CN206655300U - A kind of new combined seeping water discharging device - Google Patents
A kind of new combined seeping water discharging device Download PDFInfo
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- CN206655300U CN206655300U CN201720383797.7U CN201720383797U CN206655300U CN 206655300 U CN206655300 U CN 206655300U CN 201720383797 U CN201720383797 U CN 201720383797U CN 206655300 U CN206655300 U CN 206655300U
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Abstract
A kind of new combined seeping water discharging device, it is related to Tailings Dam row and oozes technical field.The new combined seeping water discharging device oozes vertical shaft and horizontal seepage pipe including row；The row is oozed vertical shaft and is made up of the prefabricated vertical shaft module of more piece, it is tubular structure often to save prefabricated vertical shaft module, at the top of every prefabricated vertical shaft module of section, the inwall of the prefabricated vertical shaft module is provided with the recessed step of a circle, in the bottom of every prefabricated vertical shaft module of section, the outer wall of the prefabricated vertical shaft module is provided with the recessed step of a circle, the step of the step and prefabricated vertical shaft module top adjacent thereto that often save prefabricated vertical shaft module bottom is fitted close, and the prefabricated vertical shaft module that the horizontal seepage pipe oozes vertical shaft lowermost end with the row connects.The aperture that the new combined seeping water discharging device row oozes vertical shaft is larger, and efficiency is oozed in the row of improving, and washing well process is convenient.
Description
Technical field
It the utility model is related to Tailings Dam row and ooze technical field, more particularly to a kind of new combined seeping water discharging device.
Background technology
Combined seeping water discharging device oozes vertical shaft and horizontal seepage pipe including row, after Tailings Dam shaping, due to the mistake produced in the later stage
Cheng Zhong, the fill dam on initial dam can gradually increase, and after preventing dam body from increasing, dam facing tailings oozes vertical shaft by row
Well head enter in well to be formed and deposit and then influence drainage effect, will can arrange the height that ooze vertical shaft make it is very high to ensure on dam
Body increases heel row and oozes the height that vertical shaft is still higher by dam body, and during arrangement row oozes vertical shaft and horizontal seepage pipe, use is non-
The equipment such as digging drill are oozed vertical shaft and horizontal seepage pipe to row and disposably installed.
Because the height that row oozes vertical shaft is higher, therefore in order to reduce the weight and volume that row oozes vertical shaft, facilitates installation process,
The less PE of diameter can be used to manage or ooze vertical shaft as row without sandpipe, because diameter is smaller, it is less efficient make it that row is oozed；Together
When, after long-term use, due to the alluvial of tailings mud, tailings mud can be formed by arranging the tailings oozed around vertical shaft outer wall, be oozed in row perpendicular
One layer is formed outside well and is not easy permeable mud integument, and preventing water, effect is oozed in the row of reduce further from being oozed into row in vertical shaft
Rate；Simultaneously as the caliber that row oozes vertical shaft is smaller, it is not easy to carry out cleaning and the improvement of structure.
Utility model content
In order to solve the problems, such as existing for existing combined seeping water discharging device that row is oozed less efficient and is not easy to cleaning, this reality
A kind of new combined seeping water discharging device is provided with new embodiment, the new combined seeping water discharging device oozes vertical shaft and level including row
Drainage pipe；
The row is oozed vertical shaft and is made up of the prefabricated vertical shaft module of more piece, and it is tubular structure often to save prefabricated vertical shaft module, every
The top of prefabricated vertical shaft module is saved, the inwall of the prefabricated vertical shaft module is provided with the recessed step of a circle, it is prefabricated perpendicular in every section
The bottom of well module, the outer wall of the prefabricated vertical shaft module is provided with the recessed step of a circle, often saves prefabricated vertical shaft module bottom
Step and the step of prefabricated vertical shaft module top adjacent thereto be fitted close, the horizontal seepage pipe and the row ooze vertical shaft
The prefabricated vertical shaft module connection of lowermost end.
The step of the step and prefabricated vertical shaft module top adjacent thereto that often save prefabricated vertical shaft module bottom passes through coagulation
Soil bonding.
The step of the step and prefabricated vertical shaft module top adjacent thereto that often save prefabricated vertical shaft module bottom passes through reinforcing bar
Through together.
Often save and be equipped with ladder on the inwall of prefabricated vertical shaft module.
The internal diameter for often saving the prefabricated vertical shaft module is d, 1m≤d≤5m.
The side wall for often saving the prefabricated vertical shaft module is provided with least one radiation branch pipe, and each radiation branch pipe is pre- with this
Vertical shaft module connection processed.
The prefabricated vertical shaft module is often saved to be provided with for non-sand concrete pipe or side wall and arrange the precast concrete pipe for oozing crack.
In the utility model, row is formed by the prefabricated vertical shaft module of more piece and oozes vertical shaft, can the row of increasing ooze the hole of vertical shaft
Footpath, efficiency so is oozed come the row of raising, and because row oozes the aperture increasing of vertical shaft so that the washing well process that row oozes vertical shaft is convenient, with
And transformation process is convenient, radiation branch pipe can be set to be oozed come the further row of raising in the side wall of the prefabricated vertical shaft module of large aperture
Efficiency, on the inwall of prefabricated vertical shaft module ladder can also be set to facilitate person works.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the structural representation that new combined seeping water discharging device provided by the utility model is arranged on dam body；
Fig. 2 is a kind of profile of prefabricated vertical shaft module provided by the utility model；
Fig. 3 is the profile of the two provided by the utility model prefabricated vertical shaft modules being installed together；
Fig. 4 is the structural representation that new combined seeping water discharging device provided by the utility model is arranged on dam body；
Fig. 5 is Fig. 4 top view；
Fig. 6 is Fig. 1 top view；
Fig. 7 is the profile of another prefabricated vertical shaft module provided by the utility model；
Fig. 8 is the top view that new combined seeping water discharging device provided by the utility model is arranged on dam body.
Wherein,
1 row oozes vertical shaft, 2 horizontal seepage pipes, 3 prefabricated vertical shaft modules, 4 initial dams, 5 fill dams, 6 radiation branch pipes, 7 ladders, and 8
Reinforcing bar.
Embodiment
In order to solve the problems, such as existing for existing combined seeping water discharging device that row is oozed less efficient and is not easy to cleaning, such as scheme
Shown in 1, the utility model provides a kind of new combined seeping water discharging device, and the new combined seeping water discharging device oozes the He of vertical shaft 1 including row
Horizontal seepage pipe 2；
Row is oozed vertical shaft 1 and is made up of the prefabricated vertical shaft module 3 of more piece, as shown in Fig. 2 it is tubulose often to save prefabricated vertical shaft module 3
Structure, at the top of every prefabricated vertical shaft module 3 of section, the inwall of the prefabricated vertical shaft module 3 is provided with the recessed step A of a circle,
In the bottom of every prefabricated vertical shaft module 3 of section, the outer wall of the prefabricated vertical shaft module 3 is provided with a circle recessed step B, such as Fig. 3
It is shown, often save the step B of the prefabricated bottom of vertical shaft module 3 and the step A at the top of prefabricated vertical shaft module 3 adjacent thereto closely matches somebody with somebody
Close, the prefabricated vertical shaft module 3 that horizontal seepage pipe 2 oozes the lowermost end of vertical shaft 1 with row connects.
In the utility model, often save prefabricated vertical shaft module 3 and be provided with row for non-sand concrete pipe or side wall and ooze the pre- of crack
Pipe of concrete processed.
Row in the utility model, which oozes vertical shaft 1, includes the prefabricated vertical shaft module 3 of more piece, can be according to the height of the dam body of reality
The prefabricated vertical shaft module 3 of different joint numbers is installed, when dam body is highly relatively low, the joint number of prefabricated vertical shaft module 3 is less, with dam body
Increase, new prefabricated vertical shaft module 3 can be increased section by section in the prefabricated vertical shaft module 3 that original row oozes the top of vertical shaft 1, i.e.,
Modularization is installed, and installation process is convenient, therefore can be using the non-sand concrete pipe or precast concrete pipe of major diameter as prefabricated
Vertical shaft module 3, due to the increase of caliber, efficiency is oozed in the row of substantially increasing, and washing well process is convenient；Due in the utility model
Row is oozed vertical shaft 1 and highly installed according to dam facing, relative to highly higher row disposably is oozed into vertical shaft in the prior art
For, can the row of avoiding ooze that vertical shaft is too high and the phenomenon toppled occurs, security also increases；Every two section in the present invention
Adjacent prefabricated vertical shaft module 3 is staggeredly combined by hierarchic structure, and tight type is more preferable, can prevent mud from penetrating into row and oozing vertical shaft 1
It is interior, in order to ensure stability that the prefabricated vertical shaft module 3 of adjacent two is connected, often save the prefabricated bottom of vertical shaft module 3 step and
The step at the top of prefabricated vertical shaft module adjacent thereto 3 can by concrete conglutination or, as shown in figure 3, being passed through by reinforcing bar 8
It is worn together, ensures that row oozes vertical shaft 1 and fracture dip will not occur when by lateral pressure.
In the utility model, the internal diameter for often saving prefabricated vertical shaft module 3 is d, 1m≤d≤5m.
As shown in Figure 4 and Figure 5, the fill dam 5 in initial dam 4 is provided with combined seeping water discharging device, the joint row in Fig. 4
The row of device, which oozes vertical shaft 1, includes three prefabricated vertical shaft modules 3, and one end and the row of horizontal seepage pipe 2 are oozed vertical shaft 1 and connected, the other end
Connected with dam facing pumping equipment, as shown in figures 1 to 6, during production, the dam body on fill dam 5 can gradually increase, with
Increasing for dam body, new prefabricated vertical shaft mould can be increased section by section in the prefabricated vertical shaft module 3 that original row oozes the top of vertical shaft 1
Block 3, the row in Fig. 1, which oozes vertical shaft 1, includes seven prefabricated vertical shaft modules 3, wherein, row oozes the prefabricated vertical shaft module 3 that vertical shaft 1 includes
Quantity can be rationally designed according to actual conditions, be not limited to the quantity enumerated in the present embodiment.
In the utility model, after a period of time has been used, mine tailing can be formed by arranging the tailings oozed around the outer wall of vertical shaft 1
Mud, it can now carry out well-flushing and ooze efficiency come the row of raising, due to being relatively large in diameter for prefabricated vertical shaft module 3, therefore washing well process side
Just.
, as shown in Figure 7 and Figure 8, can be in prefabricated vertical shaft mould in order to which further efficiency is oozed in the row of raising in the utility model
At least one radiation branch pipe 6 is set in the side wall of block 3, and each branch pipe 6 that radiates connects with the prefabricated vertical shaft module 3, radiation branch
The length of pipe 6 radiates the number of branch pipe 6 and in the prefabricated side wall of vertical shaft module 3 beyond well week waterproof body thickness
Specific installation site can ooze situation according to the row of reality and reasonably be designed.
As shown in figure 3, in the utility model, because row oozes the aperture increases of vertical shaft 1, therefore can also be relatively large in diameter
Prefabricated vertical shaft module 3 inwall on set ladder 7, personnel can be facilitated to be oozed into row in vertical shaft 1 and repaired and safeguarded.
In the utility model, row is formed by the prefabricated vertical shaft module 3 of more piece and oozes vertical shaft 1, can the row of increasing ooze vertical shaft 1
Aperture, efficiency so is oozed come the row of raising, and because row oozes the aperture increasing of vertical shaft 1 so that row oozes the washing well process side of vertical shaft 1
Just, and transformation process is convenient, can set radiation branch pipe 6 further in the side wall of the prefabricated vertical shaft module 3 of large aperture
Improve row and ooze efficiency, on the inwall of prefabricated vertical shaft module 3 ladder 7 can also be set to facilitate person works.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (7)
1. a kind of new combined seeping water discharging device, it is characterised in that the new combined seeping water discharging device oozes vertical shaft and level including row
Drainage pipe；
The row is oozed vertical shaft and is made up of the prefabricated vertical shaft module of more piece, and it is tubular structure often to save prefabricated vertical shaft module, pre- in every section
The top of vertical shaft module processed, the inwall of the prefabricated vertical shaft module is provided with the recessed step of a circle, in every prefabricated vertical shaft mould of section
The bottom of block, the outer wall of the prefabricated vertical shaft module is provided with the recessed step of a circle, often saves the platform of prefabricated vertical shaft module bottom
The step of rank and prefabricated vertical shaft module top adjacent thereto is fitted close, and the horizontal seepage pipe oozes vertical shaft most bottom with the row
The prefabricated vertical shaft module connection at end.
2. new combined seeping water discharging device according to claim 1, it is characterised in that often save the platform of prefabricated vertical shaft module bottom
The step of rank and prefabricated vertical shaft module top adjacent thereto passes through concrete conglutination.
3. new combined seeping water discharging device according to claim 1, it is characterised in that often save the platform of prefabricated vertical shaft module bottom
Together with the step of rank and prefabricated vertical shaft module top adjacent thereto is run through by reinforcing bar.
4. new combined seeping water discharging device according to claim 1, it is characterised in that on the inwall for often saving prefabricated vertical shaft module
It is equipped with ladder.
5. new combined seeping water discharging device according to claim 1, it is characterised in that often save the interior of the prefabricated vertical shaft module
Footpath is d, 1m≤d≤5m.
6. new combined seeping water discharging device according to claim 1, it is characterised in that often save the side of the prefabricated vertical shaft module
Wall is provided with least one radiation branch pipe, and each branch pipe that radiates connects with the prefabricated vertical shaft module.
7. according to the new combined seeping water discharging device described in any one of claim 1 to 6 claim, it is characterised in that often save institute
Prefabricated vertical shaft module is stated to be provided with for non-sand concrete pipe or side wall and arrange the precast concrete pipe for oozing crack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720383797.7U CN206655300U (en) | 2017-04-13 | 2017-04-13 | A kind of new combined seeping water discharging device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720383797.7U CN206655300U (en) | 2017-04-13 | 2017-04-13 | A kind of new combined seeping water discharging device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655300U true CN206655300U (en) | 2017-11-21 |
Family
ID=60318131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720383797.7U Active CN206655300U (en) | 2017-04-13 | 2017-04-13 | A kind of new combined seeping water discharging device |
Country Status (1)
| Country | Link |
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| CN (1) | CN206655300U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575870A (en) * | 2019-09-29 | 2021-03-30 | 沈阳铝镁设计研究院有限公司 | Dam body seepage drainage facility arrangement structure for wet-method discharge tailing pond and construction method |
-
2017
- 2017-04-13 CN CN201720383797.7U patent/CN206655300U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575870A (en) * | 2019-09-29 | 2021-03-30 | 沈阳铝镁设计研究院有限公司 | Dam body seepage drainage facility arrangement structure for wet-method discharge tailing pond and construction method |
| CN112575870B (en) * | 2019-09-29 | 2022-06-17 | 沈阳铝镁设计研究院有限公司 | Dam body seepage drainage facility arrangement structure for wet-method discharge tailing pond and construction method |
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