CN206607543U - A kind of river course antisilting up structure - Google Patents
A kind of river course antisilting up structure Download PDFInfo
- Publication number
- CN206607543U CN206607543U CN201720317481.8U CN201720317481U CN206607543U CN 206607543 U CN206607543 U CN 206607543U CN 201720317481 U CN201720317481 U CN 201720317481U CN 206607543 U CN206607543 U CN 206607543U
- Authority
- CN
- China
- Prior art keywords
- riverbed
- pressing plate
- river course
- antisilting
- fixed 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
Landscapes
- Revetment (AREA)
Abstract
The utility model is related to the anti-mud device in river course, belongs to field of environmental improvement.A kind of river course antisilting up structure, includes the riverbed pressing plate of plane tabular, and the edge of the riverbed pressing plate is provided with riverbed pressing plate connecting hole, the connection for adjacent riverbed pressing plate；Several air-vents are provided with the middle part of the riverbed pressing plate, for connecting riverbed bottom sludge and water body, includes the railing fixed plate of cuboid, fixing hole is provided with the middle part of railing fixed plate, for non-floating rail；Connected between the railing fixed plate and riverbed pressing plate by rebound.River course antisilting up structure provided by the utility model, the problems such as solving the riverway sludge deposition of puzzlement people for a long time, block river course, polluted river water.River course antisilting up structure makes downtown areas network of rivers river course Regularization, makes quality of river water guaranteed safely, reduces river maintenance cost, protecting ecology civilization.
Description
Technical field
The utility model is related to the device for preventing river course from accumulating mud, more particularly to a kind of river course antisilting up structure.
Background technology
Riverway sludge increasingly has influence on the normal performance of the various functions such as flood control, water drainage, irrigation, water supply, navigation, to recover
River course normal function, promotes the fast continual development of economic society, it is necessary to periodically carry out channel cleanout dredging work, leads to river course
Cross improvement to deepen, broaden, river becomes clear, the working condition and living environment of the masses be improved significantly, realize " water is clear, and river is smooth,
Bank is green ".
Scale is great, it is necessary to expend great manpower and materials always for channel cleanout engineering, river course is contained, draining
Afterwards, river levee mud is removed.For the major trunk roads river that river course is broad, engineering construction is difficult, and main stem is contained, and enters again
One step have impact on the proper drainage of water system.Wasted time and energy by mechanical dredging process, aquatic dynamic plant is caused to river excessive agitation
Thing mortality, water ecological environment is seriously damaged, the destroying infection of ecological environment water body automatical cleaning ability, further
Aggravate the deposition of riverway sludge.And riverbed can be injured in these machine work progress, causes river course offshore region to be damaged, influence
Dam stability, brings the negative effect of recessiveness.
If can effectively prevent riverway sludge to generate and deposit, river sludge can be solved the problems, such as from root.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of river course antisilting up structure, can efficiently prevent riverbed
Accumulate mud in bottom.
A kind of river course antisilting up structure, including several are laid on the riverbed pressing plate of the plane tabular on riverbed, the riverbed
The edge of pressing plate is provided with riverbed pressing plate connecting hole, and the connection of adjacent riverbed pressing plate is used for by connector；The riverbed pressing plate
Middle part be provided with several air-vents；Also include the railing fixed plate of cuboid being laid on riverbank, in railing fixed plate
Middle part be provided with fixing hole, for non-floating rail.
Further, in addition to rebound, the rebound is trisquare shape tabular component, is arranged on railing fixed plate and riverbed
Between pressing plate, connection function is played.Rebound and railing fixed plate, riverbed pressing plate can be connected to one respectively by connector
Rise.
Further, riverbed platen edge is provided with riverbed pressing plate connecting hole.Connector will be adjacent by riverbed pressing plate connecting hole
Riverbed pressing plate link together.Riverbed pressing plate is tabular component, is preferably shaped as rectangle.
Further, the air-vent on riverbed pressing plate is circle.
Further, the length of the riverbed pressing plate is 0.5~10 meter, wide 0.5~10 meter, and thickness is 0.01~0.2 meter.
It is furthermore preferred that the length of the riverbed pressing plate is 0.5~3 meter, wide 0.5~3 meter, thickness is 0.01~0.1 meter.
Further, the air-vent is circle, a diameter of 1~20cm.
Beneficial effect
The beneficial effects of the utility model are, by laying riverbed pressing plate in riverbed bottom, by the mud of riverbed bottom
Covering, impact of the reduction river flow to riverbed bottom sludge, so as to avoid riverbed bottom sludge from concentrating accumulation, blocks river course.
Bed-silt stirring suspension under water impact can also be prevented effectively from, water quality clarity is influenceed.
The riverbed pressing plate uses modular construction, is easy to lay and installs, and can be selected according to different bed configuration patterns
Suitable shape, the riverbed pressing plate of size are selected, it is applied widely.And connected between riverbed pressing plate by connector so that paving
If the riverbed structure of riverbed pressing plate is firm, global shape stable, keep river course pattern constant.
Riverbed pressing plate is laid in riverbed both sides, impact of the current to river course both sides dirt bed is effectively reduced, mud is reduced
Source, protection river cleaning.Riverbank security can effectively be protected again simultaneously, reduce the maintenance cost in follow-up river course.
Fence fixed plate is set on riverbank, makes river course, riverbank integration, is separated by fence with the external world, be easy to unification
Construction and improvement.
River course antisilting up structure provided by the utility model, solve for a long time puzzlement people riverway sludge deposition,
The problems such as blocking river course, polluted river water.River course antisilting up structure makes downtown areas network of rivers river course Regularization, quality of river water is had safely
Ensure, reduce river maintenance cost, protecting ecology civilization promotes harmony between man and nature development.
Brief description of the drawings
Fig. 1 is that the utility model river course antisilting up structure lays schematic diagram；
Fig. 2 is marked the top view in direction by river course antisilting up structure by Fig. 1 arrows；
Wherein：1- riverbeds pressing plate, 11- riverbeds pressing plate connecting hole, 12- air-vents, 2- rebounds, 21- rebound connecting holes,
3- railing fixed plates, 32- fixed plate connecting holes, 31- fixing holes, 4- connectors, 5- water bodys, 6- riverbeds, 7- riverbanks, 8- railings.
Embodiment
With reference to specific embodiments and the drawings, the utility model is expanded on further.
A kind of river course antisilting up structure, as depicted in figs. 1 and 2, including be laid on riverbed 6 riverbed pressing plate 1, be arranged on river
The railing fixed plate 3 of bank 7, and for connecting the rebound 2 of riverbed pressing plate and railing fixed plate.
Riverbed pressing plate 1 is plane tabular component, and in riverbed, the edge of pressing plate sets riverbed pressing plate connecting hole 11, passes through connection
Part 4 connects multiple riverbed pressing plates each other by riverbed pressing plate connecting hole, constitutes the polylith riverbed pressure that riverbed is completely covered
The set face of plate, the mud of riverbed bottom is completely covered, while the soil of riverbed side is also covered all, is effectively prevented
The mud of riverbed bottom is in the presence of current, in the irregular stacking of riverbed bottom after being stirred, and causes bed configuration high
Low injustice, influence flowing water and water quality；Also it is avoided that the impact in water impact, wave to riverbank causes riverbed both sides dirt bed quilt
Erosion, a large amount of sediment settlements cause mud constantly to deposit to riverbed center, polluted river channel, while raising the situation in riverbed.
A kind of riverbed pressing plate of rectangle, riverbed pressing plate connecting hole 11 is provided with the riverbed platen edge of rectangle, by the river
Bed pressing plate connected each other by connector after, be laid on riverbed, it is to avoid water impact both sides riverbed, riverbed bottom deposit become silted up
Mud.The long 2.0m of riverbed pressing plate of rectangle provided in the present embodiment, wide 1.0 meters, thickness is 6cm reinforced concrete plate.It is described
Riverbed pressing plate connecting hole is away from edge 5cm, and riverbed pressing plate connecting hole is circular port, using steel wire rope as connector, by each piece of river
Bed pressing plate is connected as one by riverbed pressing plate connecting hole.As the steel wire rope of connector, riverbed pressing plate is penetrated from top first
One connecting hole at edge, after being passed below the connecting hole, penetrates the connecting hole of adjacent riverbed platen edge, then by this
Pass, finally tie up steel wire rope two ends above connecting hole.This connected mode causes each connector to be absolute construction,
Occur section connecting element infringement during use, overall bonding strength is not also influenceed.In above-mentioned same mode, by riverbed pressure
Plate, rebound and railing fixed plate are interconnected with one another.
Because riverbed bottom sludge still falls within an ecosystem, in order to connect water ecosystem and mud ecosystem
System, is provided with several air-vents 12 in the middle part of riverbed pressing plate, the mass exchange for mud and water body 5.It is easy to aquatile
The migration between water body and mud, is also easy to the gas of the generations such as mud microbial fermentation to discharge.Go out given in the present embodiment
Air-vent 12 is circular port, a diameter of 3cm.The shape of riverbed pressing plate is not limited to certain given shape, art
Personnel also the small size riverbed of suitable shape can be filled up in gap it is envisioned that variously-shaped riverbed pressing plate is fitted to each other
Pressing plate, you can to realize the complete covering to river course.
Railing fixed plate 3 is rectangle, offers the fixing hole 31 for installing railing, railing fixed plate is laid on into riverbank successively
On, non-floating rail 8 is installed inside fixing hole.Rebound be arranged on riverbank upper railing fixed plate and riverbed riverbed pressing plate it
Between, play a part of seamlessly transitting, connect.Rebound 2 is the cement plate of trisquare shape, the angle phase between riverbank, riverbed
Match somebody with somebody.The edge for setting fixed plate connecting hole 32, rebound at railing fixed plate edge is also provided with rebound connecting hole 21, installs
Connector in fixed plate connecting hole 32, rebound connecting hole 21 and connect installed in rebound connecting hole 21, riverbed pressing plate
The connector in hole 11 is connect, riverbed pressing plate, rebound, railing fixed plate are joined together in river course transverse direction.Along river course side
Upwards, connected between rebound adjacent to each other, between riverbed pressing plate and between railing fixed plate also through connector so that
All riverbed pressing plates, rebound, railing fixed plate are connected, and fully covering riverbed effectively prevents silt to riverbank part
In the alluvial of riverbed bottom, it is to avoid mud increases, polluted-water, blocking river course.
After dam is set at river course two ends first, the river inside river course is drained.Then bed-silt is cleaned out.
Bottom of river channel lays riverbed pressing plate, and each riverbed pressing plate is connected to each other by steel wire rope, fixed, and is then laid on riverbank
Railing fixed plate simultaneously sets railing, and rebound is finally laid between railing fixed plate and riverbed pressing plate, and will by steel wire rope
Each rebound is connected as one with riverbed pressing plate, railing fixed plate, realizes comprehensive covering to riverbed.
Claims (8)
1. a kind of river course antisilting up structure, it is characterised in that：The riverbed pressing plate for the plane tabular being laid on including several on riverbed
(1) several air-vents (12), are provided with the middle part of riverbed pressing plate (1)；Adjacent riverbed pressing plate (1) is mutual by connector (4)
Connection；Also include the railing fixed plate (3) being laid on riverbank, railing (8) is provided with railing fixed plate (3).
2. river course antisilting up structure as claimed in claim 1, it is characterised in that：Being provided with the middle part of railing fixed plate (3) is used for
The fixing hole (31) of non-floating rail (8).
3. river course antisilting up structure as claimed in claim 1, it is characterised in that：Railing fixed plate (3) and riverbed pressing plate (1) it
Between be provided with rebound (2), the rebound (2) be trisquare shape tabular component.
4. river course antisilting up structure as claimed in claim 3, it is characterised in that：Riverbed pressing plate (1) edge is provided with riverbed pressure
Plate connecting hole (11)；Railing fixed plate (3) the edge fixed plate connecting hole (32)；Rebound (2) edge was provided with
Cab apron connecting hole (21)；Connector (4) passes through rebound connecting hole (21), riverbed pressing plate connecting hole (11) and fixed plate connecting hole
(32) riverbed pressing plate (1), rebound (2) and railing fixed plate (3) are connected as one.
5. river course antisilting up structure as claimed in claim 3, it is characterised in that：The riverbed pressing plate (1), railing fixed plate (3)
It is rectangle.
6. river course antisilting up structure as claimed in claim 1, it is characterised in that：The air-vent (12) for circle, a diameter of 1~
20cm。
7. the river course antisilting up structure as described in claim 1 or 5, it is characterised in that：The thickness of the riverbed pressing plate (1) is 0.01
~0.2 meter.
8. river course antisilting up structure as claimed in claim 5, it is characterised in that：The length of the riverbed pressing plate (1) is 0.5~10
Rice, it is wide 0.5~10 meter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720317481.8U CN206607543U (en) | 2017-03-29 | 2017-03-29 | A kind of river course antisilting up structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720317481.8U CN206607543U (en) | 2017-03-29 | 2017-03-29 | A kind of river course antisilting up structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607543U true CN206607543U (en) | 2017-11-03 |
Family
ID=60173271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720317481.8U Expired - Fee Related CN206607543U (en) | 2017-03-29 | 2017-03-29 | A kind of river course antisilting up structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607543U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958093A (en) * | 2018-06-29 | 2019-07-02 | 天津德言科技有限公司 | A kind of Ecosystem restoration system hardening bank slope |
-
2017
- 2017-03-29 CN CN201720317481.8U patent/CN206607543U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958093A (en) * | 2018-06-29 | 2019-07-02 | 天津德言科技有限公司 | A kind of Ecosystem restoration system hardening bank slope |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20190047888A1 (en) | Tail water decentralized treatment and drainage system of sewage treatment plant | |
| CN211368589U (en) | Compound ecological revetment structure | |
| CN204356792U (en) | The construction equipment of cofferdam, a kind of river water conservancy diversion | |
| CN102733349B (en) | Method for de-silting lake and constructing lake center island | |
| CN103086570A (en) | Farmland non-point pollution stepped undercurrent dam ecological purification ditch system | |
| CN106192665B (en) | A kind of sponge urban road rain infiltration system and its construction method | |
| CN109371918B (en) | Dam structure with permanent combination of multifunctional drainage box culvert and construction method thereof | |
| CN104358302A (en) | Treatment method for initial rainwater of separate system | |
| CN103898870A (en) | Gabion box ecological gabion river channel slope protection construction method | |
| CN106193245B (en) | A kind of paddy field underground reservoir and its construction method for sponge city | |
| CN202989856U (en) | Ecological riverway system of hydraulic engineering | |
| CN111646574A (en) | Urban river water environment treatment method | |
| CN203021406U (en) | Multistep submerged dam eco-purification channel system for farmland non-point source pollution | |
| CN110862192B (en) | Ecological anti-fouling and slope protection method for protecting water source | |
| CN102373675B (en) | Fabricated culvert member and construction method thereof | |
| CN107761668B (en) | Coastal shore reservoir land-building type revetment structure and construction method thereof | |
| CN206607543U (en) | A kind of river course antisilting up structure | |
| CN107806062B (en) | Construction method of biological filtration slope protection for riverway restoration | |
| CN112921894A (en) | Ecological revetment structure for treating small and medium-sized river channels and revetment method thereof | |
| CN210559648U (en) | Step multi-section undercurrent artificial wet land treating pool | |
| CN104628143A (en) | Wetland decontamination method for drainage systems in ecological irrigation areas | |
| CN209555882U (en) | A kind of hydraulic engineering ecological protection slope | |
| CN204676485U (en) | A kind of Eco-economic Type bank protection structure | |
| CN207277284U (en) | A kind of Combined drawer type bank protection structure | |
| CN110206062A (en) | The dark construction method of underground river shallow embedding is worn under a kind of Urban Underground pipe gallery |
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: 20171103 Termination date: 20210329 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |