CN216238892U - Slag yard busbar system is abandoned to channel type - Google Patents
Slag yard busbar system is abandoned to channel type Download PDFInfo
- Publication number
- CN216238892U CN216238892U CN202122909634.7U CN202122909634U CN216238892U CN 216238892 U CN216238892 U CN 216238892U CN 202122909634 U CN202122909634 U CN 202122909634U CN 216238892 U CN216238892 U CN 216238892U
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- China
- Prior art keywords
- slag
- channel
- flood discharge
- retaining wall
- ditch
- 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
Links
- 239000002893 slag Substances 0.000 title claims abstract description 66
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 45
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 20
- 239000011083 cement mortar Substances 0.000 claims abstract description 10
- 239000004575 stone Substances 0.000 claims description 11
- 239000004567 concrete Substances 0.000 claims description 10
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 239000013049 sediment Substances 0.000 claims 2
- 230000006698 induction Effects 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 238000007599 discharging Methods 0.000 description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to the field of flood control and drainage, in particular to a channel type slag disposal field converging and guiding system which comprises a slag disposal field slag deposit range line, a water retaining wall arranged at the upstream of the slag disposal field slag deposit range line, a flood discharge channel at one side of a channel and a catch channel at the other side of the channel, wherein the water retaining wall is positioned in the upstream channel of the slag disposal field slag deposit range line and used for intercepting water in the upstream channel of the slag disposal field, the flood discharge channel is positioned at one side of the slag disposal field, an inlet section is arranged at the inlet of the flood discharge channel, and the flood discharge channel is communicated with the water retaining wall through the inlet section and used for guiding and draining the water in the channel to a downstream channel. This slag yard confluence drainage guide system is abandoned to ditch type through waterwall, protection flat, induction zone, bank protection, flood discharge ditch, catch basin, abandon slag yard heap slag scope line and M10 cement mortar plastering's setting, has realized simple structure, and easily management can effectively be abandoned slag yard upstream ditch water drainage to one side flood discharge ditch to effectively intercept the domatic catchment of opposite side, it is economical reasonable.
Description
Technical Field
The utility model relates to the technical field of flood control and drainage, in particular to a channel type waste slag yard confluence guide-bar system.
Background
After the surplus generated by excavating earth and stone sides in production and construction projects is comprehensively utilized, the waste slag needs to be stacked by arranging a special waste slag field, and more channel type waste slag fields are arranged in hilly areas and earth and stone mountain areas. The waste slag yard flood control drainage system is of great importance, and in the channel type waste slag yard flood control drainage design, measures such as a drainage ditch, a drainage culvert and the like are generally adopted to drain a busbar to a downstream channel. However, due to the lack of an effective drainage guide system or loose backfill in front of the retaining wall, the front ditch bottom of the retaining wall is washed and eroded by water flow, water in an upstream ditch can not enter a flood discharge ditch, the water permeates into the slag heaps of the slag dump from the front ditch bottom of the retaining wall, the shear strength index of the slag heaps is sharply reduced, the overall stability and the side slope stability of the slag dump are influenced, and the safety of the slag dump is influenced.
The tradition sets up the same specification at abandon slag yard both sides and cuts the escape canal, and upstream ditch water can not shunt and get into both sides and cut the escape canal, and cause the waste of cutting the escape canal masonry engineering volume.
The tradition cuts escape canal structural style and adopts the masonry trapezium structure usually, and excavation disturbance area is big, and the building stones lack, and the exploitation building stones cause ecological environment's destruction.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects of the prior art, the utility model provides a channel type refuse disposal site confluence drainage system, aiming at overcoming the problems that the upstream drainage measure of the prior refuse disposal site is lack of effective drainage measure, or the backfill soil in front of a water retaining wall is loose, the bottom of the front channel of the water retaining wall is washed and eroded by water flow, and the water of the upstream channel can not enter a flood drainage channel after permeating into the slag heap of the refuse disposal site.
In order to achieve the purpose, the utility model provides the following technical scheme: a channel type slag yard confluence guide-bar system comprises a slag yard slag range line, a water retaining wall arranged at the upstream of the slag yard slag range line, a flood discharge channel at one side of a channel and a water interception channel at the other side of the channel.
The water retaining wall is positioned in an upstream channel of a slag yard slag stacking range line and used for intercepting water in the upstream channel of the slag yard.
The flood discharge ditch is positioned on one side of the waste residue field, an inlet section is arranged at the inlet of the flood discharge ditch, and the flood discharge ditch is communicated with the water retaining wall through the inlet section and is used for guiding and discharging ditch water to a downstream channel.
The intercepting ditch is arranged along the edge of the slag piling line at the other side of the slag abandoning field and is used for intercepting the catchment of the slope surface at the other side.
Furthermore, a protection flat is arranged in front of the water retaining wall.
Furthermore, the front fender of the retaining wall extends to the slope surface from two sides to form a slope protection.
Furthermore, M10 cement mortar is arranged on the upstream surface of the water retaining wall.
Furthermore, the structural form of the inlet sections of the water retaining wall, the apron, the slope protection and the flood discharge channel adopts M7.5 grouted stones or buried stone concrete.
Furthermore, the structural form of the flood discharge ditch adopts C25 concrete or C25 reinforced concrete.
Furthermore, an inlet section of the flood discharge ditch is provided with M10 cement mortar plastering on the water passing section.
Furthermore, the structural form of the intercepting drain adopts C25 concrete or C25 reinforced concrete.
Compared with the prior art, the technical scheme of the application has the following beneficial effects:
1. this slag yard confluence drainage guide system is abandoned to ditch type through waterwall, protection flat, induction zone, bank protection, flood discharge ditch, catch basin, abandon slag yard heap slag scope line and M10 cement mortar plastering's setting, has realized simple structure, and easily management can effectively be abandoned slag yard upstream ditch water drainage to one side flood discharge ditch to effectively intercept the domatic catchment of opposite side, it is economical reasonable.
Drawings
FIG. 1 is a schematic plan view of a channel type slag dump busbar system according to the present invention;
FIG. 2 is a schematic cross-sectional view of a flood discharge trench of a channel type refuse dump busbar system according to the present invention;
FIG. 3 is a schematic cross-sectional view of a gutter of a channel type refuse dump busbar system according to the present invention;
FIG. 4 is a schematic cross-sectional view of a water retaining wall and a apron of a channel type refuse dump busbar system according to the present invention;
FIG. 5 is a schematic cross-sectional view of an inlet section of a channel type refuse dump busbar system according to the present invention;
FIG. 6 is a schematic cross-sectional view of a front slope protection of a water retaining wall of a channel type slag dump converging guide system.
In the figure: 1. a water retaining wall; 2. protecting the flat; 3. an inlet section; 4. slope protection; 5. arranging flood ditches; 6. intercepting a ditch; 7. discarding the slag range line of the slag yard; 8. m10 cement mortar plastering.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-6, a channel type slag discarding field converging and guiding system in the present embodiment includes a slag discarding field slag range line 7, a retaining wall 1 disposed at an upstream of the slag discarding field slag range line 7, a flood discharging channel 5 at one side of the channel, and a intercepting channel 6 at the other side of the channel, wherein the retaining wall 1 is located in the channel at the upstream of the slag discarding field slag range line 7, and the intercepting channel 6 is disposed along an edge of the slag line at the other side of the slag discarding field.
Be provided with before the breakwater 1 and protect a 2, the breakwater 1 before 2 extends to domatic formation bank protection 4 to both sides, and the breakwater 1 upstream face is provided with M10 cement mortar and wipes face 8, and the structural style of the importation section 3 that breakwater 1, the flat 2, bank protection 4 and flood discharge ditch 5 set up adopts M7.5 grout stone or buried stone concrete.
In the embodiment, the width of the top of a water retaining wall 1 is 0.8M, the height of the wall body is 2.5M, the slope ratio of the upstream surface is 1:0.15, the slope ratio of the downstream surface is 1:0.35, the width of the toe and the heel of the wall is 0.5M, the height of the toe and the heel of the wall is 0.8M, the burial depth of the water retaining wall 1 is not less than 1M, the upstream surface of the water retaining wall 1 is coated with M10 cement mortar to form a surface 8 with the thickness of 2cm, and in practical application, the form of the water retaining wall 1 is determined according to the shape, the terrain, the gradient and the like of a site channel of the water retaining wall 1, and stability analysis is carried out.
In the embodiment, the thickness of the apron 2 is 0.4m, the length of the apron 2 is 3m, the width of the tooth groove of the apron 2 is 0.5m, and the height of the tooth groove of the apron 2 is 0.5m, and in practical application, the length of the apron 2 is determined according to site terrain, slope and the like.
In the embodiment, the thickness of the two side revetments 4 is 0.4m, the height thereof is 1.5m, and in practical application, the height of the revetments 4 is determined according to site landform, slope and the like.
The flood discharge ditch 5 is positioned at one side of the slag dump, an inlet section 3 is arranged at the inlet of the flood discharge ditch 5, the flood discharge ditch 5 is communicated with the water retaining wall 1 through the inlet section 3, the structural form of the flood discharge ditch 5 adopts C25 concrete or C25 reinforced concrete, and the water passing section of the inlet section 3 arranged on the flood discharge ditch 5 is provided with an M10 cement mortar plastering surface 8.
The inlet section 3 of the flood discharge ditch 5 is communicated with the water retaining wall 1, the structural form of the inlet section 3 adopts M7.5 stone masonry, the structural form of the flood discharge ditch 5 adopts a C25 concrete or C25 reinforced concrete rectangular section, in practical application, the section size of the flood discharge ditch 5 is determined according to the flow of a ditch flood peak, and the steep slope adopts step energy dissipation.
The structural form of the intercepting ditch 6 adopts C25 concrete or C25 reinforced concrete, in practical application, the size of the cross section of water is determined according to the water catchment amount of the slope, and step energy dissipation is adopted at the steep slope.
The channel type abandoned slag yard converging guide-bar system is simple in structure, easy to manage, capable of effectively guiding and discharging water in an upstream channel of an abandoned slag yard to the flood discharge channel 5 on one side and effectively intercepting water collected on the slope surface on the other side, and economical and reasonable.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a slag yard busbar system is abandoned to channel type, includes abandons slag yard heap sediment scope line (7), sets up in waterwall (1), channel one side flood discharge ditch (5) and channel opposite side catch basin (6) of abandoning slag yard heap sediment scope line (7) upper reaches, its characterized in that: the utility model discloses a slag yard, including retaining wall (1), flood discharge ditch (5), entrance section (3) and intercepting ditch (6), the retaining wall is located abandon slag yard upper reaches channel, flood discharge ditch (5) are located abandon slag yard one side, and the entrance section of flood discharge ditch (5) is provided with entrance section (3), and flood discharge ditch (5) communicate retaining wall (1) through entrance section (3), intercepting ditch (6) are arranged along abandoning slag yard opposite side slag yard edge.
2. The channel type spoil area busbar system of claim 1, wherein: and a protection flat (2) is arranged in front of the water retaining wall (1).
3. The channel type spoil area busbar system of claim 2, wherein: the front fender apron (2) of the water retaining wall (1) extends to the slope surface from two sides to form a protection slope (4).
4. The channel type spoil area busbar system of claim 2, wherein: and an M10 cement mortar plastering surface (8) is arranged on the upstream surface of the water retaining wall (1).
5. The channel type spoil area busbar system of claim 3, wherein: the structural form of the water retaining wall (1), the apron (2) and the revetment (4) adopts M7.5 grouted stone or buried stone concrete.
6. The channel type spoil area busbar system of claim 1, wherein: the structural form of the flood discharge ditch (5) adopts C25 concrete or C25 reinforced concrete.
7. The channel type spoil area busbar system of claim 1, wherein: and an inlet section (3) arranged on the flood discharge ditch (5) is provided with an M10 cement mortar plastering surface (8) on the water passing section.
8. The channel type spoil area busbar system of claim 1, wherein: the structural form of the intercepting ditch (6) adopts C25 concrete or C25 reinforced concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122909634.7U CN216238892U (en) | 2021-11-25 | 2021-11-25 | Slag yard busbar system is abandoned to channel type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122909634.7U CN216238892U (en) | 2021-11-25 | 2021-11-25 | Slag yard busbar system is abandoned to channel type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216238892U true CN216238892U (en) | 2022-04-08 |
Family
ID=80955783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122909634.7U Expired - Fee Related CN216238892U (en) | 2021-11-25 | 2021-11-25 | Slag yard busbar system is abandoned to channel type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216238892U (en) |
-
2021
- 2021-11-25 CN CN202122909634.7U patent/CN216238892U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220408 |