CN213819027U

CN213819027U - River course bank protection laying device for hydraulic engineering

Info

Publication number: CN213819027U
Application number: CN202022522139.6U
Authority: CN
Inventors: 庞洪; 何可可
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-11-04
Filing date: 2020-11-04
Publication date: 2021-07-30
Anticipated expiration: 2030-11-04

Abstract

The utility model discloses a river course bank protection laying device for hydraulic engineering belongs to water conservancy ecological remediation technical field, including the river dam bank slope, the top fixedly connected with river dam granite rock stratum of river dam bank slope, the top fixed mounting of river dam granite rock stratum has the river dam platform, just hydrophobic road junction has been seted up at the middle part of river dam granite rock stratum, fixed mounting has the net of trampling of preventing on the hydrophobic road junction, the vegetation planting groove has been seted up on the surface of river dam granite rock stratum, just step tye has been seted up on the surface of river dam granite rock stratum, the bottom side fixed mounting of river dam granite rock stratum has water service pipe, and the hydrophobic hidden channel has been seted up to the inside of river dam bank slope, just one side fixed mounting of river dam bank slope has water service pipe. The utility model discloses a, through the design is exquisite, adopt vertical braces and slope to support and combine, easy to assemble avoids the river course wall body to collapse, adopts sewer and hydrophobic camera obscura combination to set up, can realize powerful hydrophobic.

Description

River course bank protection laying device for hydraulic engineering

Technical Field

The utility model relates to a river course bank protection laying device for hydraulic engineering relates to water conservancy ecological remediation technical field, especially relates to a river course bank protection is laid for hydraulic engineering.

Background

The rapid development of economy in China and the continuous acceleration of the urbanization construction process lead to the need of thinking the relationship among social environment, economic development and ecological balance again under a large background to carry out effective river regulation. Under the situation that science and technology and concept are innovated, the traditional river channel treatment work cannot meet the requirements of modern society, so the research and implementation of ecological slope protection are urgent. Only by the specific ecological slope protection mode which is selectively combined and constructed by the structural form, the actual situation and the local characteristics, the difficult problem of river channel treatment work can be really and effectively solved, and a good foundation is laid for the improvement and ecological development of urban pollution. The hydraulic engineering is used for controlling and allocating surface water and underground water in the nature, and the engineering is built for the purpose of removing harm and benefiting. Also known as water engineering. Water is a valuable resource essential for human production and life, but its natural existence does not meet the needs of human beings. Only when hydraulic engineering is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. The classification can be divided into by purpose or service object: flood control engineering for preventing flood disasters; the irrigation and water conservancy project which prevents drought, waterlogging and serves agricultural production is also called irrigation and drainage project; converting water energy into electric energy; channel and port projects that improve and create shipping conditions; urban water supply and drainage works serving industrial and domestic water and draining sewage and rainwater; water and soil conservation engineering and environmental hydraulic engineering for preventing water and soil loss and water pollution and maintaining ecological balance; the fishery water conservancy project of fishery production is protected and enhanced; sea reclamation engineering and the like meeting the needs of industrial and agricultural production or transportation. A water conservancy project serves multiple targets such as flood control, irrigation, power generation, shipping and the like, is called as comprehensive utilization water conservancy project, and an ecological slope protection is an important measure for river ecological management and is a novel slope protection technology which is created by combining the water conservancy project and ecological environment protection. The cement revetment integrates the subjects of modern hydraulic engineering, bioscience, environmentality, ecology, landscaping, aesthetics and the like, breaks through the pattern of three-sided lining and neat and uniform drawing of the traditional revetment cement, does not only emphasize the anti-scouring capability of the revetment any more, and requires perfect combination of stability, landscaping and ecology. Therefore, the ecological slope protection technology can be described as a hydraulic engineering technology which can reduce the degree of various erosion such as water flow, wind wave, rainwater and the like, improve the stability of a slope surface and slope feet and realize the evolution of the river bank ecological community to a top community by using a mode of combining plants or plants with civil engineering. The ecological slope protection technology is a new technology for stabilizing a rock-soil side slope and beautifying the environment by utilizing the principle that vegetation contains water and fixes soil, and relates to a comprehensive engineering technology integrating multiple disciplines of geotechnical engineering, water and soil conservation, environmental protection, ecological botany, gardens, soil fertilizers and the like. When ecological bank protection is carried out to the river course, need satisfy certain stability, otherwise just consolidate, just has been washed away. Generally, before the technology is developed, the sliding property of the surface soil of the bank slope and the scouring degree of river waves need to be confirmed, which are main factors for determining the stability of the bank slope, and meanwhile, the sliding of the deep soil also influences the stability, so that certain investigation and thinking need to be carried out, and the stable implementation of the ecological slope protection technology can be ensured.

The following problems exist in the prior art:

1. the river course slope protection laying device in the prior art has the problem of difficulty in drainage;

2. among the prior art, can be difficult to the flood discharge to the big district of some water yield, and then can not reach the use original intention of river course bank protection laying device, this river course bank protection laying device's suitability variation, consequently need carry out the structure innovation and solve specific problem.

SUMMERY OF THE UTILITY MODEL

The technical problem to be solved by the utility model is to provide a river course slope protection laying device for hydraulic engineering, wherein one purpose is to provide an aquatic vegetation groove and solve the problem of aquatic vegetation growth; wherein another kind of purpose is in order to solve the too strong problem of water mobility to reach hydrophobic flood discharge effect, wherein another kind of purpose is strong in order to possess the suitability, makes things convenient for the device installation, is favorable to river course bank protection to build fast, has solved the river course bank protection problem of collapsing.

In order to solve the technical problem, the utility model discloses the technical scheme who adopts is:

the utility model provides a river course bank protection laying device for hydraulic engineering, includes the river dam bank slope, the top fixedly connected with river dam granite rock stratum of river dam bank slope, the top fixed mounting of river dam granite rock stratum has the river dam platform, just hydrophobic road junction has been seted up at the middle part of river dam granite rock stratum, fixed mounting has the net of trampling of preventing on the hydrophobic road junction.

The utility model discloses technical scheme's further improvement lies in: the vegetation planting groove is formed in the surface of the river dam granite stratum, the step water flowing groove is formed in the surface of the river dam granite stratum, a water flowing pipeline is fixedly mounted on the bottom side of the river dam granite stratum, and the water flowing pipeline penetrates through the river dam granite stratum.

The utility model discloses technical scheme's further improvement lies in: a drainage hidden groove is formed in the river dam bank slope, and a water pipeline is fixedly installed on one side of the river dam bank slope.

The utility model discloses technical scheme's further improvement lies in: the bottom fixed mounting of river dam bank slope has the support base, the top fixed mounting who supports the base has the fixed block, the top fixed mounting of fixed block has stainless steel spiral shell piece, just the top fixed mounting of fixed block has the dead lever, the top fixedly connected with of dead lever rises the throat, the top swing joint that rises the throat has flexible post, the top swing joint of flexible post has the support roof, the top of support roof is pegged graft and is had the set screw.

The utility model discloses technical scheme's further improvement lies in: the bottom fixed mounting of river dam bank slope has the supporting shoe, the top fixed mounting of supporting shoe has the vaulting pole, the top joint of vaulting pole has the inserted block.

The utility model discloses technical scheme's further improvement lies in: the bottom fixed mounting of river dam bank slope has the slope base block, the top fixed mounting of slope base block has the down tube clamp splice, the screw hole has been seted up on the surface of down tube clamp splice, it has the bolt to peg graft on the screw hole, the top swing joint of slope base block has the down tube, the middle part swing joint of down tube has the vaulting pole, and the top fixedly connected with down tube solid piece of down tube, one side fixedly connected with inclined plane roof of the down tube solid piece.

Owing to adopted above-mentioned technical scheme, the utility model discloses relative prior art, the technological progress who gains is:

1. the utility model provides a river course bank protection laying device for hydraulic engineering, through designing ingeniously, adopt vertical braces and slope to support and combine, easy to assemble avoids the river course wall body to collapse.

2. The utility model provides a river course bank protection laying device for hydraulic engineering through adopting sewer and hydrophobic camera apron combination setting, can realize powerful hydrophobic.

Drawings

Fig. 1 is a schematic view of the three-dimensional structure of the river course slope protection laying device of the utility model;

fig. 2 is a schematic view of the structure of a support column of the river slope protection laying device of the utility model;

fig. 3 is the utility model discloses river course bank protection laying device oblique brace post structure sketch map.

Wherein, 1, river dam bank slope; 2. a drainage channel opening; 3. a river dam platform; 4. a water drainage dark tank; 5. a trample prevention net; 6. a step flume; 7. a water pipeline; 8. a support base; 9. lifting and necking; 10. a fixed block; 11. a telescopic column; 12. supporting a top plate; 13. fixing screws; 14. fixing the rod; 15. a stainless steel screw block; 16. a vegetation planting groove; 17. river dam granite layers; 18. a stay bar; 19. a bevel top plate; 20. a support block; 21. fixing the inclined rod; 22. inserting a block; 23. inclining the base block; 24. an inclined lever; 25. an inclined rod clamping block; 26. a screw; 27. and (4) screw holes.

Detailed Description

The present invention will be described in further detail with reference to the following examples:

example 1

As shown in fig. 1-3, the utility model provides a river course bank protection laying device for hydraulic engineering.

In this embodiment, the water drainage system comprises a dam bank slope 1, a dam granite layer 17 is fixedly connected to the top of the dam bank slope 1, a dam platform 3 is fixedly installed at the top of the dam granite layer 17, a water drainage channel opening 2 is formed in the middle of the dam granite layer 17, a trample prevention net 5 is fixedly installed on the water drainage channel opening 2, a vegetation planting groove 16 is formed in the surface of the dam granite layer 17, a step water flowing groove 6 is formed in the surface of the dam granite layer 17, a water pipeline 7 is fixedly installed on the bottom side of the dam granite layer 17, the water pipeline 7 penetrates through the dam granite layer 17, a water drainage hidden groove 4 is formed in the dam bank slope 1, and the water pipeline 7 is fixedly installed on one side of the dam bank slope 1.

Example 2

As shown in fig. 1-3, on the basis of embodiment 1, the utility model provides a technical solution: bottom fixed mounting of river dam bank slope 1 has support base 8, the top fixed mounting who supports base 8 has fixed block 10, the top fixed mounting of fixed block 10 has stainless steel spiral shell piece 15, the top fixed mounting of fixed block 10 has dead lever 14, the top fixedly connected with of dead lever 14 rises throat 9, the top swing joint that rises throat 9 has flexible post 11, the top swing joint of flexible post 11 has supporting roof 12, the top of supporting roof 12 is pegged graft and is had set screw 13.

Example 3

As shown in fig. 1-3, on the basis of embodiment 1 and embodiment 2, the utility model provides a technical solution: bottom fixed mounting of river dam bank slope 1 has supporting shoe 20, the top fixed mounting of supporting shoe 20 has vaulting pole 18, the top joint of vaulting pole 18 has inserted block 22, the bottom fixed mounting of river dam bank slope 1 has slope base block 23, the top fixed mounting of slope base block 23 has down tube clamp splice 25, screw hole 27 has been seted up on the surface of down tube clamp splice 25, it has bolt 26 to peg graft on the screw hole 27, the top swing joint of slope base block 23 has down tube 24, the middle part swing joint of down tube 24 has vaulting pole 18, and the top fixedly connected with down tube clamp splice 21 of down tube 24, one side fixed connection of down tube clamp splice 21 has inclined plane roof 19.

The working principle of the river course slope protection laying device for the hydraulic engineering is described in detail below.

As shown in fig. 1-3, when the river floods the season, the river can gush out through hydrophobic camera 4 for flow speed, and internally mounted has a plurality of supporters, and vertical support can support dam platform 3, can adjust the height of supporter through flexible, is applicable to a plurality of aspects, and the inclined support can control the angle of slope pole 24 through pulling vaulting pole 18 to prop up the inclined plane of bank protection.

The present invention has been described in detail with reference to the above general description, but it will be apparent to one of ordinary skill in the art that modifications and improvements can be made to the invention. Therefore, modifications or improvements without departing from the spirit of the invention are within the scope of the invention.

Claims

1. The utility model provides a river course bank protection laying device for hydraulic engineering, includes river dam bank slope (1), its characterized in that: the top fixedly connected with river dam granite stratum (17) of river dam bank slope (1), the top fixed mounting of river dam granite stratum (17) has river dam platform (3), just hydrophobic road junction (2) have been seted up at the middle part of river dam granite stratum (17), fixed mounting has on hydrophobic road junction (2) prevents trampling net (5).

2. The river course bank protection laying device for hydraulic engineering of claim 1, characterized in that: vegetation planting grooves (16) are seted up on the surface of river dam granite stratum (17), just step tye (6) have been seted up on the surface of river dam granite stratum (17), the bottom side fixed mounting of river dam granite stratum (17) has water pipeline (7), and water pipeline (7) run through river dam granite stratum (17).

3. The river course bank protection laying device for hydraulic engineering of claim 1, characterized in that: a hydrophobic hidden groove (4) is formed in the river dam bank slope (1), and a water pipeline (7) is fixedly mounted on one side of the river dam bank slope (1).

4. The river course bank protection laying device for hydraulic engineering of claim 1, characterized in that: the bottom fixed mounting of river dam bank slope (1) has support base (8), the top fixed mounting who supports base (8) has fixed block (10), the top fixed mounting of fixed block (10) has stainless steel spiral shell piece (15), just the top fixed mounting of fixed block (10) has dead lever (14), the top fixedly connected with of dead lever (14) rises throat (9), the top swing joint that rises throat (9) has flexible post (11), the top swing joint of flexible post (11) has supporting roof (12), the top of supporting roof (12) is pegged graft and is had fixed screw (13).

5. The river course bank protection laying device for hydraulic engineering of claim 1, characterized in that: the bottom fixed mounting of river dam bank slope (1) has supporting shoe (20), the top fixed mounting of supporting shoe (20) has vaulting pole (18), the top joint of vaulting pole (18) has inserted block (22).

6. The river course bank protection laying device for hydraulic engineering of claim 1, characterized in that: the bottom fixed mounting of river dam bank slope (1) has slope base block (23), the top fixed mounting of slope base block (23) has down tube clamp splice (25), screw hole (27) have been seted up on the surface of down tube clamp splice (25), it has bolt (26) to peg graft on screw hole (27), the top swing joint of slope base block (23) has down tube (24), the middle part swing joint of down tube (24) has vaulting pole (18), and the solid piece of top fixedly connected with down tube (21) of down tube (24), one side fixedly connected with inclined plane roof (19) of the solid piece of down tube (21).