CN215758811U - River course flood control structure - Google Patents
River course flood control structure Download PDFInfo
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- CN215758811U CN215758811U CN202122039288.1U CN202122039288U CN215758811U CN 215758811 U CN215758811 U CN 215758811U CN 202122039288 U CN202122039288 U CN 202122039288U CN 215758811 U CN215758811 U CN 215758811U
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Abstract
The application discloses river course flood control structure, relate to the technical field of flood control structure, improve river course flood control and still adopting traditional sand bag or gabion net, flood control effect can not reach anticipated effect, the problem that the effect of flood control was not enough embodied when flood is great, including the breakwater, the below of breakwater is provided with buries the end underground, it sets trapezoidal to bury the end laminating river course shape underground, the spliced eye has all been seted up on burying the both sides inclined plane of end underground, the spliced eye upwards extends the top and has seted up the screw hole, all peg graft in the spliced eye and have the stand, the top of stand is provided with the threaded end, the threaded end is provided with first cone with the bottom of screw hole threaded connection stand, first cone upper position is connected with the gusset plate. All pegging graft in this application spliced eye has the stand, and the stand that sets up plays the effect of supporting for the bottom of breakwater, and the bottom of stand is provided with first cone, and the first cone of setting is pegged graft in the river course bottom, makes it possess the impact force that is enough to resist the flood.
Description
Technical Field
The application relates to the technical field of flood control structures, in particular to a river flood control structure.
Background
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. The basic work content of the method comprises flood control planning, flood control construction, management and application of flood control projects, flood control (ice control), flood scheduling and arrangement, post-disaster recovery and reconstruction and the like.
River course flood control among the prior art adopts traditional sand bag or gabion net, but this kind of flood control effect can not reach the expectant effect, and the effect of flood control is not enough to embody when the flood is great.
SUMMERY OF THE UTILITY MODEL
Still adopting traditional sand bag or gabion net in order to improve river course flood control, the flood control effect can not reach the anticipated effect, the problem that the effect of flood control was not enough to embody when flood was great, and this application provides a river course flood control structure.
The application provides a river course flood control structure adopts following technical scheme:
the utility model provides a river course flood control structure, includes the breakwater, the below of breakwater is provided with buries the end underground, it sets to trapezoidal to bury the end laminating river course shape underground, the spliced eye has all been seted up on burying the both sides inclined plane of end underground, the spliced eye upwards extends the top and sets up threaded hole, all peg graft in the spliced eye and have the stand, the top of stand is provided with the screw thread end, screw thread end and screw hole threaded connection the bottom of stand is provided with first cone, first cone is connected with the gusset plate on the upper side of the position.
Through adopting above-mentioned technical scheme, the bottom of stand is provided with first cone, and the first cone of setting is pegged graft in the river course bottom, makes it possess the impact force that is enough to resist the flood.
Optionally, a rotating shaft is arranged between the upright column and the first cone, notches are formed in two sides of the reinforcing plate, and the rotating shaft is arranged in the notches.
Through adopting above-mentioned technical scheme, when the rotatory threaded connection of screw thread end on the stand and the screw hole in the spliced eye, the axis of rotation can rotate in the notch, the convenience when promoting the connection.
Optionally, a first connecting seat is installed on the back of the water baffle, a supporting rod is connected in the first connecting seat, and a second connecting seat is connected to the lower end of the supporting rod.
Through adopting above-mentioned technical scheme, branch can be adjusted to suitable angle under the effect of first connecting seat.
Optionally, a bottom plate is arranged at the bottom of the second connecting seat, and a second cone is symmetrically connected to the bottom of the bottom plate.
Through adopting above-mentioned technical scheme, peg graft in the river course bottom through the second cone, play the effect of support for the rear of breakwater, when the straight face impact breakwater of flood, make it possess powerful resistance.
Optionally, the weight boxes are symmetrically arranged on two sides of the water baffle, and the feed inlet is formed in the upper portion of each weight box.
Through adopting above-mentioned technical scheme, add stone or earth from the charge door in to the weight box before the flood arrives to the dead weight of breakwater promotes, has further promoted the flood control effect.
Optionally, the top of the water baffle is provided with a forward-backward plate, and the inner wall of the forward-backward plate is arc-shaped.
Through adopting above-mentioned technical scheme, the flood strikes to the breakwater, and the back plate in the same direction as through arc inner wall can be in the same direction as back to rivers, on the dykes and dams is washed in the effectual prevention.
In summary, the present application includes at least one of the following benefits:
1. when flood comes, the water baffle is embedded in the river channel through the embedding end, inserting holes are formed in the inclined planes on the two sides of the embedding end of the water baffle, stand columns are inserted in the inserting holes and play a supporting role for the bottom of the water baffle, and a first cone is arranged at the bottom of each stand column and inserted at the bottom of the river channel so as to enable the water baffle to have impact force enough to resist the flood;
2. the back mounted of breakwater has first connecting seat, be connected with branch in the first connecting seat, the branch of setting can be in first connecting seat the swing joint with the angle between the breakwater, the lower extreme of branch is connected with the second connecting seat, the bottom of second connecting seat is provided with the bottom plate, the bottom symmetric connection of bottom plate has the second cone, branch is adjusted to suitable angle, peg graft in the river course bottom through the second cone, play the effect of support for the rear of breakwater, when the breakwater is strikeed directly to the face to the flood, make it possess powerful ability of keeping out.
Drawings
FIG. 1 is a front perspective view of the overall structure of the present embodiment;
FIG. 2 is a front view of the structure of the columns and the reinforcing plates of the present embodiment;
FIG. 3 is a schematic front sectional view of the water guard plate structure of the present embodiment;
fig. 4 is a rear perspective view of the overall structure of the present embodiment.
Description of reference numerals: 1. a water baffle; 101. inserting holes; 102. a threaded hole; 2. burying the end; 3. a column; 301. a threaded end; 302. a rotating shaft; 303. a first cone; 4. a reinforcing plate; 401. a notch; 5. a weight box; 501. a feed inlet; 6. reversing the plate; 7. a first connecting seat; 8. a strut; 9. a second connecting seat; 10. a base plate; 11. and a second cone.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
Example (b):
the embodiment of the application discloses river course flood control structure. Referring to fig. 1 and 2, the water baffle comprises a water baffle 1, an embedding end 2 is arranged below the water baffle 1, the embedding end 2 is shaped like a trapezoid in a manner of being attached to a river channel, when flood comes, the water baffle 1 is embedded in the river channel through the embedding end 2, inserting holes 101 are formed in two side inclined planes of the embedding end 2 of the water baffle 1, stand columns 3 are inserted into the inserting holes 101, the set stand columns 3 support the bottom of the water baffle 1, first cones 303 are arranged at the bottoms of the stand columns 3, the set first cones 303 are inserted into the bottom of the river channel to enable the stand columns to have impact force enough to resist the flood, reinforcing plates 4 are connected to positions above the first cones 303, the set reinforcing plates 4 can improve stability between two sets of stand columns 3, threaded holes 102 are formed in the upward extending tops of the inserting holes 101, threaded ends 301 are arranged at the tops of the stand columns 3, and are in threaded connection with the threaded holes 102, the upright column 3 and the water baffle plate 1 are connected into a whole through the matching of a threaded end 301 and a threaded hole 102, the integrity is improved, a rotating shaft 302 is arranged between the upright column 3 and a first cone 303, notches 401 are formed in two sides of a reinforcing plate 4, the rotating shaft 302 is arranged in the notch 401, when the threaded end 301 on the upright column 3 is in rotary threaded connection with the threaded hole 102 in the inserting hole 101, the rotating shaft 302 can rotate in the notch 401, the convenience in connection is improved, a first connecting seat 7 is installed on the back surface of the water baffle plate 1, a support rod 8 is connected in the first connecting seat 7, the angle between the support rod 8 and the water baffle plate 1 can be movably adjusted in the first connecting seat 7, a second connecting seat 9 is connected at the lower end of the support rod 8, a bottom plate 10 is arranged at the bottom of the second connecting seat 9, a bottom plate 11 is symmetrically connected at the bottom of the bottom plate 10, the support rod 8 is adjusted to a proper angle, and is inserted into the bottom of a river channel through a second cone 11, the water baffle plate 1 has a supporting function for the rear part of the water baffle plate 1, and has strong resisting capability when flood straight impacts the water baffle plate 1.
Referring to fig. 3, weight box 5 is installed to breakwater 1's bilateral symmetry, and charge door 501 has been seted up to weight box 5's top, adds stone or earth in the weight box 5 from charge door 501 before the flood arrives to breakwater 1's dead weight promotes, has further promoted flood control effect.
Referring to fig. 1, the top of breakwater 1 is provided with in the same direction as back board 6, and the inner wall of in the same direction as back board 6 sets to the arc, and the flood strikes breakwater 1, and in the same direction as back board 6 through the arc inner wall can be in the same direction as back to rivers, on the effectual dykes and dams that prevent to dash.
The implementation principle of the river flood control structure of the embodiment of the application is as follows:
connect stand 3 and breakwater 1 into an organic whole through threaded end 301 and screw hole 102 threaded connection, first cone 303 is pegged graft in the river course bottom, and branch 8 is adjusted to suitable angle, pegs graft in the river course bottom through second cone 11, plays the effect of support for the rear of breakwater 1, adds stone or earth in last from charge door 501 to weight box 5 to breakwater 1's dead weight promotes, has further promoted the flood control effect.
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 (6)
1. The utility model provides a river course flood control structure, includes breakwater (1), its characterized in that: the water baffle is characterized in that an embedding end (2) is arranged below the water baffle (1), the embedding end (2) is attached to a river channel, the shape of the river channel is trapezoidal, inserting holes (101) are formed in inclined planes of two sides of the embedding end (2), threaded holes (102) are formed in the tops of the inserting holes (101) in an upward extending mode, stand columns (3) are inserted into the inserting holes (101), threaded ends (301) are arranged at the tops of the stand columns (3), the threaded ends (301) are in threaded connection with the threaded holes (102), first cones (303) are arranged at the bottoms of the stand columns (3), and reinforcing plates (4) are connected to the upper positions of the first cones (303).
2. A river flood control structure according to claim 1, wherein: be provided with axis of rotation (302) between stand (3) and first cone (303), notch (401) have been seted up to the both sides of gusset plate (4), axis of rotation (302) set up in notch (401).
3. A river flood control structure according to claim 1, wherein: the back surface of the water baffle plate (1) is provided with a first connecting seat (7), a supporting rod (8) is connected into the first connecting seat (7), and the lower end of the supporting rod (8) is connected with a second connecting seat (9).
4. A river flood control structure according to claim 3, wherein: the bottom of the second connecting seat (9) is provided with a bottom plate (10), and the bottom of the bottom plate (10) is symmetrically connected with a second cone (11).
5. A river flood control structure according to claim 1, wherein: the weight box (5) is symmetrically installed on two sides of the water baffle (1), and the feed inlet (501) is formed in the upper portion of the weight box (5).
6. A river flood control structure according to claim 1, wherein: the top of the water baffle (1) is provided with a forward-backward plate (6), and the inner wall of the forward-backward plate (6) is arc-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122039288.1U CN215758811U (en) | 2021-08-26 | 2021-08-26 | River course flood control structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122039288.1U CN215758811U (en) | 2021-08-26 | 2021-08-26 | River course flood control structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215758811U true CN215758811U (en) | 2022-02-08 |
Family
ID=80079242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122039288.1U Active CN215758811U (en) | 2021-08-26 | 2021-08-26 | River course flood control structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215758811U (en) |
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2021
- 2021-08-26 CN CN202122039288.1U patent/CN215758811U/en active Active
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