CN205678330U - A kind of underground filling pipeline wear-resistant bend device - Google Patents

A kind of underground filling pipeline wear-resistant bend device Download PDF

Info

Publication number
CN205678330U
CN205678330U CN201620629209.9U CN201620629209U CN205678330U CN 205678330 U CN205678330 U CN 205678330U CN 201620629209 U CN201620629209 U CN 201620629209U CN 205678330 U CN205678330 U CN 205678330U
Authority
CN
China
Prior art keywords
elbow
transhipment
pipe
sand
filling pipeline
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
Application number
CN201620629209.9U
Other languages
Chinese (zh)
Inventor
何恩亮
侯华山
杜成伟
魏加富
鞠乔
张泽峰
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 CN201620629209.9U priority Critical patent/CN205678330U/en
Application granted granted Critical
Publication of CN205678330U publication Critical patent/CN205678330U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Abstract

The utility model discloses a kind of underground filling pipeline wear-resistant bend device, including sand-feeding tube, transhipment pipe, elbow and outer tube, sand-feeding tube lower end is connected communicates with transhipment pipe upper end, transhipment pipe top arranges block ring, and transhipment side, pipe bottom arranges sand removing hole, and in the middle part of transhipment pipe, side is connected with elbow left end and communicates, lining is set in elbow, elbow right-hand member is connected with outer tube, arranges inner tube in outer tube, and elbow right-hand member is connected with inner tube and communicates.The utility model, by transhipment pipe bottom deposition tailings heap, the last mortar constant impingement tailings heap falling after making, producing the effect of sand milling sand, reduces the flow velocity of last mortar, the impulsive force reducing last mortar;The lining arranging in elbow can weaken last mortar to the impact of elbow and abrasion, improves the service life of elbow.The utility model simple in construction, facilitates durable.

Description

A kind of underground filling pipeline wear-resistant bend device
Technical field
The utility model relates to a kind of underground filling pipeline equipment, is exactly that a kind of underground filling pipeline is wear-resisting curved specifically Head unit.
Background technology
At present, the transfer pipeline elbow of down-hole drilling tailings slurry uses ceramic composite pipe or bimetal tube, Require higher local many employing Backpack type wear-resistant bends to wear-resisting, but owing to underground filling elbow is very big by charges Impact, and last mortar flow velocity is too fast, causes the elbow life-span low, and fragile, impact is normal to be produced, grinding of traditional wear-resistant bend Studying carefully direction is more conversion materials, increases wall thickness, but cost needed for the direction is high, and the R&D cycle is long, and, when stowing gradient is too small, Typically can affect the conveying of last mortar.
Content of the invention
The utility model is for deficiency of the prior art, it is therefore an objective to provide one reduce last mortar flow velocity and impulsive force, The low underground filling elbow of pipeline device of wear-resisting, production cost.
The technical scheme that the above-mentioned technical problem of the utility model solution is used is:
A kind of underground filling pipeline wear-resistant bend device, including sand-feeding tube, transhipment pipe, elbow and outer tube, sand-feeding tube lower end Being connected with transhipment pipe upper end and communicating, transhipment pipe top arranges block ring, can arrange multiple block ring, and transhipment side, pipe bottom is arranged Sand removing hole, in the middle part of transhipment pipe, side is connected with elbow left end and communicates, and arranges lining, the shape in a tubular form and with elbow for the lining in elbow Shape is corresponding, and elbow right-hand member is connected with outer tube, arranges inner tube in outer tube, and elbow right-hand member is connected with inner tube and communicates, the diameter of inner tube Less than the diameter of elbow, the diameter of outer tube is identical with the diameter of elbow.
The material of above-mentioned lining is polyurethane rubber.
Above-mentioned sand-feeding tube, transhipment tubing matter are abrasion-resistant metal pipe.
Above-mentioned elbow, outer tube, inner tube material are antiwear composite ceramic.
Above-mentioned outer tube, inner tube length are all higher than 4 meters.
The utility model has the beneficial effect that
Compared with prior art, the utility model is by arranging block ring on transhipment pipe top, it is possible to decrease the stream of last mortar Speed, the impulsive force reducing last mortar;The tailings heap of transhipment pipe bottom deposition, the last mortar constant impingement tailings heap falling after making, Produce the effect of sand milling sand, reduce the flow velocity of last mortar, the impulsive force reducing last mortar further;The lining arranging in elbow can Weakening last mortar to the impact of elbow and abrasion, improving the service life of elbow, inner tube diameter, less than the caliber of elbow, increases The local resistance loss of pipeline, had both reduced the flow velocity of last mortar, reduces impact and the abrasion of inner tube, can guarantee that again last mortar In the flowing of inner tube full packages, reduce the too small adverse effect to last mortar conveying of stowing gradient.Sand removing hole can clear out of part tailings Heap, it is ensured that the conveying of last mortar is unimpeded.The utility model simple in construction, facilitates durable.
Brief description
The following drawings is only intended in making schematic description and interpretation to the utility model, however it is not limited to of the present utility model Scope.Wherein,
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
In order to technical characteristic of the present utility model, purpose, effect and embodiment are more clearly understood from, in conjunction with Brief description detailed description of the invention of the present utility model.
As it is shown in figure 1, a kind of underground filling pipeline wear-resistant bend device, including the 1st, sand-feeding tube transport pipe the 2nd, elbow 3 and outward Pipe 4, sand-feeding tube 1 lower end is connected communicates with transhipment pipe 2 upper end, transports pipe 2 top and arranges block ring 9, can arrange multiple block ring 9, transhipment side, pipe 2 bottom arranges sand removing hole 7, and in the middle part of transhipment pipe 2, side is connected with elbow 3 left end and communicates, and setting in elbow 3 serves as a contrast In 8, in a tubular form and corresponding with the shape of elbow 3, elbow 3 right-hand member is connected lining 8 with outer tube 4, arranges inner tube 5 in outer tube 4, curved 3 right-hand members are connected with inner tube 5 and communicate, the diameter of inner tube 5 less than the diameter of elbow 3, the diameter phase of the diameter of outer tube 4 and elbow 3 With.
The utility model specifically operates as follows, and sand-feeding tube 1 is vertically installed in boring, and transhipment pipe 2 is vertically pacified Being contained on the base plate in tunnel, elbow the 3rd, outer tube the 4th, inner tube 5 is along roadway layout, when the last mortar on ground is by boring pipeline high velocity stream During to foot of hole, being fallen in transhipment pipe 2 by sand-feeding tube 1, the block ring 9 that transhipment pipe 2 top is arranged can reduce the stream of last mortar Speed, the impulsive force reducing last mortar, the last mortar falling at first is deposited as tailings heap 6 in transhipment pipe 2 bottom, after the tailings that falls Slurry constant impingement tailings heap 6, makes to be washed in the middle part of tailings heap 6 circular cone cavity, produces the effect of sand milling sand, the existence of tailings heap 6 Further reducing the flow velocity of last mortar, the impulsive force reducing last mortar, the last mortar having impacted tailings heap 6 flows back up To elbow 3, the lining 8 that arranges in elbow 3 can weaken last mortar to the impact of elbow 3 and abrasion, improves the use longevity of elbow 3 Life, flows through the last mortar of elbow 3 inner tube 5 in tunnel and carries, and owing to caliber attenuates, the local resistance increasing pipeline is damaged Lose, both reduced the flow velocity of last mortar, and reduced impact and the abrasion of inner tube 5, and can guarantee that again last mortar at inner tube 5 full-section pipe-flow Dynamic, reduce the too small adverse effect to last mortar conveying of stowing gradient.When the tailings heap 6 of transhipment pipe 2 bottom deposition is more, impact During the conveying of last mortar, open sand removing hole 7 and clear out of part tailings heap 6, it is ensured that the conveying of last mortar is unimpeded.
In such scheme, the material of lining 8 is polyurethane rubber, and anti-wear performance is good.
In such scheme, the 1st, sand-feeding tube is transported pipe 2 material and is abrasion-resistant metal pipe.
In such scheme, elbow the 3rd, outer tube the 4th, inner tube 5 material is antiwear composite ceramic.
In such scheme, outer tube the 4th, inner tube 5 length is all higher than 4 meters.
The foregoing is only the schematic detailed description of the invention of the utility model, be not limited to model of the present utility model Enclose.Any those skilled in the art, the equivalent variations made on the premise of without departing from design of the present utility model and principle, Modification and combination, without departing from spirit of the present utility model, all should belong to the scope of the utility model protection.

Claims (7)

1. a underground filling pipeline wear-resistant bend device, it is characterised in that: include sand-feeding tube, transhipment pipe, elbow and outer tube, enter Sandpipe lower end is connected communicates with transhipment pipe upper end, and transhipment pipe top arranges at least one block ring, the setting of transhipment side, pipe bottom Sand removing hole, in the middle part of transhipment pipe, side is connected with elbow left end and communicates, and arranges lining in elbow, and elbow right-hand member is connected with outer tube, outward Arranging inner tube in pipe, elbow right-hand member is connected with inner tube and communicates.
2. a kind of underground filling pipeline wear-resistant bend device according to claim 1, it is characterised in that: described inner tube Diameter is less than the diameter of elbow, and the diameter of outer tube is identical with the diameter of elbow.
3. a kind of underground filling pipeline wear-resistant bend device according to claim 1, it is characterised in that: described lining in Tubulose and corresponding with the shape of elbow.
4. a kind of underground filling pipeline wear-resistant bend device according to claim 1, it is characterised in that: described lining Material is polyurethane rubber.
5. a kind of underground filling pipeline wear-resistant bend device according to claim 1, it is characterised in that: described enters sand Pipe, transhipment tubing matter are abrasion-resistant metal pipe.
6. a kind of underground filling pipeline wear-resistant bend device according to claim 1, it is characterised in that: described elbow, Outer tube, inner tube material are antiwear composite ceramic.
7. a kind of underground filling pipeline wear-resistant bend device according to claim 1, it is characterised in that: described outer tube, Inner tube length is all higher than 4 meters.
CN201620629209.9U 2016-06-24 2016-06-24 A kind of underground filling pipeline wear-resistant bend device Expired - Fee Related CN205678330U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620629209.9U CN205678330U (en) 2016-06-24 2016-06-24 A kind of underground filling pipeline wear-resistant bend device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620629209.9U CN205678330U (en) 2016-06-24 2016-06-24 A kind of underground filling pipeline wear-resistant bend device

Publications (1)

Publication Number Publication Date
CN205678330U true CN205678330U (en) 2016-11-09

Family

ID=57428906

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620629209.9U Expired - Fee Related CN205678330U (en) 2016-06-24 2016-06-24 A kind of underground filling pipeline wear-resistant bend device

Country Status (1)

Country Link
CN (1) CN205678330U (en)

Similar Documents

Publication Publication Date Title
CN102518464A (en) Method for extracting gas at corner on recovery working face in coal mine
CN101435321A (en) Horizontal well tube exterior subsection gravel filling sand prevention process and pipe column
CN101463719A (en) Flow control device of high-efficiency flow control screen pipe
SA520411447B1 (en) Removing Debris from a Hydrocarbon Fluid
CN103775010B (en) A kind of horizontal segment gas drilling hole cleaning instrument
CN205678343U (en) A kind of slip self-flowing pastefill dual increasing resistance anti-attrition device
CN205678330U (en) A kind of underground filling pipeline wear-resistant bend device
CN104074516A (en) Filling drill bit for drilling type coal mining machine
CN103912225B (en) The auxiliary inflating underbalance brill Multilateral Wells for coal-bed gas exploitation takes rock instrument
CN107906301A (en) Eccentric wear-resisting combination filling pipe
JP2016108774A (en) Gas-hydrate recovery system, and recovery method thereof
CN102162374A (en) An anti-blocking device for a gob water drainage drill hole
CN103375159A (en) Multi-flowing-hole slide bushing and multistage horizontal well fracturing slide bushing string
CN103321678B (en) Gob filling device and gob filling method capable of prolonging service life of filling drilled hole
CN201330559Y (en) Pneumatic down-hole hammer wind-pressure drilling device
CN205627308U (en) A high pressure buffering filter equipment for fill pipe network in pit
CN205972995U (en) Underground material conveying system
CN205876272U (en) Guarantee flexible drifting ware of scraping of unblocked impact brill formula of test channel
CN205297499U (en) Glib talker and production tree
CN205504231U (en) Prevent splash pipeline
CN201636454U (en) Double-layer wear-resistant pipe
CN102635316A (en) Rigid spiral idler centralizer
CN206175918U (en) Mining wear -resisting bend
CN106523027A (en) Deep well pipeline delivery pressure relieving and filling device and using method thereof
CN205973002U (en) Filling system is carried to material

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: 20161109

Termination date: 20170624