CN208472650U - A kind of flood control reinforcing slope protection bank - Google Patents
A kind of flood control reinforcing slope protection bank Download PDFInfo
- Publication number
- CN208472650U CN208472650U CN201820507847.2U CN201820507847U CN208472650U CN 208472650 U CN208472650 U CN 208472650U CN 201820507847 U CN201820507847 U CN 201820507847U CN 208472650 U CN208472650 U CN 208472650U
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- CN
- China
- Prior art keywords
- concrete
- layer
- flood control
- slope protection
- reinforced
- 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.)
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 38
- 239000004575 stone Substances 0.000 claims abstract description 16
- 239000010426 asphalt Substances 0.000 claims abstract description 10
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 5
- 239000010410 layer Substances 0.000 claims description 33
- 239000011241 protective layer Substances 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 230000003628 erosive effect Effects 0.000 abstract description 4
- 238000003287 bathing Methods 0.000 abstract description 3
- 239000013535 sea water Substances 0.000 abstract description 3
- 238000005406 washing Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The utility model belongs to hydraulic engineering technical field, discloses a kind of hydraulic engineering flood control reinforcing slope protection bank, including concrete cushion, top and the loose stone of the concrete cushion are fixed together；One end of the concrete cushion is fixed together with fixed block, and is fixed together in the one end of the top of the fixed block respectively with buffer layer, porous concrete layer, plain concrete layer, asphalt felt and reinforced concrete floor.Concrete condition of the utility model according to stormy waves flush; the buffer layer of the honeycomb made of rubber material; permutation and combination washes pick with the use of the erosion that can thoroughly eradicate wind, wave, tide; meets the needs of tidal-flat area fishing port, extra large outdoor bathing place, tourist industry large-scale development; by the way that porous concrete layer is arranged; washing away for seawater can also be further buffered, plays the role of protecting levee slope.
Description
Technical field
The utility model belongs to hydraulic engineering field, and in particular to a kind of flood control reinforcing slope protection bank.
Background technique
Riverbank is land inland water ecotone, important regulating the climate, conserving water and soil, have the function of in terms of flood control.The river of health
The bank ecosystem can make substance keep appropriate by the speed and form in its interface area, so that land be made to strengthen, " water and soil is protected
Hold ", water body prevents the appearance of " eutrophication ".Unreasonable Land-Use and high-intensitive exploitation, will lead to riverbank
The ecosystem is seriously destroyed, especially prominent in the higher regional representation of urbanization degree.
It was verified that the marine resources area between the bank of large area shallow sea is not comprehensively utilized sufficiently, reason
Be do not stacked on the isobath of relatively shallow seashore side block, dissolve, the water-break of stormy waves tide and the slope dike that disappears (offshore dike).It is important
Reserve land resources do not developed, be not able to satisfy marine aquaculture, extra large outdoor bathing place, fishing boat carry, the synthesis of tourist industry
Exploitation demand.
Utility model content
The purpose of the utility model is to provide a kind of flood controls to reinforce slope protection bank, overcomes the deficiencies of existing technologies.
The technical solution of the utility model are as follows: a kind of hydraulic engineering flood control reinforcing slope protection bank, including concrete cushion 2,
It is characterized in that, top and the loose stone 10 of the concrete cushion 2 are fixed together；It is fixed at the top of the loose stone 10
Cover board 8；One end of the concrete cushion 2 is fixed together with fixed block 1, and in the top of the fixed block 1 and protective layer
One end be fixed together；The other end of protective layer is fixedly connected with cover board.
The protective layer by buffer layer 3, porous concrete layer 4, plain concrete layer 5, asphalt felt 6, reinforced concrete floor 7 according to
Secondary connection composition.
The utility model has the advantages that concrete condition of the utility model according to stormy waves flush, the honeycomb made of rubber material
Buffer layer, permutation and combination is used cooperatively and can thoroughly eradicate the erosion of wind, wave, tide and wash pick, meet tidal-flat area fishing port, sea and bathe
, the demand of tourist industry large-scale development can also further buffer washing away for seawater, rise by the way that porous concrete layer is arranged
To the effect of protection levee slope.
Detailed description of the invention
Fig. 1 is a kind of hydraulic engineering flood control reinforcing slope protection bank overall structure diagram described in the utility model embodiment；
Figure label: 1, fixed block；2, concrete cushion；3, buffer layer；4, porous concrete layer；5, plain concrete layer；
6, asphalt felt；7, reinforced concrete floor；8, cover board；9, fixing screws；10, loose stone.
Specific embodiment
To keep the purpose of this utility model, content and advantage clearer, specific embodiment of the present utility model is made
It is described in further detail.
The utility model provides a kind of hydraulic engineering flood control reinforcing slope protection bank, including concrete cushion 2, the concrete mats
The top of layer 2 is fixed together with loose stone 10；One end of the concrete cushion 2 is fixed together with fixed block 1, and in institute
State the top of fixed block 1 respectively with the buffer layer 3 of the honeycomb made of rubber material, porous concrete layer 4, plain concrete
One end of layer 5, asphalt felt 6 and reinforced concrete floor 7 is fixed together；Fixing screws 9 pass through the buffer layer 3, porous mixed
Solidifying soil layer 4, plain concrete layer 5, asphalt felt 6, reinforced concrete floor 7 and loose stone 10 are simultaneously secured together, and can be made
Structure is firmer, enhances erosion resistibility.
The side of the buffer layer 3 is equipped with porous concrete layer 4, and mixed in the side of the porous concrete layer 4 and element
Solidifying soil layer 5 connects, and connect in the side of the plain concrete layer 5 with asphalt felt 6, and the asphalt felt 6 is pasted onto the reinforcing bar
The side of concrete layer 7 is provided with loose stone 10 in the other side of the reinforced concrete floor 7；On the top of the loose stone 10
Portion is fixed with cover board 8.
What the buffer layer 3, porous concrete layer 4, plain concrete layer 5, asphalt felt 6 and reinforced concrete floor 7 were formed
The other end of protective layer extends to the inside of the cover board 8, and is secured to together, and fixing screws 9 pass through the cover board 8 simultaneously
It is fixed together with loose stone 10, fixing screws 9 pass through the loose stone 10 and fix it with the concrete cushion 2
Together.
It should be noted that the utility model is that slope protection bank is reinforced in a kind of hydraulic engineering flood control, when work, according to stormy waves tide
The concrete condition of wetland, the buffer layer of the honeycomb made of rubber material, permutation and combination with the use of can thoroughly eradicate wind,
Pick is washed in the erosion of wave, tide, meets the needs of tidal-flat area fishing port, extra large outdoor bathing place, tourist industry large-scale development, porous mixed by being arranged
Solidifying soil layer, can also further buffer washing away for seawater, play the role of protecting levee slope.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvement and deformations can also be made, these change
It also should be regarded as the protection scope of the utility model into deformation.
Claims (7)
1. slope protection bank, including concrete cushion (2) are reinforced in a kind of hydraulic engineering flood control, which is characterized in that the concrete cushion
(2) top is fixed together with loose stone (10)；Cover board (8) are fixed at the top of the loose stone (10)；The coagulation
One end of soil padding (2) is fixed together with fixed block (1), and solid on the top of the fixed block (1) and one end of protective layer
It is scheduled on together；The other end of protective layer is fixedly connected with cover board.
2. slope protection bank is reinforced in a kind of hydraulic engineering flood control according to claim 1, which is characterized in that the protective layer is by delaying
Rush layer (3), porous concrete layer (4), plain concrete layer (5), asphalt felt (6), reinforced concrete floor (7) composition.
3. slope protection bank is reinforced in a kind of hydraulic engineering flood control according to claim 2, which is characterized in that reinforced concrete floor
(7) it is in contact and connect with loose stone (10).
4. slope protection bank is reinforced in a kind of hydraulic engineering flood control according to claim 3, which is characterized in that fixing screws pass through institute
State buffer layer (3), porous concrete layer (4), plain concrete layer (5), asphalt felt (6), reinforced concrete floor (7) and loose stone
(10) it and is secured together.
5. slope protection bank is reinforced in a kind of hydraulic engineering flood control according to claim 1, which is characterized in that the cover board (8) is logical
Fixing screws are crossed to be fixed together with loose stone (10).
6. slope protection bank is reinforced in a kind of hydraulic engineering flood control according to claim 1, which is characterized in that loose stone (10) passes through
Fixing screws are fixed together with the concrete cushion (2).
7. according to a kind of described in any item hydraulic engineering flood control reinforcing slope protection banks of claim 2~4, which is characterized in that described
Buffer layer (3) is the honeycomb made of rubber material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820507847.2U CN208472650U (en) | 2018-04-11 | 2018-04-11 | A kind of flood control reinforcing slope protection bank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820507847.2U CN208472650U (en) | 2018-04-11 | 2018-04-11 | A kind of flood control reinforcing slope protection bank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208472650U true CN208472650U (en) | 2019-02-05 |
Family
ID=65206813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820507847.2U Active CN208472650U (en) | 2018-04-11 | 2018-04-11 | A kind of flood control reinforcing slope protection bank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208472650U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364414A (en) * | 2020-04-15 | 2020-07-03 | 王金鹏 | Construction method of anti-collision device of water conservancy project dam wave wall |
-
2018
- 2018-04-11 CN CN201820507847.2U patent/CN208472650U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364414A (en) * | 2020-04-15 | 2020-07-03 | 王金鹏 | Construction method of anti-collision device of water conservancy project dam wave wall |
| CN111364414B (en) * | 2020-04-15 | 2021-06-22 | 王金鹏 | Construction method of anti-collision device of water conservancy project dam wave wall |
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