CN205805504U - Slurry grouting for water blocking device in a kind of strong aquifer ultrahigh water material boring - Google Patents
Slurry grouting for water blocking device in a kind of strong aquifer ultrahigh water material boring Download PDFInfo
- Publication number
- CN205805504U CN205805504U CN201620706865.4U CN201620706865U CN205805504U CN 205805504 U CN205805504 U CN 205805504U CN 201620706865 U CN201620706865 U CN 201620706865U CN 205805504 U CN205805504 U CN 205805504U
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- CN
- China
- Prior art keywords
- storage tank
- pulping
- water
- pulping equipment
- slush pump
- 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
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
This utility model relates to slurry grouting for water blocking device in a kind of strong aquifer ultrahigh water material boring.The A material storage tank fixing on ground is communicated with A material pulping equipment by A material screw(-type) feeder, B material storage tank is communicated with B material pulping equipment by B material screw(-type) feeder, A expects pulping water storage tank, B material pulping water storage tank expects pulping equipment with A respectively, B material pulping equipment communicates, A material pulping equipment and B material pulping equipment expect feed pipe by A, B material feed pipe expects slush pump with A respectively, B material slush pump seals and communicates, A material slush pump expects discharge pipe by A, A material flange seals with the internal channel upper end of adapter and communicates, B material slush pump expects discharge pipe by B, B material flange seals with the ring passage upper end of adapter and communicates, internal channel communicates in lower end with ring passage.Its simple in construction, it is possible to achieve the long distance delivery of strong aquifer ultrahigh water material.
Description
Technical field
This utility model relates to the water blocking device of a kind of mine underground, and particularly a kind of strong aquifer utilizes ultrahigh water material
The water blocking device of slurry slip casting in boring.
Background technology
At present, domestic mine underground water blockoff many uses cement or cement with the material mixing such as flyash, CHARACTERISTICS OF TAILINGS SAND as filling out
Fill thing.Ultrahigh water material is a kind of new material occurred in recent years, is mainly used in the purposes such as mine worked-out section filling.Ultrahigh water
During materials'use, A and B bi-material is added water respectively and make serosity, inject after being delivered to mix near filling place and wait to fill
District.When selecting ultrahigh water material to carry out dead zone grouting filling or aquifer water-bearing stratum slip casting from ground drilling hole, generally by ultrahigh water
Material slurry is delivered to filling or slip casting region through boring after mixing near surface drilling again.Yet with by superelevation
Water material mixing serosity limits setting time faster, can be only applied to the region that buried depth is shallower, otherwise, Yi Zao in this case
Become plug-hole or range of scatter less.This makes ultrahigh water materials application scope be restricted, it is impossible to play material to greatest extent
Performance and effect.
Summary of the invention
In order to overcome the shortcoming of prior art, this utility model provides slurry in a kind of strong aquifer ultrahigh water material boring
Grouting for water blocking device.Its simple in construction, it is possible to achieve the long distance delivery of strong aquifer ultrahigh water material.
The technical scheme in the invention for solving the technical problem is: fix the A material of ultrahigh water material on ground
Storage tank, B material storage tank, A material screw(-type) feeder, B material screw(-type) feeder, A material pulping water storage tank, B material pulping water storage tank,
A material pulping equipment, B material pulping equipment, A material slush pump and B expect slush pump；A material storage tank is expected with A by A material screw(-type) feeder
Pulping equipment communicates, and B material storage tank is communicated with B material pulping equipment by B material screw(-type) feeder, A material pulping water storage tank, B material
Pulping water storage tank communicates with A material pulping equipment, B material pulping equipment respectively, and A material pulping equipment and B material pulping equipment lead to respectively
Crossing A material pulp pipeline, B material pulp pipeline to seal communicate with A material slush pump, B material slush pump respectively, A material slush pump is expected defeated by A
Slurry pipeline, A material flange seal with the inner pipe passway upper end of adapter and communicate, and B material slush pump expects flange by B material stock line, B
Sealing with the ring passage upper end of adapter and communicate, adapter seals with the upper end of control mouth pipe and communicates, and described inner pipe passway, ring lead to
Road is passed down through in the boring that control mouth pipe stretches into stratum, and inner pipe passway communicates in lower end with ring passage.
This utility model simple in construction, it is possible to achieve the long distance delivery of strong aquifer ultrahigh water material.
Accompanying drawing explanation
With embodiment, this this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is this utility model schematic diagram.
Detailed description of the invention
As it is shown in figure 1, fix on ground ultrahigh water material A material storage tank 1, B material storage tank 2, A material screw(-type) feeder 3,
B material screw(-type) feeder 4, A material pulping water storage tank 5, B material pulping water storage tank 8, A material pulping equipment 6, B expect pulping equipment 7, A
Slush pump 12 expected by material slush pump 11 and B；A material storage tank 1 is communicated with A material pulping equipment 6 by A material screw(-type) feeder 3, and B material is deposited
Storage tank 2 is communicated with B material pulping equipment 7 by B material screw(-type) feeder 4, and A material pulping water storage tank 5, B expect pulping water storage tank 8 points
Not communicating with A material pulping equipment 6, B material pulping equipment 7, A material pulping equipment 6 and B material pulping equipment 7 expects grout outlet by A respectively
Road 9, B material pulp pipeline 10 seals communicate with A material slush pump 11, B material slush pump 12 respectively, and A material slush pump 11 expects defeated slurry by A
Pipeline 13, A material flange 15 seals with inner pipe passway 18 upper end of adapter 17 and communicates, and B material slush pump 12 expects stock line by B
14, B material flange 16 seals with ring passage 19 upper end of adapter 17 and communicates, and adapter 17 seals phase with the upper end of control mouth pipe 20
Logical, described inner pipe passway 18, ring passage 19 are passed down through in the boring that control mouth pipe 20 stretches into stratum, and inner pipe passway 18 leads to ring
Road 19 communicates in lower end.
The lower end motionless mixer 21 of said inner tube passage 18, so that A slip, B slip can be sufficiently mixed.
Claims (2)
1. slurry grouting for water blocking device in a strong aquifer ultrahigh water material boring, it is characterised in that: fix superelevation on ground
A material storage tank (1), the B material storage tank (2) of water material, A material screw(-type) feeder (3), B material screw(-type) feeder (4), A expect pulping water
Storage tank (5), B material pulping water storage tank (8), A material pulping equipment (6), B material pulping equipment (7), A material slush pump (11) and B material
Slush pump (12)；A material storage tank (1) is communicated by A material screw(-type) feeder (3) and A material pulping equipment (6), B material storage tank (2)
Being communicated by B material screw(-type) feeder (4) and B material pulping equipment (7), A material pulping water storage tank (5), B expect pulping water storage tank
(8) communicating with A material pulping equipment (6), B material pulping equipment (7) respectively, A material pulping equipment (6) and B material pulping equipment (7) is respectively
Sealed with A material slush pump (11), B material slush pump (12) respectively by A material pulp pipeline (9), B material pulp pipeline (10) and communicate, A
Material slush pump (11) is sealed by inner pipe passway (18) upper end of A material stock line (13), A material flange (15) with adapter (17)
Communicating, B material slush pump (12) is by ring passage (19) upper end of B material stock line (14), B material flange (16) with adapter (17)
Sealing communicates, and adapter (17) seals with the upper end of control mouth pipe (20) and communicates, described inner pipe passway (18), ring passage (19) to
Under stretch in the boring on stratum through control mouth pipe (20), inner pipe passway (18) communicates in lower end with ring passage (19).
Slurry grouting for water blocking device in strong aquifer ultrahigh water material the most according to claim 1 boring, it is characterised in that:
The lower end motionless mixer (21) of said inner tube passage (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620706865.4U CN205805504U (en) | 2016-07-06 | 2016-07-06 | Slurry grouting for water blocking device in a kind of strong aquifer ultrahigh water material boring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620706865.4U CN205805504U (en) | 2016-07-06 | 2016-07-06 | Slurry grouting for water blocking device in a kind of strong aquifer ultrahigh water material boring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205805504U true CN205805504U (en) | 2016-12-14 |
Family
ID=58139566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620706865.4U Expired - Fee Related CN205805504U (en) | 2016-07-06 | 2016-07-06 | Slurry grouting for water blocking device in a kind of strong aquifer ultrahigh water material boring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205805504U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869853A (en) * | 2017-03-23 | 2017-06-20 | 冀中能源邯郸矿业集团有限公司 | A kind of " two steps " grouting water blocking method of application ultrahigh water material and cement |
-
2016
- 2016-07-06 CN CN201620706865.4U patent/CN205805504U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869853A (en) * | 2017-03-23 | 2017-06-20 | 冀中能源邯郸矿业集团有限公司 | A kind of " two steps " grouting water blocking method of application ultrahigh water material and cement |
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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 |
Granted publication date: 20161214 Termination date: 20170706 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |