CN214939815U - Impervious hydraulic engineering flood bank structure - Google Patents
Impervious hydraulic engineering flood bank structure Download PDFInfo
- Publication number
- CN214939815U CN214939815U CN202120173015.3U CN202120173015U CN214939815U CN 214939815 U CN214939815 U CN 214939815U CN 202120173015 U CN202120173015 U CN 202120173015U CN 214939815 U CN214939815 U CN 214939815U
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- China
- Prior art keywords
- layer
- cement mortar
- reinforced concrete
- roll material
- hydraulic engineering
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- 239000004567 concrete Substances 0.000 claims abstract description 35
- 239000000463 material Substances 0.000 claims abstract description 34
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 32
- 239000011083 cement mortar Substances 0.000 claims abstract description 31
- 239000012528 membrane Substances 0.000 claims abstract description 21
- 230000008595 infiltration Effects 0.000 claims abstract description 12
- 238000001764 infiltration Methods 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 3
- 210000000038 chest Anatomy 0.000 claims description 7
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 claims description 6
- 239000000839 emulsion Substances 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 claims 4
- 230000002265 prevention Effects 0.000 abstract description 7
- 239000012466 permeate Substances 0.000 abstract description 4
- 230000035699 permeability Effects 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 10
- 238000004078 waterproofing Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Classifications
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- 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
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- 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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Revetment (AREA)
Abstract
The utility model discloses an impervious hydraulic engineering flood bank structure, including outer concrete cement mortar layer and interior concrete cement mortar layer, the dashpot has been seted up on the surface on interior concrete cement mortar layer, the left surface on interior concrete cement mortar layer is provided with first waterproof roll material layer, the first reinforced concrete layer of one side fixedly connected with on interior concrete cement mortar layer is kept away from on first waterproof roll material layer, the inside on first reinforced concrete layer is provided with the netted steel reinforcement cage of a plurality of. This impervious hydraulic engineering flood bank structure makes this flood bank structure can carry out effective prevention of seepage to rivers through setting up outer concrete cement mortar layer, first waterproof roll material layer, first reinforced concrete layer, waterproof roll material layer of second and second reinforced concrete layer, has avoided moisture to permeate the inside of dykes and dams, and the infiltration chamber, the tough and tensile high elasticity water proof membrane of second and drainage channel block water through setting up simultaneously have further increased this flood bank's prevention of seepage permeability.
Description
Technical Field
The utility model relates to a flood control dykes and dams technical field specifically is an impervious hydraulic engineering flood control dyke structure.
Background
The flood control dike is a dike built for preventing rivers from overflowing, the flood control dike appears hundreds of years ago, the flood control dike is usually a pile of soil, the soil pile is in a long strip shape, and sometimes the soil pile extends for several kilometers along rivers, lakes or oceans.
Present current flood control dyke adopts single concrete structure mostly, and single concrete structure is not very ideal to flood shock absorption effect for the crack appears in the flood control dyke, and then leads to its life to shorten, appears the flood control dyke even and collapses, river erodees the potential safety hazard to the bank outside.
Therefore, a need exists for a flood bank structure for impervious hydraulic engineering.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an impervious hydraulic engineering dyke structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: an anti-seepage flood bank structure for hydraulic engineering comprises an outer concrete mortar layer and an inner concrete mortar layer, the surface of the inner concrete cement mortar layer is provided with a buffer groove, the left side surface of the inner concrete cement mortar layer is provided with a first waterproof roll material layer, one side of the first waterproof roll material layer, which is far away from the inner concrete cement mortar layer, is fixedly connected with a first reinforced concrete layer, a plurality of reticular steel reinforcement cages are arranged inside the first reinforced concrete layer, a second waterproof roll material layer is fixedly connected with one side of the first reinforced concrete layer far away from the first waterproof roll material layer, a second reinforced concrete layer is fixedly connected to one side of the second waterproof roll material layer far away from the first reinforced concrete layer, one side of the second reinforced concrete layer far away from the second waterproof roll material layer is fixedly connected with the side face of the outer concrete cement mortar layer, and a water-blocking permeation cavity is formed in the first reinforced concrete layer.
Preferably, the inner wall of the buffer slot is fixedly provided with an elastic rubber column, one end, far away from the inner wall of the buffer slot, of the elastic rubber column is fixedly provided with a pressure buffer plate, the surface of the pressure buffer plate is fixedly connected with a first tough and high-elasticity waterproof membrane, and the first tough and high-elasticity waterproof membrane is made of acrylic emulsion.
Preferably, the quantity of elasticity rubber post is a plurality of, a plurality of equally divide into a plurality of groups, a plurality of group elasticity rubber post equidistance sets up the inner wall at the dashpot.
Preferably, the inner wall of the water blocking permeation cavity is fixedly provided with a reinforcing rib cage, and the reinforcing rib cage is composed of a plurality of transverse reinforcing ribs and a plurality of vertical reinforcing ribs.
Preferably, the inner wall of the water-blocking infiltration cavity is fixedly connected with a second tough high-elasticity waterproof membrane, and the material of the second tough high-elasticity waterproof membrane is acrylic emulsion.
Preferably, the inner wall of the water-blocking infiltration cavity is provided with a drainage channel.
Advantageous effects
The utility model provides an impervious hydraulic engineering flood bank structure possesses following beneficial effect:
1. this impervious hydraulic engineering flood bank structure makes this flood bank structure can carry out effective prevention of seepage to rivers through setting up outer concrete cement mortar layer, first waterproof roll material layer, first reinforced concrete layer, waterproof roll material layer of second and second reinforced concrete layer, has avoided moisture to permeate the inside of dykes and dams, and the infiltration chamber, the tough and tensile high elasticity water proof membrane of second and drainage channel block water through setting up simultaneously have further increased this flood bank's prevention of seepage permeability.
2. This impervious hydraulic engineering dyke structure, through concrete cement mortar layer, dashpot, elastic rubber post, pressure buffer board and the tough and tensile high elasticity water proof membrane in setting up, make this dyke and dam of flood control at the in-process that uses, can effectively cushion the pressure of inboard rivers, avoided rivers pressure to cause the impact to the structure of dyke and dam of flood control, improved the firm degree of this dyke and dam of flood control.
Drawings
FIG. 1 is a schematic view of a front cross-sectional structure of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1;
fig. 3 is an enlarged schematic view of B in fig. 1.
In the figure: the waterproof structure comprises an outer concrete cement mortar layer 1, an inner concrete cement mortar layer 2, a first waterproof roll material layer 3, a first reinforced concrete layer 4, a second waterproof roll material layer 5, a second reinforced concrete layer 6, a water-blocking permeation cavity 7, an elastic rubber column 8, a pressure buffer plate 9, a first tough and high-elasticity waterproof membrane 10, a reinforcing rib cage 11, a second tough and high-elasticity waterproof membrane 12 and a drainage channel 13.
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, the present invention provides a technical solution: the utility model provides an impervious hydraulic engineering flood bank structure, includes outer concrete cement mortar layer 1 and interior concrete cement mortar layer 2, and the dashpot has been seted up on the surface of interior concrete cement mortar layer 2, and the inner wall fixed mounting of dashpot has elastic rubber post 8, and the quantity of elastic rubber post 8 is a plurality of, and a plurality of elastic rubber post 8 is equallyd divide into a plurality of group, and a plurality of elastic rubber post 8 equidistance of group sets up the inner wall at the dashpot.
One end of the elastic rubber column 8, which is far away from the inner wall of the buffer groove, is fixedly provided with a pressure buffer plate 9, the surface of the pressure buffer plate 9 is fixedly connected with a first tough high-elasticity waterproof membrane 10, and the first tough high-elasticity waterproof membrane 10 is made of acrylic emulsion.
Through concrete cement mortar bed 2, dashpot, elastic rubber post 8, pressure buffer board 9 and the tough and tensile high elasticity water proof membrane 10 in setting up, make this flood control dykes and dams in the in-process that uses, can effectively cushion the pressure of inboard rivers, avoided rivers pressure to cause the impact to the structure of flood control dykes and dams, improved the firm degree of this flood control dykes and dams.
The left surface of interior concrete cement mortar layer 2 is provided with first waterproofing roll material layer 3, first waterproofing roll material layer 3 keeps away from the first reinforced concrete layer 4 of one side fixedly connected with of interior concrete cement mortar layer 2, the inside of first reinforced concrete layer 4 is provided with the netted reinforcing cage of a plurality of, one side fixedly connected with second waterproofing roll material layer 5 of first waterproofing roll material layer 3 is kept away from to first reinforced concrete layer 4, one side fixedly connected with second reinforced concrete layer 6 of first reinforced concrete layer 4 is kept away from to second waterproofing roll material layer 5, one side and outer concrete cement mortar layer 1's side fixed connection of second waterproofing roll material layer 5 are kept away from to second reinforced concrete layer 6, the infiltration chamber 7 has been seted up to the inside of first reinforced concrete layer 4 that blocks water.
The inner wall of the water-blocking infiltration cavity 7 is fixedly provided with a reinforcing rib cage 11, and the reinforcing rib cage 11 consists of a plurality of transverse reinforcing ribs and a plurality of vertical reinforcing ribs.
The inner wall of the water-blocking infiltration cavity 7 is fixedly connected with a second tough high-elasticity waterproof membrane 12, the material of the second tough high-elasticity waterproof membrane 12 is acrylic emulsion, and the inner wall of the water-blocking infiltration cavity 7 is provided with a drainage channel 13.
Make this flood control structure can carry out effective prevention of seepage to rivers through setting up outer concrete cement mortar layer 1, first waterproof roll material layer 3, first reinforced concrete layer 4, the waterproof roll material layer 5 of second and second reinforced concrete layer 6 and pass through, avoided moisture to permeate the inside of dykes and dams, permeate chamber 7, the tough and tensile high elasticity water proof membrane 12 of second and drainage channel 13 through setting up simultaneously, further increased this flood control dykes and dams's prevention of seepage permeability.
The working principle is as follows: impervious hydraulic engineering flood bank structure, through outer concrete cement mortar layer 1, first waterproof roll material layer 3, first reinforced concrete layer 4, waterproof roll material layer 5 of second and 6 messenger's this flood bank structure can effectively prevent infiltration to rivers, the inside of moisture infiltration to dykes and dams has been avoided, simultaneously through setting up the infiltration chamber 7 that blocks water, tough and tensile high elasticity water proof membrane 12 of second and drainage channel 13, the prevention of seepage of this flood bank has further been increased, and through interior concrete cement mortar layer 2, the dashpot, elastic rubber post 8, pressure buffer board 9 and the waterproof membrane 10 of first tough and tensile high elasticity, make this flood bank dykes and dams in the in-process that uses, can effectively cushion the pressure of inboard rivers, the structure of having avoided rivers pressure to lead to the fact the impact to the flood bank dykes and dams has improved the firm degree of this flood control.
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 (6)
1. The utility model provides an impervious hydraulic engineering flood bank structure, includes outer concrete cement mortar layer (1) and interior concrete cement mortar layer (2), its characterized in that: the concrete cement mortar layer is characterized in that a buffer groove is formed in the surface of the inner concrete cement mortar layer (2), a first waterproof roll material layer (3) is arranged on the left side surface of the inner concrete cement mortar layer (2), one side, far away from the inner concrete cement mortar layer (2), of the first waterproof roll material layer (3) is fixedly connected with a first reinforced concrete layer (4), a plurality of net-shaped reinforcement cages are arranged inside the first reinforced concrete layer (4), one side, far away from the first waterproof roll material layer (3), of the first reinforced concrete layer (4) is fixedly connected with a second waterproof roll material layer (5), one side, far away from the first reinforced concrete layer (4), of the second waterproof roll material layer (5) is fixedly connected with a second reinforced concrete layer (6), one side, far away from the second waterproof roll material layer (5), of the second reinforced concrete layer (6) is fixedly connected with the side surface of the outer concrete cement mortar layer (1), and a water-blocking permeation cavity (7) is formed in the first reinforced concrete layer (4).
2. The impermeable hydraulic engineering breakwater structure of claim 1, wherein: the inner wall fixed mounting of dashpot has elastic rubber post (8), the one end fixed mounting that the dashpot inner wall was kept away from in elastic rubber post (8) has pressure buffer board (9), the first tough and tensile high elasticity waterproof membrane (10) of fixed surface connection of pressure buffer board (9), the material of the first tough and tensile high elasticity waterproof membrane (10) is acrylic emulsion.
3. The impermeable hydraulic engineering breakwater structure of claim 2, wherein: the quantity of elastic rubber post (8) is a plurality of, a plurality of equally divide into a plurality of groups elastic rubber post (8), a plurality of group elastic rubber post (8) equidistance sets up the inner wall at the dashpot.
4. The impermeable hydraulic engineering breakwater structure of claim 1, wherein: the inner wall fixed mounting that blocks water infiltration chamber (7) has strengthening rib cage (11), strengthening rib cage (11) comprise the horizontal strengthening rib of a plurality of and the vertical strengthening rib of a plurality of.
5. The impermeable hydraulic engineering breakwater structure of claim 1, wherein: the inner wall of the water-blocking permeation cavity (7) is fixedly connected with a second tough high-elasticity waterproof membrane (12), and the material of the second tough high-elasticity waterproof membrane (12) is acrylic emulsion.
6. The impermeable hydraulic engineering breakwater structure of claim 1, wherein: and a drainage channel (13) is arranged on the inner wall of the water-blocking permeation cavity (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120173015.3U CN214939815U (en) | 2021-01-17 | 2021-01-17 | Impervious hydraulic engineering flood bank structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120173015.3U CN214939815U (en) | 2021-01-17 | 2021-01-17 | Impervious hydraulic engineering flood bank structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214939815U true CN214939815U (en) | 2021-11-30 |
Family
ID=79080389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120173015.3U Expired - Fee Related CN214939815U (en) | 2021-01-17 | 2021-01-17 | Impervious hydraulic engineering flood bank structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214939815U (en) |
-
2021
- 2021-01-17 CN CN202120173015.3U patent/CN214939815U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211130 |
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| CF01 | Termination of patent right due to non-payment of annual fee |