CN220225122U - Slope protection structure - Google Patents
Slope protection structure Download PDFInfo
- Publication number
- CN220225122U CN220225122U CN202321149614.7U CN202321149614U CN220225122U CN 220225122 U CN220225122 U CN 220225122U CN 202321149614 U CN202321149614 U CN 202321149614U CN 220225122 U CN220225122 U CN 220225122U
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- Prior art keywords
- concrete dam
- force release
- dam slope
- slope
- flow resistance
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- 229910001220 stainless steel Inorganic materials 0.000 claims description 7
- 239000010935 stainless steel Substances 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 19
- 230000004083 survival effect Effects 0.000 abstract description 5
- 230000002035 prolonged effect Effects 0.000 abstract description 4
- 241001464837 Viridiplantae Species 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 230000009471 action Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model belongs to the technical field of water conservancy slope protection engineering and discloses a slope protection structure, which comprises a concrete dam slope, wherein a green planting groove is formed in the inclined surface position of the concrete dam slope, a waterproof table is fixedly connected to the surface of the concrete dam slope, the waterproof table is arranged at the end surface opening position of the green planting groove, a flow resistance and force release member is arranged at the bottom end position of the concrete dam slope, and the flow resistance and force release member comprises a flow resistance table, a force release seat and an arc-shaped base, and the flow resistance table, the force release seat and the arc-shaped base are of an integrated structure; and a supporting framework is arranged above the concrete dam slope body. The circular arc base and the force release seat of the flow resistance force release component conduct guiding and force release treatment on water flow, so that the impact force of the water flow on the slope of the concrete dam is reduced, and the service life is prolonged; the sunshade net is paved above the positioning rod and the supporting rod, sunshade treatment is carried out on the green plants, and the survival rate and the attractiveness of the surface of the concrete dam slope are improved.
Description
Technical Field
The utility model belongs to the technical field of hydraulic slope protection engineering, and particularly relates to a slope protection structure.
Background
The slope protection refers to the collective name of various paving and planting on the slope surface for preventing the slope from being washed. The river reach where the bridge site is located is flushed by water flow year by year, so that the river bank is continuously collapsed. In order to protect bridge and embankment, a protective building is built on the concave bank. In addition, when the river bank is scoured to endanger farmlands and villages because of the change of the river water flow direction caused by bridge establishment, a protective building is also required to be built on the river bank;
in the prior art, a slope protection structure is made of concrete materials at the position of a dam slope body on a river bank, but most of slope bodies close to the position of the river bank are vertical to the liquid level, the position of the bottom of the dam body is easy to be impacted by water flow, the force release effect is poor, and the service life of the dam body is shortened; in order to beautify the slope body, a green planting area is reserved on the surface of the slope body, the planting area is in an open state, and after seedlings are planted, a sunshade net shed is inconvenient to lay, so that the survival rate of green planting is affected, the beautifying effect of a dam is reduced, and therefore, the slope protection structure is required to be designed to solve the problems.
Disclosure of Invention
The present utility model is directed to a slope protection structure, which solves the above-mentioned problems in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the slope protection structure comprises a concrete dam slope body, wherein a green planting groove is formed in the inclined surface position of the concrete dam slope body, a waterproof table is fixedly connected to the surface of the concrete dam slope body, the waterproof table is arranged at the end surface opening position of the green planting groove, a flow resistance and force release member is arranged at the bottom end position of the concrete dam slope body, the flow resistance and force release member comprises a flow resistance table, a force release seat and a circular arc base, and the flow resistance table, the force release seat and the circular arc base are of an integrated structure; and a supporting framework is arranged above the concrete dam slope body.
Preferably, the flow blocking table protrudes out of the end surface of the force release seat, a downward inclined flow guiding surface is arranged on the outer surface of the force release seat, and the bottom end of the inclined flow guiding surface of the force release seat extends to the protruding position of the circular arc base.
Preferably, a reinforcement cage framework fixedly connected with the slope of the concrete dam is embedded in the flow-blocking and force-releasing component consisting of the flow-blocking table, the force-releasing seat and the circular arc base.
Preferably, the support framework comprises a self-locking type telescopic connecting rod, a positioning rod and a supporting rod, wherein the bottom end of the self-locking type telescopic connecting rod is fixedly connected with the slope body of the concrete dam, and the extension end of the self-locking type telescopic connecting rod is fixedly connected with the supporting rod through the positioning rod.
Preferably, the locating rods are arranged in parallel at the inclined plane position of the concrete dam slope body, and stainless steel locating bosses are equidistantly arranged on the outer walls of the locating rods.
Preferably, a guardrail assembly seat is pre-buried on the surface of the concrete dam slope body close to the end face.
Compared with the prior art, the utility model has the beneficial effects that:
1. the flow resistance and force release component arranged at the bottom end of the concrete dam slope body comprises a flow resistance table, a force release seat and an arc-shaped base, when water flow impacts the bottom end of the concrete dam slope body, the arc-shaped base and the force release seat conduct guiding and force release treatment on the water flow, impact force of the water flow on the concrete dam slope body is reduced, and service life is prolonged.
2. The space between the positioning rod and the supporting rod is provided with planting operation, after the green planting is planted in the green planting groove, the sunshade net can be directly paved at the upper positions of the positioning rod and the supporting rod, and the two ends of the sunshade net are pressed down, so that the sunshade net is pierced and fixed by the stainless steel positioning boss on the outer wall of the positioning rod, sunshade treatment is carried out on the green planting, and the survival rate of the sunshade net and the attractiveness of the slope surface of the concrete dam are improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic cross-sectional view of a concrete dam slope and a choked flow force-releasing member of the present utility model;
fig. 3 is a schematic view of a support structure according to the present utility model.
In the figure: 1. concrete dam slope; 2. a green planting groove; 3. a waterproof table; 4. a guardrail assembly seat; 5. a choke table; 501. a force release seat; 502. a circular arc base; 6. self-locking telescopic connecting rod; 7. a positioning rod; 701. stainless steel positioning boss; 8. and (5) supporting the rod.
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.
Example 1
Referring to fig. 1 to 3, the present utility model provides a technical solution for a slope protection structure: the water-proof dam comprises a concrete dam slope body 1, a green planting groove 2 is formed in the inclined surface position of the concrete dam slope body 1, a waterproof table 3 is fixedly connected to the surface of the concrete dam slope body 1, the waterproof table 3 is arranged at the end surface opening position of the green planting groove 2, a flow-resisting and force-releasing member is arranged at the bottom end position of the concrete dam slope body 1, the flow-resisting and force-releasing member comprises a flow-resisting table 5, a force-releasing seat 501 and an arc-shaped base 502, and the flow-resisting table 5, the force-releasing seat 501 and the arc-shaped base 502 are of an integrated structure; a supporting framework is arranged above the concrete dam slope 1.
The flow blocking table 5 protrudes out of the end surface position of the force release seat 501, the outer surface of the force release seat 501 is provided with a downward inclined flow guiding surface, the bottom end of the inclined flow guiding surface of the force release seat 501 extends to the protruding position of the circular arc-shaped base 502, and a reinforcement cage framework fixedly connected with the concrete dam slope 1 is embedded in the flow blocking force release member formed by the flow blocking table 5, the force release seat 501 and the circular arc-shaped base 502.
From the above description, the present utility model has the following advantageous effects: the flow resistance and force release member arranged at the bottom end of the concrete dam slope body 1 comprises a flow resistance table 5, a force release seat 501 and an arc-shaped base 502, when water flow impacts the bottom end of the concrete dam slope body 1, the arc-shaped base 502 and the force release seat 501 conduct guiding and force release treatment on the water flow, impact force of the water flow on the concrete dam slope body 1 is reduced, the service life is prolonged, the flow resistance table 5 conducts limit treatment on the water flow, and the water flow is not prone to splashing above the concrete dam slope body 1.
Example two
Referring to fig. 1 and 3, on the basis of the first embodiment, the present utility model provides a technical solution for a slope protection structure: the support framework comprises a self-locking telescopic connecting rod 6, a positioning rod 7 and a supporting rod 8, wherein the bottom end of the self-locking telescopic connecting rod 6 is fixedly connected with the concrete dam slope 1, the extension end of the self-locking telescopic connecting rod 6 is fixedly connected with the supporting rod 8 through the positioning rod 7, the positioning rod 7 is arranged in parallel at the inclined plane position of the concrete dam slope 1, and stainless steel positioning bosses 701 are equidistantly arranged on the outer wall of the positioning rod 7.
By adopting the technical scheme, the supporting framework comprises the self-locking telescopic connecting rod 6, the positioning rod 7 and the supporting rod 8, a planting operation gap is arranged between the positioning rod 7 and the supporting rod 8, after the green planting is planted in the green planting groove 2, a sunshade net can be directly paved above the positioning rod 7 and the supporting rod 8, and two ends of the sunshade net are pressed down, so that the sunshade net is pierced and fixed by the stainless steel positioning boss 701 on the outer wall of the positioning rod 7, sunshade treatment is carried out on the green planting, and the survival rate of the sunshade net and the attractiveness of the surface of the concrete dam slope 1 are improved; the length of the self-locking telescopic connecting rod 6 can be adjusted and fixed by longitudinally lifting the positioning rod 7 according to the height of the planted green plants.
Further, referring to fig. 1, a guardrail assembly seat 4 is pre-embedded at a position close to the end surface on the surface of the concrete dam slope 1, and the guardrail assembly seat 4 is used for installing a protective fence to improve safety.
The working principle and the using flow of the utility model are as follows: the flow resistance and force release member arranged at the bottom end of the concrete dam slope 1 comprises a flow resistance table 5, a force release seat 501 and an arc-shaped base 502, when water flow impacts the bottom end of the concrete dam slope 1, the arc-shaped base 502 and the force release seat 501 conduct guiding and force release treatment on the water flow, impact force of the water flow on the concrete dam slope 1 is reduced, the service life is prolonged, the flow resistance table 5 conducts limit treatment on the water flow, and the water flow is not easy to splash above the concrete dam slope 1; the support framework comprises a self-locking telescopic connecting rod 6, a positioning rod 7 and a supporting rod 8, a planting operation gap is formed between the positioning rod 7 and the supporting rod 8, after the green planting groove 2 is planted in the green planting groove, a sunshade net can be directly paved above the positioning rod 7 and the supporting rod 8, and two ends of the sunshade net are pressed down, so that the sunshade net is pierced and fixed by a stainless steel positioning boss 701 on the outer wall of the positioning rod 7, sunshade treatment is carried out on the green planting, and the survival rate of the sunshade net and the attractiveness of the surface of the concrete dam slope 1 are improved; the length of the self-locking telescopic connecting rod 6 can be adjusted and fixed by longitudinally lifting the positioning rod 7 according to the height of the planted green plants.
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. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
The foregoing is merely illustrative of the present utility model and not restrictive, and other modifications and equivalents thereof may occur to those skilled in the art without departing from the spirit and scope of the present utility model.
Claims (6)
1. The utility model provides a side slope protection structure, includes concrete dam slope body (1), green planting groove (2) have been seted up in the inclined plane position of concrete dam slope body (1), concrete dam slope body (1) fixedly connected with waterproof platform (3), waterproof platform (3) set up the terminal surface open position of planting groove (2) in green, its characterized in that: the bottom end of the concrete dam slope body (1) is provided with a flow resistance and force release member, the flow resistance and force release member comprises a flow resistance table (5), a force release seat (501) and an arc-shaped base (502), and the flow resistance table (5), the force release seat (501) and the arc-shaped base (502) are of an integrated structure; and a supporting framework is arranged above the concrete dam slope body (1).
2. A slope protection structure according to claim 1, wherein: the flow blocking table (5) protrudes out of the end face of the force release seat (501), a downward inclined flow guiding surface is arranged on the outer surface of the force release seat (501), and the bottom end of the inclined flow guiding surface of the force release seat (501) extends to the protruding position of the circular arc base (502).
3. A slope protection structure according to claim 1, wherein: the choke and force release member consisting of the choke table (5), the force release seat (501) and the circular arc base (502) is embedded with a reinforcement cage framework fixedly connected with the concrete dam slope body (1).
4. A slope protection structure according to claim 1, wherein: the support framework comprises a self-locking type telescopic connecting rod (6), a positioning rod (7) and a supporting rod (8), wherein the bottom end of the self-locking type telescopic connecting rod (6) is fixedly connected with the concrete dam slope body (1), and the extension end of the self-locking type telescopic connecting rod (6) is fixedly connected with the supporting rod (8) through the positioning rod (7).
5. The slope protection structure of claim 4, wherein: the locating rods (7) are arranged in parallel at the inclined plane position of the concrete dam slope body (1), and stainless steel locating bosses (701) are equidistantly arranged on the outer wall of the locating rods (7).
6. A slope protection structure according to claim 1, wherein: the guardrail assembly seat (4) is pre-buried in the position of the surface of the concrete dam slope body (1) close to the end face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321149614.7U CN220225122U (en) | 2023-05-15 | 2023-05-15 | Slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321149614.7U CN220225122U (en) | 2023-05-15 | 2023-05-15 | Slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220225122U true CN220225122U (en) | 2023-12-22 |
Family
ID=89194327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321149614.7U Active CN220225122U (en) | 2023-05-15 | 2023-05-15 | Slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220225122U (en) |
-
2023
- 2023-05-15 CN CN202321149614.7U patent/CN220225122U/en active Active
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