CN102296622A - Micro-pipe bundle seepage pipe for tailings - Google Patents

Micro-pipe bundle seepage pipe for tailings Download PDF

Info

Publication number
CN102296622A
CN102296622A CN2011101295213A CN201110129521A CN102296622A CN 102296622 A CN102296622 A CN 102296622A CN 2011101295213 A CN2011101295213 A CN 2011101295213A CN 201110129521 A CN201110129521 A CN 201110129521A CN 102296622 A CN102296622 A CN 102296622A
Authority
CN
China
Prior art keywords
micro
pipe
seepage
pipe bundle
little
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.)
Pending
Application number
CN2011101295213A
Other languages
Chinese (zh)
Inventor
周昕
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2011101295213A priority Critical patent/CN102296622A/en
Publication of CN102296622A publication Critical patent/CN102296622A/en
Pending legal-status Critical Current

Links

Images

Abstract

The invention relates to a micro-pipe bundle seepage pipe for tailings. The micro-pipe bundle seepage pipe comprises a pipe bundle body, wherein the pipe bundle body comprises a plurality of micro-seepage pipes arranged side by side, a plurality of micro-grooves penetrating axially are arranged on the surfaces of the micro-seepage pipes, a water accommodating cavity which penetrates axially is arranged on each micro-groove and extended to the inside of the micro-seepage pipe, the volume of each water accommodating cavity is larger than that of each micro-groove, one end of the pipe bundle body is connected with a closing joint and the other end of the pipe bundle body is connected with a water outlet joint. The micro-pipe bundle seepage pipe for the tailings has the beneficial effects that the micro-pipe bundle seepage pipe does not need to be wrapped with non-woven fabric, the capillary phenomenon is successfully applied, and the micro-pipe bundle seepage pipe is hardly blocked and seepage failure caused by long-term use can be avoided, the major potential safety hazard problem in disposal of tailings is solved and a new seepage and drainage way is developed. Simultaneously, due to the adoption of the pipe bundle, the seepage contact area with the outside is improved by multiple times in comparison with that of a water collecting pipe with the same diameter, the seepage and drainage efficiency is greatly improved, and the diameter and the number of the micro-seepage pipes can be adjusted according to actual needs so as to meet the demands under different environmental conditions.

Description

Mine tailing microtubule fasolculus soakaway trench
Technical field
The invention belongs to the mine, geotechnical engineering is oozed the water discharge technology field, particularly a kind of mine tailing microtubule fasolculus soakaway trench.
Background technology
At present, the mine tailing subject matter that collapses is the phreatic line height, is the water that effectively oozes in last person's slag and reduce the main means of phreatic line.The main header outsourcing nonwoven that adopts of existing mine tailing infiltration filters infiltration, but the infiltration area of header is limited, and it is lower to ooze drainage efficiency; Also because nonwoven is easily assembled molecule, stop up easily after use a period of time, filtering lost efficacy can't seep water thereby cause, and then causes the mine tailing phreatic line to raise, and finally brings out mine tailing and collapses, and threatens the safety in mine tailing storehouse and staff's life security.
Summary of the invention
For solving above technical deficiency, the invention provides a kind of drainage efficiency height that oozes, mine tailing microtubule fasolculus soakaway trench safe in utilization.
The present invention is achieved by the following measures:
A kind of mine tailing microtubule fasolculus soakaway trench of the present invention comprises tube bundle, and described tube bundle is by side by side some
Little pipe that oozes form, described little tube-surface that oozes is provided with some micro-grooves that axially run through, each micro-groove is to little inner water containing chamber that axially runs through that is extended with of pipe that oozes, the volume of described water containing chamber is greater than the volume of micro-groove, tube bundle one end is connected with closed joint, and the tube bundle other end is connected with water out adapter.
Preferably, above-mentioned little pipe that oozes is circle for solid and cross section.
Preferably, above-mentioned micro-groove evenly distributes along little pipe circumference that oozes.
Preferably, above-mentioned little ooze the pipe diameter be 6mm, the micro-groove width is 0.2 ~ 0.3mm, the water containing chamber diameter
Be 1.2mm.
The invention has the beneficial effects as follows:
It need not the nonwoven parcel, successfully uses capillarity, not only be difficult for stopping up, but also the infiltration inefficacy of having avoided long-time use to cause has solved the major safety risks problem that mine tailing is handled, and has started the new mode of draining of oozing.While restrains owing to adopting, thereby than improving several times with the header of diameter and the infiltration contact area in the external world, has improved greatly and oozed drainage efficiency, can also adjust little oozing according to actual needs and manage diameter and quantity, satisfies the demand under the varying environment situation.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is little pipe cross-sectional structure schematic diagram that oozes.
Fig. 3 is a tube bundle cross-sectional structure schematic diagram.
Among the figure: 1 little pipe that oozes, 2 closed joints, 3 water out adapters, 4 micro-grooves, 5 water containing chambers.
The specific embodiment
As shown in Figure 1, 2, 3, a kind of mine tailing microtubule fasolculus soakaway trench of the present invention comprises tube bundle,
Tube bundle is made up of some little pipes 1 that ooze side by side, little pipe 1 that oozes adopts solid and cross section is circular long tube, little pipe 1 surface of oozing is provided with some micro-grooves that axially run through 4, micro-groove 4 evenly distributes along little pipe 1 circumference that oozes, each micro-groove 4 is extended with the water containing chamber 5 that axially runs through to little pipe 1 inside of oozing, the volume of water containing chamber 5 is greater than the volume of micro-groove 4, and tube bundle one end is connected with closed joint 2, prevents that slag from entering obstruction micro-groove 4 or water containing chamber 5 from the upper end; The tube bundle other end is connected with water out adapter 3, and water out adapter 3 will seep water and concentrate and insert aqueduct.Preferably, little ooze the pipe 1 diameter be 6mm, micro-groove 4 width are 0.2 ~ 0.3mm, water containing chamber 5 diameters are 1.2mm.Little length of oozing pipe 1 makes up arbitrarily with different according to the water percolating capacity needs with quantity.
Its operating principle is:
When there is water on mine tailing microtubule fasolculus soakaway trench surface, according to capillarity, micro-groove 4 is equivalent to capillary tube, extraneous infiltration forms capillary water and is inhaled in little micro-groove 4 that oozes pipe 1 under effect of water pressure, and then inflow water containing chamber 5, thereby the water containing chamber that axially runs through 5 forms single little aqueduct, concentrates the weep in several little aqueducts to be pooled to the big current of lower end water out adapter 3 formation, flows into aqueduct and drains.
This product is the substitute products of header, so be fit to the construction and the mounting process of all headers fully.The foregoing description is described to be in order to specify this patent; though describe by specific term in the literary composition; but can not limit the protection domain of this patent with this; being familiar with the personage of this technical field can be after the spirit of understanding this patent and principle change or revises it and reach equivalent purpose; and this equivalence change and modification all should be covered by the claim scope and define in the category.

Claims (4)

1. mine tailing microtubule fasolculus soakaway trench, it is characterized in that: comprise tube bundle, described tube bundle is made up of some little pipes that ooze side by side, described little tube-surface that oozes is provided with some micro-grooves that axially run through, each micro-groove is to little inner water containing chamber that axially runs through that is extended with of pipe that oozes, the volume of described water containing chamber is greater than the volume of micro-groove, and tube bundle one end is connected with closed joint, and the tube bundle other end is connected with water out adapter.
2. according to the described mine tailing microtubule fasolculus of claim 1 soakaway trench, it is characterized in that: described little pipe that oozes is circle for solid and cross section.
3. according to claim 1 or 2 described mine tailing microtubule fasolculus soakaway trenchs, it is characterized in that: described micro-groove evenly distributes along little pipe circumference that oozes.
4. according to the described mine tailing microtubule fasolculus of claim 1 soakaway trench, it is characterized in that: little ooze the pipe diameter be 6mm, the micro-groove width is 0.2 ~ 0.3mm, the water containing chamber diameter is 1.2mm.
CN2011101295213A 2011-05-19 2011-05-19 Micro-pipe bundle seepage pipe for tailings Pending CN102296622A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011101295213A CN102296622A (en) 2011-05-19 2011-05-19 Micro-pipe bundle seepage pipe for tailings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011101295213A CN102296622A (en) 2011-05-19 2011-05-19 Micro-pipe bundle seepage pipe for tailings

Publications (1)

Publication Number Publication Date
CN102296622A true CN102296622A (en) 2011-12-28

Family

ID=45357285

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011101295213A Pending CN102296622A (en) 2011-05-19 2011-05-19 Micro-pipe bundle seepage pipe for tailings

Country Status (1)

Country Link
CN (1) CN102296622A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060622A (en) * 2014-07-14 2014-09-24 云南建工第四建设有限公司 Method for discharging water in pint through steel bucket in pit
CN113279390A (en) * 2021-07-26 2021-08-20 北京矿冶研究总院 Drainage system for weak beach surface of tailing pond, tailing pond and application

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4878781A (en) * 1988-12-06 1989-11-07 Gregory Steven D Moisture control system for a foundation
CN1303974A (en) * 1999-12-17 2001-07-18 胡鸣群 Drainage method and drain pipe using said method
CN1963040A (en) * 2006-11-30 2007-05-16 付文堂 Seepage drainage method for tailing dam and seepage drainage pipe for use therein
CN101629417A (en) * 2009-08-14 2010-01-20 中国科学院武汉岩土力学研究所 Chemical siltation resisting drainage device for tailing dam
CN202117064U (en) * 2011-05-19 2012-01-18 周昕 Micro pipe bundle water penetration pipe for tailings

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4878781A (en) * 1988-12-06 1989-11-07 Gregory Steven D Moisture control system for a foundation
CN1303974A (en) * 1999-12-17 2001-07-18 胡鸣群 Drainage method and drain pipe using said method
CN1963040A (en) * 2006-11-30 2007-05-16 付文堂 Seepage drainage method for tailing dam and seepage drainage pipe for use therein
CN101629417A (en) * 2009-08-14 2010-01-20 中国科学院武汉岩土力学研究所 Chemical siltation resisting drainage device for tailing dam
CN202117064U (en) * 2011-05-19 2012-01-18 周昕 Micro pipe bundle water penetration pipe for tailings

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060622A (en) * 2014-07-14 2014-09-24 云南建工第四建设有限公司 Method for discharging water in pint through steel bucket in pit
CN104060622B (en) * 2014-07-14 2016-02-10 云南建工第四建设有限公司 Steel drum Yield rainfall relation method is cheated in a kind of hole
CN113279390A (en) * 2021-07-26 2021-08-20 北京矿冶研究总院 Drainage system for weak beach surface of tailing pond, tailing pond and application

Similar Documents

Publication Publication Date Title
CN204780819U (en) Reverse pre -buried french drain row system of oozing of tailing dam
CN202040445U (en) Salt drainage pipe for soil improvement
CN204741720U (en) Saline and alkaline land is with combination hidden pipe
CN102296622A (en) Micro-pipe bundle seepage pipe for tailings
CN104452650A (en) Lake water flow distribution irrigation system
CN202117064U (en) Micro pipe bundle water penetration pipe for tailings
CN204968808U (en) Water -saving irrigation system
CN204141086U (en) Changable type composite draining pipe
CN105587945B (en) Changeable type composite draining pipe
CN106087648A (en) A kind of urban road special Quick drainage system
CN201459693U (en) Water-permeable pipe
CN213709025U (en) Municipal garden is with automatic drainage greening system
CN204919766U (en) Municipal works are with many delivery ports drain pipe
CN205894058U (en) Downthehole protection device of deep layer slip mass dark wash port overlap joint combination formula
CN203167543U (en) Salt elimination pipe component of saline-alkali soil
CN210712894U (en) Underground garage outer wall decompression drainage device
CN207812438U (en) One kind easily oozing ripple water-permeable pipe
CN202280048U (en) Leakage pipe
CN203213129U (en) Controllable non-return drainer
CN209368854U (en) Foundation pit side-wall infiltration current-collecting device
CN201915373U (en) Blind ditch pipe material
CN203284291U (en) Land infiltration system adopting minimally invasive excavation for treating rural domestic sewage
CN203235587U (en) Irrigation-drainage water pipe
CN202450609U (en) Automatic sewage draining device for preventing sewage from overflowing
CN202850176U (en) Energy-dissipation mixed flow plastic inspection well

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20111228