CN220619959U - Water conservancy bank protection structure - Google Patents
Water conservancy bank protection structure Download PDFInfo
- Publication number
- CN220619959U CN220619959U CN202321740305.7U CN202321740305U CN220619959U CN 220619959 U CN220619959 U CN 220619959U CN 202321740305 U CN202321740305 U CN 202321740305U CN 220619959 U CN220619959 U CN 220619959U
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- CN
- China
- Prior art keywords
- layer
- protection structure
- slope protection
- brick
- base
- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 26
- 239000002689 soil Substances 0.000 claims abstract description 25
- 230000008093 supporting effect Effects 0.000 claims abstract description 19
- 239000011435 rock Substances 0.000 claims abstract description 16
- 239000004576 sand Substances 0.000 claims abstract description 11
- 239000004575 stone Substances 0.000 claims abstract description 3
- 239000011449 brick Substances 0.000 claims description 35
- 239000012634 fragment Substances 0.000 claims description 24
- 241000935974 Paralichthys dentatus Species 0.000 claims description 11
- 230000003139 buffering effect Effects 0.000 claims description 10
- 238000005188 flotation Methods 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 5
- 210000000438 stratum basale Anatomy 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 241000242541 Trematoda Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000006467 substitution reaction 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
- Revetment (AREA)
Abstract
The utility model discloses a water conservancy slope protection structure, which comprises a base, a slope protection structure and a buffer component, wherein the slope protection structure is obliquely arranged on one side of the base, the buffer component is vertically arranged on the top edge of the base, the base comprises a base layer, a building block layer, a concrete layer, a sand stone layer, a soil layer, supporting rocks and a concrete baffle table, the building block layer is arranged on the top edge of the base layer, and an inclined plane on one side of the building block layer forms an included angle of 45 degrees.
Description
Technical Field
The utility model relates to the field of slope protection structures, in particular to a water conservancy slope protection structure.
Background
The hydraulic revetment is to perform reinforcement and stabilization measures on mountain bodies, soil slopes and the like around hydraulic facilities such as river channels, reservoirs, water channels and the like in hydraulic engineering so as to prevent natural disasters such as water and soil loss, landslide and the like, and meanwhile, the hydraulic facilities can be protected from damage, common methods for revetment comprise spraying revetment, anchor rod revetment, concrete revetment, greening revetment and the like, and the methods have different applicable scenes and characteristics and need to select proper revetment methods according to specific conditions.
The water conservancy slope protection structure has important significance for guaranteeing safe operation of water conservancy projects and effective utilization of water resources, but the water conservancy slope protection structure still has some problems: 1) The water conservancy slope protection structure is easy to collapse at the position of the slope toe, and the structural strength of the position of the slope toe is low; 2) Slope bricks are easy to fall off; 3) The river water flushing cannot be buffered; therefore, aiming at the current situation, development of a water conservancy slope protection structure is urgently needed to overcome the defects in the current practical application and meet the current demands.
Disclosure of Invention
The utility model aims to provide a water conservancy slope protection structure so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a water conservancy bank protection structure, including the base, bank protection structure and buffer assembly, the bank protection structure is the slope and installs in one side of base, buffer assembly is the top edge of installing the base perpendicularly, the base includes the stratum basale, the building block layer, concrete layer, the sand layer, soil layer, supporting rock and concrete fender platform, the building block layer is located the top edge of stratum basale, and one side inclined plane of building block layer is 45 degrees contained angles, concrete layer and sand layer are laid on the inclined plane of building block layer in proper order, soil layer is laid on the surface of grit layer, supporting rock is the edge position of level setting at the stratum basale, and pass through stock fixed connection with the stratum basale, concrete fender platform is laid between the top edge of stratum basale and supporting rock, the slope protection structure comprises spliced bricks, frames, soil-retaining frames and combined anchor rods, wherein the spliced bricks are sequentially spliced and formed, the frames encircle the edge positions of the spliced bricks, the soil-retaining frames are installed at the bottoms of the spliced bricks, through holes are formed in the middle positions of the spliced bricks, the combined anchor rods penetrate through the through holes and extend to the bottoms of the spliced bricks, the buffer assemblies comprise upright posts and pontoons, the upright posts are vertically arranged at the edges of the base, the pontoons are nested at the middle positions of the upright posts and are movably connected with the upright posts, buffer and deceleration effects can be achieved on river water through the buffer assemblies, and the slope of a river levee is effectively protected.
As a further scheme of the utility model: the bottom edge of monolithic concatenation fragment of brick is equipped with two relative distribution's recess, and the bottom edge of monolithic concatenation fragment of brick is equipped with two relative distribution's lug, lug and concatenation fragment of brick integrated into one piece, lug and recess assorted, mutual recess and lug mutual block between the adjacent concatenation fragment of brick to form a whole with the domatic concatenation fragment of brick, improve overall structure intensity, avoid droing.
As a further scheme of the utility model: the combined anchor rod comprises a sleeve, an inner rod and a fluke, wherein one end of the inner rod is embedded into the sleeve and is in sliding connection with the sleeve, a through groove is formed in the edge of the bottom end of the sleeve, the fluke is embedded into the sleeve, the fluke can extend to the outer side through the through groove, the fluke of the combined anchor rod extends to the depth of soil, the contact surface of the combined anchor rod and the soil can be improved, and therefore the connection strength of the combined anchor rod is improved.
As a further scheme of the utility model: the inside of soil-protecting frame all is triangle-shaped fretwork state, and triangle-shaped structure possesses extremely strong stability, effective soil-protecting.
As a further scheme of the utility model: the supporting rock is located the bottom on building block layer inclined plane to it is inconsistent to concrete layer, grit layer, soil horizon and slope protection structure, can play stronger supporting effect to the slope bottom through the supporting rock that sets up, effectively improves slope protection structure intensity.
As a further scheme of the utility model: the flotation pontoon adopts hollow type design's plastics material to make, and the surface of stand scribbles the degree of depth scale, can play the buffering effect that blocks to river through the flotation pontoon that sets up, avoids river to wash the bank protection rapidly, and the flotation pontoon can follow river simultaneously under self buoyancy effect and go up and down, and the staff can also observe the water level according to the degree of depth scale on the stand.
The beneficial effects are that: this kind of water conservancy bank protection structure adopts high strength composite base, possess extremely strong structural strength, simultaneously the supporting rock of large specification is installed to the toe position adoption stock, can play supporting effect to domatic bank protection structure and soil etc. and avoid domatic collapse, domatic bank protection structure adopts purpose-made concatenation fragment of brick concatenation to form simultaneously, the concatenation fragment of brick is fixed each other to connect, wholly form interconnected network structure, possess extremely strong structural strength, can effectively prevent to drop because of rivers erodees, the triangle-shaped hollow form of bottom installation protects the soil frame possesses extremely strong structural strength simultaneously, can play fine soil-protecting effect to the soil horizon, the buffering subassembly of outside installation can play the buffering to rivers, the flotation pontoon can be along with rivers lift, can adapt to the rivers buffering operation of different states.
Drawings
Fig. 1 is a schematic diagram of the front structure of the present utility model.
Fig. 2 is a side elevational, longitudinal section of the present utility model as a whole.
Fig. 3 is an internal cross-sectional view of the present utility model.
Fig. 4 is a partial view of the utility model at a in fig. 3.
Fig. 5 is a schematic view of the back structure of the present utility model.
Fig. 6 is a schematic view of the back structure of the present utility model.
Fig. 7 is a schematic view of the back structure of the present utility model.
Fig. 8 is a schematic view of the back structure of the present utility model.
Fig. 9 is a schematic view of the back structure of the present utility model.
Fig. 10 is a schematic view of the back structure of the present utility model.
In the figure: 1. a base; 11. a base layer; 12. a block layer; 13. a concrete layer; 14. a sand layer; 15. a soil layer; 16. supporting the rock; 17. a concrete baffle; 2. slope protection structure; 21. splicing bricks; 211. a groove; 212. a bump; 22. a frame; 23. a soil conservation frame; 24. a combined anchor rod; 241. a sleeve; 242. an inner rod; 243. flukes; 3. a buffer assembly; 31. a column; 32. and a pontoon.
Detailed Description
Examples
Referring to fig. 1 to 10, in an embodiment of the present utility model, a water conservancy slope protection structure includes a base 1, a slope protection structure 2 and a buffer assembly 3, wherein the slope protection structure 2 is obliquely installed at one side of the base 1, the buffer assembly 3 is vertically installed at the top edge of the base 1, the base 1 includes a base layer 11, a block layer 12, a concrete layer 13, a sand layer 14, a soil layer 15, a supporting rock 16 and a concrete baffle 17, the block layer 12 is located at the top edge of the base layer 11, an inclined plane of one side of the block layer 12 forms an included angle of 45 degrees, the concrete layer 13 and the sand layer 14 are sequentially laid on the inclined plane of the block layer 12, the soil layer 15 is laid on the surface of the sand layer 14, the supporting rock 16 is horizontally arranged at the edge position of the base layer 11 and is fixedly connected with the base layer 11 through an anchor rod, the concrete keeps off platform 17 and lays between the top edge of bedrock layer 11 and supporting rock 16, slope protection structure 2 includes concatenation fragment of brick 21, frame 22, soil conservation frame 23 and combination stock 24, a plurality of concatenation fragment of brick 21 splice the shaping in proper order, frame 22 encircles the edge position of installing at concatenation fragment of brick 21, soil conservation frame 23 installs the bottom at concatenation fragment of brick 21, wherein the through-hole has been seted up to the intermediate position of part concatenation fragment of brick 21, combination stock 24 runs through the inside setting at the through-hole and extends to concatenation fragment of brick 21 bottom, buffer assembly 3 includes stand 31 and pontoon 32, a plurality of stands 31 are the edge of perpendicular installation at base 1, pontoon 32 nestification sets up in the intermediate position of stand 31, and with stand 31 swing joint, buffer assembly 3 through setting can play buffering deceleration effect to river, play effectual protection to the river levee domatic.
As a further scheme of the utility model: the bottom edge of monolithic concatenation fragment of brick 21 is equipped with two relative distribution's recess 211, and the bottom edge of monolithic concatenation fragment of brick 21 is equipped with two relative distribution's lug 212, lug 212 and concatenation fragment of brick 21 integrated into one piece, lug 212 and recess 211 assorted, mutual block of recess 211 and lug 212 each other between the adjacent concatenation fragment of brick 21 to form a whole with the concatenation fragment of brick 21 of whole domatic, improve overall structure intensity, avoid droing.
As a further scheme of the utility model: the combined anchor rod 24 comprises a sleeve 241, an inner rod 242 and a fluke 243, one end of the inner rod 242 is embedded in the sleeve 241 and is in sliding connection with the sleeve 241, a through groove is formed in the edge of the bottom end of the sleeve 241, the fluke 243 is embedded in the sleeve 241, the fluke 243 can extend to the outer side through the through groove, the fluke 243 of the combined anchor rod 24 extends to the depth of soil, the contact surface of the combined anchor rod 24 and the soil can be improved, and accordingly the connection strength of the combined anchor rod 24 is improved.
As a further scheme of the utility model: the inside of the soil-protecting frame 23 is in a triangular hollowed-out state, and the triangular structure has extremely strong stability and effectively protects soil.
As a further scheme of the utility model: the supporting rock 16 is located the bottom on the inclined plane of the building block layer 12 to the concrete layer 13, the sand stone layer 14, the soil layer 15 and the slope protection structure 2 are inconsistent, can play stronger supporting effect to the slope bottom through the supporting rock 16 that sets up, effectively improve slope protection structure intensity.
As a further scheme of the utility model: the pontoon 32 adopts hollow design's plastic material to make, and the surface of stand 31 scribbles the degree of depth scale, can play the buffering effect that blocks to river through the pontoon 32 that sets up, avoids river to wash the bank protection rapidly, and the pontoon 32 can follow river under self buoyancy effect simultaneously and go up and down, and the staff can also observe the water level according to the degree of depth scale on the stand 31.
The working principle of the utility model is as follows: this water conservancy bank protection architecture when using, river can earlier contact with the flotation pontoon 32 of buffer assembly 3, and flotation pontoon 32 can start the buffering effect to rivers, and rivers drive flotation pontoon 32 and rotate certain angle, later rivers follow the angular position flow direction base 1 of opening and bank protection architecture 2 department, and rivers are less through impact force after buffering this moment, and the concatenation fragment of brick 21 of bank protection architecture 2 mutually splices into a whole through recess 211 and lug 212 each other, and the surface is level and smooth and gapless, can avoid rivers to wash away and take away most soil.
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 (6)
1. Water conservancy bank protection structure, its characterized in that: including base (1), slope protection structure (2) and buffering subassembly (3), slope protection structure (2) are the slope and install in one side of base (1), buffering subassembly (3) are the top edge of perpendicular installation at base (1), base (1) include basic stratum (11), block layer (12), concrete layer (13), grit layer (14), soil layer (15), supporting rock (16) and concrete fender platform (17), block layer (12) are located the top edge of basic stratum (11), just one side inclined plane of block layer (12) is 45 degrees contained angles, concrete layer (13) and sand layer (14) are laid on the inclined plane of block layer (12) in proper order, soil layer (15) are laid on the surface of sand layer (14), supporting rock (16) are the border position of level setting at basic stratum (11) and with basic stratum (11) pass through slope protection fixed connection, concrete fender platform (17) are laid at the top edge of basic stratum (11) and are held up in the frame (21), and are held up between the frame (21) and fragment of brick (21) in proper order, splicing structure (21) and concatenation in proper order, the frame (22) is around installing the edge position at concatenation fragment of brick (21), protect native frame (23) to install in the bottom of concatenation fragment of brick (21), wherein part the through-hole has been seted up to the intermediate position of concatenation fragment of brick (21), combination stock (24) run through the setting and are in the inside of through-hole and extend to concatenation fragment of brick (21) bottom, buffer unit (3) include stand (31) and flotation pontoon (32), a plurality of stand (31) are the edge at base (1) of perpendicular installation, the nesting setting of flotation pontoon (32) is in the intermediate position of stand (31), and with stand (31) swing joint.
2. The water conservancy slope protection structure of claim 1, wherein: the bottom edge of the splicing brick (21) is provided with two grooves (211) which are distributed oppositely, the bottom edge of the splicing brick (21) is provided with two convex blocks (212) which are distributed oppositely, the convex blocks (212) and the splicing brick (21) are integrally formed, and the convex blocks (212) are matched with the grooves (211).
3. The water conservancy slope protection structure of claim 1, wherein: the combined anchor rod (24) comprises a sleeve (241), an inner rod (242) and a fluke (243), one end of the inner rod (242) is embedded into the sleeve (241) and is in sliding connection with the sleeve (241), a through groove is formed in the bottom edge of the sleeve (241), the fluke (243) is embedded into the sleeve (241), and the fluke (243) can extend to the outer side through the through groove.
4. The water conservancy slope protection structure of claim 1, wherein: the inside of the soil-protecting frame (23) is in a triangular hollowed-out state.
5. The water conservancy slope protection structure of claim 1, wherein: the supporting rock (16) is positioned at the bottom of the inclined plane of the building block layer (12) and is abutted against the concrete layer (13), the sand stone layer (14), the soil layer (15) and the slope protection structure (2).
6. The water conservancy slope protection structure of claim 1, wherein: the pontoon (32) adopts the plastics material of cavity design to make, the surface of stand (31) scribbles the degree of depth scale.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321740305.7U CN220619959U (en) | 2023-07-04 | 2023-07-04 | Water conservancy bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321740305.7U CN220619959U (en) | 2023-07-04 | 2023-07-04 | Water conservancy bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220619959U true CN220619959U (en) | 2024-03-19 |
Family
ID=90224074
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321740305.7U Active CN220619959U (en) | 2023-07-04 | 2023-07-04 | Water conservancy bank protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220619959U (en) |
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2023
- 2023-07-04 CN CN202321740305.7U patent/CN220619959U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |