CN219772912U - Reservoir spillway reinforced structure - Google Patents
Reservoir spillway reinforced structure Download PDFInfo
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- CN219772912U CN219772912U CN202320988950.4U CN202320988950U CN219772912U CN 219772912 U CN219772912 U CN 219772912U CN 202320988950 U CN202320988950 U CN 202320988950U CN 219772912 U CN219772912 U CN 219772912U
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- fixedly connected
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- energy dissipation
- water
- inlet channel
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 44
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 239000010410 layer Substances 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000011241 protective layer Substances 0.000 claims description 5
- 239000004567 concrete Substances 0.000 claims description 3
- 239000011435 rock Substances 0.000 abstract description 7
- 239000011150 reinforced concrete Substances 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 abstract description 3
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 230000003116 impacting effect Effects 0.000 abstract description 2
- 230000004888 barrier function Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 238000005728 strengthening Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
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Abstract
The utility model discloses a reservoir spillway reinforcing structure which comprises a water inlet channel, wherein one side of the surface of the water inlet channel is fixedly connected with a drainage channel, the middle parts of the two sides of the water inlet channel and the drainage channel are fixedly connected with mounting inserting rods, and the two sides of the inner wall of the drainage channel are fixedly connected with triangular slow flow baffles. According to the utility model, through the arrangement of the inserted bars, the triangular slow flow baffles, the energy dissipation water channels, the energy dissipation buffer plates and the speed reduction plates, the installed inserted bars are made of reinforced concrete and are inserted into the dykes at the two sides so as to improve the compression resistance of the water inlet channels and the drainage grooves, the triangular slow flow baffles at the two sides reduce the force of the overflowed water flow on the two sides of the inner wall, the energy dissipation buffer plates synchronously reduce the impact of the water flow on the rock walls at the two sides, the water and soil loss is prevented, the flow velocity of the water flow is reduced through the speed reduction plates, and the water flow is prevented from impacting the ground at the bottom, so that the effect of reinforcing and protecting the spillway is achieved.
Description
Technical Field
The utility model relates to the technical field of spillway reinforcement, in particular to a reservoir spillway reinforcement structure.
Background
The spillway is flood control equipment of water conservancy buildings such as reservoirs, and is mostly built on one side of a dam, like a big groove, when the water level in the reservoir exceeds the safety limit, water flows out from the spillway to the downstream, so that the dam is prevented from being destroyed, and before the spillway is used, the strength of the spillway needs to be improved, and the spillway is prevented from being broken by water flow.
Patent document CN217517515U discloses a "reservoir spillway reinforced structure", relates to spillway building technical field, and its technical scheme includes: the overflow Hong Cao body and the flip bucket also comprise a protection component arranged on the flip bucket, wherein the protection component comprises a protection plate and a locking piece, the protection plate is arranged on the flip bucket to protect the flip bucket, and the protection plate is detachably connected to the flip bucket through the locking piece. ".
When the device is used, the protection plate which is detachably arranged can play a protection role on the flip bucket, so that the protection plate bears the downward impact force of water flow to further protect the flip bucket, the situation that water and soil loss is caused by the cracking of two sides of the flip bucket is reduced, although the whole spillway can be reinforced by the mode, the whole operation step is more complicated, the improvement on the drainage process of the spillway is difficult to be carried out while the spillway is reinforced by the mode, the foundation of the spillway is easily broken by the water flow on the surface, and therefore, workers are required to improve the spillway.
Disclosure of Invention
The utility model aims to provide a reservoir spillway reinforcement structure for solving the problems in the background technology.
In order to achieve the above purpose, the utility model provides a reservoir spillway reinforcement structure, which comprises a water inlet channel, wherein one side of the surface of the water inlet channel is fixedly connected with a drainage channel, the middle parts of the two sides of the water inlet channel and the drainage channel are fixedly connected with installation inserting rods, the two sides of the inner wall of the drainage channel are fixedly connected with triangular slow-flow baffles, one side of the surface is fixedly connected with an energy dissipation channel, the two sides of the inner wall of the energy dissipation channel are fixedly connected with energy dissipation buffer plates, and the middle part of the top of the energy dissipation channel is fixedly connected with a speed reduction plate.
Install the inserted bar in order to promote the compressive capacity of inlet canal and chute, the triangle slow flow baffle of crossing both sides lightens the power of striking the inner wall both sides to the rivers that overflow, and the energy dissipation buffer plate lightens the rivers in step to the impact of both sides rock wall, prevents that rivers from causing the silt of both sides rock wall to run off, reduces the velocity of flow of rivers through the board of slowing down to prevent the rivers from striking the ground of bottom.
Preferably, the middle parts of the two sides of the energy dissipation water channel are fixedly connected with a plurality of groups of reinforcing brackets, and the middle part of the bottom of the energy dissipation water channel is fixedly connected with an impermeable layer.
The reinforcing support is inserted into the inside of the dam so as to firmly connect the dam with the energy dissipation canal, and the impermeable layer prevents water flow from immersing into the inside of the dam so as to ensure the strength of the dam.
Preferably, the top of the back of the energy dissipation ditch is fixedly connected with a plurality of groups of reinforcing ribs, and one side of the surface of each reinforcing rib is fixedly connected with the inner wall of the drainage groove.
The reinforcing ribs enable the connection between the energy dissipation ditch and the drainage groove to be firmer.
Preferably, the middle part at the top of the water inlet channel is fixedly connected with a protective layer, and one side of the surface of the protective layer is fixedly connected with a dampproof plate.
Preferably, one side of the bottom of the water inlet channel is fixedly connected with a plurality of groups of inserted steel columns, and one side of the inner wall of each inserted steel column is provided with a concrete layer.
The inserted steel column is inserted into the dam to strengthen the connection.
Preferably, the other side of the bottom of the water inlet channel is fixedly connected with a waterproof panel, and the waterproof panel is obliquely arranged.
The waterproof panel is arranged at the joint of the dam and the water, so that the water can be prevented from directly contacting the dam, and the stability of the dam is ensured.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, through the arrangement of the water inlet channel, the drainage groove, the mounting inserted link, the triangular slow flow baffle, the energy dissipation water channel, the energy dissipation buffer plate and the speed reduction plate, the mounting inserted link is made of reinforced concrete, so that the reinforced concrete is inserted into the dams at two sides, the compression resistance of the water inlet channel and the drainage groove is improved, the overflow water flow is relieved by the triangular slow flow baffle at two sides, the force of the overflow water flow on two sides of the inner wall is relieved, the impact of the water flow on two sides of the rock wall is synchronously relieved by the energy dissipation buffer plate, the water and soil loss is prevented, the flow speed of the water flow is reduced by the speed reduction plate, the water flow is prevented from impacting the ground at the bottom of the flood channel, the effect of reinforcing and protecting the spillway is achieved, and the main body inside the reinforced flood channel is protected conveniently.
2. According to the utility model, through the arrangement of the reinforcing support, the impermeable layer, the reinforcing ribs, the inserted steel columns and the waterproof panel, the reinforcing support is inserted into the dam so as to firmly connect the dam with the energy dissipation ditch, the impermeable layer prevents water flow from immersing into the dam so as to ensure the strength of the dam, and the waterproof panel is arranged at the joint of the dam and water so as to prevent the water from directly contacting the dam and ensure the stability of the dam, thereby achieving the effect of stably protecting spillways.
Drawings
FIG. 1 is a perspective view of the structure of the present utility model;
FIG. 2 is a perspective view of the barrier layer structure of the present utility model;
FIG. 3 is a schematic view of a spliced steel column according to the present utility model;
fig. 4 is a schematic view of the structure of the reinforcing rib of the present utility model.
In the figure: 1. a water inlet channel; 2. a drainage groove; 3. installing a plug rod; 4. triangular slow flow baffle plate; 5. energy dissipation ditch; 6. an energy dissipation buffer plate; 7. a speed reducing plate; 8. reinforcing the support; 9. an impermeable layer; 10. reinforcing ribs; 11. a protective layer; 12. inserting a steel column; 13. a waterproof panel.
Detailed Description
Referring to fig. 1 to 4, a reservoir spillway reinforcement structure;
including inlet channel 1, one side fixedly connected with drainage groove 2 on inlet channel 1 surface, the equal fixedly connected with installation inserted bar 3 in middle part of inlet channel 1 and drainage groove 2 both sides, the equal fixedly connected with triangle slow flow baffle 4 in both sides of drainage groove 2 inner wall, one side fixedly connected with energy dissipation ditch 5 on surface, the equal fixedly connected with energy dissipation buffer board 6 in both sides of energy dissipation ditch 5 inner wall, the middle part fixedly connected with deceleration strip 7 at energy dissipation ditch 5 top.
During the use, be provided with drainage groove 2 in one side of inlet channel 1, and both sides at inlet channel 1 and drainage groove 2 all are provided with installation inserted bar 3, installation inserted bar 3 is by reinforced concrete preparation, make it insert in the dykes and dams of both sides, in order to promote inlet channel 1 and drainage groove 2's compressive capacity, and be provided with triangle slow flow baffle 4 in the inner wall both sides of drainage groove 2, alleviate the power of striking the inner wall both sides through the triangle slow flow baffle 4 of both sides to the rivers that overflow, prevent that rivers from causing the silt of both sides rock wall to run off, and be provided with energy dissipation ditch 5 in the bottom of one side of drainage groove 2, all be provided with energy dissipation buffer plate 6 in the inner wall both sides of energy dissipation ditch 5, energy dissipation buffer plate 6 is synchronous to alleviate the impact of rivers to both sides rock wall, prevent water and soil erosion, and be provided with down-flow plate 7 at the top of energy dissipation ditch 5, the velocity reduction through down-flow plate 7, in order to prevent the rivers from striking the ground of bottom.
The middle part of energy dissipation ditch 5 both sides is equal fixedly connected with multiunit reinforcing bracket 8, the middle part fixedly connected with barrier layer 9 of energy dissipation ditch 5 bottom, the top fixedly connected with multiunit strengthening rib 10 of energy dissipation ditch 5 back, and one side fixedly connected with in the inner wall of draining vat 2 on strengthening rib 10 surface, the middle part fixedly connected with inoxidizing coating 11 at inlet channel 1 top, one side fixedly connected with dampproof plate on inoxidizing coating 11 surface, one side fixedly connected with multiunit grafting steel column 12 of inlet channel 1 bottom, one side of grafting steel column 12 inner wall is provided with concrete layer, the opposite side fixedly connected with waterproof panel 13 of inlet channel 1 bottom, waterproof panel 13 is the slope and places.
During the use, all be provided with a plurality of reinforcement supports 8 in the both sides of energy dissipation ditch 5, the inside of dykes and dams is inserted to reinforcement support 8, so as to be firmly connected dykes and dams and energy dissipation ditch 5, be provided with barrier layer 9 in the bottom of energy dissipation ditch 5, barrier layer 9 prevents rivers from soaking into the inside of dykes and dams, so as to guarantee the intensity of dykes and dams, and be provided with many strengthening ribs 10 in the junction of energy dissipation ditch 5 and drain chute 2, make the connection of energy dissipation ditch 5 and drain chute 2 more firm, and be provided with grafting steel column 12 in the bottom of intake canal 1 and insert the inside of dykes and dams, make its connectivity strengthen, and be provided with waterproof panel 13 in the bottom one side of intake canal 1, waterproof panel 13 sets up in the junction of dykes and dams and water, can prevent water direct contact, guarantee the steadiness of dykes and dams.
The utility model provides a construction method, the installation inserted bar 3 is by reinforced concrete preparation, insert in the dykes and dams of both sides, so that with the compressive capacity promotion of inlet canal 1 with drain chute 2, alleviate the power of striking inner wall both sides through the triangle slow flow baffle 4 of both sides to the rivers that overflow, the energy dissipation buffer board 6 lightens the impact of rivers to both sides rock wall in step, prevent soil erosion and water loss, reduce the velocity of flow to rivers through the deceleration board 7, in order to prevent the ground of rivers impact bottom, reinforcing bracket 8 inserts the inside of dykes and dams, in order to be connected dykes and water absorption canal 5 firm, barrier layer 9 prevents rivers from immersing the inside of dykes and dams, in order to guarantee the intensity of dykes and dams, reinforcing rib 10 makes the connection of energy absorption canal 5 and drain chute 2 more firm, waterproof panel 13 sets up in the junction of dykes and water, can prevent water direct contact dykes and water, guarantee the steadiness of dykes and dams.
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 utility model may be embodied in other specific forms without departing from the spirit or essential characteristics 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.
Claims (6)
1. Reservoir spillway reinforced structure, including inlet canal (1), its characterized in that: one side fixedly connected with drainage groove (2) on inlet channel (1) surface, equal fixedly connected with in middle part of inlet channel (1) and drainage groove (2) both sides installs inserted bar (3), equal fixedly connected with triangle slow flow baffle (4) in both sides of drainage groove (2) inner wall, one side fixedly connected with energy dissipation ditch (5) on surface, equal fixedly connected with energy dissipation buffer board (6) in both sides of energy dissipation ditch (5) inner wall, middle part fixedly connected with deceleration strip (7) at energy dissipation ditch (5) top.
2. A reservoir spillway reinforcement structure of claim 1, wherein: the middle parts of two sides of the energy dissipation water channel (5) are fixedly connected with a plurality of groups of reinforcing brackets (8), and the middle part of the bottom of the energy dissipation water channel (5) is fixedly connected with an impermeable layer (9).
3. A reservoir spillway reinforcement structure of claim 1, wherein: the top of the back of the energy dissipation ditch (5) is fixedly connected with a plurality of groups of reinforcing ribs (10), and one side of the surface of the reinforcing ribs (10) is fixedly connected with the inner wall of the drainage groove (2).
4. A reservoir spillway reinforcement structure of claim 1, wherein: the middle part at the top of the water inlet channel (1) is fixedly connected with a protective layer (11), and one side of the surface of the protective layer (11) is fixedly connected with a dampproof plate.
5. A reservoir spillway reinforcement structure of claim 1, wherein: one side of the bottom of the water inlet channel (1) is fixedly connected with a plurality of groups of inserted steel columns (12), and one side of the inner wall of each inserted steel column (12) is provided with a concrete layer.
6. A reservoir spillway reinforcement structure of claim 1, wherein: the other side of the bottom of the water inlet channel (1) is fixedly connected with a waterproof panel (13), and the waterproof panel (13) is obliquely placed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320988950.4U CN219772912U (en) | 2023-04-27 | 2023-04-27 | Reservoir spillway reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320988950.4U CN219772912U (en) | 2023-04-27 | 2023-04-27 | Reservoir spillway reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219772912U true CN219772912U (en) | 2023-09-29 |
Family
ID=88102750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320988950.4U Active CN219772912U (en) | 2023-04-27 | 2023-04-27 | Reservoir spillway reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219772912U (en) |
-
2023
- 2023-04-27 CN CN202320988950.4U patent/CN219772912U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240323 Address after: Shop 109, Building 9, Jinxiu Commercial Street, Daguang Community, Yankou Town, Shou County, Huainan City, Anhui Province, 232200 Patentee after: Anhui Dafu Construction Engineering Co.,Ltd. Country or region after: China Address before: No. 141, Shaowei Group, Shaowei Village, Beiyangzhai Township, Yongqiao District, Suzhou City, Anhui Province, 234000 Patentee before: Han Longhui Country or region before: China |
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| TR01 | Transfer of patent right |