CN107975048A - A kind of mining area structural facilities to prevent erosion - Google Patents
A kind of mining area structural facilities to prevent erosion Download PDFInfo
- Publication number
- CN107975048A CN107975048A CN201711013352.0A CN201711013352A CN107975048A CN 107975048 A CN107975048 A CN 107975048A CN 201711013352 A CN201711013352 A CN 201711013352A CN 107975048 A CN107975048 A CN 107975048A
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- China
- Prior art keywords
- mine
- bar
- bearing platform
- mining area
- massif
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/02—Wire fencing, e.g. made of wire mesh
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
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- Catching Or Destruction (AREA)
Abstract
The invention discloses a kind of mining area structural facilities to prevent erosion,Including mine massif,Being dug in the middle part of the left slope surface of mine massif has level support platform,The upper surface of level support platform is equipped with rectangle bar-mat reinforcement,The inside upper surface of rectangle bar-mat reinforcement is equipped with gag lever post,Rectangle bar-mat reinforcement is internally provided with crushed stone,Rectangle bar-mat reinforcement is surrounded by the concrete bearing platform formed by concreting,This mining area structural facilities to prevent erosion,It is simple in structure,Installation is convenient,It can effectively prevent mine slope surface from soil erosion occurs,Iron wire grid can be fixed in the slope surface of mine by pressing plate,The current of mine slope surface can be guided by tilting diversion trench,Current are effectively reduced to wash away mine massif,Wind-proof dust-suppression net can effectively prevent the dust on mine massif surface from flying upward with the wind,The position of mine massif surface crushed stone can be fixed in iron wire grid.
Description
Technical field
The present invention relates to the anti-erosion technical field in mining area, is specially that a kind of mining area is set with the structure to prevent erosion
Apply.
Background technology
Most of mines before exploitation gently, moderate corrode, once exploitation, mine earth's surface is disturbed, and causes mine table
Vegetation is destroyed in face, forms the erosion of intensity or pole strength, after vegetation is destroyed when mine surface, frequently can lead to mine slope
Soil erosion aggravates, wherein being corroded caused by being had an opencast mining of with phosphorus ore, colliery, iron ore etc. the most seriously, is both unfavorable for environment
Protection.Traditional method that prevents erosion is mostly that plantation vegetation and drawing tie up native net and prevent erosion, but due to planting
It is longer by the growth time limit, and tie up soil net stationarity it is poor, for be badly in need of improve Current Status of Soil Erosion region, such a method
And do not apply to.
The content of the invention
The technical problem to be solved in the present invention is overcome the defects of existing, there is provided a kind of mining area knot to prevent erosion
Structure facility, can effectively prevent the loss of mine slope surface water and soil, and facility, Er Qieke are brought to mining and environmental protection
Effectively to prevent strong wind from blowing afloat the dust of mine slope surface, the practicality of the present invention is further improved, can effectively solve to carry on the back
The problem of in scape technology.
To achieve the above object, the present invention provides following technical solution：A kind of mining area is set with the structure to prevent erosion
Apply, including mine massif, the left slope surface middle part of the mine massif, which is dug, level support platform, and the upper surface of level support platform is set
There is rectangle bar-mat reinforcement, the inside upper surface of rectangle bar-mat reinforcement is equipped with gag lever post, and rectangle bar-mat reinforcement is internally provided with crushed stone, rectangle
Bar-mat reinforcement is surrounded by the concrete bearing platform formed by concreting, and the upper surface front and rear sides of concrete bearing platform are set
Symmetrically arranged vertical supporting rod mounting hole, the left surface rear and front end of concrete bearing platform are equipped with before and after two before and after having two
Symmetrically arranged horizontal support bar, vertical supporting rod mounting hole is interior to be equipped with vertical supporting rod, and the lateral surface of vertical supporting rod is close
One end of concrete bearing platform upper surface is equipped with support plate, and support plate passes through positioning screw and the upper surface phase of concrete bearing platform
Even, the lateral surface top of vertical supporting rod is equipped with the first contiguous block, and the lateral surface left end of horizontal support bar is equipped with the second contiguous block,
Second contiguous block is rotatably connected to inclined shore bar, the lateral surface upper end of inclined shore bar by being disposed thereon the hinge on surface
It is rotatablely connected by the left surface of hinge and the first contiguous block, the lateral surface of vertical supporting rod is equipped with wind-proof dust-suppression net, mine mountain
The left slope surface of body is equipped with iron wire grid close to one end of concrete bearing platform upper surface, and the upper surface of iron wire grid is equipped with pressing plate,
Pressing plate is connected by stop screw with the left slope surface of mine massif, and the left slope surface of mine massif, which is equipped with, tilts diversion trench.
As a preferred technical solution of the present invention, the quantity of the rectangle bar-mat reinforcement is two, and two rectangle steels
The upper surface front and rear sides of level support platform are symmetricly set on before and after muscle net.
As a preferred technical solution of the present invention, the quantity of the pressing plate is two, and symmetrical before and after two pressing plates
It is arranged on the upper surface front and rear sides of iron wire grid.
As a preferred technical solution of the present invention, the quantity for tilting diversion trench is two, and two inclinations are led
The front and rear sides of iron wire grid are symmetricly set on before and after chute.
As a preferred technical solution of the present invention, the upper surface of the concrete bearing platform is equipped with tilting diversion trench
The horizontal diversion trench communicated.
Compared with prior art, the beneficial effects of the invention are as follows：This mining area structural facilities to prevent erosion, structure
Simply, installation is convenient, can effectively prevent mine slope surface from soil erosion occurs, and iron wire grid can be fixed on ore deposit by pressing plate
On the face of hillside, the current of mine slope surface can be guided by tilting diversion trench, effectively reduce current and mine massif is rushed
Brush, wind-proof dust-suppression net can effectively prevent the dust on mine massif surface from flying upward with the wind, and iron wire grid can be to mine massif table
The position of face crushed stone is fixed.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is front view of the present invention；
Fig. 3 is circuit theory schematic diagram of the present invention；
Fig. 4 is partial structural diagram of the present invention.
In figure：It is 1 concrete bearing platform, 2 horizontal support bars, 3 inclined shore bars, 4 support plates, 5 horizontal diversion trenches, 6 vertical
Supporting rod, 7 mine massifs, 8 pressing plates, 9 tilt diversion trench, 10 wind-proof dust-suppression nets, 11 gag lever posts, 12 rectangle bar-mat reinforcements, 13 iron wires
Grid, 14 stop screws, 15 first contiguous blocks, 16 second contiguous blocks.
Embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment, belongs to the scope of protection of the invention.
- 4 are please referred to Fig.1, the present invention provides a kind of technical solution：A kind of mining area structural facilities to prevent erosion,
Being dug including mine massif 7, in the middle part of the left slope surface of mine massif 7 has level support platform, and the upper surface of level support platform is equipped with square
Shape bar-mat reinforcement 12, the quantity of rectangle bar-mat reinforcement 12 is two, and is symmetricly set on horizontal support before and after two rectangle bar-mat reinforcements 12
The upper surface front and rear sides of platform, the inside upper surface of rectangle bar-mat reinforcement 12 are equipped with gag lever post 11, and the inside of rectangle bar-mat reinforcement 12 is set
There is crushed stone, rectangle bar-mat reinforcement 12 is surrounded by the concrete bearing platform 1 formed by concreting, concrete bearing platform 1
Upper surface front and rear sides be equipped with two before and after symmetrically arranged vertical supporting rod mounting hole, the left surface of concrete bearing platform 1
Symmetrically arranged horizontal support bar 2 before and after rear and front end is equipped with two, vertical supporting rod mounting hole is interior to be equipped with vertical supporting rod 6,
The lateral surface of vertical supporting rod 6 is equipped with support plate 4 close to one end of 1 upper surface of concrete bearing platform, and support plate 4 is by positioning spiral shell
Nail is connected with the upper surface of concrete bearing platform 1, and the lateral surface top of vertical supporting rod 6 is equipped with the first contiguous block 15, level branch
The lateral surface left end of strut 2 is equipped with the second contiguous block 16, and the second contiguous block 16 is connected by being disposed thereon the hinge on surface and rotating
Inclined shore bar 3 is connected to, the lateral surface upper end of inclined shore bar 3 is rotated by the left surface of hinge and the first contiguous block 15 to be connected
Connect, the lateral surface of vertical supporting rod 6 is equipped with wind-proof dust-suppression net 10, and wind-proof dust-suppression net 10 can effectively prevent 7 surface of mine massif
Dust fly upward with the wind, the left slope surface of mine massif 7 is equipped with iron wire grid 13 close to one end of 1 upper surface of concrete bearing platform,
The position of 7 surface crushed stone of mine massif can be fixed in iron wire grid 13, and the upper surface of iron wire grid 13 is equipped with pressing plate
8, the quantity of pressing plate 8 is two, and the upper surface front and rear sides of iron wire grid 13, pressing plate 8 are symmetricly set on before and after two pressing plates 8
Iron wire grid 13 can be fixed in the slope surface of mine, pressing plate 8 is connected by stop screw 14 with the left slope surface of mine massif 7,
The left slope surface of mine massif 7, which is equipped with, tilts diversion trench 9, before the quantity for tilting diversion trench 9 is two, and two tilt diversion trench 9
The front and rear sides of iron wire grid 13 are symmetricly set on afterwards, and the current of mine slope surface can be guided by tilting diversion trench 9, effectively
Reduce current to wash away mine massif, the upper surface of concrete bearing platform 1 is equipped with the level communicated with tilting diversion trench 9 and leads
Chute 5, this mining area structural facilities to prevent erosion, simple in structure, installation is convenient, can effectively prevent mine slope
Soil erosion occurs for face.
When in use：In mine, the slope surface of massif 7 digs a horizontal supporting table, and rectangle bar-mat reinforcement 12 is placed on branch
Platform upper surface is supportted, will be solid by rectangle bar-mat reinforcement 12 with crushed stone, 12 surrounding of rectangle bar-mat reinforcement is poured with concrete
Build to form concrete bearing platform 1, wind-proof dust-suppression net 10 is installed on the upper surface of concrete bearing platform 1, and iron wire grid 13 is placed
Iron wire grid 13, is fixed in the slope surface of mine massif 7, so by the slope surface of massif 7 in mine by pressing plate 8 and stop screw 14
Two inclination diversion trenches 9 are cut respectively close to the position of 13 rear and front end of iron wire grid in the slope surface of mine massif 7 afterwards.
The present invention can be installed easily, and holding time is few during construction, easy to take installation and construction；Can be to mine
Slopes play good firm effect, improve ease of use；Wind-proof dust-suppression net 10 can effectively prevent 7 surface of mine massif
Dust fly upward with the wind, improve ease of use.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of changes, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of mining area structural facilities to prevent erosion, including mine massif（7）, it is characterised in that：The mine mountain
Body（7）Left slope surface in the middle part of dig have level support platform, the upper surface of level support platform is equipped with rectangle bar-mat reinforcement（12）, rectangle steel
Muscle net（12）Inside upper surface be equipped with gag lever post（11）, rectangle bar-mat reinforcement（12）Be internally provided with crushed stone, rectangle bar-mat reinforcement
（12）Be surrounded by the concrete bearing platform formed by concreting（1）, concrete bearing platform（1）Upper surface before and after two
Side symmetrically arranged vertical supporting rod mounting hole, concrete bearing platform before and after being equipped with two（1）Left surface rear and front end be equipped with
Symmetrically arranged horizontal support bar before and after two（2）, vertical supporting rod mounting hole is interior to be equipped with vertical supporting rod（6）, vertical support
Bar（6）Lateral surface close to concrete bearing platform（1）One end of upper surface is equipped with support plate（4）, support plate（4）By positioning spiral shell
Nail and concrete bearing platform（1）Upper surface be connected, vertical supporting rod（6）Lateral surface top be equipped with the first contiguous block（15）,
Horizontal support bar（2）Lateral surface left end be equipped with the second contiguous block（16）, the second contiguous block（16）By being disposed thereon surface
Hinge be rotatably connected to inclined shore bar（3）, inclined shore bar（3）Lateral surface upper end pass through hinge and the first contiguous block
（15）Left surface rotation connection, vertical supporting rod（6）Lateral surface be equipped with wind-proof dust-suppression net（10）, mine massif（7）A left side
Slope surface is close to concrete bearing platform（1）One end of upper surface is equipped with iron wire grid（13）, iron wire grid（13）Upper surface be equipped with
Pressing plate（8）, pressing plate（8）Pass through stop screw（14）With mine massif（7）Left slope surface be connected, mine massif（7）Left slope surface
Equipped with inclination diversion trench（9）.
A kind of 2. mining area structural facilities to prevent erosion according to claim 1, it is characterised in that：The rectangle
Bar-mat reinforcement（12）Quantity be two, and two rectangle bar-mat reinforcements（12）It is front and rear be symmetricly set on the upper surface of level support platform before
Both sides afterwards.
A kind of 3. mining area structural facilities to prevent erosion according to claim 1, it is characterised in that：The pressing plate
（8）Quantity be two, and two pressing plates（8）It is front and rear to be symmetricly set on iron wire grid（13）Upper surface front and rear sides.
A kind of 4. mining area structural facilities to prevent erosion according to claim 1, it is characterised in that：The inclination
Diversion trench（9）Quantity be two, and two inclination diversion trenches（9）It is front and rear to be symmetricly set on iron wire grid（13）Front and rear two
Side.
A kind of 5. mining area structural facilities to prevent erosion according to claim 1, it is characterised in that：The coagulation
Native bearing platform（1）Upper surface be equipped with and tilt diversion trench（9）The horizontal diversion trench communicated（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711013352.0A CN107975048A (en) | 2017-10-26 | 2017-10-26 | A kind of mining area structural facilities to prevent erosion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711013352.0A CN107975048A (en) | 2017-10-26 | 2017-10-26 | A kind of mining area structural facilities to prevent erosion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107975048A true CN107975048A (en) | 2018-05-01 |
Family
ID=62012662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711013352.0A Pending CN107975048A (en) | 2017-10-26 | 2017-10-26 | A kind of mining area structural facilities to prevent erosion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107975048A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440789A (en) * | 2018-11-29 | 2019-03-08 | 李泽朋 | The slope treatment protective device of high strength steel strand spiral net chip architecture |
| CN115233708A (en) * | 2022-09-02 | 2022-10-25 | 山东省核工业二七三地质大队 | Disaster prevention device for geological soft surface |
-
2017
- 2017-10-26 CN CN201711013352.0A patent/CN107975048A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440789A (en) * | 2018-11-29 | 2019-03-08 | 李泽朋 | The slope treatment protective device of high strength steel strand spiral net chip architecture |
| CN115233708A (en) * | 2022-09-02 | 2022-10-25 | 山东省核工业二七三地质大队 | Disaster prevention device for geological soft surface |
| CN115233708B (en) * | 2022-09-02 | 2024-02-27 | 山东省核工业二七三地质大队 | Disaster prevention device for geological weak surface |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180501 |
|
| WD01 | Invention patent application deemed withdrawn after publication |