CN214832343U - River course flood control structure - Google Patents
River course flood control structure Download PDFInfo
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- CN214832343U CN214832343U CN202120271348.XU CN202120271348U CN214832343U CN 214832343 U CN214832343 U CN 214832343U CN 202120271348 U CN202120271348 U CN 202120271348U CN 214832343 U CN214832343 U CN 214832343U
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- baffle
- river
- flood control
- control structure
- flood
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Abstract
The utility model belongs to the technical field of hydraulic engineering and specifically relates to a river course flood control structure is related to, its bank is equipped with the bottom plate on the bank, and the bottom plate has arranged the polylith along bank length direction, and every bottom plate is kept away from that river course center one end all articulates there is the baffle, all runs through on every baffle and has the through-hole, all runs through on every bottom plate and has the connecting hole, is equipped with in every connecting hole and connects the rope, connects in the rope extends to the through-hole. This application has the setting of simplifying the flood control facility, makes things convenient for the effect of flood control facility installation and maintenance.
Description
Technical Field
The application relates to hydraulic engineering's field especially relates to a river course flood control structure.
Background
Flood control refers to countermeasures, measures and methods for protecting humans from flood damage. According to the flood law and the flood disaster characteristics, various countermeasures and measures are researched and adopted to prevent or alleviate the flood disaster and guarantee the water conservancy work of social and economic development.
In rainy season, the precipitation is large, the river flow in the river channel is increased sharply, and the river rises and exceeds the depth of the river channel, so flood disasters are caused to residents on two sides of the river channel. Before a rainy season comes, flood control facilities are arranged on two banks of a river channel to control flood.
In view of the above-mentioned related technologies, the inventor believes that most flood protection facilities are large in size and cumbersome to install and maintain.
SUMMERY OF THE UTILITY MODEL
In order to simplify the setting of flood protection facility, make things convenient for flood protection facility installation and maintenance, this application provides a river course flood control structure.
The application provides a pair of river course flood control structure adopts following technical scheme:
the utility model provides a river course flood control structure, includes the bank, be equipped with the bottom plate on the bank, the polylith, every of having arranged along bank length direction of bottom plate one end all articulates in the middle of keeping away from the river course has a baffle, every it has the through-hole, every all to run through on the baffle it has the connecting hole, every all to run through on the bottom plate be equipped with in the connecting hole and connect the rope, it extends to in the through-hole to connect the rope.
By adopting the technical scheme, the river bank is used for arranging the bottom plate; the bottom plate is used for supporting the baffle; the baffle is used for blocking flood; the connecting rope penetrates through the through hole and the connecting hole to connect the baffle with the fixed plate, and the rotating angle of the baffle is limited. When setting up the flood control structure, fix the bottom plate on the top surface of river bank, the polylith fixed plate closely arranges along the length direction of river bank, accomplishes the setting of flood control structure promptly, change when overhauing have a problem the bottom plate can, the setting and the maintenance of flood control structure are more convenient. The flood comes temporarily, and the baffle upwards rotates under the effect of flood buoyancy, and the baffle blocks that the flood gushes into to the city, connects the rope and pulls the turned angle that the baffle made and keep between 0 to 90 degrees, guarantees the flood control effect of baffle.
Optionally, a plurality of floating balls are arranged between the baffle and the bottom plate and are arranged on the baffle at intervals.
Through adopting above-mentioned technical scheme, the flood comes temporarily, and the floater remains the state of floating on the surface of water all the time under the effect of flood buoyancy, and the floater promotes the baffle and rotates, makes the baffle upwards rotate and produce the effect of blockking to the flood, reduces because baffle self gravity and flood erode the condition that the baffle that the direction leads to is difficult to expand and appear.
Optionally, the baffle is last to have seted up the hole of permeating water, it is a plurality of to permeate water the hole interval arrangement, the escape canal has been seted up on the bank, the escape canal extends along the length direction of bank.
Through adopting above-mentioned technical scheme, when the flood condition appeared, in the flood discharged and got into the escape canal from the hole of permeating water, the flood discharged to the flood discharge district in from the escape canal, reduced flood to baffle and pressure, promoted the flood control effect of baffle.
Optionally, the side wall of the baffle is provided with a first connecting block, the baffle is provided with a second connecting block while being far away from the first connecting block, and the first connecting block and the second connecting block between the baffles are vertically overlapped.
Through adopting above-mentioned technical scheme, connect through first connecting block and second connecting block between the adjacent baffle, when the baffle is difficult to rotate by the buoyancy of self and carries out blockking of flood, adjacent baffle rotates and drives the baffle rotation, realizes the linkage between the baffle, promotes the effect that blocks to flood.
Optionally, a clamping groove is formed in the baffle, the width of the clamping groove is gradually increased along the depth direction of the clamping groove, the clamping grooves of the baffle are mutually communicated, and a connecting strip is connected in the clamping groove in a clamping mode.
Through adopting above-mentioned technical scheme, the baffle passes through draw-in groove and connecting strip interconnect, and when the baffle was difficult to rotate by the buoyancy of self and carries out blockking of flood, adjacent baffle passed through the connecting strip and drives the baffle rotation, realizes the linkage between the baffle, promotes the effect that blocks to flood.
Optionally, an arc-shaped guide plate is arranged at one end of the baffle.
Through adopting above-mentioned technical scheme, the flood erodees on the baffle, and the flood flows to the guide plate along the baffle on, and curved guide plate guides the flood to the river course centre, and in the river course was got back to the flood again, further dwindled the influence of flood to living people in the city.
Optionally, a cavity is formed in the guide plate.
Through adopting above-mentioned technical scheme, the guide plate keep floating the state on the surface of water all the time under the effect of cavity, and the guide plate drives the baffle and rotates, keeps the baffle to the effect that blocks of flood, promotes the effect that blocks of flood.
Optionally, a gabion mesh is arranged on the side wall of the river bank.
Through adopting above-mentioned technical scheme, the gabion net is consolidated the river bank surface, reduces the flood and to the washing away of river bank, reduces the soil erosion and water loss of river bank, promotes the stability of river bank, promotes flood control effect.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the bottom plate is fixed on the top surface of the river bank, the fixing plates are tightly distributed along the length direction of the river bank, the baffle plate and the connecting rope are arranged on the bottom plate, the flood control structure is arranged, the bottom plate, the baffle plate or the connecting rope with problems is replaced during maintenance, and the flood control structure is more convenient to arrange and maintain;
2. the adjacent baffles are connected through the first connecting block and the second connecting block, the acting force for driving the baffles to rotate exists between the baffles, the linkage between the baffles is realized, and the blocking effect on flood is improved.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a schematic view showing the internal structure of the baffle.
Fig. 3 is a schematic diagram showing the structure of the baffle.
Description of reference numerals: 1. river banks; 2. a base plate; 3. a baffle plate; 4. connecting ropes; 5. a floating ball; 6. a baffle; 7. water permeable holes; 8. a drainage ditch; 9. a first connection block; 10. a second connecting block; 11. a card slot; 12. a connecting strip; 13. a through hole; 14. connecting holes; 15. a cavity; 16. gabion mesh; 17. and (5) fixing the rod.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses river course flood control structure. Referring to fig. 1, river course flood control structure includes river bank 1, and 1 lateral wall upper berth of river bank is equipped with gabion net 16, and gabion net 16 protects river bank 1, reduces the flood and to the washing away of river bank 1, reduces the soil erosion of river bank 1, promotes the stability of river bank 1, promotes the effect of resisting of river bank 1 to the flood.
Referring to fig. 1 and 2, a plurality of bottom plates 2 are arranged on the top surface of a river bank 1, the bottom plates 2 are fixed on the top surface of the river bank 1 through anchor bolts, and the plurality of bottom plates 2 are closely arranged along the length direction of the river bank 1. Every bottom plate 2 keeps away from that one end all articulates in the middle of the river course has baffle 3, all runs through on every baffle 3 has through-hole 13, is equipped with dead lever 17 in the through-hole 13, all runs through on every bottom plate 2 has connecting hole 14, all is equipped with in every connecting hole 14 and connects rope 4, connects 4 one end windings of rope on bottom plate 2, and the other end extends to in through-hole 13, and the winding is on dead lever 17. The baffle 3 is equipped with the floater 5 towards 2 one sides of bottom plate, and 5 intervals of floater are arranged at 3 width direction both ends of baffle, and the floater 5 is arranged a plurality ofly along 1 length direction interval on river bank, and floater 5 passes through the rope and is connected with baffle 3. The flood drives 5 come-up floats of floater, and 5 promotion baffles 3 upwards rotate of floater, and baffle 3 blocks the flood and floods into the city, realizes the flood control. Only need dismantle the change with impaired bottom plate 2, baffle 3 or floater 5 during the maintenance can, the maintenance process is more simple and convenient.
Referring to fig. 2, the baffle 3 has an arc-shaped guide plate 6 integrally formed on the top thereof, and a cavity 15 is formed in the arc-shaped guide plate 6. Flood erodes baffle 3 to flow to baffle 6 along baffle 3, cavity 15 provides buoyancy and makes baffle 6 keep in the surface of water top, and baffle 6 guides flood to flow in the river course, reduces flood that flood erodees the in-process and spreads into the city, reduces the influence of flood to the city.
Referring to fig. 1 and 2, all having seted up hole 7 of permeating water on every baffle 3, the setting of river course one end downward sloping is kept away from to hole 7 of permeating water, and 7 intervals in hole of permeating water are arranged a plurality ofly, and river course one side is kept away from to river bank 1 and the escape canal 8 has been seted up, and escape canal 8 extends along 1 length direction of river bank. Flood water scours on baffle 3, and partly flood water passes through the hole 7 of permeating water on baffle 3 and flows to the city, and flood water flows into escape canal 8, and escape canal 8 introduces flood water into flood discharge district.
Referring to fig. 2 and 3, a first connecting block 9 is arranged on the side wall of the baffle 3, a second connecting block 10 is arranged on the side wall of the baffle 3 far away from the first connecting block 9, and the first connecting block 9 and the second connecting block 10 between adjacent baffles 3 are vertically overlapped. Every baffle 3 deviates from all seted up draw-in groove 11 on the river course one side, and the length direction of draw-in groove 11 is parallel with the length direction of river bank 1, and the degree of depth direction crescent along draw-in groove 11 is followed to the width of draw-in groove 11, and many draw-in grooves 11 communicate each other, and the joint has connecting strip 12 in the draw-in groove 11, and connecting strip 12 connects polylith baffle 3. When floater 5 promoted baffle 3 and upwards rotated, baffle 3 drove connecting strip 12 and rotates, and first connecting block 9 promotes second connecting block 10 and rotates, realizes the linkage between baffle 3, reduces the condition that baffle 3 is difficult to promote and leads to the flood control effect to reduce, guarantees the flood control effect of baffle 3.
The implementation principle of the river flood control structure in the embodiment of the application is as follows: the bottom plate 2 and the baffle 3 are prefabricated in a factory, the bottom plate 2 is fixed on the top surface of a river bank 1, the baffle 3 is hinged to the bottom plate 2, the connecting strip 12 is inserted into the clamping groove 11 to achieve interconnection of the baffle plates 3, and the floating ball 5 and the connecting rope 4 are arranged between the baffle plates 3 and the bottom plate 2. The flood comes temporarily, and cavity 15 in floater 5 and the guide plate 6 receives great buoyancy, and then drives baffle 3 and upwards rotates, and baffle 3 blocks the flood, and partial flood flows to escape canal 8 from the hole 7 of permeating water on baffle 3, gets into the flood discharge district under escape canal 8's guide.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a river course flood control structure which characterized in that: including bank (1), be equipped with on bank (1) bottom plate (2), bottom plate (2) have arranged the polylith along bank (1) length direction, every bottom plate (2) keep away from that one end all articulates in the middle of the river course has baffle (3), every it has through-hole (13), every all to run through on baffle (3) all to run through on bottom plate (2) has connecting hole (14), every be equipped with in connecting hole (14) and connect rope (4), connect rope (4) and extend to in through-hole (13).
2. A river flood control structure according to claim 1, wherein: be equipped with floater (5) between baffle (3) and bottom plate (2), floater (5) set up on the baffle, floater (5) are arranged a plurality ofly at interval.
3. A river flood control structure according to claim 1, wherein: seted up hole (7) of permeating water on baffle (3), it is a plurality of to permeate water hole (7) interval arrangement, escape canal (8) have been seted up on river bank (1), the length direction of river bank (1) is followed in escape canal (8) extends.
4. A river flood control structure according to claim 1, wherein: be equipped with first connecting block (9) on baffle (3) lateral wall, baffle (3) are kept away from first connecting block (9) and are equipped with second connecting block (10) in the one side, and are adjacent first connecting block (9) between baffle (3) and second connecting block (10) are superpose from top to bottom.
5. A river flood control structure according to claim 1, wherein: the baffle plate is characterized in that a clamping groove (11) is formed in the baffle plate (3), the width of the clamping groove (11) is gradually increased along the depth direction of the clamping groove (11), the clamping grooves (11) of the baffle plate (3) are communicated with one another, and a connecting strip (12) is connected in the clamping groove (11) in a clamping mode.
6. A river flood control structure according to claim 1, wherein: and one end of the baffle (3) is provided with an arc-shaped guide plate (6).
7. The river flood control structure according to claim 6, wherein: and a cavity (15) is formed in the guide plate (6).
8. A river flood control structure according to claim 1, wherein: and a gabion mesh (16) is arranged on the side wall of the river bank (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120271348.XU CN214832343U (en) | 2021-01-29 | 2021-01-29 | River course flood control structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120271348.XU CN214832343U (en) | 2021-01-29 | 2021-01-29 | River course flood control structure |
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| Publication Number | Publication Date |
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| CN214832343U true CN214832343U (en) | 2021-11-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120271348.XU Active CN214832343U (en) | 2021-01-29 | 2021-01-29 | River course flood control structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116024993A (en) * | 2023-01-09 | 2023-04-28 | 刘俊青 | Slope protection structure for ecological restoration |
-
2021
- 2021-01-29 CN CN202120271348.XU patent/CN214832343U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116024993A (en) * | 2023-01-09 | 2023-04-28 | 刘俊青 | Slope protection structure for ecological restoration |
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