing pipe 1 is connected to a fixed.Be provided with the middle part of connector 3 can external connecting negative pressure device breather valve 2, breather valve 2 with it is permeable
The tubular body of madreporic canal 6 constitutes connection.When permeable madreporic canal 6 is overall is completely disposed at the inside of drive pipe 5, connector 3 is with living
Rotating ring 4 is closely affixed, it is to avoid in process of press in, and underground water is entered among permeable madreporic canal 6.
The present embodiment when in use, with following operating procedure:
1)With the state shown in Fig. 1, by the press-fit equipment of static sounding by the overall injection of device to the soil for treating water sampling
In layer, injection direction is the epiconus angular direction of circular cone probe 8.Now, loose collar 4 is close to connector 3.
2)After device injection to designated depth, permeable madreporic canal 6 is set to stretch out in drive pipe 5 by above putting on parts casing pipe 1,
Form state as shown in Figure 2.The need for the extension elongation of permeable madreporic canal 6 is satisfied with depth selection.Underground water is through permeable madreporic canal 6
Filtering enter sampling water pipe 5 inside.
3)Wait 2-3 hours or so, device is slowly above carried to earth's surface, loose collar 4 is pulled down from drive pipe 5, by ground
Lower water sample takes out sealing preserve from drive pipe 5.
4)Sampling terminates, and repeatable said process carries out the sampling of another depth.
, can be by the external connecting negative pressure device of breather valve 2, when permeable madreporic canal 6 stretches out in drive pipe 5 in order to improve sample rate
Afterwards, start vacuum negative pressure device, underground water is drawn among drive pipe 5 through permeable madreporic canal 6.
The present embodiment is in the specific implementation:Connection between loose collar 4 and drive pipe 5 can be connected using screw thread,
To facilitate dismounting.
Drive pipe 5 and circular cone probe 8 may be configured as integrative-structure, that is, form the sampling set with circular cone tip-angled shape end
Pipe, to improve structural strength and globality.
Although above example is elaborated referring to the drawings the design to the utility model purpose and embodiment,
But those skilled in the art will realize that being limited without departing from claim under the precondition of scope, still may be used
To make various modifications and variations to the utility model, such as length, the structure of permeable madreporic canal 6, the model of breather valve 2 etc., therefore
This is not repeated one by one.
Claims (5)
1. a kind of quick water fetching device of static sounding, it is characterised in that:Described device at least includes drive pipe, screen pipe, circle
Cone probe and upper sleeve, wherein the circular cone, which is popped one's head in, is fastened on the bottom of the drive pipe, built in the screen pipe
The drive pipe tubular body and with the drive pipe constitute be slidably matched, the top of the screen pipe with it is described on
Parts casing pipe is connected, and the screen pipe can stretch out in the drive pipe under the lifting of the upper sleeve.
2. the quick water fetching device of a kind of static sounding according to claim 1, it is characterised in that:The stretching of the screen pipe
Stroke is spacing by a position limiting structure.
3. the quick water fetching device of a kind of static sounding according to claim 2, it is characterised in that:The position limiting structure includes
Fixing clasp and loose collar, the fixing clasp are arranged on the filtering bottom of the tube, and the loose collar is arranged on the sampling set
The top of pipe, the external diameter of the fixing clasp is less than the internal diameter of the loose collar.
4. the quick water fetching device of a kind of static sounding according to claim 1, it is characterised in that:On the top of the screen pipe
End is fixedly installed connector, and the screen pipe is connected to a fixed by the connector with the upper sleeve.
5. the quick water fetching device of a kind of static sounding according to claim 4, it is characterised in that:Set inside the connector
Breather valve is equipped with, the breather valve is connected with the tubular body of the screen pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201621475789.7U CN206346170U (en) | 2016-12-30 | 2016-12-30 | A kind of quick water fetching device of static sounding |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201621475789.7U CN206346170U (en) | 2016-12-30 | 2016-12-30 | A kind of quick water fetching device of static sounding |
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Publication Number | Publication Date |
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CN206346170U true CN206346170U (en) | 2017-07-21 |
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CN201621475789.7U Active CN206346170U (en) | 2016-12-30 | 2016-12-30 | A kind of quick water fetching device of static sounding |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111270997A (en) * | 2020-03-30 | 2020-06-12 | 山东省环境保护科学研究设计院有限公司 | Drill bit device with functions of collecting rapid water taking from underground water and injecting and repairing in situ |
CN114878229A (en) * | 2022-04-25 | 2022-08-09 | 南京工业大学 | Underground water surveying device and method based on static sounding technology |
-
2016
- 2016-12-30 CN CN201621475789.7U patent/CN206346170U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111270997A (en) * | 2020-03-30 | 2020-06-12 | 山东省环境保护科学研究设计院有限公司 | Drill bit device with functions of collecting rapid water taking from underground water and injecting and repairing in situ |
CN114878229A (en) * | 2022-04-25 | 2022-08-09 | 南京工业大学 | Underground water surveying device and method based on static sounding technology |
CN114878229B (en) * | 2022-04-25 | 2023-10-17 | 南京工业大学 | Groundwater surveying device and method based on static sounding technology |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 200032 18, building 681, Xiao Mu Qiao Road, Xuhui District, Shanghai. Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd. Country or region after: China Address before: 200032 18, building 681, Xiao Mu Qiao Road, Xuhui District, Shanghai. Patentee before: SHANGHAI GEOTECHNICAL INVESTIGATIONS & DESIGN INSTITUTE Co.,Ltd. Country or region before: China |