CN211816020U - Hydraulic engineering concrete bank protection - Google Patents

Hydraulic engineering concrete bank protection Download PDF

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Publication number
CN211816020U
CN211816020U CN202020228790.XU CN202020228790U CN211816020U CN 211816020 U CN211816020 U CN 211816020U CN 202020228790 U CN202020228790 U CN 202020228790U CN 211816020 U CN211816020 U CN 211816020U
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China
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layer
fixedly connected
protection
hydraulic engineering
cement
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Expired - Fee Related
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CN202020228790.XU
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Chinese (zh)
Inventor
杨绪辉
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Individual
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Individual
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Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to the technical field of hydraulic engineering, in particular to a hydraulic engineering concrete slope protection, which comprises a soil layer, wherein the inside of the soil layer is fixedly connected with a cement foundation course, the upper surface of the cement foundation course is fixedly connected with a bearing layer, the bearing layer and the upper surface of the soil layer are fixedly connected with a cement ground layer, and the surface of the bearing layer is fixedly connected with a pouring layer; the utility model discloses, through setting up reinforcing bar, the connecting plate, first guard plate, the screw thread post, nut and buffering ripple, in the application of reality, cooperation through between the aforesaid, can strengthen the protection to concrete bank protection lower extreme surface, thereby avoid causing the condition that the bank protection corrodes because of the water source erodees, and then ensure the life of this device, reduce and maintain the number of times, practice thrift manpower resources and avoid loss of property, can weaken the impact force of rivers simultaneously under buffering ripple's effect, thereby further reinforcing is to the barrier propterty of bank protection.

Description

Hydraulic engineering concrete bank protection
Technical Field
The utility model belongs to the technical field of hydraulic engineering, concretely relates to hydraulic engineering concrete bank protection.
Background
The hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in the nature to achieve the purpose of removing harm and benefiting, also called water engineering, water is a valuable resource essential for human production and life, but the naturally existing state of the hydraulic engineering does not completely meet the requirement of human, and the water flow can be controlled only by building the hydraulic engineering to prevent flood disasters and adjust and distribute water quantity to meet the requirement of people on water resources in life and production, the hydraulic engineering needs to build different types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, crossing tanks, rafts, fishways and the like to realize the aim, protect concrete slopes of the hydraulic engineering and prevent facilities laid by scouring erosion of bank slopes, but the existing concrete slopes of the hydraulic engineering are still not perfect in practice, and the side surfaces of the lower ends of the concrete slopes of the hydraulic engineering in the prior art are often eroded by water after being scoured, its life is shorter, needs frequent maintenance, and hydraulic engineering concrete bank protection is broken easily when water pressure is great.
SUMMERY OF THE UTILITY MODEL
To solve the problems set forth in the background art described above. The utility model provides a hydraulic engineering concrete bank protection has characteristics such as long service life.
In order to achieve the above object, the utility model provides a following technical scheme: a hydraulic engineering concrete slope protection comprises a soil layer, wherein a cement ground base layer is fixedly connected inside the soil layer, a bearing layer is fixedly connected on the upper surface of the cement ground base layer, a cement ground layer is fixedly connected on the upper surfaces of the bearing layer and the soil layer, a pouring layer is fixedly connected on the surface of the bearing layer, reinforcing steel bars are fixedly connected inside the pouring layer, one ends of the reinforcing steel bars are fixedly connected inside the cement ground layer, the other ends of the reinforcing steel bars are fixedly connected inside the cement ground base layer, a connecting plate is sleeved on the surface of the reinforcing steel bars, a first protection plate is fixedly connected on the surface of the connecting plate, buffer corrugations are arranged on the surface of the first protection plate, a second protection plate is fixedly connected on the lower surface of the first protection plate, a threaded column is sleeved inside the second protection plate, and a nut is in threaded connection with the surface of the threaded column, the nut overlap joint is on the surface of second guard plate, the one end fixed connection of screw thread post is in the inside of cement foundation bed, the fixed surface on layer of pouring is connected with the walking ladder.
Preferably, the upper end of the pouring layer is fixedly connected with the cement ground layer, and the lower end of the pouring layer is fixedly connected with the cement foundation layer.
Preferably, the first protection plate and the second protection plate are made of alloy steel.
Preferably, the connecting plate is internally provided with a through hole, and the connecting plate is sleeved with the reinforcing steel bar through the through hole.
Preferably, the cement ground layer is rectangular, and the cement ground layer is trapezoidal.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses, through setting up reinforcing bar, the connecting plate, first guard plate, the screw thread post, nut and buffering ripple, in the application of reality, cooperation through between the aforesaid, can strengthen the protection to concrete bank protection lower extreme surface, thereby avoid causing the condition that the bank protection corrodes because of the water source erodees, and then ensure the life of this device, reduce and maintain the number of times, practice thrift manpower resources and avoid loss of property, can weaken the impact force of rivers simultaneously under buffering ripple's effect, thereby further reinforcing is to the barrier propterty of bank protection.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of a front view section of the present invention;
FIG. 2 is a schematic structural view of a first protection plate of the present invention;
in the figure: 1. a cement foundation layer; 2. a soil layer; 3. a bearing layer; 4. a cement ground layer; 5. reinforcing steel bars; 6. pouring a layer; 7. a walking ladder; 8. a first guard plate; 9. a connecting plate; 10. a second guard plate; 11. a nut; 12. a threaded post; 13. buffering ripples; 14. and a through hole.
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.
Examples
Referring to fig. 1-2, the present invention provides the following technical solutions: a concrete slope protection for hydraulic engineering comprises a soil layer 2, wherein a cement foundation layer 1 is fixedly connected inside the soil layer 2, a bearing layer 3 is fixedly connected on the upper surface of the cement foundation layer 1, a cement ground layer 4 is fixedly connected on the upper surfaces of the bearing layer 3 and the soil layer 2, a pouring layer 6 is fixedly connected on the surface of the bearing layer 3, a reinforcing steel bar 5 is fixedly connected inside the pouring layer 6, one end of the reinforcing steel bar 5 is fixedly connected inside the cement ground layer 4, the other end of the reinforcing steel bar 5 is fixedly connected inside the cement foundation layer 1, a connecting plate 9 is sleeved on the surface of the reinforcing steel bar 5, a first protection plate 8 is fixedly connected on the surface of the connecting plate 9, buffer corrugations 13 are arranged on the surface of the first protection plate 8, and a second protection plate 10 is fixedly connected on the lower surface of the first protection plate 8, through setting up second guard plate 10, in the practical application, can protect cement ground basic unit 1 to reduce the erosion rate of cement ground basic unit 1, ensure the life of cement ground basic unit 1, threaded post 12 has been cup jointed to the inside of second guard plate 10, threaded post's 12 surperficial threaded connection has nut 11, nut 11 overlap joint is on the surface of second guard plate 10, the one end fixed connection of threaded post 12 is in the inside of cement ground basic unit 1, through setting up reinforcing bar 5, connecting plate 9, first guard plate 8, threaded post 12, nut 11 and cushion wave 13, in the practical application, through the cooperation between the aforesaid, can strengthen the protection to concrete bank protection lower extreme surface, thereby avoid the condition that causes the bank protection to erode because of the water source, and then guarantee the life of this device, reduce the maintenance number, practice thrift manpower resources and avoid property loss, can weaken the impact force of rivers simultaneously under the effect of buffering ripple 13 to further reinforcing is to the barrier propterty of bank protection, the fixed surface who pours layer 6 is connected with walking ladder 7, through setting up walking ladder 7, in the application of reality, and the work of maintaining about convenient going on the bank protection surface, thereby ensures the practicality of this device.
Specifically, the upper end of the pouring layer 6 is fixedly connected with the cement ground layer 4, and the lower end of the pouring layer 6 is fixedly connected with the cement foundation layer 1.
Specifically, the material of first guard plate 8 and the material of second guard plate 10 are alloy steel material, are alloy steel material through the material that sets up first guard plate 8 and the material of second guard plate 10, and in actual application, the protective effect of the first guard plate 8 of further improvement and second guard plate 10 ensures the life of this device.
Specifically, a through hole 14 is formed in the connecting plate 9, and the connecting plate 9 is sleeved with the reinforcing steel bar 5 through the through hole 14.
Specifically, the cement ground floor 1 is rectangular, and the cement ground floor 4 is trapezoidal.
The utility model discloses a theory of operation and use flow: the utility model discloses, rivers impact force can at first act on first guard plate 8 and second guard plate 10 when lower water level, thereby reduce the erosion rate of bank protection downside surface, impact force is when acting on first guard plate 8 simultaneously, can at first contact with buffering ripple 13, thereby reduce the impact that acts on this device itself, improve first guard plate 8's protecting effect, guarantee this device's life, reduce and maintain the number of times, human resources are saved, when needs are maintained this device simultaneously, maintenance work about can going on through the walking ladder 7 of pouring 6 surfaces on layer, guarantee this device's practicality, simultaneously under multiunit reinforcing bar 5's effect, make bank protection inner structure strengthen, be difficult for appearing the pine sink into and unreal phenomenon, its relative security has been increased.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

1. The utility model provides a hydraulic engineering concrete bank protection, includes soil horizon (2), its characterized in that: the soil layer (2) is fixedly connected with a cement foundation layer (1), the upper surface of the cement foundation layer (1) is fixedly connected with a bearing layer (3), the bearing layer (3) is fixedly connected with a cement ground layer (4) together with the upper surface of the soil layer (2), the surface of the bearing layer (3) is fixedly connected with a pouring layer (6), the inner part of the pouring layer (6) is fixedly connected with a reinforcing steel bar (5), one end of the reinforcing steel bar (5) is fixedly connected with the inner part of the cement ground layer (4), the other end of the reinforcing steel bar (5) is fixedly connected with the inner part of the cement foundation layer (1), the surface of the reinforcing steel bar (5) is sleeved with a connecting plate (9), the surface of the connecting plate (9) is fixedly connected with a first protection plate (8), and the surface of the first protection plate (8) is provided with a ripple buffer (13), the lower fixed surface of first guard plate (8) is connected with second guard plate (10), screw thread post (12) have been cup jointed to the inside of second guard plate (10), the surperficial threaded connection of screw thread post (12) has nut (11), nut (11) overlap joint is on the surface of second guard plate (10), the one end fixed connection of screw thread post (12) is in the inside of cement foundation course (1), the fixed surface who pours layer (6) is connected with walking ladder (7).
2. The hydraulic engineering concrete slope protection of claim 1, characterized in that: the upper end of the pouring layer (6) is fixedly connected with the cement ground layer (4), and the lower end of the pouring layer (6) is fixedly connected with the cement foundation layer (1).
3. The hydraulic engineering concrete slope protection of claim 1, characterized in that: the first protection plate (8) and the second protection plate (10) are both made of alloy steel.
4. The hydraulic engineering concrete slope protection of claim 1, characterized in that: through holes (14) are formed in the connecting plate (9), and the connecting plate (9) is sleeved with the reinforcing steel bars (5) through the through holes (14).
5. The hydraulic engineering concrete slope protection of claim 1, characterized in that: the cement ground layer (1) is rectangular, and the cement ground layer (4) is trapezoidal.
CN202020228790.XU 2020-02-29 2020-02-29 Hydraulic engineering concrete bank protection Expired - Fee Related CN211816020U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020228790.XU CN211816020U (en) 2020-02-29 2020-02-29 Hydraulic engineering concrete bank protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020228790.XU CN211816020U (en) 2020-02-29 2020-02-29 Hydraulic engineering concrete bank protection

Publications (1)

Publication Number Publication Date
CN211816020U true CN211816020U (en) 2020-10-30

Family

ID=72996223

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020228790.XU Expired - Fee Related CN211816020U (en) 2020-02-29 2020-02-29 Hydraulic engineering concrete bank protection

Country Status (1)

Country Link
CN (1) CN211816020U (en)

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Granted publication date: 20201030

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