CN214363263U - Water conservancy slope wall - Google Patents
Water conservancy slope wall Download PDFInfo
- Publication number
- CN214363263U CN214363263U CN202022740267.8U CN202022740267U CN214363263U CN 214363263 U CN214363263 U CN 214363263U CN 202022740267 U CN202022740267 U CN 202022740267U CN 214363263 U CN214363263 U CN 214363263U
- Authority
- CN
- China
- Prior art keywords
- slope
- water conservancy
- planting
- brick
- dams
- 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.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 29
- 239000011449 brick Substances 0.000 claims abstract description 37
- 239000004575 stone Substances 0.000 claims abstract description 22
- 239000002689 soil Substances 0.000 claims abstract description 13
- 239000007787 solid Substances 0.000 claims abstract description 13
- 239000004744 fabric Substances 0.000 claims abstract description 10
- 230000000903 blocking effect Effects 0.000 claims description 4
- 238000001125 extrusion Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000002349 favourable effect Effects 0.000 abstract description 13
- 230000035939 shock Effects 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Images
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- Revetment (AREA)
Abstract
The utility model discloses a water conservancy retaining wall, including the river beach, river beach upper surface is equipped with the slope of slope, the river beach right side is equipped with the dykes and dams of concrete, the dykes and dams right side is equipped with solid shore stone heap, gu shore stone heap is the echelonment and is equipped with the gabion stratum reticulare at the upper surface, be equipped with the fixing device who is connected with dykes and dams outside the gabion stratum reticulare, gu the slope brick on the slope, gu the slope brick upper berth is equipped with the geotechnological cloth layer, the planting soil layer has been laid to geotechnological cloth layer upside, it has laid the planting brick to plant the soil layer upside. Has the advantages that: the utility model discloses water conservancy retaining wall is equipped with solid shore stone heap and is favorable to strengthening the protecting against shock ability of dykes and dams, is equipped with gabion stratum reticulare and fixing device and is favorable to firm shore stone heap, prevents that rivers from scattering solid shore stone heap, lays solid slope brick and is favorable to preventing the phenomenon that landslide appears in the slope, and the geotechnological cloth layer is favorable to permeating water ventilative retaining soil and water, is equipped with the planting soil layer and is favorable to planting ornamental plant on planting the brick.
Description
Technical Field
The utility model relates to a hydraulic engineering technical field specifically indicates a water conservancy retaining wall.
Background
Hydraulic engineering is a facility that controls, regulates, develops, utilizes and protects water in the nature to reduce and avoid flood and drought disasters, and utilizes water resources to adapt to the needs of human society and natural environment. In order to meet the requirements of leakage prevention, impact resistance and the like, ensure the firmness of a riverbed and prevent landslide, side slopes or bank walls of dikes, spillways and channels need to be enclosed, the revetment is widely applied to hydraulic engineering as a first barrier for resisting flood of dams, and the conventional revetment is mostly built by stones which have gaps in the construction process, so that water can be poured into the gaps when the flood rises to a certain height, and the gaps are easily broken by the impact of the flood, so that people nearby are in disasters. Therefore, a water conservancy slope protection wall is urgently needed to be researched to solve the problems.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome above technical defect, provide a simple structure, the practicality is strong, a water conservancy retaining wall that firm reliable excellent in use effect.
In order to solve the technical problem, the utility model provides a technical scheme does: the utility model provides a water conservancy slope wall, includes the river beach, the river beach upper surface is equipped with the slope of slope, the river beach right side is equipped with the dykes and dams of concrete, the dykes and dams right side is equipped with solid shore stone heap, gu shore stone heap is the echelonment and is equipped with the gabion stratum reticulare on the upper surface, the gabion stratum reticulare is outer is equipped with the fixing device who is connected with dykes and dams, the slope upper berth is equipped with solid slope brick, gu the slope brick upper berth is equipped with the geotechnological cloth layer, the planting soil layer has been laid to geotechnological cloth layer upside, planting soil layer upside has been laid and has been planted the brick.
Further, fixing device is including fixed stock, the stock left end is equipped with the inflation dop that is used for preventing to drop in stretching into dykes and dams, and the right-hand member is equipped with clamp plate and fastening nut, fastening nut is used for adjusting the extrusion force of clamp plate.
Further, a guard plate is arranged between the pressing plate and the gabion mesh layer, and the guard plate is transversely connected between the anchor rods and used for blocking the gabion mesh layer.
Furthermore, the gabion mesh layer is woven by stainless steel materials.
Furthermore, the slope fixing bricks are laid in a step shape, and through holes are formed in the slope fixing bricks.
Furthermore, the planting bricks are connected in an assembling mode, splicing grooves are formed in four corners, and planting holes are formed in the interior of the planting bricks in a vertically through mode.
Compared with the prior art, the utility model the advantage lie in: the utility model discloses water conservancy retaining wall is equipped with solid shore stone heap and is favorable to strengthening the protecting against shock ability of dykes and dams, is equipped with gabion stratum reticulare and fixing device and is favorable to firm shore stone heap, prevents that rivers from scattering solid shore stone heap, lays solid slope brick and is favorable to preventing the phenomenon that landslide appears in the slope, and the geotechnological cloth layer is favorable to permeating water ventilative retaining soil and water, is equipped with the planting soil layer and is favorable to planting ornamental plant on planting the brick.
Drawings
Fig. 1 is the utility model relates to a water conservancy revetment wall's structural schematic.
FIG. 2 is the utility model discloses a water conservancy retaining wall fixing device's vertical section a department enlargies the schematic diagram
Fig. 3 is a side view of the utility model relates to a water conservancy retaining wall fixing device.
Fig. 4 is the utility model relates to a water conservancy retaining wall plants structural schematic of brick.
Fig. 5 is the utility model relates to a water conservancy bank protection is slope brick's schematic structure.
As shown in the figure: 1. river shoal, 2, dykes and dams, 3, a shore fixing stone pile, 4, a gabion net layer, 5, a slope fixing brick, 6, a geotextile layer, 7, a planting soil layer, 8, a planting brick, 9, a fixing anchor rod, 10, an expansion chuck, 11, a pressing plate, 12, a fastening nut, 13, a protection plate, 14, a through hole, 15, a splicing groove, 16 and a planting hole.
Detailed Description
The following describes the present invention with reference to the accompanying drawings. In which like parts are designated by like reference numerals.
In the description of the present invention, it is to be understood that the terms "center", "lateral", "up", "down", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified. Furthermore, the term "comprises" and any variations thereof is intended to cover non-exclusive inclusions.
The utility model provides a water conservancy slope wall, includes river beach 1, 1 upper surface of river beach is equipped with the slope of slope, 1 right side of river beach is equipped with dykes and dams 2 of concrete, 2 right sides of dykes and dams are equipped with solid shore stone heap 3, gu shore stone heap 3 is the echelonment and is equipped with gabion stratum reticulare 4 on the upper surface, gabion stratum reticulare 4 is equipped with the fixing device who is connected with dykes and dams 2 outward, the slope upper berth is equipped with solid slope brick 5, gu slope brick 5 upper berth is equipped with geotechnological cloth layer 6, plant soil layer 7 has been laid to 6 upsides of geotechnological cloth layer, plant 7 upsides of soil layer and laid and plant brick 8.
The fixing device comprises a fixing anchor rod 9, the left end of the anchor rod extends into the interior of the dam 2 to be provided with an expansion chuck 10 used for preventing falling, the right end of the anchor rod is provided with a pressing plate 11 and a fastening nut 12, and the fastening nut 12 is used for adjusting the extrusion force of the pressing plate 11.
And a guard plate 13 is arranged between the pressing plate 11 and the gabion mesh layer 4, and the guard plate 13 is transversely connected between anchor rods and used for blocking the gabion mesh layer 4.
The gabion mesh layer 4 is woven by stainless steel materials.
The slope fixing bricks 5 are laid in a step shape, and through holes 14 are formed in the slope fixing bricks 5.
The planting bricks 8 are connected in an assembling mode, splicing grooves 15 are formed in four corners, and planting holes 16 are formed in the planting bricks 8 in a vertically penetrating mode.
Example (b): in the actual construction, the concrete dam 2 is built on two sides of the river, the fixed shore stone piles 3 are arranged on one side of the dam 2 facing the river, the stone stacks are built into a ladder shape, the gabion mesh layer 4 is laid on the surface of the fixed shore stone piles 3, the shape of the fixed shore stone piles 3 is favorably fixed, further, a fixing device is arranged on the outer side of the gabion mesh layer 4 in a pulling mode and comprises fixing anchor rods 9, a pressing plate 11 and a guard plate 13, the fixing anchor rods 9 extrude the guard plate 13 through the pressing plate 11, the guard plate 13 is favorable for blocking stones in the fixed shore stone piles 3, further, slope fixing bricks 5 are laid on the slope, the slope fixing bricks 5 are favorable for stabilizing the shape of the slope on the river beach 1, further, a geotextile layer 6 is laid on the slope fixing bricks 5, water and air permeability are favorable for planting ornamental plants in the upper-layer bricks 8, further, the slope bricks 8 are connected, and the stability of the slope is favorably enhanced, furthermore, planting holes 16 are formed, so that ornamental plants can be planted conveniently.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they should not be limited to the embodiments described above, and that they can design the similar structure and embodiments without departing from the spirit of the invention.
Claims (6)
1. The utility model provides a water conservancy retaining wall, includes river beach (1), its characterized in that: the river beach (1) upper surface is equipped with the slope of slope, river beach (1) right side is equipped with dykes and dams (2) of concrete, dykes and dams (2) right side is equipped with solid shore stone heap (3), gu shore stone heap (3) are the echelonment and are equipped with gabion stratum reticulare (4) on the upper surface, gabion stratum reticulare (4) are equipped with the fixing device who is connected with dykes and dams (2) outward, the slope upper berth is equipped with solid slope brick (5), gu slope brick (5) upper berth is equipped with geotechnological cloth layer (6), planting soil layer (7) have been laid to geotechnological cloth layer (6) upside, planting soil layer (7) upside has been laid and has been planted brick (8).
2. The water conservancy slope wall of claim 1, characterized in that: the fixing device comprises a fixing anchor rod (9), wherein the left end of the anchor rod extends into the dyke (2) to be provided with an expansion chuck (10) used for preventing falling, the right end of the anchor rod is provided with a pressing plate (11) and a fastening nut (12), and the fastening nut (12) is used for adjusting the extrusion force of the pressing plate (11).
3. The water conservancy slope wall of claim 2, characterized in that: a guard plate (13) is arranged between the pressing plate (11) and the gabion mesh layer (4), and the guard plate (13) is transversely connected between the anchor rods and used for blocking the gabion mesh layer (4).
4. The water conservancy slope wall of claim 3, characterized in that: the gabion mesh layer (4) is woven by stainless steel materials.
5. The water conservancy slope wall of claim 1, characterized in that: the slope fixing bricks (5) are laid in a step shape, and through holes (14) are formed in the slope fixing bricks (5).
6. The water conservancy slope wall of claim 1, characterized in that: the planting bricks (8) are connected in an assembling mode, splicing grooves (15) are formed in four corners, and planting holes (16) are formed in the planting bricks (8) in a vertically through mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022740267.8U CN214363263U (en) | 2020-11-24 | 2020-11-24 | Water conservancy slope wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022740267.8U CN214363263U (en) | 2020-11-24 | 2020-11-24 | Water conservancy slope wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214363263U true CN214363263U (en) | 2021-10-08 |
Family
ID=77978274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022740267.8U Expired - Fee Related CN214363263U (en) | 2020-11-24 | 2020-11-24 | Water conservancy slope wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214363263U (en) |
-
2020
- 2020-11-24 CN CN202022740267.8U patent/CN214363263U/en not_active Expired - Fee Related
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Legal Events
| 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: 20211008 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |