CN211368595U - Inclined type gabion structure river channel apron - Google Patents
Inclined type gabion structure river channel apron Download PDFInfo
- Publication number
- CN211368595U CN211368595U CN201922342412.4U CN201922342412U CN211368595U CN 211368595 U CN211368595 U CN 211368595U CN 201922342412 U CN201922342412 U CN 201922342412U CN 211368595 U CN211368595 U CN 211368595U
- Authority
- CN
- China
- Prior art keywords
- gabion
- frame
- gabion frame
- apron
- protection plate
- 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
- 239000004575 stone Substances 0.000 claims abstract description 42
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 230000001681 protective effect Effects 0.000 description 4
- 229920002748 Basalt fiber Polymers 0.000 description 2
- 238000005253 cladding Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses an inclined gabion structure river course protects flat belongs to bank slope protection technical field. A tilting gabion structure river channel apron comprises a dam and a gabion group placed on the dam, wherein the gabion group comprises a first gabion frame, a second gabion frame and a woven net, the woven net is respectively coated on the first gabion frame and the second gabion frame, the first gabion frame is connected with a first protection plate and a second protection plate, the second gabion frame is connected with a third protection plate, the third protection plate and the second gabion frame are integrally formed, the first gabion frame is detachably connected with the second gabion frame through a first connecting plate, the second gabion frame is connected with each other two by two through a second connecting plate, the first gabion frame is vertically placed relative to the horizontal plane, and the second gabion frame is horizontally placed relative to the horizontal plane; the utility model discloses utilize the mode of single production equipment, the installation when not only can be convenient for construct and the shock resistance when using, can also directly change single stone cage frame, convenient and fast in the later maintenance.
Description
Technical Field
The utility model relates to a bank slope protection technical field especially relates to an inclined gabion structure river course apron.
Background
Under the long-term repeated action of freeze-thaw cycle and water level fluctuation of bank slopes such as reservoirs, riverways and the like, the slopes are easy to collapse and hydraulic scour; the collapse of bank slopes such as reservoirs, riverways and the like and the suffered hydraulic scouring not only can cause serious water and soil loss, but also can generate serious sediment deposition in the reservoirs and the riverways to cause the pollution of underground water quality, which is not favorable for the long-term benign operation of the reservoirs and the riverways.
The protection measures of the steep slope of the bank side slope of the existing reservoir mainly adopt a gabion, and the gabion is applied to the steep slope of the reservoir and the river channel, so that the side slope collapse caused by hydraulic flushing due to water level fluctuation can be prevented, the side slope is protected, but the existing gabion is mostly of an integral filling type, is inconvenient to construct and install, is difficult to maintain after being damaged in the later period, can only use a repairing and integral replacing mode, and has poor actual use effect; therefore, there is a need for a sloped gabion structure river apron that is easy to install and maintain.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defect of inconvenient installation and maintenance in the prior art, and the inclined gabion structure river channel apron that provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an inclined gabion structure river course apron, includes the dam and places the gabion group on the dam, the gabion group includes first gabion frame, second gabion frame and machine-knitted net, the machine-knitted net cladding is respectively on first gabion frame and second gabion frame, be connected with first backplate and second backplate on frame, just first backplate and second backplate are integrated into one piece with first gabion frame, be connected with the third backplate on the second gabion frame, just third backplate and second gabion frame are integrated into one piece, first gabion frame can dismantle with second gabion frame through first even board and be connected, second gabion frame links two liang of boards through the second and links to each other, the relative horizontal plane of first gabion frame is vertical placing, the relative horizontal plane of second gabion frame is placed for the level.
Preferably, the first guard plate and the second guard plate are perpendicular to each other, and the first guard plate and the second guard plate are both connected with a first connecting plate.
Preferably, first through holes are formed in the first protection plate and the second protection plate, and the first connecting plate penetrates through the first through holes through bolts and is connected to the first protection plate and the second protection plate respectively.
Preferably, the second stone cage frame is provided with second through holes, and the second connecting plate penetrates through the second through holes through bolts to connect the second stone cage frame pairwise.
Preferably, the first stone cage frame and the second stone cage frame are both connected with reinforcing rods.
Preferably, the first stone cage and the second stone cage are filled with counterweight stones.
Compared with the prior art, the utility model provides a tilting gabion structure river course is protected flat possesses following beneficial effect:
1. the inclined type gabion structure river channel apron is characterized in that a woven net is coated on a first gabion frame and a second gabion frame, counterweight stones are filled in the gabion frames, the middle parts of the first gabion frame and the second gabion frame are limited through reinforcing rods, the gabion frames are prevented from being damaged by bracing, after assembly is completed, the second gabion frame is horizontally placed on the bottom surface of a river channel or the bottommost layer of the river channel needing protection, the second gabion frames located on the bottom layer are connected in pairs through second connecting plates, the water impact resistance of the second gabion frames is enhanced, then the first gabion frame of a first layer is vertically placed down, the bottom surface of the first gabion frame is enabled to be flush with the bottom surface of the second gabion frame, the first connecting plate in an L shape is enabled to connect the first gabion frame and the second gabion frame together, then the first gabion frame and the second gabion frame are sequentially placed on frame on body positions, which are higher than a first gabion body position of a previous row in the subsequent gabion frame, the first backplate of back a set of is in the second backplate top of preceding a set of promptly, in order to prevent the water corrosion, basalt fiber rope or lead wire are chooseed for use to the net material matter is compiled to the machine, utilizes the mode of single production equipment, and the shock resistance when installation and use in the time of not only can be convenient for construct can also directly change single stone cage frame in the later maintenance, convenient and fast.
Drawings
Fig. 1 is a front view of a sloped gabion-structured river apron of the present invention;
fig. 2 is a right side view of the inclined gabion structure river channel apron provided by the present invention;
fig. 3 is a schematic structural view of a portion a in fig. 2 of a sloped gabion-structured river shelter according to the present invention;
fig. 4 is a schematic structural view of a first stone cage frame of a sloped type stone cage structure river channel apron provided by the utility model;
fig. 5 is the utility model provides a structural schematic diagram of tilting gabion structure river course apron second gabion frame.
In the figure: 1. a dam; 2. a first stone cage; 201. a reinforcing bar; 202. a first guard plate; 2021. a first through hole; 203. a second guard plate; 3. a second stone cage; 302. a third guard plate; 3021. a second through hole; 4. mechanically weaving a net; 5. a first connecting plate; 501. a bolt; 6. and a second connecting plate.
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.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships 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.
Example (b):
referring to fig. 1-5, an inclined type gabion structure river channel apron, include dam 1 and place the gabion group on dam 1, the gabion group includes first gabion frame 2, second gabion frame 3 and machine-knitted net 4, machine-knitted net 4 cladding is respectively on first gabion frame 2 and second gabion frame 3, be connected with first backplate 202 and second backplate 203 on first gabion frame 2, and first backplate 202 and second backplate 203 are integrated into one piece with first gabion frame 2, be connected with third backplate 302 on second gabion frame 3, and third backplate 302 and second gabion frame 3 are integrated into one piece, first gabion frame 2 can be dismantled with second gabion frame 3 through first connecting plate 5 and be connected, second gabion frame 3 links to each other two by two through second connecting plate 6, the relative horizontal plane of first gabion frame 2 is vertical placing, the relative horizontal plane of second gabion frame 3 is horizontal placing.
The first guard plate 202 and the second guard plate 203 are perpendicular to each other, and the first guard plate 202 and the second guard plate 203 are both connected with a first connecting plate 5.
First through holes 2021 are formed in the first protective plate 202 and the second protective plate 203, and the first connecting plate 5 penetrates through the first through holes 2021 through bolts 501 and is connected to the first protective plate 202 and the second protective plate 203 respectively.
The second stone cage 3 is provided with second through holes 3021, and the second connecting plates 6 penetrate through the second through holes 3021 through bolts 501 to connect the second stone cage 3 two by two.
The first stone cage 2 and the second stone cage 3 are both connected with a reinforcing rod 201.
Counterweight stones are filled in the first stone cage 2 and the second stone cage 3.
The working principle is as follows: in the utility model, the machine woven net 4 is coated on the first stone cage frame 2 and the second stone cage frame 3, and counterweight stones are filled in each stone cage frame, wherein, the middle parts of the first stone cage frame 2 and the second stone cage frame 3 are limited by the reinforcing rods 201, the stone cage frame body is prevented from being damaged, after the assembly is completed, the second stone cage frame 3 is horizontally placed on the bottom surface of the river channel or the bottommost layer of the river channel needing to be protected, and the second stone cage frame 3 positioned on the bottom layer is connected in pairs by the second connecting plate 6, the water impact resistance is enhanced, then the first stone cage frame 2 of the first layer is vertically put down, and the bottom surface of the first stone cage frame 2 is ensured to be level with the bottom surface of the second stone cage frame 3, so as to ensure that the first connecting plate 5 in an L shape can connect the first stone cage frame 2 and the second stone cage frame 3 together, then the stone cages are sequentially placed on the water dam 1 according to the height required to be protected by the river channel, and guarantee that follow-up first stone cage 2 of placing exceeds 2 half positions of first stone cage of one row before, a back a set of first backplate 202 is in the second backplate 203 top of a preceding set of, in order to prevent the water corrosion, basalt fiber rope or lead wire are chooseed for use to the net material matter is compiled to the machine, utilize the mode of single production equipment, the shock resistance when installation and the use in the time of not only can being convenient for construct, can also directly change single stone cage in the later maintenance, convenient and fast.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The inclined river channel apron with the gabion structure comprises a dam (1) and a gabion group placed on the dam (1), and is characterized in that the gabion group comprises a first gabion frame (2), a second gabion frame (3) and a woven net (4), the woven net (4) is respectively coated on the first gabion frame (2) and the second gabion frame (3), the first gabion frame (2) is connected with a first protection plate (202) and a second protection plate (203), the first protection plate (202) and the second protection plate (203) are integrally formed with the first gabion frame (2), the second gabion frame (3) is connected with a third protection plate (302), the third protection plate (302) is integrally formed with the second gabion frame (3), the first gabion frame (2) is detachably connected with the second gabion frame (3) through a first connecting plate (5), and the second gabion frame (3) is connected with a second gabion frame (6), the first stone cage frame (2) is vertically placed relative to the horizontal plane, and the second stone cage frame (3) is horizontally placed relative to the horizontal plane.
2. The inclined gabion structure river apron according to claim 1, wherein the first guard plate (202) and the second guard plate (203) are perpendicular to each other, and the first connecting plate (5) is connected to each of the first guard plate (202) and the second guard plate (203).
3. The inclined type gabion structure river course apron according to claim 2, wherein the first apron (202) and the second apron (203) are respectively provided with a first through hole (2021), and the first connecting plate (5) is respectively connected to the first apron (202) and the second apron (203) through the first through hole (2021) by a bolt (501).
4. The inclined type gabion structure river course apron according to claim 1, wherein the second gabion frame (3) is provided with second through holes (3021), and the second connecting plates (6) penetrate through the second through holes (3021) through bolts (501) to connect the second gabion frames (3) in pairs.
5. The inclined gabion structure river course apron according to claim 1, characterized in that reinforcing rods (201) are connected to both the first gabion frame (2) and the second gabion frame (3).
6. The inclined gabion structure river course apron according to claim 5, characterized in that both the first gabion frame (2) and the second gabion frame (3) are filled with counterweight stones.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922342412.4U CN211368595U (en) | 2019-12-24 | 2019-12-24 | Inclined type gabion structure river channel apron |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922342412.4U CN211368595U (en) | 2019-12-24 | 2019-12-24 | Inclined type gabion structure river channel apron |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211368595U true CN211368595U (en) | 2020-08-28 |
Family
ID=72169351
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922342412.4U Expired - Fee Related CN211368595U (en) | 2019-12-24 | 2019-12-24 | Inclined type gabion structure river channel apron |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211368595U (en) |
-
2019
- 2019-12-24 CN CN201922342412.4U patent/CN211368595U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204080768U (en) | Dirty device is blocked in a kind of Reservoir of Hydropower Station | |
| CN204343301U (en) | A kind of Metro station excavation excavation supporting structure | |
| CN106638946A (en) | Connecting structure of reinforced concrete swinging column and reinforced concrete foundation | |
| CN204825914U (en) | A reinforced concrete roof beam and fish belly sill combined supporting structure for complicated plane foundation ditch | |
| CN111549802A (en) | Hanging net guniting equipment for slope protection and using method | |
| CN211368595U (en) | Inclined type gabion structure river channel apron | |
| CN213897180U (en) | Slope greening construction auxiliary device is administered to massif | |
| CN211142857U (en) | Stake woods formula mud-rock flow structure of blocking | |
| CN112095543A (en) | Edge bank wave retaining structure and construction method thereof | |
| CN209636726U (en) | The netted erosion control base slope of lattice guest's gabion | |
| CN213203973U (en) | Protector of hydraulic and hydroelectric engineering side slope | |
| CN206279620U (en) | Reinforced concrete sway post and basic attachment structure | |
| CN215165219U (en) | Reservoir removes dangerous reinforced structure | |
| CN212077809U (en) | Slope protection net is used in construction of rock-fill dam slope of falling into water side | |
| CN211735441U (en) | Side slope protection device for ecological restoration | |
| CN209227546U (en) | The deep basal pit composite supporting construction of double-row pile combination method of center island | |
| CN209339172U (en) | Novel pile plate composite foundation | |
| CN209040075U (en) | A kind of water conservancy buffering uses slope protection device | |
| CN208167639U (en) | A kind of hydraulic engineering ecological supporting structure | |
| CN211171806U (en) | Duplex wave dissipating block | |
| CN218233540U (en) | PLC worker method pile cofferdam anti-seepage device | |
| CN205062673U (en) | Bridge construction drilling platform | |
| CN212896191U (en) | Scour protection water conservancy dykes and dams structure | |
| CN220365010U (en) | Deep foundation pit inclined support supporting structure | |
| CN220685983U (en) | Spillway bottom plate foundation reinforced structure |
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: 20200828 |