CN216948362U - Be used for high abrupt slope rock mass to restore RFP component - Google Patents
Be used for high abrupt slope rock mass to restore RFP component Download PDFInfo
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- CN216948362U CN216948362U CN202220383384.XU CN202220383384U CN216948362U CN 216948362 U CN216948362 U CN 216948362U CN 202220383384 U CN202220383384 U CN 202220383384U CN 216948362 U CN216948362 U CN 216948362U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The utility model provides an RFP (radio frequency power) member for repairing high and steep slope rock mass, which comprises a fixed connecting piece, a first supporting leg or a second supporting leg and an anchor rod fixing assembly, wherein the first supporting leg or the second supporting leg is fixedly connected with the fixed connecting piece; the fixed connecting piece comprises a fixed column, an anchor rod through hole is formed in the fixed column, a connecting block is fixedly connected to the outer wall of the fixed column, and a first sliding groove is formed in the connecting block; two ends of the first supporting leg are respectively and fixedly connected with a first connecting clamping block, and a first weight-reducing through hole is formed in the first supporting leg; a second connecting fixture block and a second chute are respectively fixedly connected to two ends of the second support leg, and a second weight-reducing through hole is formed in the second support leg; the method can be suitable for various concave-convex high-steep slope rock body surfaces, can realize greening of the high-steep slope rock body surfaces in a short period, furthest recovers vegetation coverage and prevents the rock surfaces from weathering and stripping; the planting base material is fixed by matching with the fixing net, so that the normal growth of the primary vegetation is ensured.
Description
Technical Field
The utility model belongs to the technical field of vegetation ecological restoration, and particularly relates to an RFP (radio frequency plate) member for restoring rock masses of high and steep slopes.
Background
Along with the long-term mining activity of limestone mines in China, a large number of rock slopes with high steep slopes are gradually generated, adverse phenomena such as landslide karst and collapse are easily caused, and great damage to ecology and landscapes is caused, which is mainly shown in the following steps: vegetation loss caused by surface soil stripping causes low vegetation coverage rate of the mined-out surface and reduced loss of ecological functions; less soil and water are on the steep slope surface, and nutrients are gradually lost due to long-term rain wash, so that the conditions of soil, moisture and nutrients are poor. Plants are difficult to survive in a natural state, a vegetation ecosystem is gradually deteriorated, and recovery is also very difficult, and in order to improve the environmental quality, people can help the vegetation ecosystem to recover in a mode of manual intervention.
Along with the continuous emphasis of the country on ecological environment construction, the high and steep slope rock slope caused by mining in a mining area is more and more widely concerned, and the research and development of an ecological restoration system for the high and steep slope rock slope of a limestone mine stope become more and more important; to this end, an RFP member for restoring rock mass at high and steep slopes is provided to solve the above problems.
Disclosure of Invention
The utility model aims to provide an RFP (radio frequency power) member for repairing high and steep slope rock mass, which solves the problems in the background art.
The utility model achieves the above purpose through the following technical scheme;
an RFP component for repairing high and steep slope rock mass comprises a fixed connecting piece, a first supporting leg and/or a second supporting leg and a bolt fixing assembly;
the fixed connecting piece comprises a fixed column, an anchor rod through hole is formed in the fixed column, a connecting block is fixedly connected to the outer wall of the fixed column, and a first sliding groove is formed in the connecting block;
two ends of the first supporting leg are respectively and fixedly connected with a first connecting clamping block, and a first weight-reducing through hole is formed in the first supporting leg;
a second connecting fixture block and a second chute are respectively fixedly connected to two ends of the second support leg, and a second weight-reducing through hole is formed in the second support leg;
the first supporting leg is connected with the connecting block in a sliding mode through a first connecting clamping block and a first sliding groove.
And the second supporting leg is in sliding connection with the connecting block through a second connecting clamping block and the first sliding groove.
And the fixed column is also provided with a weight reduction groove, and the first supporting leg and the second supporting leg are telescopic supporting legs.
And, the stock fixed subassembly includes stock, casting die and nut, the external screw thread has been seted up to stock one end.
Moreover, the first connecting clamping block comprises a first clamping seat and a first arc-shaped clamping plate fixedly connected with the first clamping seat; the first sliding groove is matched with the first clamping seat and the first arc-shaped clamping plate.
Moreover, the second connecting clamping block has the same structure as the first connecting clamping block; the first sliding groove is matched with the second connecting clamping block; the second sliding groove is matched with the first connecting clamping block.
And the three connecting blocks are fixedly connected to the outer wall of the fixed column at 120-degree included angles.
And the first sliding groove and the second sliding groove can be freely combined and slidably connected with the first connecting clamping block and the second connecting clamping block.
Moreover, the anchor fixing assembly further comprises a spacer.
And, the casting die includes the pressure disk, and pressure disk fixed surface is connected with the pressure disk connecting piece, and still fixedly connected with stiffening rib between pressure disk and the pressure disk connecting piece, all seted up the stock through hole on pressure disk and the pressure disk connecting piece.
The cushion block comprises a chassis, a fixed block is fixedly connected to the surface of the chassis, a supporting plate is fixedly connected to the other surface of the fixed block, and reinforcing ribs are fixedly connected among the chassis, the fixed block and the supporting plate; anchor rod through holes are also formed in the chassis, the fixing block and the supporting disk.
The utility model has the beneficial effects that:
1. the method can adapt to uneven high and steep slope rock body surfaces, can realize greening of the high and steep slope rock body surfaces in a short time, furthest recovers vegetation coverage and prevents the rock surfaces from weathering and peeling; the planting base material is fixed by matching with the fixing net, so that the normal growth of the primary vegetation is ensured.
2. The fixed connecting piece is in sliding connection with the first supporting leg or the second supporting leg, can slide up and down to adjust the position, so that the RFP component can adapt to uneven slopes and has the performance of resisting environmental stress cracking.
3. According to the utility model, the two RFP members are slidably connected by the first supporting legs or the second supporting legs through the first connecting clamping blocks and the second sliding grooves, so that the device is suitable for rock surfaces with different gradients, and the construction difficulty is reduced.
4. The anchor rod fixing component can select a single-layer fixing net or a double-layer fixing net according to the field condition so as to determine the thickness of the planting base material and meet the installation requirements of rock surfaces with different gradients; the RFP member can also be rotated on the bolt to accommodate the rock slope.
Drawings
FIG. 1 is a perspective view of a first RFP member of the present invention;
FIG. 2 is a schematic perspective view of the fixing connector of the present invention;
FIG. 3 is a cross-sectional view of the fixed connection of the present invention;
FIG. 4 is a perspective view of the first leg of the present invention;
FIG. 5 is a perspective view of a second leg of the present invention;
FIG. 6 is a perspective view of a second RFP member of the present invention;
FIG. 7 is a perspective view of a compression element of the present invention;
FIG. 8 is a perspective view of the spacer of the present invention;
FIG. 9 is a schematic view of example 1;
FIG. 10 is a schematic view of example 2;
FIG. 11 is a schematic view of example 3;
FIG. 12 is a schematic view of example 4;
in the figure: 1. fixing the connecting piece; 11. fixing a column; 12. connecting blocks; 13. a first chute; 14. a weight reduction groove; 2. a first leg; 21. a first connecting fixture block; 211. a first card holder; 212. a first arc-shaped clamping plate; 22. a first weight-reducing through hole; 3. a second leg; 31. the second connecting fixture block; 32. a second chute; 33. a second weight-reducing through hole; 4. an anchor rod fixing assembly; 5. an anchor rod; 6. pressing parts; 61. a platen; 62. a platen connection; 63. reinforcing ribs; 7. cushion blocks; 71. a chassis; 72. a fixed block; 73. a support disc; 74. reinforcing ribs; 8. a first fixed net; 9. a second fixed net;
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
As shown in fig. 1, 2, 3, 4, 7 and 9, the RFP member for repairing high and steep slope rock comprises a fixed connecting piece 1, a first supporting leg 2 and a bolt fixing assembly 4;
the fixed connecting piece 1 comprises a fixed column 11, an anchor rod through hole is formed in the fixed column 11, a connecting block 12 is fixedly connected to the outer wall of the fixed column 11, and a first sliding groove 13 is formed in the connecting block 12;
two ends of the first support leg 2 are fixedly connected with first connecting fixture blocks 21 respectively, and the first support leg 2 is further provided with a first weight-reducing through hole 22;
the first leg 2 is slidably connected with the connecting block 12 through a first connecting block 21 and a first sliding groove 13.
Preferably, the fixed column 11 is further provided with a weight reduction groove 14, and the first leg 2 is a telescopic leg.
Preferably, the anchor fixing assembly 4 comprises an anchor rod 5, a pressing piece 6 and a nut, wherein one end of the anchor rod 5 is provided with an external thread.
Preferably, the first connecting fixture block 21 includes a first fixture seat 211 and a first arc-shaped fixture plate 212 fixedly connected to the first fixture seat 211; the first sliding groove 13 is matched with the first clamping seat 211 and the first arc-shaped clamping plate 212.
Preferably, the three connecting blocks 12 are fixedly connected to the outer wall of the fixing column 11 at an included angle of 120 ° with each other.
Preferably, the anchor fixing assembly 4 further includes a spacer 7.
Preferably, the pressing member 6 comprises a pressure plate 61, the surface of the pressure plate 61 is fixedly connected with a pressure plate connecting piece 62, a reinforcing rib 63 is fixedly connected between the pressure plate 61 and the pressure plate connecting piece 62, and anchor rod through holes are formed in the pressure plate 61 and the pressure plate connecting piece 62.
The method of use of example 1, as shown in fig. 9; the method comprises the steps of taking a plurality of connected high-steep-slope rock masses to repair RFP components, fixing a plurality of anchor rods 5 on steep-slope surfaces needing repairing, sleeving the plurality of RFP components on the anchor rods 5 through anchor rod through holes, adjusting sliding of three first supporting legs 2 according to the slope surfaces of the rock masses, placing first fixing nets 8 on the RFP components, sleeving pressing pieces 6 on the anchor rods 5 to press the first fixing nets 8, fixing and pressing the pressing pieces 6 through threaded connection nuts on the anchor rods 5, and finally spraying and planting base materials according to construction requirements.
Example 2
As shown in fig. 1, 2, 3, 4, 7, 8 and 10, a spacer 7 and a second fixing net 9 are added to embodiment 1.
The cushion block 7 comprises a base plate 71, a fixed block 72 is fixedly connected to the surface of the base plate 71, a supporting plate 73 is fixedly connected to the other surface of the fixed block 72, and reinforcing ribs 74 are fixedly connected among the base plate 71, the fixed block 72 and the supporting plate 73; anchor rod through holes are also formed in the base plate 71, the fixing block 72 and the supporting plate 73.
The method of use of example 2, as shown in fig. 10; the method comprises the steps of taking a plurality of connected high-steep-slope rock masses to repair RFP components, fixing a plurality of anchor rods 5 on steep slopes needing to be repaired, sleeving the plurality of RFP components on the anchor rods 5 through anchor rod through holes, adjusting sliding of three first support legs 2 according to the slope of the rock masses, placing first fixing nets 8 on the RFP components, sleeving cushion blocks 7 on the anchor rods 5 to press the first fixing nets 8, placing second fixing nets 9 on the cushion blocks 7, sleeving pressing pieces 6 on the anchor rods 5 to press the second fixing nets 9, fixedly pressing the pressing pieces 6 through threaded connection nuts on the anchor rods 5, and finally spraying and planting base materials according to construction requirements.
Example 3
As shown in fig. 1, 2, 3, 4, 5, 6, 7 and 11, an RFP member for repairing high and steep slope rock mass comprises a fixing connector 1, a first leg 2, a second leg 3 and a bolt fixing assembly 4;
the fixed connecting piece 1 comprises a fixed column 11, an anchor rod through hole is formed in the fixed column 11, a connecting block 12 is fixedly connected to the outer wall of the fixed column 11, and a first sliding groove 13 is formed in the connecting block 12;
two ends of the first support leg 2 are fixedly connected with first connecting fixture blocks 21 respectively, and the first support leg 2 is further provided with a first weight-reducing through hole 22;
two ends of the second leg 3 are respectively and fixedly connected with a second connecting clamping block 31 and a second sliding groove 32, and the second leg 3 is also provided with a second weight-reducing through hole 33;
the first leg 2 is slidably connected with the connecting block 12 through a first connecting block 21 and a first sliding groove 13.
The second leg 3 is slidably connected to the connecting block 12 through a second connecting latch 31 and the first sliding groove 13.
Preferably, the fixed column 11 is further provided with a lightening groove 14, and the first support leg 2 and the second support leg 3 are telescopic support legs.
Preferably, the anchor fixing assembly 4 comprises an anchor rod 5, a pressing piece 6 and a nut, wherein one end of the anchor rod 5 is provided with an external thread.
Preferably, the first connecting fixture block 21 includes a first fixture seat 211 and a first arc-shaped fixture plate 212 fixedly connected to the first fixture seat 211; the first sliding groove 13 is matched with the first clamping seat 211 and the first arc-shaped clamping plate 212.
Preferably, the second coupling latch 31 is identical in structure to the first coupling latch 21; the first sliding groove 13 is matched with the second connecting clamping block 31; the second sliding slot 32 is matched with the first connecting block 21.
Preferably, the three connecting blocks 12 are fixedly connected to the outer wall of the fixing column 11 at an included angle of 120 ° with each other.
Preferably, the first sliding chute 13 and the second sliding chute 32 can be slidably connected with the first connecting latch 21 and the second connecting latch 31 in any combination.
Preferably, the anchor fixing assembly 4 further includes a spacer 7.
Preferably, the pressing member 6 comprises a pressing plate 61, a pressing plate connecting member 62 is fixedly connected to the surface of the pressing plate 61, a reinforcing rib 63 is further fixedly connected between the pressing plate 61 and the pressing plate connecting member 62, and anchor rod through holes are formed in the pressing plate 61 and the pressing plate connecting member 62.
The method of use of example 3, as shown in fig. 11; three first support legs 2 are connected to a fixed connecting piece 1 in a sliding mode to form a first RFP component, three second support legs 3 are connected to the fixed connecting piece 1 in a sliding mode to form a second RFP component, then a plurality of anchor rods 5 are fixed to the steep slope surface needing to be repaired, a plurality of first RFP components and a plurality of second RFP components are sleeved on the anchor rods 5 through anchor rod through holes, the first support legs 2 and the second support legs 3 are connected with a first connecting clamping block 21 through second sliding grooves 32 in a sliding mode, and by parity of reasoning, a plurality of odd number RFP components and an even number of RFP components are sleeved on the anchor rods 5 to achieve connection of the odd number RFP components and the even number of RFP components and cover the steep slope surface needing to be repaired; and then, the first fixing net 8 is placed on an RFP component, the pressing piece 6 is sleeved on the anchor rod 5 to press the first fixing net 8, the pressing piece 6 is fixedly pressed by a threaded connection nut on the anchor rod 5, and finally, the planting substrate is sprayed according to the construction requirement.
Example 4
As shown in fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6, fig. 7, fig. 8, and fig. 12, a mat 7 and a second fixed net 9 are added to embodiment 3.
The cushion block 7 comprises a base plate 71, a fixed block 72 is fixedly connected to the surface of the base plate 71, a supporting plate 73 is fixedly connected to the other surface of the fixed block 72, and reinforcing ribs 74 are fixedly connected among the base plate 71, the fixed block 72 and the supporting plate 73; anchor rod through holes are also formed in the base plate 71, the fixing block 72 and the supporting plate 73.
The method of use of example 4, as shown in fig. 12; three first support legs 2 are connected to a fixed connecting piece 1 in a sliding mode to form a first RFP component, three second support legs 3 are connected to the fixed connecting piece 1 in a sliding mode to form a second RFP component, then a plurality of anchor rods 5 are fixed to the steep slope surface needing to be repaired, a plurality of first RFP components and a plurality of second RFP components are sleeved on the anchor rods 5 through anchor rod through holes, the first support legs 2 and the second support legs 3 are connected with a first connecting clamping block 21 through second sliding grooves 32 in a sliding mode, and by parity of reasoning, a plurality of odd number RFP components and an even number of RFP components are sleeved on the anchor rods 5 to achieve connection of the odd number RFP components and the even number of RFP components and cover the steep slope surface needing to be repaired; subsequently, the first fixing net 8 is placed on the RFP component, then the cushion block 7 is sleeved on the anchor rod 5 to press the first fixing net 8, then the second fixing net 9 is placed on the cushion block 7, then the pressing piece 6 is sleeved on the anchor rod 5 to press the second fixing net 9, then the pressing piece 6 is fixedly pressed by a threaded connection nut on the anchor rod 5, and finally the planting base material is sprayed according to the construction requirements.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. An RFP component for repairing high-steep-slope rock mass comprises a fixed connecting piece (1), a first supporting leg (2) and/or a second supporting leg (3) and a bolt fixing assembly (4), and is characterized in that:
the fixed connecting piece (1) comprises a fixed column (11), an anchor rod through hole is formed in the fixed column (11), a connecting block (12) is fixedly connected to the outer wall of the fixed column (11), and a first sliding groove (13) is formed in the connecting block (12);
two ends of the first supporting leg (2) are respectively and fixedly connected with a first connecting clamping block (21), and the first supporting leg (2) is also provided with a first weight-reducing through hole (22);
a second connecting clamping block (31) and a second sliding groove (32) are respectively fixedly connected to two ends of the second supporting leg (3), and a second weight-reducing through hole (33) is formed in the second supporting leg (3);
the first supporting leg (2) is in sliding connection with the connecting block (12) through a first connecting clamping block (21) and a first sliding groove (13);
the second supporting leg (3) is connected with the connecting block (12) in a sliding mode through a second connecting clamping block (31) and the first sliding groove (13).
2. The RFP component for repairing high steep rock mass according to claim 1, wherein: a weight reduction groove (14) is also formed in the fixing column (11);
the first supporting leg (2) and the second supporting leg (3) are telescopic supporting legs.
3. The RFP structure for repairing high steep rock mass according to claim 1, wherein: the anchor rod fixing assembly (4) comprises an anchor rod (5), a pressing piece (6) and a nut, and an external thread is formed in one end of the anchor rod (5).
4. The RFP structure for repairing high steep rock mass according to claim 1, wherein: the first connecting clamping block (21) comprises a first clamping seat (211) and a first arc-shaped clamping plate (212) fixedly connected with the first clamping seat (211); the first sliding groove (13) is matched with the first clamping seat (211) and the first arc-shaped clamping plate (212).
5. The RFP component for repairing high steep rock mass according to claim 1, wherein: the second connecting clamping block (31) has the same structure as the first connecting clamping block (21); the first sliding groove (13) is matched with the second connecting clamping block (31); the second sliding groove (32) is matched with the first connecting clamping block (21).
6. The RFP component for repairing high steep rock mass according to claim 1, wherein: the three connecting blocks (12) are fixedly connected to the outer wall of the fixing column (11) at included angles of 120 degrees.
7. The RFP component for repairing high steep rock mass according to claim 1, wherein: the first sliding groove (13) and the second sliding groove (32) can be in sliding connection with the first connecting clamping block (21) and the second connecting clamping block (31) in any combination mode.
8. The RFP component for repairing high steep rock mass according to claim 1, wherein: the anchor rod fixing assembly (4) further comprises a cushion block (7).
9. The RFP component for repairing high steep rock mass according to claim 3, wherein: casting die (6) are including pressure disk (61), and pressure disk (61) fixed surface is connected with pressure disk connecting piece (62), and still fixedly connected with stiffening rib (63) between pressure disk (61) and pressure disk connecting piece (62), all seted up the stock through hole on pressure disk (61) and pressure disk connecting piece (62).
10. The RFP structure for repairing high steep rock mass according to claim 8, wherein: the cushion block (7) comprises a chassis (71), a fixed block (72) is fixedly connected to the surface of the chassis (71), a supporting plate (73) is fixedly connected to the other surface of the fixed block (72), and reinforcing ribs (74) are fixedly connected among the chassis (71), the fixed block (72) and the supporting plate (73); anchor rod through holes are also formed in the base plate (71), the fixing block (72) and the supporting plate (73).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220383384.XU CN216948362U (en) | 2022-02-25 | 2022-02-25 | Be used for high abrupt slope rock mass to restore RFP component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220383384.XU CN216948362U (en) | 2022-02-25 | 2022-02-25 | Be used for high abrupt slope rock mass to restore RFP component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216948362U true CN216948362U (en) | 2022-07-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220383384.XU Active CN216948362U (en) | 2022-02-25 | 2022-02-25 | Be used for high abrupt slope rock mass to restore RFP component |
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| CN (1) | CN216948362U (en) |
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2022
- 2022-02-25 CN CN202220383384.XU patent/CN216948362U/en active Active
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