CN215562342U - Water conservancy protection high strength dyke - Google Patents

Water conservancy protection high strength dyke Download PDF

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Publication number
CN215562342U
CN215562342U CN202120610317.2U CN202120610317U CN215562342U CN 215562342 U CN215562342 U CN 215562342U CN 202120610317 U CN202120610317 U CN 202120610317U CN 215562342 U CN215562342 U CN 215562342U
Authority
CN
China
Prior art keywords
dike
embankment
water conservancy
sealing covers
front side
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.)
Expired - Fee Related
Application number
CN202120610317.2U
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Chinese (zh)
Inventor
韩兆振
王松岭
赵英琦
顾名昂
史卜康
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongyuan Dahe Water Conservancy And Hydropower Engineering Co ltd
Original Assignee
Zhongyuan Dahe Water Conservancy And Hydropower Engineering Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhongyuan Dahe Water Conservancy And Hydropower Engineering Co ltd filed Critical Zhongyuan Dahe Water Conservancy And Hydropower Engineering Co ltd
Priority to CN202120610317.2U priority Critical patent/CN215562342U/en
Application granted granted Critical
Publication of CN215562342U publication Critical patent/CN215562342U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to the technical field of water conservancy protection engineering and discloses a water conservancy protection high-strength dike which comprises a dike main body, wherein a base is arranged below the dike main body, sealing covers are respectively arranged at two ends of the middle part of the front side of the dike main body, handles are respectively arranged on the sealing covers, ant channels are respectively arranged in the dike main body and below the sealing covers, ant channels are respectively arranged at the front side of the dike main body and above and below the sealing covers, planting grooves are respectively arranged at the front side of the dike main body and above and below the sealing covers, and a protective net is respectively arranged on the planting grooves. According to the utility model, the waterproof strips are arranged at the bottom end of the sealing cover and the joint of the ant channel, so that water flow is prevented from entering the ant channel when the flood season comes, the problem that the poison bait for killing termites is washed away due to the rising of the water level is solved, the safety of the dike is ensured, meanwhile, the drying pad is arranged in the ant channel, the poison bait bag is kept dry, the performance of killing the termites can be continuously exerted by the poison bait bag, the damage to the dike by the termites is avoided, and the service life of the dike is prolonged.

Description

Water conservancy protection high strength dyke
Technical Field
The utility model relates to the technical field of water conservancy protection engineering, in particular to a water conservancy protection high-strength dike.
Background
The dike engineering refers to a water retaining structure built along the edges of rivers, lakes, seacoasts, flood areas or flood diversion areas, the dike can limit flood in a flood passage, so that the water depth with the same flow is increased, the flood flow speed is increased, flood discharge and sand discharge are facilitated, the dike can also resist storms and resist sea tides, and the dike is an important component of water conservancy protection engineering.
At present, the existing dike needs to prevent termites from entering the inside of the dike when in use, but in a flood season, the rising of the water level can wash away the poison baits for killing the termites, so that the termites damage the dike, water flow cannot be dispersed in time, the stability of the dike is low, and water and soil loss is easy to occur. Accordingly, those skilled in the art have provided a water conservancy protection high strength embankment to solve the above-mentioned problems of the background art.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a water conservancy protection high-strength embankment to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme:
a water conservancy protection high-strength embankment comprises an embankment body, wherein a base is arranged below the embankment body, sealing covers are arranged at two ends of the middle part of the front side of the embankment body, handles are arranged on the sealing covers, an ant channel is arranged inside the embankment body and close to the lower part of the sealing covers, planting grooves are arranged on the front side of the embankment body and close to the upper part and the lower part of the sealing covers, protective nets are arranged on the planting grooves, second flow guide grooves are arranged at two ends of the embankment body and close to one sides of the planting grooves, a first flow guide groove is arranged between the planting grooves, a plurality of flow guide convex blocks are arranged on the first flow guide groove, waterproof strips are arranged between the bottom end of the sealing cover and the ant channel, a poison bait bag is arranged in the ant channel, a drying pad is arranged at one side of the inside of the ant channel and close to the poison bag, and a sandstone layer is arranged inside the embankment body and the base, and one side of the gravel layer is provided with an anti-seepage layer, and the bottom end of the interior of the embankment main body, which is close to the planting groove, is provided with a seepage pipe.
As a still further scheme of the utility model: a baffle is arranged at one end above the dike main body.
As a still further scheme of the utility model: and fixing bolts are arranged at four corners of the protective net.
As a still further scheme of the utility model: a trapezoidal fixed block is arranged above the front side of the base.
As a still further scheme of the utility model: and a third diversion trench is arranged at the bottom end, close to the front side of the dike main body, of the base.
As a still further scheme of the utility model: the inside of base is provided with the drain pipe, the top and the infiltration pipe of drain pipe are connected.
Compared with the prior art, the utility model has the beneficial effects that:
1. the sealing covers are arranged at the two ends of the front side of the main body of the dike, the handles are arranged at the front side of the sealing covers, workers can pull the handles to open the sealing covers, the poison bait bags are placed in the ant channel, the poison bait bags can be used for preventing termites from entering the interior of the dike, damage to the dike caused by the termites is avoided, meanwhile, waterproof strips are arranged at the bottom ends of the sealing covers and the connecting positions of the sealing covers and the ant channel, water flow is prevented from entering the interior of the ant channel when the water level rises in the flood season, the problem that the termites can be eliminated due to rising of the water level is solved, safety of the dike is guaranteed, meanwhile, the drying pads are arranged in the ant channel, the poison bait bags can be kept dry conveniently, the performance of the termites can be continuously exerted, damage to the dike during the flood season is avoided, and the service life of the dike is prolonged.
2. The planting grooves are arranged on the front side of the dike body and are close to the upper part and the lower part of the sealing cover, so that vegetation can be conveniently planted on the dike body, the cohesive force between soil and a vegetation root system is increased, the water and soil loss phenomenon is reduced, the stability of the dike body is kept, meanwhile, the protective net is arranged above the planting grooves, the four corners of the protective net are provided with fixing bolts, the protective net is convenient to fix, the vegetation in the planting grooves can be protected by the protective net, the surface of the dike body is reinforced, the stability of the dike body can be improved, the penetrating pipes are arranged in the dike body and are close to the lower parts of the planting grooves, so that water flow in the planting grooves can be conveniently drained in rainy days, the vegetation is prevented from being damaged too much, the stability of water and soil is kept, and through the first diversion groove and the second diversion groove on the front side of the dike body, and the third diversion trench close to the dike main body on the base is convenient for dispersing flood season water flow or rainwater and the like, so that the impact of the rainwater on the dike main body is weakened.
Drawings
FIG. 1 is a schematic view of a water conservancy protective high-strength embankment;
FIG. 2 is a front view of a water conservancy protective high strength embankment;
Fig. 3 is a side sectional view of a water conservancy protective high-strength embankment.
In the figure: 1. a bank main body; 2. a base; 3. a trapezoidal fixed block; 4. a baffle plate; 5. a protective net; 6. planting grooves; 7. a sealing cover; 8. a handle; 9. a first diversion trench; 10. a flow guide projection; 11. a second guiding gutter; 12. a third guiding gutter; 13. a poison bait bag; 14. drying the pad; 15. a sandstone layer; 16. an anti-permeation layer; 17. a permeate tube; 18. a drain pipe; 19. fixing the bolt; 20. a waterproof strip; 21. and (4) the ant passage.
Detailed Description
Referring to fig. 1 to 3, in the embodiment of the present invention, a water conservancy protective high-strength dike comprises a dike body 1, a base 2 is disposed below the dike body 1, sealing covers 7 are disposed at both ends of the middle portion of the front side of the dike body 1, handles 8 are disposed on the sealing covers 7, ant paths 21 are disposed inside the dike body 1 and below the sealing covers 7, planting grooves 6 are disposed above and below the front side of the dike body 1 and near the sealing covers 7, a protective net 5 is disposed on the planting grooves 6 to facilitate planting vegetation on the dike body 1, thereby increasing cohesion between soil and vegetation root systems, reducing water and soil loss, maintaining the stability of the dike body 1, second flow guide grooves 11 are disposed at both ends of the dike body 1 and near the planting grooves 6, a first flow guide groove 9 is disposed between the planting grooves 6, a plurality of flow guide projections 10 are disposed on the first flow guide groove 9, the waterproof strips 20 are arranged between the bottom end of the sealing cover 7 and the ant channel 21, the poison bait bags 13 are arranged in the ant channel 21, when the water level rises in the coming flood season, the water flow is prevented from entering the ant channel 21, the problem that the poison baits for termites are washed away due to the rise of the water level is solved, the safety of the levee is guaranteed, the drying pads 14 are arranged on one sides, close to the poison bait bags 13, of the interiors of the ant channels 21, the poison bait bags 13 are kept dry, the performance of the poison bait bags 13 for killing the termites can be continuously exerted, the damage to the levee by the termites in the flood season is avoided, the service life of the levee is prolonged, the sandstone layers 15 are arranged inside the levee main body 1 and the base 2, the anti-seepage layers 16 are arranged on one sides of the sandstone layers 15, and the permeation tubes 17 are arranged on the bottoms, close to the planting grooves 6, of the interiors of the levee main body 1.
In fig. 1 and 3: the one end of dyke main part 1 top is provided with baffle 4, is convenient for prevent that some rocks on the dyke main part 1 from falling down, avoids the pedestrian to appear dangerously simultaneously.
In fig. 2 and 3: the four corners of the protection net 5 are provided with fixing bolts 19, so that the protection net 5 can be fixed conveniently, and the protection net 5 can be used for protecting vegetation in the planting groove 6.
In fig. 1 and 3: the trapezoidal fixed block 3 is arranged above the front side of the base 2, so that the height of the front end of the base 2 is increased conveniently, and when the rising speed in a flood season is low, water flow passing through the trapezoidal fixed block 3 can be guided into the third diversion trench 12 to be discharged, and water flow accumulation on the base 2 is avoided.
In fig. 3: the bottom end of the base 2 close to the front side of the dike main body 1 is provided with a third diversion trench 12, which is convenient for dispersing flood season water flow or rainwater and the like, thereby weakening the impact of the rainwater on the dike main body 1.
In fig. 2: the inside of base 2 is provided with drain pipe 18, and the top and the infiltration pipe 17 of drain pipe 18 are connected, and the rainy day of being convenient for is discharged the inside rivers of planting groove 6, discharges through drain pipe 18, avoids the too much vegetation of rivers to suffer destruction, keeps the stability of soil and water.
The working principle of the utility model is as follows: when the device is used, the sealing covers 7 are arranged at the two ends of the front side of the main body 1 of the dike, the handle 8 is arranged at the front side of the sealing cover 7, so that a worker can conveniently pull the handle 8 to open the sealing covers 7, the bait bags 13 are placed in the ant channel 21, the bait bags 13 can be used for preventing termites from entering the interior of the dike, the damage to the dike caused by the termites is avoided, meanwhile, the waterproof strips 20 are arranged at the connecting positions of the sealing covers 7, the bottom ends of the sealing covers 7 and the ant channel 21, when the water level rises in the flood season, the water flow is prevented from entering the interior of the ant channel 21, the problem that the termites can be eliminated due to the rise of the water level is solved, the safety of the dike is ensured, meanwhile, the drying pads 14 are arranged in the ant channel 21, the drying of the bait bags 13 is convenient, the performance of continuously eliminating the termites can be exerted, and the damage to the dike in the flood season is avoided, the service life of the dike is prolonged, the planting grooves 6 are arranged on the front side of the dike body 1 and are close to the upper part and the lower part of the sealing cover 7, so that vegetation can be conveniently planted on the dike body 1, the cohesive force between soil and vegetation root systems is increased, the water and soil loss is reduced, the stability of the dike body 1 is maintained, meanwhile, the protective net 5 is arranged above the planting grooves 6, the four corners of the protective net 5 are provided with the fixing bolts 19, so that the protective net 5 can be conveniently fixed, vegetation in the planting grooves 6 can be protected by the protective net 5, meanwhile, the surface of the dike body 1 has a reinforcing effect, the stability of the dike body 1 can be improved, the permeation pipes 17 are arranged in the dike body 1 and are close to the lower part of the planting grooves 6, so that water flow in the planting grooves 6 can be conveniently drained in rainy days, and damage to the vegetation caused by excessive water flow is avoided, the stability of soil and water is kept, and the first diversion trench 9 and the second diversion trench 11 on the front side of the dike body 1 and the third diversion trench 12 on the base 2 close to the dike body 1 are convenient for dispersing water flow or rainwater in flood seasons, so that the impact of rainwater on the dike body 1 is weakened.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the scope of the present invention, and the technical solutions and the utility model concepts of the present invention are equivalent to or changed within the scope of the present invention.

Claims (6)

1. A water conservancy protection high-strength embankment comprises an embankment body (1) and is characterized in that a base (2) is arranged below the embankment body (1), sealing covers (7) are arranged at two ends of the middle part of the front side of the embankment body (1), handles (8) are arranged on the sealing covers (7), ant paths (21) are arranged below the interior of the embankment body (1) and close to the sealing covers (7), planting grooves (6) are arranged at the front side of the embankment body (1) and close to the upper parts and the lower parts of the sealing covers (7), protective nets (5) are arranged on the planting grooves (6), second guide grooves (11) are arranged at one sides of the two ends of the embankment body (1) and close to the planting grooves (6), first guide grooves (9) are arranged between the planting grooves (6), and a plurality of guide lugs (10) are arranged on the first guide grooves (9), all be provided with waterproof strip (20) between the bottom of sealed lid (7) and ant way (21), be provided with poison bait bag (13) in ant way (21), one side that the inside of ant way (21) is close to poison bait bag (13) is provided with dry pad (14), the inside of dyke main part (1) and base (2) all is provided with gravel layer (15), one side of gravel layer (15) all is provided with prevention of seepage permeable stratum (16), the bottom that the inside of dyke main part (1) is close to planting groove (6) all is provided with permeability tube (17).
2. The water conservancy protective high-strength embankment according to claim 1, wherein a baffle (4) is provided at one end above said embankment body (1).
3. The water conservancy protection high-strength embankment according to claim 1, wherein fixing bolts (19) are arranged at four corners of the protection net (5).
4. The water conservancy protective high-strength embankment according to claim 1, wherein a trapezoidal fixing block (3) is arranged above the front side of the base (2).
5. The water conservancy protective high-strength embankment according to claim 1, wherein the base (2) is provided with a third guiding gutter (12) at the bottom end near the front side of the embankment body (1).
6. The water conservancy protective high-strength embankment according to claim 1, wherein said base (2) is internally provided with a drain pipe (18), and the top end of said drain pipe (18) is connected with a permeation tube (17).
CN202120610317.2U 2021-03-25 2021-03-25 Water conservancy protection high strength dyke Expired - Fee Related CN215562342U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120610317.2U CN215562342U (en) 2021-03-25 2021-03-25 Water conservancy protection high strength dyke

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120610317.2U CN215562342U (en) 2021-03-25 2021-03-25 Water conservancy protection high strength dyke

Publications (1)

Publication Number Publication Date
CN215562342U true CN215562342U (en) 2022-01-18

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ID=79854750

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120610317.2U Expired - Fee Related CN215562342U (en) 2021-03-25 2021-03-25 Water conservancy protection high strength dyke

Country Status (1)

Country Link
CN (1) CN215562342U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114737519A (en) * 2022-03-04 2022-07-12 安徽省维宁建设集团有限公司 River course slope protection laying construction method for hydraulic engineering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114737519A (en) * 2022-03-04 2022-07-12 安徽省维宁建设集团有限公司 River course slope protection laying construction method for hydraulic engineering

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220118