CN212714982U - Soil fixing component for ecological restoration of steep rock slope - Google Patents
Soil fixing component for ecological restoration of steep rock slope Download PDFInfo
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- CN212714982U CN212714982U CN202021195692.7U CN202021195692U CN212714982U CN 212714982 U CN212714982 U CN 212714982U CN 202021195692 U CN202021195692 U CN 202021195692U CN 212714982 U CN212714982 U CN 212714982U
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- 239000011435 rock Substances 0.000 title claims abstract description 54
- 239000002689 soil Substances 0.000 title claims description 27
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 238000005067 remediation Methods 0.000 claims abstract description 9
- 230000000694 effects Effects 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000009395 breeding Methods 0.000 claims description 5
- 230000001488 breeding effect Effects 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 claims description 4
- 230000006641 stabilisation Effects 0.000 claims 5
- 238000011105 stabilization Methods 0.000 claims 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 239000007787 solid Substances 0.000 abstract description 2
- 230000000474 nursing effect Effects 0.000 abstract 1
- 238000004162 soil erosion Methods 0.000 abstract 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 33
- 238000009415 formwork Methods 0.000 description 4
- 241000282414 Homo sapiens Species 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000008719 thickening Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
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Abstract
The utility model discloses an ecological remediation equipment technical field's a solid native component that is used for ecological remediation of steep rock slope, including rock slope main part, be provided with the reinforcement basement on the lateral wall of rock slope main part right side, it evenly is provided with the ecological planting device of multiunit by last to lower to consolidate basement right side lateral wall, rock slope main part top is provided with the pavement, pavement top right side is provided with blocks the protecting wire net, it is provided with the lamp stand to block the protecting wire net top, the lamp stand top is provided with the light, and the device realizes consolidating the nursing to rock slope, prevents slope soil erosion and water loss, simultaneously, realizes carrying out ecological remediation effect to rock slope main part through ecological planting device.
Description
Technical Field
The utility model relates to an ecological remediation equipment technical field specifically is a solid native component for ecological remediation of steep rock slope.
Background
The ecological construction and environmental protection of slope ecological protection are hot topics which are commonly concerned by human beings in the 21 st century, and are also the focus problems which are continuously strived to solve by governments and people in various countries in the world. The rapid development of the basic construction and the discordance of the ecological environment lead to the ecological destruction of the living environment of human beings, and simultaneously restrict the sustainable development of social economy, thus forming a threat to the survival and social development of human beings.
The steep rocky slope is a common slope type in engineering projects such as quarries, various ore mining, water conservancy, civil engineering, municipal engineering and the like, if the steep rocky slope is not managed in time, natural landscapes are influenced, water and soil loss and natural disasters such as landslide are easily caused, most of the existing soil fixing devices for the steep rocky slope are simple in structure, the soil fixing devices and the steep rocky slope are not firmly fixed, the traditional soil fixing devices are usually fixed by arranging bolts on fixing plates and directly inserting and connecting the bolts on the fixing plates into slope soil, however, under the scouring of rainwater in rainy days, the soil on the slope is easy to loosen and is easy to flow away along with the scouring of the rainwater, so that the lower end of the soil fixing device of the slope is easy to dent, even the soil is scoured by the rainwater together, so that the soil fixing device loses the soil fixing effect, and meanwhile, the soil on the rocky slope is easy to be scoured by the rainwater, the plants growing on the side slope are easy to damage and are not beneficial to ecological restoration of the rock side slope, so the soil fixing component for ecological restoration of the steep rock side slope has practical value.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a gu native component for precipitous rock matter side slope ecological remediation to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a gu native component for precipitous rock matter side slope ecological remediation, including rock matter side slope main part, be provided with the reinforcement basement on the lateral wall of rock matter side slope main part right side, reinforcement basement right side lateral wall evenly is provided with the ecological planting device of multiunit by last to lower, rock matter side slope main part top is provided with the pavement, pavement top right side is provided with blocks the protecting wire net, it is provided with the lamp stand to block the protecting wire net top, the lamp stand top is provided with the light.
Preferably, the reinforcement substrate comprises a leveling layer, the leveling layer is arranged on the surface of the side wall of the right side of the rock slope main body, the side wall of the right side of the leveling layer is provided with a cast-in-place concrete base, the side wall of the right side of the cast-in-place concrete base is provided with a reinforcing steel bar layer, and the side wall of the right side of the reinforcing steel bar layer is provided with a cast-in-place top concrete layer.
Preferably, all run through on rock matter side slope main part, screed-coat, cast-in-place concrete base, reinforcing bar layer, the cast-in-place layer of top concrete and be provided with the unanimous deep screw of multiunit, just deep screw inner chamber is all the activity grafting and is provided with the reinforcement long screw.
Preferably, ecological planting device is including breeding the basin body, breed basin body bottom and be provided with the bottom plate, bottom plate four corners department all runs through to peg graft and is provided with fastening bolt, the bottom plate bottom evenly is provided with spacing sawtooth rack, breed basin body outer wall bottom evenly runs through and is provided with the lateral wall hole.
Preferably, the surface of the right side wall of the top concrete cast-in-place layer is uniformly provided with limiting sawtooth grooves matched with the limiting sawtooth strips, and the limiting sawtooth strips are movably inserted into inner cavities of the matched limiting sawtooth grooves respectively.
Preferably, the bottom plate is movably connected with the right side wall of the top concrete cast-in-place layer through fastening bolts.
Compared with the prior art, the beneficial effects of the utility model are that: the soil fixing component is used for ecological restoration of the steep rock slope, and can realize firm reinforcement treatment on the right side wall of the rock slope main body, so that the soil fixing device can have a stable fixed foundation;
the bonding force between the reinforcing steel bar layer and the cast-in-place concrete base and the cast-in-place concrete layer at the top are increased, the rough bulges arranged on the surface of the reinforcing steel bar layer can improve the mechanical engagement between the concrete and the reinforcing steel bar, so that the integral stability among the cast-in-place concrete base, the reinforcing steel bar layer and the cast-in-place concrete layer at the top is firmer, meanwhile, the tensile strength of the reinforcing steel bar layer is very high, stiffening materials such as the reinforcing steel bar and the like are added into the concrete to work together with the concrete, the reinforcing steel bar bears the tensile force, and the;
the rock slope main body, the leveling layer, the cast-in-place concrete base, the reinforcing steel layer and the top concrete cast-in-place layer are provided with consistent reinforcing long screws in a penetrating and inserting mode, so that the phenomenon that the contact surface of the leveling layer and the rock slope main body slides relatively is prevented, and the fixing stability of the soil fixing component is influenced;
the top of the top concrete cast-in-place layer is provided with the limiting sawtooth grooves matched with the limiting sawtooth strips, so that the limiting antiskid treatment can be realized when the bottom plate can be connected with the right side wall of the top concrete cast-in-place layer through the limiting sawtooth strips at the bottom, and the breeding pot body is prevented from sliding on the inclined plane of the top concrete cast-in-place layer;
the ecological planting device on the top concrete cast-in-place layer is used for restoring the slope ecological system, and compared with the method for directly planting vegetation in soil on the side wall of the rock slope main body, the ecological planting device and the top concrete cast-in-place layer are better and firmer in fixation and cannot be washed away by rainwater.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is the structure schematic diagram of the ecological planting device of the utility model.
In the figure: 1. a rock slope body; 2. reinforcing the substrate; 3. leveling layer; 4. casting a concrete base in situ; 5. a reinforcing steel bar layer; 6. a top concrete cast-in-place layer; 7. an ecological planting device; 71. a breeding pot body; 72. a base plate; 73. fastening a bolt; 74. a limiting sawtooth strip; 75. a sidewall hole; 8. a walkway; 9. blocking the guard net; 10. a lamp socket; 11. an illuminating lamp; 12. and reinforcing the long screw.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1:
referring to fig. 1, the present invention provides a technical solution: a gu native component for precipitous rock slope ecological remediation, including rock slope main part 1, be provided with reinforcement basement 2 on the 1 right side lateral wall of rock slope main part, 2 right side lateral walls of reinforcement basement evenly are provided with multiunit ecological planting device 7 by last to lower, and 1 top of rock slope main part is provided with pavement 8, and 8 top right sides of pavement are provided with and block protective net 9, and block protective net 9 top and be provided with lamp stand 10, and lamp stand 10 top is provided with light 11.
Referring to fig. 1, a reinforcing substrate 2 includes a leveling layer 3, the leveling layer 3 is disposed on the surface of the right side wall of a rock slope main body 1, a cast-in-place concrete base 4 is disposed on the right side wall of the leveling layer 3, a reinforcing steel bar layer 5 is disposed on the right side wall of the cast-in-place concrete base 4, a top cast-in-place concrete layer 6 is disposed on the right side wall of the reinforcing steel bar layer 5, the concrete-fixing member is formed by placing a concrete-poured formwork on the right side wall of the rock slope main body 1, pouring the leveling layer 3 inside the formwork, leveling the right side wall of the rock slope main body 1 after the leveling layer 3 is solidified, pouring a concrete-poured formwork on the right side wall of the leveling layer 3 and pouring the cast-in-place concrete base 4 on the site, inserting the reinforcing steel bar layer 5 into the formwork in which the cast-in-place concrete base 4 is poured, and leaking the top of the reinforcing steel bar layer 5, thickening and fixing the right side, then, a pouring template is arranged on the top of the cast-in-place concrete base 4, a top concrete cast-in-place layer 6 is poured on the right side wall of the cast-in-place concrete base 4, after the top concrete cast-in-place layer 6 is solidified, firm reinforcement treatment on the right side wall of the rock slope main body 1 is realized, so that the concrete fixing device can have a stable fixed foundation, the bonding force between the concrete reinforcing steel bar layer 5 and the cast-in-place concrete base 4 and the top concrete cast-in-place layer 6 is increased, the rough bulge on the surface of the reinforcing steel bar layer 5 can improve mechanical engagement between concrete and reinforcing steel bars, so that the overall stability among the cast-in-place concrete base 4, the reinforcing steel bar layer 5 and the top concrete cast-in-place layer 6 is firmer, meanwhile, compared with the cast-in-place concrete base 4 and the top concrete cast-in-place layer 6, the tensile strength of the reinforcing steel bar layer 5 is very high and generally higher than, the steel bars bear the tensile force, and the concrete bears the compressive stress part.
Referring to fig. 2, the ecological planting device 7 includes a cultivation basin 71, a bottom plate 72 is disposed at the bottom of the cultivation basin 71, fastening bolts 73 are inserted into four corners of the bottom plate 72, limiting saw-tooth strips 74 are uniformly disposed at the bottom of the bottom plate 72, side wall holes 75 are uniformly disposed at the bottom of the outer wall of the cultivation basin 71, and excess water inside the cultivation basin 71 can flow out conveniently through the side wall holes 75.
Referring to fig. 1 and 2, the surface of the right side wall of the top concrete cast-in-place layer 6 is uniformly provided with limiting serrated grooves matched with the limiting serrated bars 74, the limiting serrated bars 74 are respectively and movably inserted into the inner cavities of the matched limiting serrated grooves, and the limiting serrated grooves matched with the limiting serrated bars 74 are arranged at the top of the top concrete cast-in-place layer 6, so that the limiting anti-slip treatment is realized when the bottom plate 72 is connected with the right side wall of the top concrete cast-in-place layer 6 through the limiting serrated bars 74 at the bottom, and the breeding pot body 71 is prevented from sliding on the inclined surface of the top concrete cast-in-place layer 6 to influence the fixing stability.
Referring to fig. 1 and 2, the bottom plate 72 is movably connected to the right side wall of the top concrete cast-in-place layer 6 through the fastening bolts 73, and the bottom plate 72 is fixed to the top concrete cast-in-place layer 6 through the fastening bolts 73 on the bottom plate 72.
The concrete-reinforcing component is prepared by placing a concrete pouring template on the right side wall of a rock slope main body 1, pouring a leveling layer 3 in the template, after the leveling layer 3 is solidified, leveling the right side wall of the rock slope main body 1, arranging the concrete pouring template on the right side wall of the leveling layer 3, pouring a cast-in-place concrete base 4 on site, inserting a reinforcing steel bar layer 5 into the template with the cast-in-place concrete base 4, leaking the top of the reinforcing steel bar layer 5, thickening and fixing the right side wall of the leveling layer 3 by the cast-in-place concrete base 4, arranging the pouring template on the top of the cast-in-place concrete base 4, pouring a top concrete cast-in-place layer 6 on the right side wall of the cast-in-place concrete base 4, after the top concrete cast-in-place layer 6 is solidified, realizing the fixing treatment of the right side wall of the rock slope main body 1, the soil fixing device can have a stable fixed foundation;
the bonding force between the reinforcing steel bar layer 5 and the cast-in-place concrete base 4 and the top cast-in-place concrete layer 6 is increased, the rough bulges arranged on the surface of the reinforcing steel bar layer 5 can improve the mechanical engagement between concrete and reinforcing steel bars, so that the overall stability among the cast-in-place concrete base 4, the reinforcing steel bar layer 5 and the top cast-in-place concrete layer 6 is firmer, meanwhile, compared with the cast-in-place concrete base 4 and the top cast-in-place concrete layer 6, the tensile strength of the reinforcing steel bar layer 5 is very high and is generally more than 200MPa, so that generally, stiffening materials such as the reinforcing steel bars and the like are added into the concrete to work together with the concrete, the reinforcing steel bars bear the tensile force;
the uniform reinforcing long screws 12 are arranged on the rock slope main body 1, the leveling layer 3, the cast-in-place concrete base 4, the reinforcing steel layer 5 and the top concrete cast-in-place layer 6 in a penetrating and inserting mode, so that the leveling layer 3, the cast-in-place concrete base 4, the reinforcing steel layer 5, the top concrete cast-in-place layer 6 and the rock slope main body 1 are fixed more firmly, the relative sliding phenomenon between the contact surfaces of the leveling layer 3 and the rock slope main body 1 is prevented, and the fixing stability of a soil fixing component is influenced;
realize restoreing the side slope ecosystem through ecological planting device 7 on the cast-in-place layer of top concrete 6, compare in directly planting the vegetation in the soil on rock matter side slope main part 1 lateral wall, it is better firm to fix between ecological planting device 7 and the cast-in-place layer of top concrete 6, can not be under by the rainwash.
Example 2:
referring to fig. 1, a plurality of sets of uniform deep screw holes are formed through the rock slope main body 1, the leveling layer 3, the cast-in-place concrete base 4, the reinforcing steel layer 5 and the top cast-in-place concrete layer 6, and reinforcing long screws 12 are movably inserted into inner cavities of the deep screw holes, compared with example 1, the reinforcing long screws 12 are added in example 2, and the rock slope main body 1, the leveling layer 3, the cast-in-place concrete base 4, the reinforcing steel layer 5 and the top cast-in-place concrete layer 6 are fixedly arranged more firmly through the uniform reinforcing long screws 12 inserted into the rock slope main body 1, so that the relative sliding phenomenon between the contact surfaces of the leveling layer 3 and the rock slope main body 1 is prevented, and the stability of fixing the concrete member is affected.
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 invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A gu soil component for ecological remediation of steep rock matter side slope, including rock matter side slope main part (1), its characterized in that: be provided with on rock matter side slope main part (1) right side lateral wall and consolidate basement (2), it evenly is provided with multiunit ecological planting device (7) by last to lower evenly to consolidate basement (2) right side lateral wall, rock matter side slope main part (1) top is provided with pavement (8), pavement (8) top right side is provided with blocks protective net (9), it is provided with lamp stand (10) to block protective net (9) top, lamp stand (10) top is provided with light (11).
2. The soil stabilization member for ecological restoration of steep rock slopes according to claim 1, characterized in that: consolidate base (2) including screed-coat (3), just screed-coat (3) set up in rock matter side slope main part (1) right side lateral wall surface, screed-coat (3) right side lateral wall is provided with cast in situ concrete base (4), cast in situ concrete base (4) right side lateral wall is provided with reinforcing bar layer (5), reinforcing bar layer (5) right side lateral wall is provided with top concrete cast in situ layer (6).
3. The soil stabilization member for ecological restoration of steep rock slopes according to claim 2, characterized in that: rock matter side slope main part (1), screed-coat (3), cast-in-place concrete base (4), reinforcing bar layer (5), top concrete cast-in-place layer (6) are gone up and all run through and are provided with the unanimous depth screw of multiunit, just the equal activity of depth screw inner chamber is pegged graft and is provided with reinforcement long screw (12).
4. The soil stabilization member for ecological restoration of steep rock slopes according to claim 2, characterized in that: ecological planting device (7) are including breeding the basin body (71), breed the basin body (71) bottom and be provided with bottom plate (72), bottom plate (72) four corners department all runs through to peg graft and is provided with fastening bolt (73), bottom plate (72) bottom evenly is provided with spacing sawtooth rack (74), breed the basin body (71) outer wall bottom evenly to run through and be provided with side wall hole (75).
5. The soil stabilization member for ecological restoration of steep rock slopes according to claim 4, wherein: the surface of the right side wall of the top concrete cast-in-place layer (6) is uniformly provided with limiting sawtooth grooves matched with the limiting sawtooth strips (74), and the limiting sawtooth strips (74) are movably inserted into inner cavities of the matched limiting sawtooth grooves respectively.
6. The soil stabilization member for ecological restoration of steep rock slopes according to claim 4, wherein: the bottom plates (72) are respectively movably connected with the right side wall of the top concrete cast-in-place layer (6) through fastening bolts (73).
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CN202021195692.7U CN212714982U (en) | 2020-06-24 | 2020-06-24 | Soil fixing component for ecological restoration of steep rock slope |
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CN202021195692.7U CN212714982U (en) | 2020-06-24 | 2020-06-24 | Soil fixing component for ecological restoration of steep rock slope |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116868804A (en) * | 2023-08-28 | 2023-10-13 | 山东水文水环境科技有限公司 | Modularized mountain slope vegetation alternate planting structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116868804A (en) * | 2023-08-28 | 2023-10-13 | 山东水文水环境科技有限公司 | Modularized mountain slope vegetation alternate planting structure |
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Granted publication date: 20210316 |