CN216108325U - Hydraulic engineering prevents bank protection - Google Patents
Hydraulic engineering prevents bank protection Download PDFInfo
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- CN216108325U CN216108325U CN202122015751.9U CN202122015751U CN216108325U CN 216108325 U CN216108325 U CN 216108325U CN 202122015751 U CN202122015751 U CN 202122015751U CN 216108325 U CN216108325 U CN 216108325U
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Abstract
The utility model relates to the technical field of slope protection, and discloses a hydraulic engineering slope protection, which comprises a soil foundation, wherein the soil foundation is provided with two slopes which are vertically arranged, the two slopes are in the same direction, a horizontally arranged transition platform is arranged between the two slopes, and the end parts of the two slopes are respectively butted at two opposite side edges of the transition platform; the top of the transition platform is sunken downwards to form a middle drainage channel with an opening at the top, the middle drainage channel extends along the length direction of the transition platform, and the end part of the middle drainage channel penetrates through the side edge of the soil foundation; the hydraulic engineering prevents the bank protection and forms middle drainage channel through setting up transition platform between the slope on transition platform, and middle drainage channel is as the drainage structures of hydraulic engineering prevents the bank protection, and ponding on the slope is outside through middle drainage channel flow direction slope, gets rid of the existence of a large amount of domatic ponding.
Description
Technical Field
The utility model relates to the technical field of slope protection, in particular to a hydraulic engineering slope protection.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in the nature to achieve the purposes of removing harmful substances and benefiting benefits, and is also called water engineering. Only building hydraulic engineering, could control rivers, prevent flood disasters to the regulation and the distribution of the water yield, in order to satisfy people's life and production to the needs of water resource, in hydraulic engineering's construction process, often need carry out the side slope protection to some slopes, also be exactly hydraulic engineering protection slope, protection slope is a common building equipment in the hydraulic engineering field, and its mainly used prevents soil erosion and water loss.
Among the prior art, hydraulic engineering prevents not setting up drainage structures on the bank protection, and easy ponding leads to ponding to ooze the inside of preventing the bank protection easily on domatic.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a hydraulic engineering revetment, and aims to solve the problem that a drainage structure is not arranged on the hydraulic engineering revetment in the prior art.
The hydraulic engineering slope protection comprises a soil foundation, wherein the soil foundation is provided with two slopes which are vertically arranged, the two slopes face in the same direction, a horizontally arranged transition platform is arranged between the two slopes, and the end parts of the two slopes are respectively butted at two opposite side edges of the transition platform; the top of transition platform is sunken downwards and is formed open-top's middle drainage channel, middle drainage channel extends along the length direction of transition platform arranges, the tip of middle drainage channel runs through the side of soil matrix.
Further, two slopes include an upper slope and a lower slope below the upper slope, the top of the transition platform has an upper transition section between the drainage channel and the upper slope, the top of the transition platform has a lower transition section between the drainage channel and the lower slope, and the height of the upper transition section is lower than that of the lower transition section.
Further, two slopes are respectively provided with a slope drainage channel with an open top, and the slope drainage channels extend along the inclined direction of the slopes.
Further, the end of the sloping drainage channel is butted at the side of the transition platform.
Further, the slope drainage channel and the middle drainage channel are vertically arranged in space.
Furthermore, two slope drainage channels are arranged on the two slopes respectively, and the two slope drainage channels are arranged in parallel.
Further, the slope is covered with a slope concrete pouring layer.
Further, a slope cement protective layer covers the slope concrete pouring layer.
Further, the top of the transition platform is provided with a transition concrete pouring layer, and the top of the transition concrete pouring layer is downwards concave to form the middle drainage channel.
Furthermore, a transition cement protective layer is arranged at the top of the transition concrete pouring layer, and the top of the transition cement protective layer is downwards concave to form the middle drainage channel.
Compared with the prior art, the hydraulic engineering revetment provided by the utility model has the advantages that the transition platform is arranged between the two slopes, the middle drainage channel is formed on the transition platform and serves as a drainage structure of the hydraulic engineering revetment, and accumulated water on the slopes flows out of the slopes through the middle drainage channel to eliminate a large amount of accumulated water on the slopes.
Drawings
FIG. 1 is a schematic side view of a hydraulic engineering revetment provided in accordance with the present invention;
FIG. 2 is an enlarged schematic view at A in FIG. 1;
fig. 3 is a schematic perspective view of a hydraulic engineering revetment provided by the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms may be understood by those skilled in the art according to specific circumstances.
Referring to fig. 1-3, the preferred embodiment of the present invention is shown.
The hydraulic engineering revetment comprises a soil foundation 100, wherein the soil foundation is provided with two slopes 200, the two slopes 200 are arranged one above the other, and the two slopes 200 face in the same direction; a horizontally arranged transition platform 300 is arranged between the two slopes 200, the transition platform 300 is provided with two opposite side edges, the end parts of the two slopes 200 are respectively butted at the two opposite side edges of the transition platform 300, and the transition platform 300 connects the two slopes 200 to form an integral step-shaped structure;
The hydraulic engineering that above-mentioned provided prevents the bank protection through set up transition platform 300 between two slopes 200, forms middle drainage channel 301 on transition platform 300, and as the drainage structures of hydraulic engineering prevents the bank protection, ponding on the slope 200 is outside through middle drainage channel 301 flow direction slope 200, gets rid of the existence of a large amount of domatic ponding.
The two ramps 200 comprise an upper ramp 201 and a lower ramp 202 located below the upper ramp 201, the top of the transition platform 300 has an upper transition section 302 and a lower transition section 303, the upper transition section 302 is located between the middle drain channel 301 and the upper ramp 201, and the lower transition section 303 is located between the middle drain channel 301 and the lower ramp 202; the mid-channel 301 separates the upper transition section 302 from the lower transition section 303, with the upper transition section 302 having a height that is less than the height of the lower transition section 303, which facilitates the flow of water from the upper ramp 201 into the mid-channel 301, and when there is a little more water, the water does not overflow the mid-channel 301 and flow into the lower ramp.
The width of transition platform 300 of upper transition section 302 place is less than the width of transition platform 300 department of lower transition section 303 place, and middle drainage channel 301 is nearer apart from going up slope 201 like this, and the ponding of going up slope 201 can reach middle drainage channel 301 fast, and the efficiency of discharging ponding is higher.
The two slopes 200 are respectively provided with downward-concave slope drainage channels 400, the top of the slope drainage channels 400 is open, and the slope drainage channels 400 extend along the inclined direction of the slopes 200, the slope drainage channels 400 penetrate through the slopes 200, the end parts of the slope drainage channels 400 are butted on the side edges of the transition platform 300, accumulated water can flow into the middle drainage channel 301 along the slope drainage channels 400 on the upper slopes 201, and redundant accumulated water can flow out of the slopes 200 along the slope drainage channels 400 of the lower slopes 202.
The sloping drain 400 is disposed in a spaced-vertical relationship with the intermediate drain 301, which shortens the circulation time of the accumulated water over the sloping drain 400 so that the accumulated water can drain into the intermediate drain 301 as quickly as possible.
Two slope drainage channels 400 are respectively arranged on the two slopes 200, and the two slope drainage channels 400 are arranged in parallel, so that the speed of draining accumulated water can be increased.
A slope concrete pouring layer 500 is poured on the slope 200, so that the protective soil foundation 100 can be reinforced; the slope concrete pouring layer 500 is covered with a slope cement protective layer 600, so that the slope concrete pouring layer 500 can be prevented from being washed and corroded by river water, and the thickness of the slope concrete pouring layer 500 is smaller than that of the cement protective layer 600.
The top of the transition platform 300 is provided with a transition concrete pouring layer 304, and the transition concrete pouring layer 304 is connected with the slope concrete pouring layer 500, so that the transition concrete pouring layer has integrity and can better reinforce the protective soil foundation 100; the top of the transition concrete cast layer 304 is recessed downward to form an intermediate drainage channel 301.
The top of the transition concrete pouring layer 304 is provided with a transition cement protective layer 305, and the transition cement protective layer 305 is connected with the slope cement protective layer 600, so that the slope concrete pouring layer 500 and the transition concrete pouring layer 304 are protected better; the transition cement shield 305 is recessed at the top and open at the top to form an intermediate drainage channel 301.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The hydraulic engineering slope protection is characterized by comprising a soil foundation, wherein the soil foundation is provided with two slopes which are vertically arranged, the two slopes are in the same direction, a horizontally arranged transition platform is arranged between the two slopes, and the end parts of the two slopes are respectively butted at two opposite side edges of the transition platform; the top of transition platform is sunken downwards and is formed open-top's middle drainage channel, middle drainage channel extends along the length direction of transition platform arranges, the tip of middle drainage channel runs through the side of soil matrix.
2. The hydraulic engineering revetment according to claim 1, wherein two of said slopes comprise an upper slope and a lower slope below said upper slope, said transition platform having an upper transition section at a top portion thereof between said intermediate drainage channel and said upper slope, said transition platform having a lower transition section at a top portion thereof between said intermediate drainage channel and said lower slope, said upper transition section having a height less than a height of said lower transition section.
3. The hydraulic engineering revetment according to claim 1 or 2, wherein two of said slopes are provided with open-topped slope drainage channels, respectively, said slope drainage channels extending along the slope direction of said slopes.
4. The hydraulic engineering revetment of claim 3 wherein ends of said sloped drainage channels abut sides of said transition platform.
5. The hydraulic engineering revetment according to claim 3 wherein said sloped drainage channels are spaced vertically from said intermediate drainage channels.
6. The hydraulic engineering revetment according to claim 3, wherein two of said slope drainage channels are provided on each of said two slopes, and said two slope drainage channels are arranged in parallel.
7. The hydraulic engineering revetment according to claim 1 or 2 wherein said slope is covered with a concrete cast layer.
8. The hydraulic engineering revetment according to claim 7 wherein said slope concrete cast layer is covered with a slope cement protective layer.
9. The hydraulic engineering revetment according to claim 1 or 2, wherein said transition platform has a transition concrete cast layer on top, said transition concrete cast layer having a top portion that is concave downward to form said intermediate drainage channel.
10. The hydraulic engineering revetment according to claim 9, wherein said transition concrete poured layer has a transition cement guard layer on top, said transition cement guard layer having a top that is concave downward to form said intermediate drainage channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122015751.9U CN216108325U (en) | 2021-08-25 | 2021-08-25 | Hydraulic engineering prevents bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122015751.9U CN216108325U (en) | 2021-08-25 | 2021-08-25 | Hydraulic engineering prevents bank protection |
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| Publication Number | Publication Date |
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| CN216108325U true CN216108325U (en) | 2022-03-22 |
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| CN202122015751.9U Active CN216108325U (en) | 2021-08-25 | 2021-08-25 | Hydraulic engineering prevents bank protection |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117966671A (en) * | 2024-04-01 | 2024-05-03 | 山东省地质科学研究院 | Ecological restoration slope protection |
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2021
- 2021-08-25 CN CN202122015751.9U patent/CN216108325U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117966671A (en) * | 2024-04-01 | 2024-05-03 | 山东省地质科学研究院 | Ecological restoration slope protection |
| CN117966671B (en) * | 2024-04-01 | 2024-06-07 | 山东省地质科学研究院 | Ecological restoration slope protection |
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