CN220953281U - Novel spillway chute bottom protection reinforcing structure - Google Patents
Novel spillway chute bottom protection reinforcing structure Download PDFInfo
- Publication number
- CN220953281U CN220953281U CN202323036409.2U CN202323036409U CN220953281U CN 220953281 U CN220953281 U CN 220953281U CN 202323036409 U CN202323036409 U CN 202323036409U CN 220953281 U CN220953281 U CN 220953281U
- Authority
- CN
- China
- Prior art keywords
- spillway
- bottom plate
- sides
- side walls
- protection
- 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.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 239000011435 rock Substances 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000003116 impacting effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model provides a novel structure is consolidated at bottom of spillway chute protection, including the tank bottom plate, and the side wall of tank bottom plate both sides, set up the enhancement layer on the tank bottom plate, the opposite ends of two side walls set up the several respectively and consolidate the support, the opposite ends of two side walls set up the triangle slow flow board respectively, consolidate the bottom plate of spillway through the enhancement layer, avoid the great rivers of impact force as far as possible and receive the damage to the bottom plate of spillway when striking the spillway, so as to realize the reinforcement and the protection to the spillway, and alleviate the strength of striking inner wall both sides to the rivers that overflow through the triangle slow flow board of both sides, prevent that rivers from causing the silt of both sides rock wall to run off.
Description
Technical Field
The utility model belongs to the technical field of spillway reinforcement, and particularly relates to a novel spillway chute bottom protection reinforcement structure.
Background
Spillway belongs to a kind of spillway building, is used for the flood that can't hold in the flood discharge reservoir, is used for guaranteeing dam body safety, and the spillway is general not frequent work, but is the important building in the reservoir pivot, needs to set up some reinforced structures to the spillway in the process of setting up the spillway, in order to avoid the spillway to produce and collapse etc. as far as possible.
When the gate of the spillway is opened, the water flow sprayed from the gate has a larger water flow impact force on part of the structure of the spillway, and the surface of part of the structure in the spillway can be broken by the water flow impact along with the extension of time, so that the part of the structure of the spillway is damaged, the normal drainage of the spillway can be influenced, and the problem exists in use.
Disclosure of utility model
In order to solve the defects in the prior art, the utility model provides a novel structure for reinforcing the bottom of the spillway chute.
The application provides a novel spillway chute bottom protection and reinforcement structure, which comprises a chute bottom plate and side walls at two sides of the chute bottom plate, wherein a reinforcement layer is arranged on the chute bottom plate, a plurality of reinforcement brackets are respectively arranged at the opposite ends of the two side walls, and a plurality of triangular slow-flow plates are respectively arranged at the opposite ends of the two side walls.
Specifically, set up several speed reduction stake on the reinforcement layer, the lower half of speed reduction stake is embedded in the groove bottom plate after being pour by the concrete, the upper half of speed reduction stake exposes in the reinforcement layer.
Specifically, the bottom of the reinforcing layer is provided with a plurality of speed reducing plates.
Compared with the prior art, the utility model has the following beneficial effects:
The bottom plate of spillway is consolidated through the reinforcement layer, avoids the great rivers of impact force as far as possible and receives the damage to the bottom plate of spillway when striking the spillway to realize the reinforcement and the protection to the spillway, and alleviate the power of striking inner wall both sides to the rivers that overflow through the triangle slow flow board of both sides, prevent that rivers from causing the silt of both sides rock wall to run off.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions of the prior art, the drawings that are needed in the embodiments or the description of the prior art will be briefly described below, it will be obvious that the drawings in the following description are some embodiments of the present utility model, and that other drawings can be obtained according to these drawings without inventive effort to a person skilled in the art.
Fig. 1 is a schematic top view of the present utility model.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. 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.
The utility model provides a novel structure of spillway chute protection bottom reinforcement, as shown in fig. 1, includes tank bottom plate 1 and the side wall 2 of tank bottom plate both sides, sets up the enhancement layer on the tank bottom plate 1, and the opposite ends of two side walls 2 set up several respectively and consolidate support 3, and the opposite ends of two side walls set up several triangle slow-flow plate 4 respectively. The reinforcement layer is a concrete layer of pouring, the bottom plate of the spillway is reinforced through the reinforcement layer, the water flow with larger impact force is avoided as much as possible, the bottom plate of the spillway is damaged when the spillway is impacted, the reinforcement and protection of the spillway are realized, and the force of impacting the two sides of the inner wall is relieved through the triangular slow flow plates 4 on the two sides of the spillway, so that the loss of sediment on the rock walls on the two sides of the water flow is prevented.
Specifically, a plurality of deceleration piles 5 are arranged on the reinforcing layer according to the embodiment, the lower half parts of the deceleration piles are embedded into the groove bottom plate 1 after being poured with concrete, and the upper half parts of the deceleration piles are exposed from the reinforcing layer. Through the setting of a plurality of reduction piles 5, absorb the impact force of rivers, can further slow down to rivers, receive wearing and tearing more back when the reduction pile moreover, demolish the reduction pile, install again.
Further, the bottom of the reinforcing layer in this embodiment is provided with a plurality of deceleration plates 6. The plurality of the speed reducing plates are uniformly distributed, and the water flow can be further subjected to speed reducing treatment through the speed reducing plates, so that the water flow is prevented from impacting the ground at the bottom.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (3)
1. Novel structure is consolidated to spillway chute protection bottom, its characterized in that: the device comprises a tank bottom plate (1) and side walls (2) on two sides of the tank bottom plate, wherein a reinforcing layer is arranged on the tank bottom plate (1), a plurality of reinforcing supports (3) are respectively arranged at opposite ends of the two side walls (2), and a plurality of triangular slow-flow plates (4) are respectively arranged at opposite ends of the two side walls.
2. The novel spillway chute bottom protection and reinforcement structure of claim 1, wherein: the reinforcing layer on set up a plurality of speed reduction stake (5), the lower half of speed reduction stake is embedded in groove bottom plate (1) after being pour by the concrete, the upper half of speed reduction stake exposes in the reinforcing layer.
3. The novel spillway chute bottom protection and reinforcement structure of claim 1, wherein: the bottom of the reinforcing layer is provided with a plurality of speed reducing plates (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323036409.2U CN220953281U (en) | 2023-11-10 | 2023-11-10 | Novel spillway chute bottom protection reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323036409.2U CN220953281U (en) | 2023-11-10 | 2023-11-10 | Novel spillway chute bottom protection reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220953281U true CN220953281U (en) | 2024-05-14 |
Family
ID=91013846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323036409.2U Active CN220953281U (en) | 2023-11-10 | 2023-11-10 | Novel spillway chute bottom protection reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220953281U (en) |
-
2023
- 2023-11-10 CN CN202323036409.2U patent/CN220953281U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106638486B (en) | High-tech zones cut-pff wall and gallery stage construction method | |
| CN202989867U (en) | Junked tire protective surface combined steel-structure check dam | |
| CN220953281U (en) | Novel spillway chute bottom protection reinforcing structure | |
| CN212896234U (en) | Connection structure of bank spillway slow-leveling section and steep groove section | |
| CN205501926U (en) | Add solid embankment structure of high pressure heater | |
| JP3301739B2 (en) | Caisson offshore structure | |
| CN214993512U (en) | Check dam adopting box-type net mold stacking | |
| CN202055261U (en) | Landslide-proofing retaining wall | |
| CN215052643U (en) | Check dam with net formwork combined with net formwork box body | |
| CN215052642U (en) | Net-molded arsenic sandstone check dam | |
| CN211898148U (en) | Water storage flood control river bank dam | |
| CN209523165U (en) | A kind of hydraulic engineering dam configuration | |
| CN210827381U (en) | Composite energy dissipater suitable for long-distance and complex-terrain slope surface drainage | |
| CN209493914U (en) | It constructs under the conditions of a kind of high water level spats | |
| CN220521259U (en) | Stilling pool structure | |
| CN206570826U (en) | A kind of inland river blast cofferdam | |
| CN110158547A (en) | A kind of cement sand and gravel buttress dam | |
| CN111058422A (en) | Water blocking and draining structure | |
| CN219772912U (en) | Reservoir spillway reinforced structure | |
| CN205046566U (en) | Flood prevention wall I shape precast concrete pile base | |
| CN207672415U (en) | A kind of embankment wall of stable structure | |
| CN210002343U (en) | Combined overflow dam structure | |
| CN212740758U (en) | Water gate with prefabricated cement sheet | |
| CN220080041U (en) | Inclined pile supporting device on underground engineering | |
| CN217325539U (en) | Diversion engineering building foundation reinforced structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |