CN220644092U - Near-dam landslide slope reinforcing device - Google Patents
Near-dam landslide slope reinforcing device Download PDFInfo
- Publication number
- CN220644092U CN220644092U CN202322292691.4U CN202322292691U CN220644092U CN 220644092 U CN220644092 U CN 220644092U CN 202322292691 U CN202322292691 U CN 202322292691U CN 220644092 U CN220644092 U CN 220644092U
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- block
- slope
- reinforcing
- plate
- groove
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 48
- 230000002787 reinforcement Effects 0.000 claims abstract description 30
- 238000007789 sealing Methods 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 60
- 238000005507 spraying Methods 0.000 claims description 12
- 230000001502 supplementing effect Effects 0.000 claims description 4
- 239000002689 soil Substances 0.000 abstract description 14
- 238000003780 insertion Methods 0.000 abstract description 5
- 230000037431 insertion Effects 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 239000007921 spray Substances 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000003491 array Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- -1 and meanwhile Substances 0.000 description 1
- 239000008346 aqueous phase Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to the technical field of slope reinforcement, and discloses a near-dam landslide slope reinforcement device, which comprises a slope surface; the reinforcing plate is movably arranged on the surface of the slope; the reinforcing component array is arranged on the surface of the slope; the reinforcing component comprises an insertion pipe, a reinforcing member, a hinging block, a hinging rod, an inverted plate, a top block, a sealing sleeve and a storage control unit, wherein the insertion pipe array is arranged at the rear end of the slope, the reinforcing member is movably inserted into the insertion pipe, and the hinging block and the top block are circumferentially arranged on the surface of the bottom of the reinforcing member from bottom to top. According to the utility model, through the cooperation of structures such as the reinforcement, the inverted plate, the storage control unit and the like, the reinforcement is controlled to move downwards through the storage control unit, at the moment, the inverted plate on the hinging block is in a furled state and then is pulled upwards, and the inverted plate is opened, so that the reinforced concrete anchor rod can be in large-area contact with deep soil, and the reinforced concrete anchor rod is better in reinforcing effect.
Description
Technical Field
The utility model relates to the technical field of slope reinforcement, in particular to a near-dam landslide slope reinforcement device.
Background
The landslide of the near dam refers to a buffer zone close to a dam, and in order to prevent soil mass or rock mass on a slope from being washed by a river and sliding downwards along the slope wholly or dispersedly to cause the discovery of phenomena such as water loss and soil erosion and the like, a stabilizing device is arranged on the slope of the landslide to strengthen, however, the existing fixing device generally adopts a mode that an anchor rod is driven into an anchor hole in the slope to anchor the slope, so that the purposes of transmitting tensile force into a deep stable rock-soil layer and then preventing deformation and instability of the slope are achieved, but the surface of the anchor rod is smoother and cannot generate larger friction with the soil layer, so that the stability and long-acting performance of the anchoring cannot be ensured, and the protection effect can be quickly reduced.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model provides the near-dam landslide slope reinforcement device which has the advantages of good reinforcement effect and convenience in fixing the soil surface.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a near-dam landslide slope reinforcement device comprises
A slope;
the reinforcing plate is movably arranged on the surface of the slope;
the reinforcing component array is arranged on the surface of the slope;
the reinforcing assembly comprises a cannula, a reinforcing member, a hinging block, a hinging rod, an inverted plate, a top block, a sealing sleeve and a storage control unit, wherein the cannula array is arranged at the rear end of the slope, the reinforcing member is movably inserted into the cannula, the hinging block and the top block are arranged on the surface of the bottom of the reinforcing member from bottom to top in a circumferential array mode, the hinging rod is movably hinged to the inside of the hinging block, the inverted plate is fixedly arranged at the top of the hinging block, the storage control unit is arranged at the upper end of the reinforcing member and is controlled to move, and the sealing sleeve is arranged in a gap between the cannula and the reinforcing member.
As a preferable technical scheme of the utility model, the surface of the reinforcing plate is also provided with planting grooves, and the planting groove arrays are arranged on the surface of the reinforcing plate;
the water supplementing assembly is arranged on the surface of the reinforcing plate;
the water replenishing assembly comprises a water suction pipe and a water suction pipe, the water suction pipe arrays are arranged on the surface of the reinforcing plate, water spraying plates are arranged on the left side and the right side of the water suction pipe and the left side and the right side of the middle water suction pipe in an array mode, and the water suction pipe is fixedly arranged at the bottom of the water suction pipe and extends into river water.
As a preferable technical scheme of the utility model, the planting grooves are arranged in a petal shape, adjacent planting grooves are communicated with each other, and the water spraying plate is arranged above the top ends of the planting grooves.
As a preferable technical scheme of the utility model, the outer side of the top block is movably abutted with the inner side of the reverse plate, and the length value of the top block is larger than the hinging point of the reverse plate and the hinging block, so that the top block is outwards inclined.
As a preferable technical scheme of the utility model, the storage control unit comprises a storage groove, a sliding groove, a movable rod, a sliding block and a lifting handle, wherein the storage groove is formed in the upper end of the reinforcing member, the sliding groove is formed in the side face of the storage groove in a circumferential array mode, the movable groove is formed in the bottom of the sliding groove, the movable rod is movably inserted into the storage groove, the sliding block is arranged at the bottom of the movable rod in a circumferential array mode and moves in the movable groove and the storage groove, and the lifting handle is fixedly arranged at the top of the movable rod.
As a preferred technical scheme of the utility model, the thickness value of the sealing sleeve is larger than the length value of the hinge rod, and the length value of the sealing sleeve is smaller than the length value of the cannula.
As a preferable technical scheme of the utility model, the section length of the movable groove is twice that of the sliding groove, and the section size of the sliding block is the same as that of the sliding groove.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, through the cooperation of structures such as the reinforcement, the inverted plate, the storage control unit and the like, the reinforcement is controlled to move downwards through the storage control unit, at the moment, the inverted plate on the hinging block is in a furled state and then is pulled upwards, and the inverted plate is opened, so that the reinforced concrete anchor rod can be in large-area contact with deep soil, and the reinforced concrete anchor rod is better in reinforcing effect.
2. According to the utility model, through the cooperation of the structures such as the planting grooves and the water spraying plates, some plants with developed root systems can be planted in the planting grooves, so that soil on the shallow soil layer can be reinforced through the root systems of the plants, the landslide phenomenon is avoided under the impact of water, and meanwhile, water supplementing can be carried out through the water spraying plates when planting is carried out, so that the plants can grow rapidly.
Drawings
FIG. 1 is a schematic view of the overall appearance structure of the present utility model;
FIG. 2 is a schematic view of a right-side cross-sectional structure of the present utility model;
FIG. 3 is an enlarged schematic view of the portion A of FIG. 2 according to the present utility model;
FIG. 4 is a schematic top view of a first cross-sectional structure of a reinforcement member according to the present utility model;
FIG. 5 is a schematic top view of a second cross-sectional structure of the reinforcement member of the present utility model.
In the figure: 1. a slope; 2. a reinforcing plate; 3. a cannula; 4. a reinforcement; 5. a hinge block; 6. a hinge rod; 7. pouring a plate; 8. a top block; 9. a storage groove; 10. a chute; 11. a movable groove; 12. a movable rod; 13. a slide block; 14. sealing the sleeve; 15. a handle; 16. planting grooves; 17. a water suction pipe; 18. a water spraying plate; 19. a water drawing pipe.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in FIGS. 1 to 5, the present utility model provides a near-dam landslide slope reinforcement device comprising
A slope 1;
the reinforcing plate 2 is movably arranged on the surface of the slope surface 1;
the reinforcing component array is arranged on the surface of the slope surface 1;
the reinforcement assembly comprises a cannula 3, a reinforcing member 4, a hinging block 5, a hinging rod 6, an inverted plate 7, a top block 8, a sealing sleeve 14 and a storage control unit, wherein the cannula 3 is arranged at the rear end of the slope 1, the reinforcing member 4 is movably inserted into the cannula 3, the hinging block 5 and the top block 8 are circumferentially arranged on the surface of the bottom of the reinforcing member 4 from bottom to top, the hinging rod 6 is movably hinged into the hinging block 5, the inverted plate 7 is fixedly arranged at the top of the hinging block 5, the storage control unit is arranged at the upper end of the reinforcing member 4 and is controlled to move, and the sealing sleeve 14 is arranged in the gap between the cannula 3 and the reinforcing member 4.
During operation, lay gusset plate 2 on domatic 1 earlier to in inserting domatic 1 with intubate 3, then in inserting intubate 3 with reinforcement 4, then take out taking in the control unit, upwards pulling then, make the pouring plate 7 open, thereby compare with traditional stock, can carry out the contact of large tracts of land with deep soil, thereby make its reinforcement effect better.
By arranging the sealing sleeve 14 in the gap between the cannula 3 and the reinforcement member 4, the ingress of rainwater is reduced, whereas by arranging the top piece 8, the pouring plate 7 can be opened conveniently.
Wherein the surface of the reinforcing plate 2 is also provided with
The planting grooves 16 are arranged on the surface of the reinforcing plate 2 in an array manner;
the water supplementing assembly is arranged on the surface of the reinforcing plate 2;
the water replenishing assembly comprises a water suction pipe 17 and a water drawing pipe 19, wherein the water suction pipe 17 is arranged on the surface of the reinforcing plate 2 in an array manner, water spraying plates 18 are arranged on the inner sides of the water suction pipes 17 on the left side and the right side of the middle water suction pipe 17 in an array manner, and the water drawing pipe 19 is fixedly arranged at the bottom of the water suction pipe 17 and extends into river water.
In operation, plants with developed root systems are planted in the planting grooves 16, so that soil at the shallow layer of soil can be reinforced through the root systems of the plants, and landslide phenomenon under the impact of water is avoided,
through setting up moisturizing subassembly to when planting, start the water suction pipe 17 and inhale water to the water spray board 18 through drawing water pipe 19, then aim at planting recess 16's uppermost and spray water, then because planting recess 16 is linked together, thereby get into and make the plant in the planting recess 16 can not lack of water, the growth fast.
Wherein, planting recess 16 petal form sets up, and communicates each other between the adjacent planting recess 16, and water spray plate 18 sets up the top at planting recess 16.
In operation, the water spraying plate 18 sprays water to the planting grooves 16;
through setting up planting recess 16 petal form, and communicate each other between the adjacent planting recess 16 to when spraying water, can make the aqueous phase circulation in the different regions.
The outer side of the top block 8 is movably abutted with the inner side of the reverse plate 7, and the length value of the top block 8 is larger than the hinging point of the reverse plate 7 and the hinging block 5, so that the top block is inclined outwards.
During operation, the jacking 8 is abutted against the reverse plate 7 so as to incline the reverse plate;
through making the outside of kicking block 8 and the inboard movable butt of falling board 7, and the length value of kicking block 8 is greater than the pin joint of falling board 7 and articulated piece 5 to make falling board 7 outwards slope, thereby open when rising.
Wherein, accomodate the control unit including accomodating groove 9, spout 10, movable groove 11, movable rod 12, slider 13 and handle 15, accomodate the inside of groove 9 seting up in reinforcement 4 upper end, spout 10 circumference array is seted up in the side of accomodating groove 9, and movable groove 11 is seted up in the bottom of spout 10, and movable rod 12 activity is pegged graft in the inside of accomodating groove 9, and slider 13 circumference array is installed in the bottom of movable rod 12 to remove in movable groove 11 and accomodate groove 9, handle 15 fixed mounting is at the top of movable rod 12.
When the sliding block type storage device works, the sliding block 13 is firstly moved into the movable groove 11 along the sliding groove 10 and then rotated to enter the other end of the movable groove 11, so that the movable rod 12 is moved out of the storage groove 9;
by providing the storage control unit, the reinforcement 4 can be controlled to move up and down.
Wherein the thickness value of the sealing sleeve 14 is larger than the length value of the hinge rod 6, and the length value of the sealing sleeve 14 is smaller than the length value of the cannula 3.
In operation, the sealing sleeve 14 seals the gap of the cannula 3;
by making the thickness value of the sealing sleeve 14 larger than the length value of the hinge rod 6 and the length value of the sealing sleeve 14 smaller than the length value of the cannula 3, the work is facilitated.
The cross-sectional length of the movable groove 11 is twice that of the chute 10, and the cross-sectional size of the slide block 13 is the same as that of the chute 10.
During operation, the sliding block 13 moves in the movable groove 11 and the sliding groove 10;
the movable groove 11 has a cross-sectional length twice that of the chute 10, and the slide block 13 has a cross-sectional size identical to that of the chute 10, thereby facilitating movement.
The working principle and the using flow of the utility model are as follows:
when in use, the reinforcing plate 2 is paved on the slope surface 1, and the insertion pipe 3 is inserted into the slope surface 1;
then the reinforcement 4 is inserted into the cannula 3, and when the insertion is performed, the sliding block 13 is moved into the movable groove 11 along the sliding groove 10, and then rotated to enter the other end of the movable groove 11, so that the movable rod 12 is moved out of the storage groove 9, and the reinforcement 4 can be controlled to move by moving up and down;
when the anchor rod is inserted, the reverse plate 7 on the hinge block 5 is in a folded state, and when the anchor rod rises, the reverse plate 7 is pulled out, and because of the existence of the top block 8, the reverse plate 7 is inclined outwards, so that when the anchor rod is pulled up, the reverse plate 7 can be opened and then can be in large-area contact with deep soil, and the reinforcement effect is better;
then resetting the movable rod 12 and sealing with the sealing sleeve 14;
then plants some plants with developed root systems are planted in the planting grooves 16, so that soil on the shallow soil layer can be reinforced through the root systems of the plants, landslide phenomenon is avoided under the impact of water, meanwhile, when planting is carried out, the water suction pipe 17 is started to suck water into the water spraying plate 18 through the water suction pipe 19, then water spraying is carried out aiming at the uppermost end of the planting grooves 16, and then the plants in the planting grooves 16 can not be lack of water and grow rapidly due to the fact that the planting grooves 16 are communicated.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a nearly dam landslide inclined plane reinforcing apparatus which characterized in that includes:
a slope (1);
the reinforcing plate (2) is movably arranged on the surface of the slope (1);
the reinforcing component array is arranged on the surface of the slope (1);
the reinforced assembly comprises a cannula (3), a reinforcing member (4), a hinge block (5), a hinge rod (6), a reverse plate (7), a top block (8), a sealing sleeve (14) and a storage control unit, wherein the cannula (3) is arranged at the rear end of a slope surface (1) in an array mode, the reinforcing member (4) is movably inserted into the inside of the cannula (3), the hinge block (5) and the top block (8) are arranged on the surface of the bottom of the reinforcing member (4) in a circumferential array mode from bottom to top, the hinge rod (6) is movably hinged to the inside of the hinge block (5), the reverse plate (7) is fixedly arranged at the top of the hinge block (5), the storage control unit is arranged at the upper end of the reinforcing member (4) and is controlled to move, and the sealing sleeve (14) is arranged in a gap between the cannula (3) and the reinforcing member (4).
2. The near dam landslide slope reinforcement device of claim 1 and further comprising: the surface of gusset plate (2) still is provided with:
the planting grooves (16) are formed in the surface of the reinforcing plate (2) in an array mode;
the water supplementing assembly is arranged on the surface of the reinforcing plate (2);
the water replenishing assembly comprises a water suction pipe (17) and a water drawing pipe (19), wherein the water suction pipe (17) is arranged on the surface of the reinforcing plate (2) in an array mode, water spraying plates (18) are arranged on the left side and the right side of the water suction pipe (17) and the left side and the right side of the middle water suction pipe (17) in an array mode, and the water drawing pipe (19) is fixedly arranged at the bottom of the water suction pipe (17).
3. The near dam landslide slope reinforcement device of claim 2 and further comprising: the planting grooves (16) are arranged in a petal shape, adjacent planting grooves (16) are communicated with each other, and the water spraying plate (18) is arranged above the top end of each planting groove (16).
4. The near dam landslide slope reinforcement device of claim 1 and further comprising: the outer side of the top block (8) is movably abutted with the inner side of the reverse plate (7), and the length value of the top block (8) is larger than the hinging point of the reverse plate (7) and the hinging block (5) so as to enable the reverse plate to incline outwards.
5. The near dam landslide slope reinforcement device of claim 1 and further comprising: the storage control unit comprises a storage groove (9), a sliding groove (10), a movable groove (11), a movable rod (12), a sliding block (13) and a lifting handle (15), wherein the storage groove (9) is formed in the upper end of a reinforcing member (4), the sliding groove (10) is formed in the side face of the storage groove (9) in a circumferential array mode, the movable groove (11) is formed in the bottom of the sliding groove (10), the movable rod (12) is movably inserted into the storage groove (9), the sliding block (13) is arranged at the bottom of the movable rod (12) in a circumferential array mode, the movable groove (11) and the storage groove (9) are moved, and the lifting handle (15) is fixedly arranged at the top of the movable rod (12).
6. The near dam landslide slope reinforcement device of claim 1 and further comprising: the thickness value of the sealing sleeve (14) is larger than the length value of the hinging rod (6), and the length value of the sealing sleeve (14) is smaller than the length value of the cannula (3).
7. The near dam landslide slope reinforcement device of claim 5 and further comprising: the section length of the movable groove (11) is twice that of the chute (10), and the section size of the sliding block (13) is the same as that of the chute (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322292691.4U CN220644092U (en) | 2023-08-24 | 2023-08-24 | Near-dam landslide slope reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322292691.4U CN220644092U (en) | 2023-08-24 | 2023-08-24 | Near-dam landslide slope reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220644092U true CN220644092U (en) | 2024-03-22 |
Family
ID=90285991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322292691.4U Active CN220644092U (en) | 2023-08-24 | 2023-08-24 | Near-dam landslide slope reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220644092U (en) |
-
2023
- 2023-08-24 CN CN202322292691.4U patent/CN220644092U/en active Active
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| GR01 | Patent grant |