CN203572747U - Hydraulic-pressure-type high-pressure pressurized water tester with double plugs - Google Patents
Hydraulic-pressure-type high-pressure pressurized water tester with double plugs Download PDFInfo
- Publication number
- CN203572747U CN203572747U CN201320638441.5U CN201320638441U CN203572747U CN 203572747 U CN203572747 U CN 203572747U CN 201320638441 U CN201320638441 U CN 201320638441U CN 203572747 U CN203572747 U CN 203572747U
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- plug
- threaded
- pressure
- pressurized water
- water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 45
- 238000012360 testing method Methods 0.000 claims abstract description 37
- 238000002347 injection Methods 0.000 claims abstract description 11
- 239000007924 injection Substances 0.000 claims abstract description 11
- 208000005189 Embolism Diseases 0.000 claims description 23
- 239000002775 capsule Substances 0.000 claims description 16
- 230000035699 permeability Effects 0.000 claims description 16
- 238000007789 sealing Methods 0.000 abstract description 7
- 239000011435 rock Substances 0.000 description 6
- 238000003825 pressing Methods 0.000 description 4
- 238000002955 isolation Methods 0.000 description 3
- 238000003776 cleavage reaction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007017 scission Effects 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 238000009954 braiding Methods 0.000 description 1
- 239000007963 capsule composition Substances 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a hydraulic-pressure-type high-pressure pressurized water tester with double plugs, and belongs to a surveying and testing instrument in hydraulic and hydro-power engineering. A flow guide joint is connected with a pressurized water pipe through a screw thread; the pressurized water is connected with an upper joint of an upper plug through the screw thread; a lower joint pipe of the upper plug is connected with a floral pipe through the screw thread; the lower part of the floral pipe is connected with the upper joint of a lower joint; water injecting pipes, the bottoms of which are provided with screwed plugs, are respectively positioned in the pressurized water pipe, the upper cover and the lower plug; and sealing rings are arranged in positions in which the water injecting pipes are in contact with the upper plug and the lower plug. The pressurized water tester has the advantages of being novel in structure, reliable as well as convenient and rapid to operate. Two sets of independent systems respectively used for carrying out the sealing of the outer plug and the water injection in the inner pipe are adopted; and the O-shaped sealing is only arranged at a water tee joint between the two sets of independent systems, so that the structure of the pressurized water tester is extremely simplified and the sealing reliability of the pressurized water tester is very high. In addition, the pressurized water tester is simple, convenient and rapid to machine, assemble and use.
Description
Technical field
The utility model belongs to Hydraulic and Hydro-Power Engineering, prospecting test apparatus, is mainly used in HIGH-PRESSURE INJECTION EXPERIMENT or rock cleavage test.
Background technology
At present, the domestic test method for the test of Hydraulic and Hydro-Power Engineering field and evaluation rock permeability, mostly adopts water pressure test in borehole to obtain permeability of surrounding rock index, according to water pressure test in borehole assessment of result rock permeability.In boring, be lowered to embolism and carry out test section isolation, by pipeline, to test section water filling, carry out packer permeability test, according to computing rock permeability rates such as pressure, flow, test section length, setting-out times.
Conventionally the embolism that test section isolation adopts has mechanical roof pressing type, vapour-pressure type, hydraulic type etc., and feature and the applicable elements of various conventional embolisms are summarized as follows:
1. roof pressing type embolism: this embolism combines one group of cylindrical rubber piece by core pipe is a kind of single embolism structure.Be applicable to isolate test section from foot of hole, can only carry out the packer permeability test of a test section at every turn, boring and packer permeability test must be hocketed.Embolism isolation effect is generally poor, and work efficiency less trouble is high, and test result precision is very low, but owing to being widely used for many years, so far still in a large amount of use.
2. vapour-pressure type embolism: generally formed by inner tube and capsule, have two types of Dan Sai and two plugs.The same with roof pressing type embolism, vapour-pressure type list plug can only carry out the packer permeability test of a test section at every turn, and work efficiency is lower; The two plugs of air pressure can, after boring finishes, carry out packer permeability test from top to bottom or from bottom to top piecemeal, and work efficiency is higher.The subject matter that such embolism exists is that structure and equipment are more complicated, failure rate is high, poor reliability, and pressure is low, usable range is restricted, and quality of achievement is lower.
3. low-pressure hydraulic type embolism: generally formed two types of point Dan Sai and two plugs by inner tube and capsule.The same with roof pressing type embolism, hydraulic type list plug can only carry out the packer permeability test of a test section at every turn, and work efficiency is lower; The two plugs of hydraulic pressure can, after boring finishes, carry out packer permeability test from top to bottom or from bottom to top piecemeal, and work efficiency is higher.The subject matter that such embolism exists is that complex structure, failure rate are high, poor reliability.After capsule water-filling, cause residual deformation cause discharging water not thorough, embolism can not with hole wall depart from completely made plug difficulty even cause capsule breakage; Pressure is low, usable range is restricted, and quality of achievement is lower.
Along with developing by leaps and bounds of prospecting technique and improving constantly of packer permeability test technical requirement, low-pressure water-pressurizing test method and utensil are also constantly being eliminated and are upgrading.
Summary of the invention
The problems such as the utility model provides a kind of hydraulic type high pressure two embolism packer permeability test devices, and the ubiquitous test pressure of current water pressure test in borehole common method is little, embolism structure is complicated, failure rate is high to solve, poor reliability, inefficiency, quality of achievement are poor.
The technical scheme that the utility model is taked is: flow guiding connector is threaded with pressure pipe, this pressure pipe is threaded with the top connection of top plug, the lower linking tube of this top plug is threaded with floral tube, the bottom of this floral tube is threaded with the top connection of lower plug, bottom has the water injection pipe of plug to be positioned at pressure pipe, top plug, lower plug inside, and there is O RunddichtringO this water injection pipe and top plug, lower plug contact site;
The structure of described top plug is: top connection one is threaded with middle adapter one, and water threeway one upper end is threaded with middle adapter one, lower end is threaded with lower linking tube one, and capsule one upper end is threaded with top connection one, lower end and lower linking tube one are slidably connected;
The structure of described lower plug is: lower sub two is threaded with middle adapter two, and water threeway two upper ends are threaded with middle adapter two, lower end is threaded with lower linking tube two, and capsule two upper ends are threaded with top connection two, lower end and lower linking tube two are slidably connected.
?the utility model has the advantages that novel structure, reliable, simple operation.The sealing of outer plug, inner tube water filling are divided into two cover autonomous systems, between only in water threeway place, the sealing of O type circle is set, structure extremely simplify and sealing reliability high, processing and manufacturing with install and use simple and efficient.Fill pressure directly monitoring, the operation of filling, discharge water is very simple and reliable.Water injection pipe is promoted to certain altitude can be by observing the tensimeter indication numerical value intuitive judgment embolism situation that discharges water.Fabulous distortion recovery and low pressure are filled performance, go for water pressure test in borehole and the rock cleavage test of various pressure completely.Embolism capsule adopts top-quality rubber and metal mesh shaped braiding structure, and capsule is highly sensitive, and deformation behavior is extremely strong, has low compressive strain and recovers feature.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
The structure of described top plug is: top connection 1 is threaded with middle adapter 1, water threeway one 504 upper ends are threaded with middle adapter one, lower end is threaded with lower linking tube 1, and capsule one 503 upper ends are threaded with top connection one, lower end and lower linking tube one are slidably connected.
The structure of described lower plug is: lower sub 2 101 is threaded with middle adapter 2 102, water threeway 2 104 upper ends are threaded with middle adapter two, lower end is threaded with lower linking tube 2 105, and capsule 2 103 upper ends are threaded with top connection two, lower end and lower linking tube two are slidably connected.
Adopt two cover high pressure capsule formula embolisms and be coupled as one by floral tube screw thread, utilize ground hand water pump by water injection pipe to two plug water-fillings, and by water threeway one, water threeway two, to top plug and lower plug water filling, fill respectively, making capsule one and capsule two fill in up and down place, position in boring test section expands, after capsule one and capsule two expand, be close to hole wall and at test section two ends, form embolism, to carry out test section water pressure test in borehole.
During packer permeability test, utilize ground water pump and by the path in pipeline, water threeway one and the floral tube that connects upper and lower two embolisms to test section water filling, carry out high pressure water injection test.Utilize this equipment can after boring finishes, carry out continuously time setting-out piecemeal.
Claims (1)
1. the two embolism packer permeability test devices of hydraulic type high pressure, it is characterized in that: flow guiding connector is threaded with pressure pipe, this pressure pipe is threaded with the top connection of top plug, the lower linking tube of this top plug is threaded with floral tube, the bottom of this floral tube is threaded with the top connection of lower plug, bottom has the water injection pipe of plug to be positioned at pressure pipe, top plug, lower plug inside, and there is O RunddichtringO this water injection pipe and top plug, lower plug contact site;
The structure of described top plug is: top connection one is threaded with middle adapter one, and water threeway one upper end is threaded with middle adapter one, lower end is threaded with lower linking tube one, and capsule one upper end is threaded with top connection one, lower end and lower linking tube one are slidably connected;
The structure of described lower plug is: lower sub two is threaded with middle adapter two, and water threeway two upper ends are threaded with middle adapter two, lower end is threaded with lower linking tube two, and capsule two upper ends are threaded with top connection two, lower end and lower linking tube two are slidably connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320638441.5U CN203572747U (en) | 2013-10-16 | 2013-10-16 | Hydraulic-pressure-type high-pressure pressurized water tester with double plugs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320638441.5U CN203572747U (en) | 2013-10-16 | 2013-10-16 | Hydraulic-pressure-type high-pressure pressurized water tester with double plugs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203572747U true CN203572747U (en) | 2014-04-30 |
Family
ID=50540474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320638441.5U Expired - Lifetime CN203572747U (en) | 2013-10-16 | 2013-10-16 | Hydraulic-pressure-type high-pressure pressurized water tester with double plugs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203572747U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328781A (en) * | 2014-09-29 | 2015-02-04 | 中国电建集团中南勘测设计研究院有限公司 | Unfavorable geologic body controlling infiltration chemical grouting method |
| CN108507880A (en) * | 2018-04-18 | 2018-09-07 | 中国地质大学（武汉） | A kind of all-hydraulic three-chamber side pressure instrument probe |
| CN110018103A (en) * | 2019-04-25 | 2019-07-16 | 江西理工大学 | A kind of building lot field seepage test device and its test method |
| CN112196466A (en) * | 2020-09-09 | 2021-01-08 | 中国地质大学（武汉） | Water pressure test device for geological exploration of horizontal directional drilling engineering by utilizing water pressure locking |
-
2013
- 2013-10-16 CN CN201320638441.5U patent/CN203572747U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328781A (en) * | 2014-09-29 | 2015-02-04 | 中国电建集团中南勘测设计研究院有限公司 | Unfavorable geologic body controlling infiltration chemical grouting method |
| CN104328781B (en) * | 2014-09-29 | 2016-09-07 | 中国电建集团中南勘测设计研究院有限公司 | A kind of unfavorable geologic body controlling oozes profit chemical grouting method |
| CN108507880A (en) * | 2018-04-18 | 2018-09-07 | 中国地质大学（武汉） | A kind of all-hydraulic three-chamber side pressure instrument probe |
| CN108507880B (en) * | 2018-04-18 | 2023-03-28 | 中国地质大学（武汉） | Full-hydraulic three-cavity type lateral pressure instrument probe |
| CN110018103A (en) * | 2019-04-25 | 2019-07-16 | 江西理工大学 | A kind of building lot field seepage test device and its test method |
| CN110018103B (en) * | 2019-04-25 | 2021-08-03 | 江西理工大学 | Building foundation on-site penetration test device and test method thereof |
| CN112196466A (en) * | 2020-09-09 | 2021-01-08 | 中国地质大学（武汉） | Water pressure test device for geological exploration of horizontal directional drilling engineering by utilizing water pressure locking |
| CN112196466B (en) * | 2020-09-09 | 2021-06-25 | 中国地质大学（武汉） | Water pressure test device for geological exploration of horizontal directional drilling engineering by utilizing water pressure locking |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140430 |
|
| CX01 | Expiry of patent term |