CN205617308U - Pore water pressure detector - Google Patents
Pore water pressure detector Download PDFInfo
- Publication number
- CN205617308U CN205617308U CN201620436648.8U CN201620436648U CN205617308U CN 205617308 U CN205617308 U CN 205617308U CN 201620436648 U CN201620436648 U CN 201620436648U CN 205617308 U CN205617308 U CN 205617308U
- Authority
- CN
- China
- Prior art keywords
- tube chamber
- water pressure
- pore water
- pressure detector
- permeable
- 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
- 239000011148 porous material Substances 0.000 title claims abstract description 41
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 35
- 239000004575 stone Substances 0.000 claims abstract description 16
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000000440 bentonite Substances 0.000 claims description 3
- 229910000278 bentonite Inorganic materials 0.000 claims description 3
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims description 3
- 239000003086 colorant Substances 0.000 claims description 3
- 239000003566 sealing material Substances 0.000 claims description 3
- 239000000741 silica gel Substances 0.000 claims description 3
- 229910002027 silica gel Inorganic materials 0.000 claims description 3
- 238000009738 saturating Methods 0.000 claims description 2
- NRTLIYOWLVMQBO-UHFFFAOYSA-N 5-chloro-1,3-dimethyl-N-(1,1,3-trimethyl-1,3-dihydro-2-benzofuran-4-yl)pyrazole-4-carboxamide Chemical compound C=12C(C)OC(C)(C)C2=CC=CC=1NC(=O)C=1C(C)=NN(C)C=1Cl NRTLIYOWLVMQBO-UHFFFAOYSA-N 0.000 abstract 1
- 230000001174 ascending effect Effects 0.000 abstract 1
- 238000001514 detection method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- CVOFKRWYWCSDMA-UHFFFAOYSA-N 2-chloro-n-(2,6-diethylphenyl)-n-(methoxymethyl)acetamide;2,6-dinitro-n,n-dipropyl-4-(trifluoromethyl)aniline Chemical compound CCC1=CC=CC(CC)=C1N(COC)C(=O)CCl.CCCN(CCC)C1=C([N+]([O-])=O)C=C(C(F)(F)F)C=C1[N+]([O-])=O CVOFKRWYWCSDMA-UHFFFAOYSA-N 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000006399 behavior Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000036962 time dependent Effects 0.000 description 1
Landscapes
- Measuring Fluid Pressure (AREA)
Abstract
The utility model belongs to the technical field of the dam model test is piled to the tailing dam, concretely relates to pore water pressure detector. The device comprises a pore water pressure gauge and a permeable stone, wherein the pore water pressure gauge and the permeable stone are sealed in a tube cavity, and permeable holes are formed in the tube cavity at positions corresponding to the permeable stone; 3-4 pipe cavities are connected together to form a pore water pressure detector, and the water permeable holes of all the pipe cavities are spirally arranged in an ascending way; the outside of the tube cavity is provided with an external thread parallel to the limber hole; the tail end of the pore water pressure gauge cable is connected with the joint, the joint is connected in the connector at the top of the pipe cavity, and a plurality of connectors matched with the cable are arranged at the bottom of the pipe cavity. The utility model discloses a set up the continuous sensor of spiral, synthesize a plurality of sensors in same detector, helical shape's design can improve the compressive strength of whole detector simultaneously, is also convenient for bury the hole.
Description
Technical field
This utility model belongs to modeling techniques field, tailing dam heap dam, is specifically related to a kind of pore water pressure detection
Instrument.
Background technology
Pore water pressure change is the tendency that Soil mass state changes, according to design of foundation pit, construction technology and prison
Survey region hydrogeology feature, by pre-buried pore water pressure sensor, utilize plate reading device (frequency readings instrument) periodically to survey reading
Pre-buried sensor reading, and convert the acquisition time dependent value of pore water pressure and pace of change, thus judge that the soil body is subject to
Power situation of change and deformation may.Additionally groundwater dynamic situation also can be monitored.
But existing pore water pressure detector can not measure the pore water pressure of each degree of depth by continuous print, measures multiple spot
Pore water pressure is accomplished by the different pre-buried pore water pressure sensors in place, and workload is big, and the when that multiple spot being pre-buried just
Needing to bore multiple hole, the adverse effect for engineering is the biggest.
Utility model content
The purpose of this utility model is that for the problems referred to above, it is provided that a kind of pore water pressure detector, by arranging
Spiral continuous print sensor, by multiple sensors comprehensively in same detector, the most spiral be designed to improve whole
The comprcssive strength of individual detector, also allows for buried via hole.
This utility model is achieved through the following technical solutions above-mentioned purpose: a kind of pore water pressure detector, including hole
Gap WG, permeable stone, described pore pressure gauge is connected with permeable stone, and pore pressure gauge, permeable stone are sealed in tube chamber
In, tube chamber is provided with permeable hole with permeable stone corresponding position, pore water is detected by permeable hole；3-4 tube chamber is connected to one
Playing one pore water pressure detector of composition, to realize continuity point detection, the permeable hole of each tube chamber helically rises arrangement, permissible
Permeable hole is avoided to be positioned at the tube chamber pressure inequality that homonymy brings, flimsy problem at permeable hole；Tube chamber is externally provided with and water flowing
The external screw thread that hole is parallel, spiral sinks, convenient boring and buried via hole；Pore pressure gauge cable end piece is connected with joint, and joint is even
Being connected in the union joint at tube chamber top, the bottom of tube chamber is provided with the some connectors matched with cable；The cavity wall of each tube chamber
Inside it is provided with wire, is connected in parallel each union joint that each connector of bottom is corresponding with top, the union joint between adjacent tube chamber and company
Interface is removably connected by wire；The wire of the tube chamber of top is connected with controller, the letter of controller each pipeline of identification
Breath shows the pore water pressure of different depth.
Further, the discontinuous connection of each tube chamber, junction is filled with bentonite section or silica gel sealing material, can non-company
Continuous detection, saves the trouble of buried via hole of repeatedly holing.
Further, permeable hole limit is provided with scale mark, it is simple to the labeled test degree of depth.
Further, distinguished by different colours between each connector and union joint, prevent between connector and union joint
Insert mixed, it is simple to distinguish.
Further, distinguished by different digital between each connector and union joint, prevent between connector and union joint
Insert mixed, it is simple to distinguish.
Concrete operations mode is as follows:
First according to the needs of test point number, being sequentially connected with each tube chamber, each tube chamber carries out label or color mark, depends on
The connector of each tube chamber of secondary connection and union joint, distinguish No. 1 tube chamber, No. 2 tube chambers, No. 3 tube chambers, then No. 1 pipe the most from down to up
The union joint in chamber successively with No. 1 connector, No. 1 union joint of No. 2 tube chambers, No. 1 connector of No. 3 tube chambers, No. 1 union joint phase
Even, the union joint of No. 2 tube chambers is connected with No. 2 connectors, No. 2 union joints of No. 3 tube chambers successively, last wire and No. 3 tube chambers
Wire be connected with controller, controller shows the signal that each union joint receives.
This utility model has the advantages that
The most permeable holes are arranged continuously and can be realized part continuous detecting, it is also possible to save the work of deduplication boring buried via hole
Amount, improves work efficiency, cost-effective.
2. spiral permeable hole be designed to strengthen the comprcssive strength of whole detector, externally threaded design also makes whole
Individual detector is more easy to boring and buried via hole.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is partial enlargement structural representation；
In figure: 1-pore pressure gauge, 2-permeable stone, 3-tube chamber, 4-permeable hole, 5-external screw thread, 6-union joint, 7-connects
Mouthful, 8-wire, 9-controller.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings:
Embodiment 1:
A kind of pore water pressure detector, including pore pressure gauge 1, permeable stone 2, described pore pressure gauge 1 is with saturating
Water stone 2 is connected, and pore pressure gauge 1, permeable stone 2 are sealed in tube chamber 3, and tube chamber 3 is provided with permeable hole with permeable stone 2 corresponding position
4, pore water is detected by permeable hole；3-4 tube chamber 3 links together and forms a pore water pressure detector, with reality
Existing continuity point detection, the permeable hole 4 of each tube chamber 3 helically rises arrangement, and permeable hole can be avoided to be positioned at the tube chamber that homonymy brings
Pressure is uneven, flimsy problem at permeable hole；Tube chamber 3 is externally provided with the external screw thread 5 parallel with limbers 4, and spiral sinks, side
Just boring and buried via hole；Pore pressure gauge 1 cable end piece is connected with joint, and joint is connected in the union joint 6 at tube chamber 3 top,
The bottom of tube chamber 3 is provided with the some connectors 7 matched with cable；It is provided with wire in the cavity wall of each tube chamber 3, is connected in parallel the end
Each union joint 6 that each connector 7 in portion is corresponding with top, union joint 6 and connector 7 between adjacent tube chamber 3 are removable by wire 8
Unload connection；The wire 8 of the tube chamber 3 of top is connected with controller 9, and controller 9 identifies that the information of each pipeline is to show difference
The pore water pressure of the degree of depth.
Distinguished by different colours between each connector 7 and union joint 6, prevent interleaving of connector 7 and union joint 6 mixed,
It is easy to distinguish.
Distinguished by different digital between each connector 7 and union joint 6, prevent interleaving of connector 7 and union joint 6 mixed,
It is easy to distinguish.
Embodiment 2:
Each discontinuous connection of tube chamber 3, junction is filled with bentonite section or silica gel sealing material, can discontinuous detect,
Save the trouble of buried via hole of repeatedly holing.
Permeable hole 4 limit is provided with scale mark, it is simple to the labeled test degree of depth.
Remaining is the most same as in Example 1.
Concrete operations mode is as follows:
First according to the needs of test point number, being sequentially connected with each tube chamber, each tube chamber carries out label or color mark, depends on
The connector of each tube chamber of secondary connection and union joint, the most respectively No. 1 tube chamber, No. 2 tube chambers, No. 3 tube chambers, then No. 1 tube chamber
Union joint successively with No. 1 connector, No. 1 union joint of No. 2 tube chambers, No. 1 connector of No. 3 tube chambers, No. 1 union joint be connected, No. 2
The union joint of tube chamber is connected with No. 2 connectors, No. 2 union joints of No. 3 tube chambers successively, last wire and the wire of No. 3 tube chambers
Being connected with controller, controller shows the signal that each union joint receives.
For this utility model person of an ordinary skill in the technical field, conceive without departing from this utility model
Under premise, its form can be flexible and changeable, simply makes the behaviors such as some simple deduction or replace and comes under infringement, and it all should
It is considered as belonging to the scope of patent protection that this utility model is determined by the claims submitted to.
Claims (5)
1. pore water pressure detector, it is characterised in that: include pore pressure gauge (1), permeable stone (2), described pore water pressure
Power meter (1) is connected with permeable stone (2), and pore pressure gauge (1), permeable stone (2) are sealed in tube chamber (3), and tube chamber (3) is upper and saturating
Water stone (2) corresponding position is provided with permeable hole (4)；3-4 tube chamber (3) links together and forms a pore water pressure detector, respectively
The permeable hole (4) of tube chamber (3) helically rises arrangement；Tube chamber (3) is externally provided with the external screw thread (5) parallel with limbers (4)；Hole
WG (1) cable end piece is connected with joint, and joint is connected in the union joint (6) at tube chamber (3) top, the end of tube chamber (3)
Portion is provided with the some connectors (7) matched with cable；It is provided with wire in the cavity wall of each tube chamber (3), is connected in parallel bottom
Each union joint (6) that each connector (7) is corresponding with top, union joint (6) and connector (7) between adjacent tube chamber (3) pass through to lead
Line (8) removably connects；The wire (8) of the tube chamber (3) of top is connected with controller (9).
2. pore water pressure detector as claimed in claim 1, it is characterised in that: each tube chamber (3) discontinuous connection, junction
It is filled with bentonite section or silica gel sealing material.
3. pore water pressure detector as claimed in claim 1, it is characterised in that: permeable hole (4) limit is provided with scale mark.
4. pore water pressure detector as claimed in claim 1, it is characterised in that: between each connector (7) and union joint (6)
Distinguished by different colours.
5. pore water pressure detector as claimed in claim 1, it is characterised in that: between each connector (7) and union joint (6)
Distinguished by different digital.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620436648.8U CN205617308U (en) | 2016-05-13 | 2016-05-13 | Pore water pressure detector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620436648.8U CN205617308U (en) | 2016-05-13 | 2016-05-13 | Pore water pressure detector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617308U true CN205617308U (en) | 2016-10-05 |
Family
ID=57023076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620436648.8U Expired - Fee Related CN205617308U (en) | 2016-05-13 | 2016-05-13 | Pore water pressure detector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617308U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109827702A (en) * | 2018-10-12 | 2019-05-31 | 上海港湾工程质量检测有限公司 | Pore pressure gauge and pore water pressure force test device |
-
2016
- 2016-05-13 CN CN201620436648.8U patent/CN205617308U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109827702A (en) * | 2018-10-12 | 2019-05-31 | 上海港湾工程质量检测有限公司 | Pore pressure gauge and pore water pressure force test device |
| CN109827702B (en) * | 2018-10-12 | 2024-08-16 | 上海港湾工程质量检测有限公司 | Pore water pressure gauge and pore water pressure testing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161005 Termination date: 20210513 |