CN219547830U - Ecological slope protection structure suitable for steep side slope of mine - Google Patents
Ecological slope protection structure suitable for steep side slope of mine Download PDFInfo
- Publication number
- CN219547830U CN219547830U CN202320478751.9U CN202320478751U CN219547830U CN 219547830 U CN219547830 U CN 219547830U CN 202320478751 U CN202320478751 U CN 202320478751U CN 219547830 U CN219547830 U CN 219547830U
- Authority
- CN
- China
- Prior art keywords
- water
- side slope
- slope
- protection structure
- drainage piece
- 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.)
- Active
Links
Classifications
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to the technical field of slope protection, in particular to an ecological slope protection structure suitable for a steep slope of a mine, which comprises a transverse lattice beam, a vertical lattice beam, a drainage piece, a water guide ditch, a water storage tank, a water pipe, a spray head and a water pump, wherein the vertical lattice beam is provided with a groove; can also play a role in stabilizing the side slope; the green plants are planted in the space where the transverse lattice beams and the vertical lattice Liang Wei are combined, water accumulated in the side slope flows into the water guide ditch along the grooves of the vertical lattice beams after being discharged along the drainage piece, finally flows into the water storage tank, and flows to the spray heads arranged on the transverse lattice beams through the water pipes under the action of the water pump so as to irrigate the green plants, so that the reutilization of water resources is realized.
Description
Technical Field
The utility model relates to the technical field of slope protection, in particular to an ecological slope protection structure suitable for a steep slope of a mine.
Background
In the way of industrial development in China, mining industry is taken as the development basis, and mineral resource requirements are huge. The safety production of the side slope and the life and property safety of people are concerned, so that the slope protection lattice is very necessary for ensuring the stability of the side slope. The existing research results show that the stability coefficient of the rock-soil mass side slope in the saturated state is greatly lower than that of the side slope in the dry state, and although the traditional ecological slope protection lattice beam is often used for building a drainage interception system, the drainage effect on accumulated water in the side slope is weaker, and due to the reasons of lack of general mine water resources, difficult watering of the steep side slope and the like, the survival rate of restored plants in the lattice is low, so that the ecological restoration effect is not ideal.
Accordingly, there is a need to provide an improved solution to the above-mentioned deficiencies of the prior art.
Disclosure of Invention
The utility model aims to provide an ecological slope protection structure suitable for a steep side slope of a mine so as to solve or alleviate the problems in the prior art.
In order to achieve the above object, the present utility model provides the following technical solutions:
an ecological slope protection structure suitable for a steep side slope of a mine, wherein the ecological slope protection structure comprises lattice beams, drainage pieces and water guide ditches;
the lattice beams are formed by arranging a plurality of transverse lattice beams and vertical lattice beams in a crossed mode, the lattice beams are fixedly arranged along the side slope surface, and grooves extending along the axial direction are formed in the vertical lattice beams;
the drainage piece is arranged at the intersection of the transverse lattice beam and the vertical lattice beam, one end of the drainage piece extends into the groove of the vertical lattice beam, the other end of the drainage piece penetrates through the groove of the vertical lattice beam and extends into the side slope, the drainage piece extends into the side slope for end anchoring, and one end of the drainage piece extending into the side slope is inclined upwards along the side slope surface;
the water guide ditch is arranged at the slope toe of the side slope.
An ecological slope protection structure suitable for a steep side slope of a mine as described above, preferably, the end of the drainage member extending into the interior of the side slope has a tip.
According to the ecological slope protection structure suitable for the steep side slope of the mine, preferably, the periphery of the drain piece extending out of the side slope is fixedly provided with the protrusion, and the drain piece is fixedly connected with the vertical lattice beam through the protrusion.
According to the ecological slope protection structure suitable for the steep side slope of the mine, preferably, the end face of the drainage piece extending out of the side slope is flush with the groove face of the vertical lattice beam.
The ecological slope protection structure suitable for the steep side slope of the mine is characterized in that the drainage piece is of a hollow tubular structure, and the pipe wall of the drainage piece extending into the side slope is also provided with penetrating water seepage holes.
The ecological slope protection structure suitable for the steep side slope of the mine is characterized in that the part, extending into the side slope, of the drainage piece preferably comprises an anchoring section and a water seepage section, the part, extending into the side slope, of the drainage piece, for end head anchoring is the anchoring section, the part, outside the anchoring section, is the water seepage section, and the water seepage holes are formed in the periphery of the pipe wall of the water seepage section of the drainage piece.
According to the ecological slope protection structure suitable for the steep side slope of the mine, preferably, the periphery of the drain piece provided with the water seepage hole part is wrapped with the filter screen.
The ecological slope protection structure suitable for the steep side slope of the mine comprises a water storage tank, wherein the water storage tank is arranged on the ecological slope protection structure;
the water storage tank is connected with the water guide ditch, and the highest liquid level elevation of the water storage tank is smaller than the elevation of the bottom of the water guide ditch.
The ecological slope protection structure suitable for the steep side slope of the mine comprises a water pump, a water pipe and a spray head, wherein the water pump is arranged on the water pipe;
the spray heads are fixedly arranged on the transverse lattice beams, and the spray heads are axially arranged at intervals along the transverse lattice beams;
the water pump is arranged in the water storage tank, the water inlet of the water pump is communicated with the water storage tank through a water pipe, and the water outlet of the water pump is communicated with the spray head through a water pipe.
The ecological slope protection structure suitable for the steep side slope of the mine is characterized in that green plants are preferably distributed in the space where the transverse lattice beams and the vertical lattices Liang Wei are combined.
Compared with the closest prior art, the technical scheme of the embodiment of the utility model has the following beneficial effects:
1. on the basis of the structure of the traditional lattice Liang Hupo, a drainage piece which is inclined upwards along the slope surface is arranged and extends into the slope for end anchoring, so that accumulated water in the slope can be effectively drained on one hand; on the other hand, the side slope stabilizing device can also play a role in stabilizing the side slope;
2. the water storage tank, the water pump, the water pipe and the spray head are arranged to store the discharged water, so that water resources are reasonably utilized, plants are protected by sprinkling irrigation, and the survival rate of the plants is improved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model. Wherein:
FIG. 1 is a schematic front view of an ecological slope protection structure suitable for a steep side slope of a mine according to some embodiments of the utility model;
FIG. 2 is a schematic side view of an ecological slope protection structure suitable for a steep side slope of a mine according to some embodiments of the utility model;
FIG. 3 is a schematic view of a drainage member for an ecological slope protection structure for a steep side slope of a mine according to some embodiments of the utility model;
fig. 4 is a cross-sectional view of an ecological slope protection structure A-A suitable for a steep side slope of a mine according to some embodiments of the utility model.
Reference numerals illustrate:
1-transverse lattice beam, 2-vertical lattice beam, 3-drainage piece, 4-water guide ditch, 5-water storage tank, 6-water pump, 7-water pipe, 8-shower nozzle, 31-infiltration hole, 71-water pipe main line, 72-water pipe branch.
Detailed Description
The utility model will be described in detail below with reference to the drawings in connection with embodiments. The examples are provided by way of explanation of the utility model and not limitation of the utility model. Indeed, it will be apparent to those skilled in the art that modifications and variations can be made in the present utility model without departing from the scope or spirit of the utility model. For example, features illustrated or described as part of one embodiment can be used on another embodiment to yield still a further embodiment. Accordingly, it is intended that the present utility model encompass such modifications and variations as fall within the scope of the appended claims and their equivalents.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this disclosure belongs. The terminology used herein is for the purpose of describing embodiments of the present disclosure only and is not intended to be limiting of the present disclosure.
In the description of the present utility model, the terms "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", etc. refer to the orientation or positional relationship based on that shown in the drawings, merely for convenience of description of the present utility model and do not require that the present utility model must be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model. The terms "coupled," "connected," and "configured" as used herein are to be construed broadly and may be, for example, fixedly connected or detachably connected; can be directly connected or indirectly connected through an intermediate component; either a wired electrical connection, a radio connection or a wireless communication signal connection, the specific meaning of which terms will be understood by those of ordinary skill in the art as the case may be.
The utility model provides an ecological slope protection structure suitable for a steep side slope of a mine, which comprises lattice beams, drainage pieces 3 and a water guide ditch 4; the lattice beams are formed by arranging a plurality of transverse lattice beams 1 and vertical lattice beams 2 in a crossing way, the lattice beams are fixedly arranged along the slope surface, and grooves extending along the axial direction are formed in the vertical lattice beams 2; the drainage piece 3 is arranged at the intersection of the transverse lattice beam 1 and the vertical lattice beam 2, one end of the drainage piece 3 stretches into the groove of the vertical lattice beam 2, the other end of the drainage piece 3 penetrates through the groove of the vertical lattice beam 2 and stretches into the slope, the drainage piece 3 stretches into the slope to anchor the end head, and one end of the drainage piece 3 stretching into the slope is inclined upwards along the slope surface; the water guide ditch 4 is arranged at the slope toe of the slope.
According to an embodiment of the present utility model, as shown in figures 1-4,
the transverse lattice beams 1 are horizontally arranged along the side slope direction at fixed intervals, the inside of the transverse lattice beams is provided with erection ribs and stirrups, the transverse lattice beams are formed by pouring concrete, the height of the transverse lattice beams is 400mm, and the width of the transverse lattice beams is 300mm; the vertical lattice beams 2 are distributed along the slope surface at fixed intervals, vertically intersect with the plurality of transverse lattice beams 1, are internally provided with erection ribs and stirrups, are formed by concrete pouring, have the cross section height of 400mm and the width of 300mm, are also arranged in the middle of the top surface of the vertical lattice beams 2 along the axial extension grooves, wherein the cross section size of the grooves is 200mm multiplied by 200mm, and the plurality of transverse lattice beams 1 are vertically cut off by the plurality of vertical lattice beams 2.
The drainage piece 3 is made of a metal material with good extensibility, is arranged at the vertical intersection of the transverse lattice beam 1 and the vertical lattice beam 2, specifically, the drainage piece 3 is arranged in a groove of the vertical lattice beam 2, the drainage piece 3 penetrates through the groove surface of the vertical lattice beam 2 to extend into a hole in the side slope, and is anchored at the end by a resin anchoring agent arranged at the bottom of the hole in advance, and one end of the drainage piece 3 extending into the side slope is inclined upwards along the side slope surface; the inclined angle is 1-5 degrees, so that the accumulated water in the side slope can be conveniently discharged, and the stability of the side slope body is enhanced together with the lattice beam through the flexible protection by the end head anchoring based on the good extensibility of the side slope.
All the drainage pieces 3 arranged in the grooves of the same vertical lattice beam 2 are positioned on the same plane, and the plane is perpendicular to the groove surface of the vertical lattice beam 2; all the drainage pieces 3 arranged on the side slope have the same inclination angle;
the water guide ditch 4 is arranged at the slope toe of the side slope and is of a cast-in-place concrete structure, cold-drawn steel wires are arranged in the water guide ditch, the cross section of the water guide ditch is U-shaped, a plurality of vertical lattice beams 2 which are arranged along the slope face of the side slope extend to the slope toe, accumulated water in the side slope is led out through the drainage piece 3, flows down along the groove on the top surface of the vertical lattice beams 2 and is converged into the water guide ditch 4 together.
In other embodiments of the present utility model, the drainage members 3 disposed in the grooves of the vertical lattice beams 2 may not be on the same plane, and the inclination angles of all the drainage members 3 may not be uniform, so that the drainage members 3 may extend into the holes of the slope from any angle through the groove surfaces of the vertical lattice beams 2 on the basis of keeping the upward inclination trend of the end extending into the slope along the slope surface unchanged.
In order to facilitate the insertion of the drainage member 3 into the slope, the end of the drainage member 3 extending into the interior of the slope has a tip, in particular conical.
In order to further enhance the connection stability of the drainage member 3, the periphery of the drainage member 3 extending out of the side slope is fixedly provided with a protrusion, the drainage member 3 is fixedly connected with the vertical lattice beam 2 through the protrusion, in the specific embodiment of the utility model, the protrusion arranged on the periphery of the drainage member 3 is a fixed ring made of metal, the fixed ring and the drainage member 3 are in an integrated structure, and the fixed ring is poured and fixed inside the vertical lattice beam 2.
The drain piece 3 passes the concave surface of the groove of the vertical lattice beam 2 and stretches into the slope, so that the diversion effect of the groove on the top surface of the vertical lattice beam 2 can be better exerted, and the concave surface part of the drain piece 3 stretching out of the groove is cut off, so that the end surface of the drain piece 3 stretching out of the slope is flush with the concave surface of the groove of the vertical lattice beam 2.
In other embodiments of the present utility model, the drainage member 3 may further extend into the edge skin through the side wall of the groove of the vertical lattice beam 2, so as to better perform the diversion function of the groove on the top surface of the vertical lattice beam 2, and cut off the portion of the drainage member 3 extending out of the side wall of the groove, so that the end surface of the drainage member 3 extending out of the side slope is flush with the concave surface of the groove of the vertical lattice beam 2.
The drainage piece 3 is hollow tubular structure, is equipped with the cavity along axial extension inside, and the pipe wall that the drainage piece 3 stretched into the side slope inside still is equipped with the infiltration hole 31 that runs through, sets up the infiltration hole 31 and link up with the cavity at the pipe wall promptly, ponding at first gets into the inside cavity of drainage piece 3 through the infiltration hole 31 that sets up on the pipe wall in the side slope, then exports to in the vertical lattice beam 2 recess through the inside cavity of drainage piece 3, finally sinks into in the water guide ditch 4.
In other embodiments of the present utility model, the drainage member 3 may also be a solid rod-shaped structure, which is made of a metal material with good extensibility, and the periphery of the rod-shaped structure is provided with a plurality of grooves extending along the axial direction of the rod-shaped structure, and the accumulated water in the slope is led out into the grooves of the vertical lattice beams 2 through the grooves arranged on the periphery of the rod body.
The part of the drainage piece 3 extending into the side slope comprises an anchoring section and a water seepage section, the part of the drainage piece 3 extending into the side slope for end head anchoring is the anchoring section, the part outside the anchoring section is the water seepage section, and the water seepage holes 31 are formed in the periphery of the pipe wall of the water seepage section of the drainage piece 3. The end of the drainage piece 3 is anchored by a resin anchoring agent, so as to prevent the resin anchoring agent from blocking the water seepage hole 31 and even entering the cavity inside the drainage piece 3 to further block the drainage of accumulated water in the slope, the water seepage hole 31 is not arranged at the anchoring section of the drainage piece 3, and specifically, the distance of 1.5m from the end of the drainage piece 3 extending into the inner end of the slope is the anchoring section.
Considering that ponding often carries impurity flows such as silt, rubble in the side slope, wrap up the filter screen at infiltration hole 31 periphery, specifically can be geotechnique's cloth, gauze etc. to ponding carry out impurity filtration, prevent to block up infiltration hole 31, on the other hand still can improve quality of water.
The utility model provides an ecological slope protection structure suitable for steep side slope in mine, still includes tank 5, for reinforced concrete structure, tank 5 links to each other with water guide ditch 4, and the U-shaped bottom surface level setting of water guide ditch 4 specifically is the U-shaped bottom surface of water guide ditch 4 is unanimous along its axial elevation, and tank 5 highest liquid level elevation is less than water guide ditch 4 bottom elevation, and tank 5 sets up in water guide ditch 4 tip positions, specifically, tank 5 lateral wall top surface is equal with the plane height that water guide ditch 4 bottom is located.
The accumulated water in the side slope is led out through the drainage piece 3, flows into the water guide groove 4 along the groove on the top surface of the vertical lattice beam 2, is pumped through the water pump, finally flows into the water storage tank 5 along the water guide groove 4 for storage, can be used as resources for secondary utilization when needed, and the surface of the water storage tank 5 is also required to be coated with waterproof asphalt or paved with waterproof coiled materials so as to prevent seepage/water leakage.
In other embodiments of the present utility model, the water guide groove 4 is disposed at the slope toe, the bottom surface is inclined, specifically, the height of the bottom surface of the water guide groove 4 gradually decreases along the axial direction thereof toward the water storage tank 5, the elevation of the highest liquid level of the water storage tank 5 is smaller than the lowest elevation of the bottom of the water guide groove 4, and the accumulated water in the water guide groove 4 can automatically collect into the water storage tank 5 along the inclined bottom surface thereof.
The ecological slope protection structure suitable for the steep side slope of the mine further comprises a water pump 6, a water pipe 7 and a spray head 8; the spray heads 8 are fixedly arranged on the transverse lattice beams 1, and the spray heads 8 are axially arranged at intervals along the transverse lattice beams 1; the water pump 6 is arranged in the water storage tank 5, the water inlet of the water pump 6 is communicated with the water storage tank through a water pipe 7, and the water outlet of the water pump 6 is communicated with the spray head 8 through the water pipe 7.
The spray heads 8 are arranged at fixed intervals along the trend of the transverse lattice beams 1, the water pipe 7 comprises a water pipe main path 71 and a water pipe branch 72, the water pipe main path 71 is fixedly paved and extended along the slope surface after being sequentially connected with the water storage tank 5 and the water pump 6, specifically, the water pipe main path 71 extends from the end part of the bottommost transverse lattice beam 1 of the slope to the end part of the same side of the topmost transverse lattice beam 1 of the slope, each transverse lattice beam 1 is perpendicularly intersected with the water pipe main path 71 at the respective end part, the water pipe main path 71 is branched at the intersection part with the end part of each transverse lattice beam 1, the water pipe branch 72 is fixedly paved on the transverse lattice beam 1 and extends along the trend of the transverse lattice beam 1 until the spray heads 8 positioned at the other side of the transverse lattice beam 1, the water pipe branch 72 is connected with each spray head 8 positioned on the transverse lattice beam 1, and water in the water storage tank 5 is conveyed to the spray heads 8 fixed on the transverse lattice beam 1 along the water pipe main path 71 and the water pipe branch 72 under the extraction of the water pump 6.
In order to further restore the ecological environment of the mine and enhance the stability of the side slope, green plants are arranged in the surrounding space of each transverse lattice beam 1 and each vertical lattice beam 2, and specifically, amorpha fruticosa with good wind and sand resistance and barren resistance is planted in the surrounding space of each transverse lattice beam 1 and each vertical lattice beam 2 by adopting a fish scale pit and soil-alien pit planting mode.
Ponding is under the derivation of drainage spare 3 in the side slope, gets into water guide ditch 4 along vertical lattice roof beam 2 top surface recess, finally together collect in tank 5, and the water in the tank 5 is under the extraction of water pump 6, carries to each shower nozzle 8 department of fixing on horizontal lattice roof beam 1 along water pipe main line 71, water pipe branch 72, waters the amorpha of planting in each horizontal lattice roof beam 1, vertical lattice roof beam 2 encloses the space, realizes the reuse of water resource.
The ecological slope protection structure suitable for the steep side slope of the mine comprises the following concrete construction methods:
s1, leveling a side slope: leveling the slope to be treated;
s2, construction of a drainage piece 3: mechanical hole forming is adopted, after hole forming, resin anchoring agent is put into the hole bottom, a drainage piece 3 is inserted, and the drainage piece 3 needs to be anchored into the intersection of the transverse lattice beam 1 and the vertical lattice beam 2 with a drainage groove;
s3, lattice beam construction: binding a transverse lattice beam 1 and a steel reinforcement cage of a vertical lattice with a drainage groove, effectively connecting a drainage piece 3 with the steel reinforcement cage, then supporting templates of the transverse lattice beam 1, the vertical lattice beam 2 and the groove, and pouring concrete in the templates;
s4, construction of a water guide ditch 4: after a foundation trench is excavated at the slope foot of the side slope and a template is supported, pouring concrete;
s5, constructing a water storage pool 5: after determining the specific position of the water storage pool 5, carrying out foundation pit excavation, leveling, template support, steel bar placement and concrete pouring, firstly, carrying out bottom plate pouring, secondly, carrying out peripheral side plate pouring, and carrying out waterproof treatment by using waterproof asphalt or waterproof coiled materials after pouring is finished;
s6, construction of a spray irrigation system: the water pump 6, the water pipe 7 and the spray head 8 are installed, the spray head 8 is fixedly arranged on the transverse lattice beam 1 according to fixed intervals, the water pipe branches 72 are fixedly paved along the trend of the transverse lattice beam 1, one ends of the same sides of the water pipe branches 72 are connected to the same water pipe main pipeline 71 together, the water pipe main pipeline 71 is paved along the slope surface and extends to the water storage tank 5, the water pump 6 is arranged in the water storage tank 5, the water inlet of the water pump 6 is communicated with the storage tank through the water pipe 7, and the water outlet of the water pump 6 is communicated with the spray head 8 through the water pipe 7.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (10)
1. The ecological slope protection structure is suitable for steep slopes of mines and is characterized by comprising lattice beams, drainage pieces and water guide channels;
the lattice beams are formed by arranging a plurality of transverse lattice beams and vertical lattice beams in a crossed mode, the lattice beams are fixedly arranged along the side slope surface, and grooves extending along the axial direction are formed in the vertical lattice beams;
the drainage piece is arranged at the intersection of the transverse lattice beam and the vertical lattice beam, one end of the drainage piece extends into the groove of the vertical lattice beam, the other end of the drainage piece penetrates through the groove of the vertical lattice beam and extends into the side slope, the drainage piece extends into the side slope for end anchoring, and one end of the drainage piece extending into the side slope is inclined upwards along the side slope surface;
the water guide ditch is arranged at the slope toe of the side slope.
2. An ecological slope protection structure suitable for a steep side slope of a mine as claimed in claim 1, wherein the end of the drainage member extending into the interior of the side slope has a tip.
3. The ecological slope protection structure suitable for the steep side slope of the mine according to claim 1, wherein the periphery of the drain piece extending out of the side slope is fixedly provided with a protrusion, and the drain piece is fixedly connected with the vertical lattice beam through the protrusion.
4. An ecological slope protection structure suitable for a steep side slope of a mine according to claim 1, wherein the end surface of the drainage piece extending out of the side slope is flush with the groove surface of the vertical lattice beam.
5. The ecological slope protection structure suitable for the steep side slope of the mine according to claim 1, wherein the drainage piece is of a hollow tubular structure, and the pipe wall of the drainage piece extending into the side slope is further provided with penetrating water seepage holes.
6. The ecological slope protection structure suitable for the steep side slope of a mine according to claim 5, wherein the part of the drainage piece extending into the side slope comprises an anchoring section and a water seepage section, the part of the drainage piece extending into the side slope for end head anchoring is the anchoring section, the part outside the anchoring section is the water seepage section, and the water seepage holes are formed in the periphery of the pipe wall of the water seepage section of the drainage piece.
7. An ecological slope protection structure suitable for a steep slope of a mine as claimed in claim 5, wherein the periphery of the drain member provided with the water seepage hole part is wrapped with a filter screen.
8. An ecological slope protection structure suitable for a steep side slope of a mine as claimed in claim 1, wherein the ecological slope protection structure further comprises a water reservoir;
the water storage tank is connected with the water guide ditch, and the highest liquid level elevation of the water storage tank is smaller than the elevation of the bottom of the water guide ditch.
9. The ecological slope protection structure suitable for the steep side slope of a mine according to claim 8, wherein the ecological slope protection structure further comprises a water pump, a water pipe and a spray head;
the spray heads are fixedly arranged on the transverse lattice beams, and the spray heads are axially arranged at intervals along the transverse lattice beams;
the water pump is arranged in the water storage tank, the water inlet of the water pump is communicated with the water storage tank through a water pipe, and the water outlet of the water pump is communicated with the spray head through a water pipe.
10. An ecological slope protection structure suitable for a steep side slope of a mine according to any one of claims 1-9, wherein green plants are arranged in the space between the transverse lattice beams and the vertical lattice Liang Wei.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320478751.9U CN219547830U (en) | 2023-03-14 | 2023-03-14 | Ecological slope protection structure suitable for steep side slope of mine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320478751.9U CN219547830U (en) | 2023-03-14 | 2023-03-14 | Ecological slope protection structure suitable for steep side slope of mine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219547830U true CN219547830U (en) | 2023-08-18 |
Family
ID=87700549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320478751.9U Active CN219547830U (en) | 2023-03-14 | 2023-03-14 | Ecological slope protection structure suitable for steep side slope of mine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219547830U (en) |
-
2023
- 2023-03-14 CN CN202320478751.9U patent/CN219547830U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109594568B (en) | Rock slope ecological protection structure and method thereof | |
| CN111549799A (en) | Comprehensive control system applied to gravel soil slope | |
| CN112431213B (en) | Ecological comprehensive treatment structure for semi-rigid support of artificial slope and construction method thereof | |
| CN204825928U (en) | Excavation supporting | |
| CN109356180A (en) | A kind of Mine production slope drainage system and its construction method | |
| CN210049252U (en) | Protection structure of inflation soil slope secondary mud flow | |
| CN209585066U (en) | A kind of Mine production slope drainage system | |
| CN103334450B (en) | Construction method of pile precast slab retaining wall with drainage ditch | |
| CN110952574A (en) | Method for treating landslide deformation body | |
| CN112854260B (en) | Ecological concrete rock-soil slope protection structure and construction method | |
| CN219547830U (en) | Ecological slope protection structure suitable for steep side slope of mine | |
| CN203593996U (en) | Structural body for preventing and controlling starting of trench debris flows | |
| CN211973518U (en) | Use ecological lattice at soil property side slope protection | |
| CN110656653B (en) | Double-curve anchor head structure side slope protection device and construction method | |
| CN215801407U (en) | Ecological slope protection structure of hydraulic engineering | |
| CN110004938A (en) | A kind of foundation pit side-wall structural strengthening suspension device | |
| CN214801096U (en) | Water and soil conservation ecological slope protection | |
| CN213173760U (en) | Comprehensive control system applied to gravel soil slope | |
| CN216615890U (en) | Novel native side slope protection reinforced structure expands | |
| CN213296377U (en) | A foundation ditch retaining structure for housing construction | |
| CN210002422U (en) | broken rock soil body cutting slope flexible retaining reinforced structure | |
| CN212405181U (en) | Granite mountain ecological remediation structure | |
| CN208441108U (en) | A kind of sand water treatment plant in pattern foundation pit supporting structure | |
| CN211773802U (en) | Precipitation supporting construction of sandy cobble stratum station foundation ditch | |
| CN210827509U (en) | Protective structure of side slope inverted suspension body |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |