CN219690550U - Green assembled initiative protective structure of rock slope - Google Patents
Green assembled initiative protective structure of rock slope Download PDFInfo
- Publication number
- CN219690550U CN219690550U CN202320445009.8U CN202320445009U CN219690550U CN 219690550 U CN219690550 U CN 219690550U CN 202320445009 U CN202320445009 U CN 202320445009U CN 219690550 U CN219690550 U CN 219690550U
- Authority
- CN
- China
- Prior art keywords
- slope
- steel wire
- wire rope
- rock
- longitudinal
- 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
- 239000011435 rock Substances 0.000 title claims abstract description 49
- 230000001681 protective effect Effects 0.000 title claims description 10
- 239000002344 surface layer Substances 0.000 claims abstract description 54
- 238000005253 cladding Methods 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims description 122
- 239000010959 steel Substances 0.000 claims description 122
- 230000002787 reinforcement Effects 0.000 claims description 7
- 238000010030 laminating Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 239000004575 stone Substances 0.000 description 10
- 238000004804 winding Methods 0.000 description 7
- 229920000052 poly(p-xylylene) Polymers 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000011900 installation process Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model relates to a rock slope green assembly type active protection structure, which relates to the technical field of rock slope protection and comprises a cladding surface layer arranged on a slope surface and a reinforcing component arranged on the cladding surface layer, wherein the cladding surface layer is provided with an extension section in a flanging manner on the ground at the slope top and the slope bottom of the slope, the cladding surface layer is fixed on the slope through a plurality of fixing pieces which are inserted into the slope top, the slope bottom and the slope surface at intervals, and the reinforcing component is fixed on the cladding surface layer through the fixing pieces at the slope top and the slope bottom of the slope and is attached to the cladding surface layer. The utility model has the effect of reducing the safety threat of the falling rocks on the rock slope to roads, vehicles, pedestrians and the like.
Description
Technical Field
The utility model relates to the field of rock slope protection, in particular to a green assembly type active protection structure for a rock slope.
Background
Along with the excavation of mining, highways and construction sites, rock slopes are easy to form at two sides of the roads on the construction sites, and due to steep slope bodies, broken stones on the slopes are loose, falling stones or partial collapse can be generated, so that great potential safety hazards exist. Therefore, aiming at most rock slopes, the slope surfaces with potential safety hazards are generally covered by the active protective net, so that falling stones are controlled in a certain movement range between the active protective net and the slope surfaces, and the phenomenon that the falling stones roll off from the slope surfaces directly is effectively reduced, so that pedestrians and vehicles are protected to pass safely.
The active protection net mainly comprises a steel wire rope net, a steel wire rope anchor rod, a supporting rope, a sewing rope, a steel wire rope clamp and a steel wire grating net. In the installation construction of the active protection net, the slope is cleaned firstly, the anchor rod hole is drilled on the slope in depth according to the terrain condition, concrete is poured after the steel wire rope anchor rod is inserted into the anchor rod hole, the rope clamp of the supporting rope is fixedly connected with the exposed sleeve of the anchor rod after the concrete is solidified, the steel wire grid net is paved and hung above the supporting rope from top to bottom, finally, the steel wire grid net is paved on the steel wire grid net, the steel wire grid net and the surrounding supporting ropes are stitched by using the stitching ropes, and two steel wire rope clamps are fixedly connected with the steel wire rope net at two ends of the stitching ropes respectively, so that the installation of the active protection net can be completed.
For the related art, although the active protection net can limit falling stones to move on the slope surface, the distance between the anchor rods at the upper part and the lower part of the slope surface is generally larger when the active protection net is installed, the active protection net cannot be attached to the slope surface, particularly, the active protection net at the lower part of the slope foot is at a certain distance from the ground when the active protection net is installed, and when falling stones roll down on the slope surface, the falling stones roll down to the slope foot along the slope surface and easily leak out from the lower part of the active protection net between the anchor rods at the slope foot, so that the falling stones move to the ground to generate larger safety threats to roads and passing vehicles.
Disclosure of Invention
In order to reduce the safety threat of falling rocks on a rock slope to roads, vehicles, pedestrians and the like, the utility model provides a green assembly type active protection structure for the rock slope.
The utility model provides a rock slope green assembly type active protection structure, which adopts the following technical scheme:
the utility model provides an environment-friendly assembled initiative protective structure of rock slope, includes the cladding surface course that sets up on the slope surface and sets up the reinforcement subassembly on the cladding surface course, the cladding surface course is all turned up on the ground of slope top and side slope toe department and is extended there is the extension section, the cladding surface course is fixed on the slope through a plurality of mounting that the interval was inserted on slope top, side slope toe and the slope surface, the reinforcement subassembly is fixed on the cladding surface course through the mounting of slope top and side slope toe department, and with cladding surface course laminating.
By adopting the technical scheme, when the side slope is installed, one end of the extension section is reserved on the ground of the slope top and the slope bottom of the side slope and is fixed by using the fixing piece, and the slope top and the slope bottom of the side slope are provided with flanging measures, so that the side slope can be completely coated by the coating, the interval between adjacent fixing pieces of the falling part of the rock active protection structure is greatly reduced, and the probability of smashing the side slope to the ground is greatly reduced; after the fixing is finished, the cladding surface layer on the slope is fixed at intervals by using the fixing parts, then the reinforcing component is fixed on the fixing parts at the tops of the slopes and the bottoms of the slopes, and is bonded with the cladding surface layer, so that the cladding surface layer can be tightly bonded on the slope, and firm fixing measures are provided at the tops of the slopes and the bottoms of the slopes, therefore, when falling rocks appear, the falling rocks are limited in a certain movement range between the cladding surface layer and the slopes, and the safety threat of the falling rocks on the rock slopes to roads, vehicles, pedestrians and the like is effectively reduced.
Optionally, the reinforcement assembly includes many vertical wire ropes and many cable-stayed wire ropes, vertical wire rope and cable-stayed wire rope homogeneous end are fixed on the mounting of side slope top department, and the other end is fixed in side slope toe department on the mounting, vertical wire rope is along the longitudinal setting of side slope face, cable-stayed wire rope draws to establish in the slope face slope, just cable-stayed wire rope sets up in vertical wire rope top.
By adopting the technical scheme, one end of the longitudinal steel wire rope is fixed on the fixing piece at the slope top of the side slope, and the other end of the longitudinal steel wire rope is fixed on the fixing piece at the slope bottom of the side slope, so that the cladding surface layer is longitudinally pressed on the slope surface at intervals, when falling rocks roll off, the falling rocks can be limited on the rolling motion track of the falling rocks, so that the falling rocks can only move between the horizontal intervals of the two longitudinal steel wire ropes, and the possibility that the cladding surface layer falls off from the slope surface when the falling rocks roll is effectively reduced; the inclined pulling steel wire rope is obliquely pulled on the slope surface above the longitudinal steel wire rope, and the cladding surface layer on the whole slope surface is fixed, so that the protection effect of the whole active protection structure is further improved.
Optionally, the longitudinal steel wire rope and the inclined steel wire rope are wound and fixed on a fixing piece on a self-pulling path.
By adopting the technical scheme, the stability of the longitudinal steel wire rope and the inclined steel wire rope on the slope is enhanced, so that the whole structure is more stable.
Optionally, clamping limiting parts are arranged on fixing parts wound around the longitudinal steel wire ropes and/or the inclined steel wire ropes, and the clamping limiting parts are used for fixing the longitudinal steel wire ropes or the inclined steel wire ropes on corresponding fixing parts.
Through adopting above-mentioned technical scheme, when falling the stone from the slope face roll down, joint locating part can promote the stability of vertical wire rope and/or cable-stay wire rope on the mounting, effectively reduces the possibility that vertical wire rope and/or cable-stay wire rope deviate from the mounting.
Optionally, the longitudinal steel wire rope and the inclined steel wire rope are both coated with protective sleeves.
By adopting the technical scheme, the corrosion speed of the longitudinal steel wire rope and the inclined steel wire rope, which is influenced by external environment in long-time use, is effectively slowed down, and the service lives of the longitudinal steel wire rope and the inclined steel wire rope are prolonged.
Optionally, the longitudinal steel wire rope and the inclined steel wire rope are formed by connecting a plurality of sections of steel wire ropes, and the steel wire ropes are connected through a tensioning connecting piece.
Through adopting above-mentioned technical scheme, when deriving vertical wire rope or draw wire rope's length to one side in needs continuing, through setting up tensioning connecting piece in wire rope's junction and make adjacent wire rope can keep the tensioning state on the domatic, promote the cladding fixed strength to below cladding surface layer.
Optionally, the cladding surface layer is formed by splicing a plurality of flexible surface layers along the length direction of the slope, and the adjacent flexible surface layers are overlapped and covered.
Through adopting above-mentioned technical scheme, splice the prefabrication before being convenient for install by polylith flexible surface course, the coincide covers can promote the whole coverage of polylith flexible surface course on domatic, effectively reduces falling stone and deviate from the possibility between the flexible surface course.
Optionally, fixing pieces are inserted at the splicing positions of the adjacent flexible surface layers at intervals longitudinally along the slope surface.
By adopting the technical scheme, the flexible surface layer splicing part is fixed, so that the possibility that falling rocks are separated from the flexible surface layer splicing part is effectively reduced.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. the flange of the slope top and the slope foot of the slope are provided with the extension sections, so that the coating surface layer can completely coat the slope surface, the possibility that falling rocks pass through the interval between adjacent fixing pieces of the active protection structure and are crashed to the ground is greatly reduced, and the fixing measures are arranged at the slope top and the slope foot, so that the possibility that the coating surface layer is propped up by the falling rocks and falls off from the slope surface is effectively reduced;
2. the reinforcing component is divided into a longitudinal steel wire rope and a diagonal steel wire rope, the longitudinal steel wire rope can limit the movement track of falling rocks on the slope, and the cladding surface layer is pressed on the slope; the cable-stayed steel wire rope can improve the stability of the whole cladding surface layer on the slope surface of the slope, and further enhance the protection effect of the whole active protection structure;
3. through set up the mounting in a plurality of flexible surface course splice, improve the intensity of a plurality of flexible surface course splice, effectively avoid falling rocks to leak from a plurality of flexible surface course splice.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a green fabricated active protection structure for a rocky slope in an embodiment of the utility model;
FIG. 2 is an enlarged schematic view of a portion A of FIG. 1;
in the figure, 1, a side slope; 2. a flexible facing; 21. short steel bars; 3. a reinforcement assembly; 31. a longitudinal wire rope; 32. a cable-stayed steel wire rope; 33. clamping the limiting piece; 34. tensioning the connection.
Detailed Description
The present utility model will be described in further detail with reference to fig. 1 to 2.
The embodiment of the utility model discloses a green assembly type active protection structure for a rock slope, which comprises a cladding layer fixed on the slope surface of the slope 1, a reinforcing component 3 pressed on the cladding layer and a fixing piece for fixing the cladding layer and the reinforcing component 3, and referring to fig. 1.
Referring to fig. 1, the cladding surface layer is formed by splicing a plurality of flexible surface layers 2 along the length direction of the side slope 1, and the adjacent flexible surface layers 2 are overlapped and covered, in this embodiment, the flexible surface layers 2 specifically adopt green polymer surface layers so as to keep harmony and unity with the natural environment, and have more beautiful appearance; the fasteners are embodied as short bars 21, and in other embodiments soil nails or other fastening inserts may be used. One end of the flexible surface layer 2 is positioned on the ground of the slope 1 slope top and is extended with an extension section from the flanging of the slope 1 slope surface inclined point, the other end of the flexible surface layer 2 is positioned on the ground of the slope 1 slope bottom and is extended with an extension section from the flanging of the slope 1 slope surface inclined point, and both ends of the flexible surface layer 2 are fixed on the ground of the slope 1 slope top and the slope 1 slope bottom at intervals through a plurality of short steel bars 21, so that the flexible surface layer 2 can cover the whole slope of the slope 1, and the possibility that falling rocks leak from the interval between adjacent short steel bars 21 of the slope 1 slope bottom of the automatic protective structure is effectively reduced, and further the falling rocks are crashed into the ground is further reduced; the flexible surface layer 2 on the slope surface of the side slope 1 is fixed at intervals through a plurality of short steel bars 21, gaps are reserved on the flexible surface layer 2, the short steel bars 21 can be conveniently inserted into the gaps to be fixed on the side slope 1, and the short steel bars 21 are inserted at intervals at the splicing positions of the adjacent flexible surface layers 2 so as to fix the splicing positions of the flexible surface layers 2. In this embodiment, the short steel bars 21 on the slope 1 are arranged at intervals in a quincuncial shape, and the intervals between the short steel bars 21 arranged along the horizontal direction of the slope are controlled to be about one surface layer width, and the intervals between the short steel bars 21 arranged along the longitudinal direction of the slope are controlled to be about half width. The reinforcing component 3 is fixed above the flexible surface layer 2 through a short reinforcing steel bar 21, and the flexible surface layer 2 is pressed on the slope surface of the slope 1.
Referring to fig. 1 and 2, the reinforcing component 3 comprises a plurality of longitudinal steel wire ropes 31 and a plurality of diagonal steel wire ropes 32, one end of each longitudinal steel wire rope 31 is wound and fixed on a short steel bar 21 at the slope top of the slope 1, the other end of each longitudinal steel wire rope 31 is wound and fixed on a short steel bar 21 at the slope bottom of the slope 1, each longitudinal steel wire rope 31 is longitudinally pulled along the slope 1 and wound on the short steel bar 21 on a pulling path, when falling rocks roll off, a movement track of falling rocks can be limited, so that the falling rocks can only move between two longitudinal steel wire ropes 31 at horizontal intervals, the possibility that the flexible surface layers 2 fall off from the slope surface of the slope 1 when falling rocks roll is effectively reduced, the longitudinal steel wire ropes 31 are respectively pressed and covered above the splicing parts between the adjacent flexible surface layers 2, and the possibility that the falling rocks leak from the splicing parts of the flexible surface layers 2 when the falling rocks roll is effectively reduced; one end of the inclined-pulling steel wire rope 32 is wound and fixed on the short steel bar 21 at the top of the slope 1, the other end of the inclined-pulling steel wire rope 32 is wound and fixed on the short steel bar 21 at the bottom of the slope 1, the inclined-pulling steel wire rope 32 is inclined and inclined in a crossing manner from the top of the slope 1 to the tail end of the slope 1, and the inclined-pulling steel wire rope 32 is wound and fixed on the short steel bar 21 on a pulling path so as to fix a cladding surface layer on the whole slope, and the protection effect of the whole active protection structure is further improved. In order to further improve the stability of fixing the longitudinal steel wire rope 31 and the diagonal steel wire rope 32 on the short steel bar 21, after the longitudinal steel wire rope 31 and/or the diagonal steel wire rope 32 are wound on the short steel bar 21, a clamping limiting piece 33 is arranged at the winding position. In the embodiment, the clamping limiting piece 33 specifically selects a star butterfly nut, and the star butterfly nut clamps the winding part; in other embodiments, other limiting members such as a buckle may be used to limit the winding portion in a clamping manner.
Considering that the area of the rock slope 1 is generally larger, in the actual installation process, when the lengths of the single longitudinal steel wire rope 31 and the single diagonal steel wire rope 32 are insufficient, the longitudinal steel wire rope 31 and the diagonal steel wire rope 32 are formed by the succession of the multi-section steel wire ropes, so that in order to achieve a better fixing effect at the joint of the two steel wire ropes, referring to fig. 2, a tensioning connecting piece 34 is arranged between the two adjacent steel wire ropes. In this embodiment, the tensioning connector 34 specifically uses a basket bolt, where the basket bolt includes a hollow adjusting rod, a left-handed screw and a right-handed screw, and threaded through holes are formed at left and right ends of the hollow adjusting rod in a length direction, and hooks are welded at ends of the left-handed screw and the right-handed screw. In the process of connection, the tail end of one steel wire rope is knotted and buckled on the hook of the left-handed screw rod, the tail end of the other steel wire rope is knotted and buckled on the hook of the right-handed screw rod, the left-handed screw rod and the right-handed screw rod are connected to threaded holes at the left end and the right end of the hollow adjusting rod in a threaded mode, the length of the left-handed screw rod and the length of the right-handed screw rod extending into the hollow adjusting rod are adjusted, tensioning of the steel wire rope can be achieved, in the actual installation process, the longitudinal steel wire rope 31 is broken as little as possible, and the whole strength of the steel wire rope is prevented from being greatly influenced.
In order to prolong the service lives of the longitudinal steel wire rope 31 and the diagonal steel wire rope 32, protective sleeves are sleeved outside the longitudinal steel wire rope 31 and the diagonal steel wire rope 32, and in the embodiment, the protective sleeves are specifically formed by plastic leather, so that the corrosion speed of the longitudinal steel wire rope 31 and the diagonal steel wire rope 32 due to the influence of the outside is effectively reduced.
The implementation principle of the embodiment of the utility model is as follows: in the actual installation process, firstly exposing the rolled green polymer surface layer on the ground of the slope 1 roof to the edge with the length not less than about 20cm, uniformly beating a plurality of short steel bars 21 with the length of 30-50 cm on the edge, and fixing the short steel bars 21 with the spacing of about 2 m; then rolling down the green polymer surface layer to the 1 toe of the side slope along the 1 toe of the side slope, leaving a flanging width of more than 50cm outside the toe, and driving short steel bars 21 to fix the green polymer surface layer of the 1 toe of the side slope, wherein the number of the 1 toe of the side slope is the same as that of the short steel bars 21 on the ground of the 1 toe of the side slope. After the operator ties up the safety rope and makes safety measures, short steel bars 21 are driven into the green high polymer surface layer from the top of the slope in a quincuncial manner, the horizontal spacing of the short steel bars 21 is controlled to be about one surface layer width, and the longitudinal spacing of the slope is controlled to be about half of the width. The longitudinal steel wire rope 31 is pulled to the fixed green polymer surface layer, and is pulled to the position of the external inserted rib outside the slope toe from the slope top along the longitudinal direction of the slope, and the short inserted rib inserted on the slope is wound, so that three or more windings can be wound. After being fixed, the cable-stayed steel wire rope 32 is obliquely and obliquely arranged from the top end of the slope 1 to the tail end of the slope 1, and can be wound in three or more circles when meeting the short dowel bar inserted on the slope. The number of winding short bars 21 can be reduced if the operation is difficult, but the number of winding short bars 21 is not less than half of the number of slope short bars 21 at least. After the inclined-pulling steel wire rope 32 is paved, the winding part of the short steel bar 21, around which the longitudinal steel wire rope 31 and/or the inclined-pulling steel wire rope 32 is wound, is tightly pressed by using a star butterfly nut, so that the installation of the rock slope green assembly type active protection structure can be completed, the operation is simple, the installation is convenient, the spraying of concrete and the like are not needed, and dust and noise pollution are avoided.
The embodiments of the present utility model are all preferred embodiments of the present utility model, and are not intended to limit the scope of the present utility model, wherein like reference numerals are used to refer to like elements throughout. Therefore: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (8)
1. The utility model provides a green assembled initiative protective structure of rock slope, its characterized in that, including setting up cladding surface course on slope (1) domatic and setting up reinforcement component (3) on cladding surface course, the cladding surface course all turns up the edge and extends to have the extension section in the subaerial of slope (1) top of a slope and slope (1) toe department, cladding surface course is fixed on slope (1) through a plurality of mounting that the interval was inserted on slope (1) top of a slope, slope (1) toe and slope (1) domatic, reinforcement component (3) are fixed on cladding surface course through the mounting of slope (1) top of a slope and slope (1) toe department, and with cladding surface course laminating.
2. The rock slope green assembly type active protection structure according to claim 1, wherein the reinforcement component (3) comprises a plurality of longitudinal steel wires (31) and a plurality of inclined steel wires (32), the longitudinal steel wires (31) and the inclined steel wires (32) are uniformly fixed on a fixing piece at the slope top of the slope (1), the other end of the longitudinal steel wires is fixed on the fixing piece at the slope foot of the slope (1), the longitudinal steel wires (31) are longitudinally arranged along the slope of the slope (1), the inclined steel wires (32) are obliquely arranged on the slope of the slope (1), and the inclined steel wires (32) are arranged above the longitudinal steel wires (31).
3. The rock slope green assembly type active protection structure according to claim 2, wherein the longitudinal steel wire rope (31) and the inclined steel wire rope (32) are wound and fixed on a fixing piece on a self-pulling path.
4. A rock slope green fabricated active protection structure according to claim 3, wherein fastening limiting members (33) are respectively arranged on fixing members wound around the longitudinal steel wire rope (31) and/or the diagonal steel wire rope (32), and the fastening limiting members (33) are used for fixing the longitudinal steel wire rope (31) or the diagonal steel wire rope (32) on corresponding fixing members.
5. The rock slope green assembly type active protection structure according to claim 2, wherein the longitudinal steel wire rope (31) and the inclined steel wire rope (32) are both coated with protection sleeves.
6. The rock slope green assembly type active protection structure according to claim 2, wherein the longitudinal steel wire ropes (31) and the inclined steel wire ropes (32) are formed by connecting a plurality of sections of steel wire ropes, and the steel wire ropes are connected through tensioning connecting pieces (34).
7. The rock slope green assembly type active protection structure according to claim 1, wherein the cladding surface layer is formed by splicing a plurality of flexible surface layers (2) along the length direction of the slope (1), and the adjacent flexible surface layers (2) are overlapped and covered.
8. The rock slope green assembly type active protection structure according to claim 7, wherein fixing pieces are inserted at the splicing positions of the adjacent flexible surface layers (2) at intervals along the slope longitudinal direction of the slope (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320445009.8U CN219690550U (en) | 2023-03-09 | 2023-03-09 | Green assembled initiative protective structure of rock slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320445009.8U CN219690550U (en) | 2023-03-09 | 2023-03-09 | Green assembled initiative protective structure of rock slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219690550U true CN219690550U (en) | 2023-09-15 |
Family
ID=87965569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320445009.8U Active CN219690550U (en) | 2023-03-09 | 2023-03-09 | Green assembled initiative protective structure of rock slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219690550U (en) |
-
2023
- 2023-03-09 CN CN202320445009.8U patent/CN219690550U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2229561C2 (en) | Wire netting for gravel structure enclosing and for soil surface layer protection and device for netting production | |
| JP2009133185A (en) | Device for preventing invasion of small animal into automobile road | |
| US20150021532A1 (en) | Barrier fence assembly | |
| CN219690550U (en) | Green assembled initiative protective structure of rock slope | |
| JP6117135B2 (en) | Revegetation method on slope | |
| CN108396752A (en) | A kind of assembled side slope protection flexible net and its construction method | |
| DE2062477A1 (en) | Method and device for protecting and / or stabilizing inclined surfaces | |
| KR101003478B1 (en) | The supporter for wire netting fence | |
| KR100458928B1 (en) | Reinforced Earth Retaining-Wall for using Steel-Frame and Geogrid | |
| JP4630851B2 (en) | Anchor for slope | |
| KR100872707B1 (en) | Covering device for pretection of road and late growing of plant outskirt of road | |
| JP2862512B2 (en) | Landslide protection fence | |
| KR102655752B1 (en) | Wirenet structure for preventing falling rocks | |
| JPS58156631A (en) | Slope protection work | |
| KR102649243B1 (en) | falling rock prevention sturcture construction method using wire ring | |
| CN211037010U (en) | Greening side slope maintenance device | |
| JPS6151099B2 (en) | ||
| KR102143455B1 (en) | Method of construction for wirenet assembly to reinforce slopes | |
| CN113605412B (en) | Integrated support carrier device for ecological regreening of mine side slope | |
| CN1059177A (en) | Pillar beam installation method on hillside | |
| KR101364260B1 (en) | Wire-mesh retaining wall structure for natural planting | |
| CN221001051U (en) | Safety maintenance net for preventing landslide | |
| KR102655751B1 (en) | slope sturcture construction method using wire ring | |
| CN216865204U (en) | Temporary enclosure structure for berm during high and steep broken rock slope support construction | |
| JP2805014B2 (en) | Slope greening structure, net structure and slope greening method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |