CN108612046B - Water conservancy dykes and dams with prevention of seepage passes through function - Google Patents
Water conservancy dykes and dams with prevention of seepage passes through function Download PDFInfo
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- CN108612046B CN108612046B CN201810487347.1A CN201810487347A CN108612046B CN 108612046 B CN108612046 B CN 108612046B CN 201810487347 A CN201810487347 A CN 201810487347A CN 108612046 B CN108612046 B CN 108612046B
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- Prior art keywords
- layer
- laid
- dam
- screen plate
- water conservancy
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 19
- 230000002265 prevention Effects 0.000 title claims description 6
- 239000004568 cement Substances 0.000 claims abstract description 37
- 239000002689 soil Substances 0.000 claims abstract description 15
- 239000011347 resin Substances 0.000 claims abstract description 13
- 229920005989 resin Polymers 0.000 claims abstract description 13
- 239000003292 glue Substances 0.000 claims abstract description 12
- 230000004888 barrier function Effects 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims abstract description 4
- 239000011449 brick Substances 0.000 claims description 18
- 239000004575 stone Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 52
- 230000003628 erosive effect Effects 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- 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
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to the technical field of water conservancy dams, in particular to a water conservancy dam with an anti-seepage function, which comprises a dam, wherein an anti-seepage structure and a water-proof impact structure are arranged on the dam; the barrier construction comprising: the device comprises a first gravel layer, a first cement layer, a first screen plate, a resin glue layer, a transparent soft cushion, a plurality of buckles, a soil layer, a plurality of base plates and a plurality of screws; the dam comprises a first gravel layer, a first cement layer, a resin glue layer, a transparent cushion, a first screen mesh plate, a soil layer and a second screen mesh plate, wherein the first gravel layer is laid on the dam body on the first gravel layer, the first cement layer is poured on the first gravel layer, the resin glue layer is laid on the first cement layer, the transparent cushion is laid on the first cement layer, the first screen mesh plate is laid on the transparent cushion, and the soil layer is laid on the first screen mesh plate.
Description
Technical Field
The invention relates to the technical field of water conservancy dams, in particular to a water conservancy dam with an anti-seepage function.
Background
A dam; the general term of dikes and dams also refers broadly to water-resistant and water-retaining buildings and structures; for example, dykes and dams are to be built tightly to prevent water.
Dykes and dams lead to the seepage owing to soak in the aquatic throughout the year now, and the flood disaster takes place easily for the dykes and dams loss, when building dykes and dams, need carry out prevention of seepage to dykes and dams when using, because rainwater or the continuous washing away of river lead to dykes and dams surface erosion, lead to soil to flow away, reduce the life of dykes and dams, so need carry out reasonable prevention of seepage and pass through the scour protection when dykes and dams use.
Disclosure of Invention
The invention aims to provide a water conservancy dam with an anti-seepage function aiming at the defects and shortcomings of the prior art.
In order to achieve the purpose, the invention adopts the technical scheme that:
the water conservancy dam with the anti-seepage function comprises a dam, wherein an anti-seepage structure and a water-proof impact structure are arranged on the dam;
the barrier construction comprising: the device comprises a first gravel layer, a first cement layer, a first screen plate, a resin glue layer, a transparent soft cushion, a plurality of buckles, a soil layer, a plurality of base plates and a plurality of screws;
the first gravel layer is laid on a dam, the first cement layer is poured on the first gravel layer, the resin adhesive layer is laid on the first cement layer, the transparent cushion is laid on the first cement layer, the first screen plate is laid on the transparent soft cushion, the soil layer is laid on the first screen plate, the plurality of buckles are arranged on the first screen plate, the plurality of backing plates are arranged on the plurality of buckles, threaded openings are formed in the plurality of backing plates, and the plurality of screws penetrate through the threaded openings and are in lap joint with the dam;
waterproof structure that dashes, it still includes: a flat brick and a second cement layer;
the flat bricks are laid on the soil layer, and the second cement layer is laid in gaps among the flat bricks.
Furthermore, a plurality of supporting rods are fixed on the first screen plate; the supporting rod is used for supporting the first screen plate and preventing the first screen plate from bending and inclining when in use.
Furthermore, a second gravel layer is laid on the front wall surface of the dam and below the flat bricks, and a third cement layer is laid on the second gravel layer; the second gravel layer prevents the flat bricks from falling.
Further, strip-shaped through grooves are formed in two sides of the dam, and a fourth cement layer is laid in the strip-shaped through grooves; rainwater on the road surface falls through the strip-shaped through grooves.
Further, a round washer is sleeved on the plurality of screws; the circular washer prevents the screw from being removed from the backing plate during use.
Furthermore, the buckle is provided with an anti-skid ridge; prevent to rock when the buckle uses.
After adopting the structure, the invention has the beneficial effects that: the water conservancy dam with the anti-seepage function improves the using effect of the dam, facilitates anti-seepage and anti-scouring, and prolongs the service life of the dam.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of a first screen panel of the present invention;
FIG. 3 is a front view of the present invention;
description of reference numerals:
in the figure, 1-dyke; 2-a first crushed stone layer; 3-a first cement layer; 4-a first screen plate; 5-resin glue layer; 6-transparent soft cushion; 7-buckling; 8-soil layer; 9-a backing plate; 10-a screw; 11-flat brick; 12-a second cement layer; 13-a strut; 14-a second crushed stone layer; 15-a third cement layer; 16-a fourth cement layer; 17-circular washer.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
As shown in fig. 1 to 3, the water conservancy dam with the anti-seepage function according to the present invention comprises a dam 1, wherein the dam 1 is provided with an anti-seepage structure and a water-proof structure;
the barrier construction comprising: the screen comprises a first gravel layer 2, a first cement layer 3, a first screen plate 4, a resin glue layer 5, a transparent cushion 6, a plurality of buckles 7, a soil layer 8, a plurality of backing plates 9 and a plurality of screws 10;
the first gravel layer 2 is laid on the dam 1, the first cement layer 3 is poured on the first gravel layer 2, the resin glue layer 5 is laid on the first cement layer 3, the transparent cushion 6 is laid on the first cement layer 3, the first screen plate 4 is laid on the transparent cushion 6, the soil layer 8 is laid on the first screen plate 4, the plurality of buckles 7 are arranged on the first screen plate 4, the plurality of backing plates 9 are arranged on the plurality of buckles 7, threaded holes are formed in the plurality of backing plates 9, and the plurality of screws 10 penetrate through the threaded holes and are in lap joint with the dam 1;
waterproof structure that dashes, it still includes: a flat brick 11 and a second cement layer 12;
the flat bricks 11 are laid on the soil layer 8, and the second cement layer 12 is laid in gaps among the flat bricks 11.
As a preferred mode of the present invention, a plurality of struts 13 are fixed on the first screen plate 4; the support bars 13 are used to support the first screen panel 4 and prevent the first screen panel 4 from bending and tilting during use.
In a preferred embodiment of the present invention, a second gravel layer 14 is laid on the front wall surface of the dam 1 below the flat bricks 11, and a third cement layer 15 is laid on the second gravel layer 14; the second crushed stone layer 14 prevents the flat bricks 11 from falling.
As a preferable mode of the present invention, two sides of the dam 1 are provided with strip-shaped through grooves, and a fourth cement layer 16 is laid in the strip-shaped through grooves; rainwater on the road surface falls through the strip-shaped through grooves.
As a preferred mode of the present invention, a circular washer 17 is sleeved on the plurality of screws 10; the rounded washer 17 prevents the screw 10 from coming off the shim plate 9 during use.
As a preferred mode of the invention, the buckle 7 is provided with an anti-slip ridge; prevent the buckle 7 from shaking during use.
The overall operation principle is as follows: lay first rubble layer 2 on with dykes and dams 1, and pour first cement layer 3 reinforcement on first rubble layer 2, later lay resin glue film 5 on first cement layer 3, the effectual water that hinders, prevent that water from eroding first cement layer 3 from leading to eroding dykes and dams 1, later transparent cushion 6 is laid on resin glue film 5, reduce rainwater soaking resin glue film 5, later first screen board 4 is laid on transparent cushion 6, be convenient for push down transparent cushion 6, later the backing plate 9 on the buckle 7 is opened the intraoral mounting screw that has and is connected with dykes and dams 1, be convenient for fix first screen board 4, convenient to use is stable, later flat brick 11 is used for pushing down soil layer 8, second cement layer 12 is convenient for fill the gap between the flat brick 11.
The above description is only a preferred embodiment of the present invention, and all equivalent changes or modifications of the structure, characteristics and principles described in the present invention are included in the scope of the present invention.
Claims (6)
1. A water conservancy dyke-dam with prevention of seepage function, including dyke-dam (1), characterized by, have prevention of seepage structure and water-proof towards the structure on the said dyke-dam (1);
the barrier construction comprising: the device comprises a first gravel layer (2), a first cement layer (3), a first screen plate (4), a resin glue layer (5), a transparent cushion (6), a plurality of buckles (7), a soil layer (8), a plurality of backing plates (9) and a plurality of screws (10);
the first gravel layer (2) is laid on the dam (1), the first cement layer (3) is poured on the first gravel layer (2), the resin glue layer (5) is laid on the first cement layer (3), the transparent cushion (6) is laid on the first cement layer (3), the first screen plate (4) is laid on the transparent cushion (6), the soil layer (8) is laid on the first screen plate (4), the plurality of buckles (7) are laid on the first screen plate (4), the plurality of backing plates (9) are laid on the plurality of buckles (7), threaded openings are formed in the plurality of backing plates (9), and the plurality of screws (10) penetrate through the threaded openings and are in lap joint with the dam (1);
waterproof structure that dashes, it still includes: a flat brick (11) and a second cement layer (12);
the flat bricks (11) are laid on the soil layer (8), and the second cement layer (12) is laid in gaps among the flat bricks (11).
2. The water conservancy dyke with the anti-seepage function according to claim 1, characterized in that a plurality of supporting rods (13) are fixed on the first screen plate (4); the supporting rod (13) is used for supporting the first screen plate (4) and preventing the first screen plate (4) from bending and inclining when in use.
3. The water conservancy embankment with the anti-seepage function according to claim 1, wherein a second gravel layer (14) is laid on the front wall surface of the embankment (1) and below the flat bricks (11), and a third cement layer (15) is laid on the second gravel layer (14); the second crushed stone layer (14) prevents the flat bricks (11) from falling.
4. The water conservancy dam with the anti-seepage function according to claim 1, wherein strip-shaped through grooves are formed in two sides of the dam (1), and a fourth cement layer (16) is laid in the strip-shaped through grooves; rainwater on the road surface falls through the strip-shaped through grooves.
5. The dyke according to claim 1, wherein said screws (10) are sleeved with a circular washer (17); the circular washer (17) prevents the screw (10) from being removed from the backing plate (9) during use.
6. The water conservancy dyke with the anti-seepage function according to claim 1, characterized in that the buckle (7) is provided with an anti-skid ridge; prevent the buckle (7) from shaking when in use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810487347.1A CN108612046B (en) | 2018-05-21 | 2018-05-21 | Water conservancy dykes and dams with prevention of seepage passes through function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810487347.1A CN108612046B (en) | 2018-05-21 | 2018-05-21 | Water conservancy dykes and dams with prevention of seepage passes through function |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108612046A CN108612046A (en) | 2018-10-02 |
| CN108612046B true CN108612046B (en) | 2020-10-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810487347.1A Active CN108612046B (en) | 2018-05-21 | 2018-05-21 | Water conservancy dykes and dams with prevention of seepage passes through function |
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| Country | Link |
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| CN (1) | CN108612046B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114438964B (en) * | 2022-02-21 | 2024-02-13 | 福建江隆水利水电工程有限公司 | Water conservancy dykes and dams anti-seepage structure and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205399343U (en) * | 2016-03-09 | 2016-07-27 | 贵州省水利科学研究院 | Reinforcement type waterproof and anti -seepage bank protection |
| CN205742080U (en) * | 2016-06-02 | 2016-11-30 | 中国水利水电第五工程局有限公司 | A kind of safeguard structure for hydroelectric project |
| CN206110084U (en) * | 2016-10-27 | 2017-04-19 | 张际宇 | Hydraulic engineering slope bearing structure |
| CN206986844U (en) * | 2017-07-05 | 2018-02-09 | 张延菊 | A kind of impervious watertight structure in hydraulic engineering |
| CN207362791U (en) * | 2017-09-20 | 2018-05-15 | 安徽远成建设工程有限公司 | A kind of anti-bath dykes and dams |
-
2018
- 2018-05-21 CN CN201810487347.1A patent/CN108612046B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205399343U (en) * | 2016-03-09 | 2016-07-27 | 贵州省水利科学研究院 | Reinforcement type waterproof and anti -seepage bank protection |
| CN205742080U (en) * | 2016-06-02 | 2016-11-30 | 中国水利水电第五工程局有限公司 | A kind of safeguard structure for hydroelectric project |
| CN206110084U (en) * | 2016-10-27 | 2017-04-19 | 张际宇 | Hydraulic engineering slope bearing structure |
| CN206986844U (en) * | 2017-07-05 | 2018-02-09 | 张延菊 | A kind of impervious watertight structure in hydraulic engineering |
| CN207362791U (en) * | 2017-09-20 | 2018-05-15 | 安徽远成建设工程有限公司 | A kind of anti-bath dykes and dams |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108612046A (en) | 2018-10-02 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20201009 Address after: No.182 aocuo, Liandai village, Baiqi Hui nationality township, commercial investment zone, Quanzhou City, Fujian Province Applicant after: Quanzhou investment from Taiwan area Yu Bao commerce and trade Co.,Ltd. Address before: 528429 No. 63 Xinfeng North Road, Huangpu Town, Zhongshan City, Guangdong Province Applicant before: Wu Shuxia |
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Effective date of registration: 20230814 Address after: No. 90 Jiefang West Road, Zhengxiang District, Hengyang City, Hunan Province, 421200 (9th floor, Building 1, Junheng Huayuan) Patentee after: Hengyang Zhengxiang Construction Engineering Co. Address before: No. 182 Aocuo, Liandai Village, Baiqi Hui Township, Shangtou District, Quanzhou City, Fujian Province, 362000 Patentee before: Quanzhou investment from Taiwan area Yu Bao commerce and trade Co.,Ltd. |
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Effective date of registration: 20240801 Address after: Room 504, Mancheng Commercial Center Office Building, No. 222 Xingsha Avenue, Xingsha Street, Changsha County, Changsha City, Hunan Province 410000 Patentee after: Hunan Tingli Construction Engineering Co.,Ltd. Country or region after: China Address before: No. 90 Jiefang West Road, Zhengxiang District, Hengyang City, Hunan Province, 421200 (9th floor, Building 1, Junheng Huayuan) Patentee before: Hengyang Zhengxiang Construction Engineering Co. Country or region before: China |
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