CN213740837U - River course bank protection for hydraulic engineering - Google Patents

River course bank protection for hydraulic engineering Download PDF

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Publication number
CN213740837U
CN213740837U CN202022406249.6U CN202022406249U CN213740837U CN 213740837 U CN213740837 U CN 213740837U CN 202022406249 U CN202022406249 U CN 202022406249U CN 213740837 U CN213740837 U CN 213740837U
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China
Prior art keywords
order
slope
bank protection
river course
buffer
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Expired - Fee Related
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CN202022406249.6U
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Chinese (zh)
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金辉杰
苏跃宗
邹战军
洪飞阳
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Abstract

The utility model relates to a river course bank protection technical field just discloses a river course bank protection for hydraulic engineering, including the cement base, the secondary shop layer has been laid at the top of cement base, the inside reinforcing bar net that has mixed of secondary shop layer, the bottom surface of secondary shop layer is provided with one-order buffering slope, the buffering hole has been seted up to the side on one-order buffering slope, the dashpot has been seted up at the top on one-order buffering slope, the top on one-order buffering slope is connected with one-order platform. This river course bank protection for hydraulic engineering through set up the bulk strength of reinforcing bar net in order to strengthen the bank protection in the secondary bed cover layer to set up a plurality of buffer holes and link up to the top of one-order domatic on one-order buffering slope, be used for cutting apart rivers when rivers strike, thereby reduce the impact force of rivers, set up the area of contact of dashpot with increase one-order buffering slope and rivers simultaneously, with the whole dynamics of being strikeed in the reduction, thereby reached the effect that increases bank protection water current impact resistance ability.

Description

River course bank protection for hydraulic engineering
Technical Field
The utility model relates to a river course bank protection technical field specifically is a river course bank protection for hydraulic engineering.
Background
River course bank protection, as the name implies is the protection slope that is used for protecting river course dykes and dams, and traditional river course bank protection generally all uses the great stone of concrete mixture to pile up and forms, is used for protecting the river dam and prevents that rivers from attacking the earth at river dam edge into the river course and causing river course jam and river dam ulceration.
Traditional river course bank protection is one end slope and constitutes, can cover the afforestation occasionally on slope, but single slope ramp, in the more urgent river course of rivers, by the long-time impact of river, cause slope ramp easily and produce the crack, and then damaged easily, single slope function singleness and not pleasing to the eye simultaneously.
Therefore, the applicant proposes a river course revetment for hydraulic engineering, which is used for solving the problems that the single ramp mentioned in the above background art is easily damaged by water flow impact and has a single function.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a river course bank protection for hydraulic engineering possesses and prevents the river water impact, has advantages such as multi-functional, has solved the river course bank protection that mentions among the above-mentioned background and has been damaged and the problem of function singleness easily by the river water impact.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: a river course revetment for hydraulic engineering comprises a cement base, wherein a secondary covering layer is paved on the top of the cement base, a reinforcing mesh is mixed in the secondary covering layer, and a first-order buffer slope is arranged on the bottom surface of the secondary covering layer;
the side surface of the first-order buffering slope is provided with a buffering hole, the top of the first-order buffering slope is provided with a buffering groove, the top of the first-order buffering slope is connected with a first-order platform, the top of the first-order platform is fixedly connected with a protective guard, and greening splicing bricks are laid on the top of the first-order platform;
one side that first-order buffering slope was kept away from at the top of first-order platform is provided with second order buffering slope, pedestrian's stair have been seted up on the surface on second order buffering slope, set up functional slope along the slope direction between the pedestrian's stair, functional slope's surface is provided with anti-skidding line, bituminous paving has been laid to one side that first-order platform was kept away from at the top of second order buffering slope, bituminous paving is close to pedestrian's stair's one end and is provided with the guardrail of restricting traffic, bituminous paving's both sides are provided with drainage slope.
Preferably, the quantity of buffer hole is a plurality of, and is a plurality of the buffer hole all runs through the side of first order buffering slope and extends to the top of first order buffering slope, just interval between the buffer hole is a plurality of meters.
Preferably, the number of dashpot is a plurality of, and is a plurality of the dashpot is located between two buffer holes respectively, just the dashpot extends to the border of first-order platform.
Preferably, the guard rail is located at the edge of the first-order platform close to the first-order buffer slope, the total length of the guard rail is equal to that of the first-order platform, and the guard rail is a closed guard rail.
Preferably, the middle of the greening splicing brick is provided with a diamond-shaped through hole, soil is filled in the diamond-shaped through hole, and a greening belt is planted in the soil.
Preferably, the antiskid lines are arranged at equal intervals, and each half-meter position of the antiskid lines is provided with a height number and marked by red paint.
Preferably, the traffic control guardrail is an open guardrail, guardrail doors are arranged at intervals at one end of each traffic control guardrail, and the outer surface of the traffic control guardrail is coated with a luminous warning mark.
Compared with the prior art, the utility model provides a river course bank protection for hydraulic engineering possesses following beneficial effect:
1. this river course bank protection for hydraulic engineering through set up the bulk strength of reinforcing bar net in order to strengthen the bank protection in the secondary bed cover layer to set up a plurality of buffer holes and link up to the top of one-order domatic on one-order buffering slope, be used for cutting apart rivers when rivers strike, thereby reduce the impact force of rivers, set up the area of contact of dashpot with increase one-order buffering slope and rivers simultaneously, with the whole dynamics of being strikeed in the reduction, thereby reached the effect that increases bank protection water current impact resistance ability.
2. This river course bank protection for hydraulic engineering, through setting up first-order platform and laying green ring concatenation brick on first-order platform and plant green ring, set up pedestrian's stair simultaneously and make things convenient for the pedestrian to go up and down, when the non-flood, can open the restricted access door of restricted access guardrail and let the pedestrian enter into on the first platform and walk and view and admire the river scenery, and set up the function slope and set up the anti-skidding line that has the mark number between pedestrian's stair, can come direct observation current water level through the mark number when the flood, reached multi-functional effect.
Drawings
FIG. 1 is a three-dimensional schematic diagram of the structure of the present invention;
FIG. 2 is a side sectional view of the structure of the present invention;
fig. 3 is the structural schematic diagram of the steel bar net of the utility model.
Wherein: 1. cement-based; 2. secondary covering layer; 3. a reinforcing mesh; 4. a first-order buffer slope; 5. a buffer hole; 6. a buffer tank; 7. a first order platform; 8. protecting the fence; 9. greening splicing bricks; 10. a second-order buffer slope; 11. a pedestrian stair; 12. a functional grade; 13. anti-skid lines; 14. a traffic control guardrail; 15. an asphalt pavement; 16. and (6) draining a water slope.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, a river slope protection for hydraulic engineering, including a cement base 1, the cement base 1 is a cement containing large stones which is poured for the first time, and is used for keeping water and soil on the bank of a river from losing, thereby ensuring the safety of the bank of the river, a secondary covering layer 2 is laid on the top of the cement base 1, the secondary covering layer 2 is used for improving the strength of the slope protection, and is formed by pouring more detailed concrete, a reinforcing mesh 3 is mixed in the secondary covering layer 2, the reinforcing mesh 3 is used for improving the strength of the concrete, thereby ensuring the service life of the slope protection, a first-order buffer slope 4 is arranged on the bottom surface of the secondary covering layer 2, and the first-order buffer slope 4 is used for buffering impacted river water and protecting the slope protection;
the side surface of the first-order buffering slope 4 is provided with a buffering hole 5, the buffering hole 5 is used for dividing impacted water flow, so that the impact force of the water flow on a slope protection is reduced, the top of the first-order buffering slope 4 is provided with a buffering groove 6, the buffering groove 6 is used for increasing the contact area of the slope protection and the water flow, so that the direction of the water flow is changed, the impact force of the water flow on the slope protection is reduced, the top of the first-order buffering slope 4 is connected with a first-order platform 7, the first-order platform 7 is used for people to walk at ordinary times, the top of the first-order platform 7 is fixedly connected with a protective guard 8, the protective guard 8 is used for protecting pedestrians, so that accidents are prevented, greening splicing bricks 9;
a second-order buffer slope 10 is arranged on one side, far away from the first-order buffer slope 4, of the top of the first-order platform 7, the second-order buffer slope 10 is used for improving the protection capacity of a protection slope in flood, a pedestrian stair 11 is arranged on the surface of the second-order buffer slope 10, the pedestrian stair 11 is used for facilitating pedestrians to go up and down at ordinary times, and is used for increasing the contact area of flood prevention sand bags in flood prevention, so that the flood prevention sand bags are prevented from being washed away easily directly on a slope, an active energy slope 12 is arranged between the pedestrian stairs 11 along the slope direction, the functional slope 12 is used for facilitating the water entering of a flood peak or a sand bag in flood prevention, anti-slip lines 13 are arranged on the outer surface of the functional slope 12, the anti-slip lines 13 are used for preventing the rising surface from being too smooth and avoiding the danger of the pedestrians, an asphalt pavement 15 is laid on one side, far away from the first-order platform 7, of the top of the second-order buffer slope 10, the asphalt pavement 15 is used for facilitating the vehicle running, and facilitating the transportation of materials in flood prevention, one end of the asphalt pavement 15 close to the pedestrian stairs 11 is provided with a traffic control guardrail 14, the traffic control guardrail 14 is used for playing a role of protection warning, two sides of the asphalt pavement 15 are provided with drainage slopes 16, and the drainage slopes 16 are used for draining accumulated water on the pavement into a river channel.
Specifically, the number of buffer holes 5 is a plurality of, and a plurality of buffer holes 5 all run through the side of first-order buffering slope 4 and extend to the top of first-order buffering slope 4, and the interval between buffer holes 5 is a plurality of meters.
Through above-mentioned technical scheme, when rivers strike, a plurality of buffer hole 5 can be cut apart into a plurality of with rivers, and unload power through what one-order buffering slope 4 top when dashing to reduce the bank protection by the dynamics of rivers strike.
Specifically, the number of the buffer slots 6 is a plurality, the buffer slots 6 are respectively located between the two buffer holes 5, and the buffer slots 6 extend to the edge of the first-order platform 7.
Through above-mentioned technical scheme, buffer slot 6 can increase the area of contact of bank protection and rivers to reduce the impulsive force dynamics in the area, make rivers can not keep unanimous dynamics in the impact simultaneously, thereby reduce the impact force of rivers.
Specifically, the guard rail 8 is located at the edge of the first-order platform 7 close to the first-order buffer slope 4, the total length of the guard rail 8 is equal to the length of the first-order platform 7, and the guard rail 8 is a closed guard rail.
Through the technical scheme, the guard rail 8 is used for guaranteeing the safety of pedestrians, and meanwhile, the flood prevention sand bags can be prevented from being impacted into the river by water flow in the flood season, so that the effect of the flood prevention sand bags is improved.
Specifically, the rhombus through hole has been seted up to afforestation concatenation brick 9's centre, and the inside packing of rhombus through hole has earth, and the inside planting of earth has the greenbelt simultaneously.
Through above-mentioned technical scheme, afforestation can be planted to the rhombus through hole between afforestation concatenation brick 9 to promote the whole pleasing to the eye degree of bank protection.
Specifically, the anti-slip stripes 13 are arranged at equal intervals, and each half-meter position of the anti-slip stripes 13 is provided with a height number and marked by red paint.
Through the technical scheme, the anti-slip lines 13 are used for improving friction force, so that the situation that pedestrians slip on the anti-slip lines is prevented, the height of the water level can be visually seen through the numbers on the edges of the anti-slip lines 13 in the flood season, and flood prevention equipment can conveniently enter the first-order platform 7 through the functional slope 12.
Specifically, the traffic control guardrail 14 is an open guardrail, guardrail doors are arranged at intervals at one end of each traffic control guardrail, and the outer surface of the traffic control guardrail 14 is coated with a luminous warning mark.
Through above-mentioned technical scheme, the night light warning on 14 surfaces of traffic control guardrail marks and is used for reminding vehicle and pedestrian at night to promote the security, and set up the guardrail door and can close when flood and prevent that the pedestrian from getting into, further promote pedestrian's safety.
When using, when the river strikes first-order buffering slope 4, a plurality of little reposition of redundant personnel are cut apart into with rivers to buffering hole 5, in order to reduce the impact force of rivers to the bank protection, buffer slot 6 makes the impact face of rivers can not keep unanimous simultaneously, thereby reduce the impact force degree of rivers, with this protective capacities who increases the bank protection, and the pedestrian can enter into first-order platform 7 through people's bank of stairs 11 and walk around in usual time, and stop the pedestrian to enter through closing the guardrail door on restricted traffic guardrail 14 when the flood, with this promotion security, and come the audio-visual height of observing the water level through the figure that antiskid line 13 on functional slope 12 was once.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a river course bank protection for hydraulic engineering, includes cement base (1), its characterized in that: a secondary paving layer (2) is paved on the top of the cement base (1), a reinforcing mesh (3) is mixed in the secondary paving layer (2), and a first-order buffer slope (4) is arranged on the bottom surface of the secondary paving layer (2);
a buffering hole (5) is formed in the side face of the first-order buffering slope (4), a buffering groove (6) is formed in the top of the first-order buffering slope (4), a first-order platform (7) is connected to the top of the first-order buffering slope (4), a protective guard (8) is fixedly connected to the top of the first-order platform (7), and greening splicing bricks (9) are laid on the top of the first-order platform (7);
one side that first-order buffering slope (4) were kept away from to the top of first-order platform (7) is provided with second order buffering slope (10), pedestrian's stair (11) have been seted up on the surface of second order buffering slope (10), set up active function slope (12) along the slope direction between pedestrian's stair (11), the surface of function slope (12) is provided with anti-skidding line (13), bituminous paving (15) have been laid to one side that first-order platform (7) were kept away from to the top of second order buffering slope (10), bituminous paving (15) are close to the one end of pedestrian's stair (11) and are provided with restricted driving guardrail (14), the both sides of bituminous paving (15) are provided with drainage slope (16).
2. The river course bank protection for hydraulic engineering of claim 1, characterized in that: the quantity of buffer hole (5) is a plurality of, and is a plurality of buffer hole (5) all run through the side of first-order buffering slope (4) and extend to the top of first-order buffering slope (4), just interval between buffer hole (5) is a plurality of meters.
3. The river course bank protection for hydraulic engineering of claim 1, characterized in that: the number of buffer slots (6) is a plurality of, and is a plurality of buffer slots (6) are located between two buffer holes (5) respectively, just buffer slots (6) extend to the border of first-order platform (7).
4. The river course bank protection for hydraulic engineering of claim 1, characterized in that: the protective guard (8) is positioned on the edge of the first-order platform (7) close to the first-order buffer slope (4), the total length of the protective guard (8) is equal to that of the first-order platform (7), and the protective guard (8) is a closed protective guard.
5. The river course bank protection for hydraulic engineering of claim 1, characterized in that: the middle of the greening splicing brick (9) is provided with a diamond-shaped through hole, the inside of the diamond-shaped through hole is filled with soil, and meanwhile, a greening belt is planted inside the soil.
6. The river course bank protection for hydraulic engineering of claim 1, characterized in that: antiskid line (13) equidistance is arranged, every half a meter department of antiskid line (13) is provided with high figure, and marks through red paint.
7. The river course bank protection for hydraulic engineering of claim 1, characterized in that: the traffic control guardrail (14) is an open guardrail, guardrail doors are arranged at intervals at one end of each traffic control guardrail, and the outer surface of the traffic control guardrail (14) is coated with a luminous warning mark.
CN202022406249.6U 2021-06-10 2021-06-10 River course bank protection for hydraulic engineering Expired - Fee Related CN213740837U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022406249.6U CN213740837U (en) 2021-06-10 2021-06-10 River course bank protection for hydraulic engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022406249.6U CN213740837U (en) 2021-06-10 2021-06-10 River course bank protection for hydraulic engineering

Publications (1)

Publication Number Publication Date
CN213740837U true CN213740837U (en) 2021-07-20

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CN202022406249.6U Expired - Fee Related CN213740837U (en) 2021-06-10 2021-06-10 River course bank protection for hydraulic engineering

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114753309A (en) * 2022-06-15 2022-07-15 中国市政工程西南设计研究总院有限公司 Soil swelling river bank embankment slope greening protection structure capable of relieving river water impact
CN114904823A (en) * 2022-05-07 2022-08-16 北京北方华创微电子装备有限公司 Buffer member, liquid recovery device, and semiconductor cleaning apparatus

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114904823A (en) * 2022-05-07 2022-08-16 北京北方华创微电子装备有限公司 Buffer member, liquid recovery device, and semiconductor cleaning apparatus
CN114904823B (en) * 2022-05-07 2023-09-08 北京北方华创微电子装备有限公司 Buffer member, liquid recovery device, and semiconductor cleaning apparatus
CN114753309A (en) * 2022-06-15 2022-07-15 中国市政工程西南设计研究总院有限公司 Soil swelling river bank embankment slope greening protection structure capable of relieving river water impact
CN114753309B (en) * 2022-06-15 2022-09-06 中国市政工程西南设计研究总院有限公司 Soil swelling river bank embankment slope greening protection structure capable of relieving river water impact

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Granted publication date: 20210720

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