CN210482187U - Scour protection water conservancy dykes and dams - Google Patents
Scour protection water conservancy dykes and dams Download PDFInfo
- Publication number
- CN210482187U CN210482187U CN201920717829.1U CN201920717829U CN210482187U CN 210482187 U CN210482187 U CN 210482187U CN 201920717829 U CN201920717829 U CN 201920717829U CN 210482187 U CN210482187 U CN 210482187U
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- plate
- fixing
- water conservancy
- dams
- impingement
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 54
- 239000011148 porous material Substances 0.000 claims description 6
- 238000001125 extrusion Methods 0.000 abstract description 9
- 230000001737 promoting effect Effects 0.000 abstract 1
- 230000035939 shock Effects 0.000 abstract 1
- 208000034699 Vitreous floaters Diseases 0.000 description 9
- 230000003116 impacting effect Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000001012 protector Effects 0.000 description 2
- 230000000703 anti-shock Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
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Abstract
The utility model discloses a scour protection water conservancy dykes and dams, including the dam body, it is domatic to have seted up in the dam body left side, the impingement plate has all been put to the domatic antetheca left and right sides, multiunit align to grid's through-hole has been seted up in the impingement plate, impingement plate rear wall surface mounting has multiunit align to grid's buffer beam, the buffer beam is pegged graft in loop bar roof middle part and loop bar bottom and bottom plate fixed connection, the slurcam is installed to the buffer beam bottom, the spring is installed to the slurcam bottom. The utility model discloses an install protecting against plate, spring and through-hole, can set up in domatic outside through the protecting against plate to with the unrestrained contact of water, realize dykes and dams protecting against shock, protecting against plate atress extrusion buffer beam simultaneously, the spring of buffer beam extrusion slurcam reduces the unrestrained impact force of water, by the water wave of through-hole discharge portion, improves protecting against plate life, reduces the scour protection cost, is fit for extensively promoting and using.
Description
Technical Field
The utility model relates to a dykes and dams technical field specifically is a scour protection water conservancy dykes and dams.
Background
A dam is a water retaining structure which intercepts water flow of river channels to raise the water level or adjust the flow. Can form a reservoir, raise the water level, regulate runoff and concentrate water head, and is used for flood control, water supply, irrigation, hydroelectric power generation, shipping improvement and the like. River regulation buildings for regulating river conditions and protecting shores are also called dams, such as spur dams, forward dams, submerged dams and the like.
The existing anti-scour water conservancy dykes and dams have some defects, such as: current water conservancy dykes and dams do not possess the unrestrained measure of impact of water protection, and dykes and dams are strikeed by the unrestrained impact of water for a long time, damage serious, and maintenance cost is high, the unable timely clearance of floater on the surface of water, leads to the floater to strike dykes and dams or protector repeatedly, influences dykes and dams or protector life scheduling problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a scour protection water conservancy dykes and dams through installing impingement baffle, spring and through-hole, can set up in domatic outside through the impingement baffle to with the unrestrained contact of water, realize dykes and dams scour protection, impingement baffle atress extrusion buffer beam simultaneously, the spring of buffer beam extrusion slurcam reduces the unrestrained impact force of water, by the unrestrained of through-hole discharge portion water, improves impingement baffle life, reduces the scour protection cost, has solved the problem that proposes in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a scour protection water conservancy dykes and dams, includes the dam body, it is domatic has been seted up in the dam body left side, the scour protection board has all been put to the domatic antetheca left and right sides, multiunit align to grid's through-hole has been seted up in the scour protection board, the dashboard rear wall surface mounting has multiunit align to grid's buffer beam, the buffer beam is pegged graft in loop bar roof middle part and loop bar bottom and bottom plate fixed connection, the slurcam is installed to the buffer beam bottom, the spring is installed to the slurcam bottom, domatic equal fixed mounting in the left and right sides that is close to the bottom plate has the fixed plate, the fixed slot has been seted up to one side that is.
As a preferred embodiment of the utility model, impingement baffle antetheca mid-mounting has the spout, the spout embeds there is the slider, the mouth type orifice plate is installed in the slider outside, the kicking block is installed to mouth type orifice plate bottom.
As a preferred embodiment of the utility model, the spiral shell piece is all installed at fixed foot outside top and middle part, the screw rod has been put in the outside that fixed foot is close to the spiral shell piece, the screw rod runs through the spiral shell piece of fixed plate outer wall and screw rod and fixed foot and connects soon.
As a preferred embodiment of the present invention, the fixing cone is installed at the top and the bottom of the inner side of the fixing plate.
As a preferred embodiment of the utility model, the hooks are arranged on the inner wall of the mouth-shaped pore plate and are uniformly arranged in a plurality of groups.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model relates to a scour protection water conservancy dykes and dams through installing impingement baffle, spring and through-hole, can set up in domatic outside through the impingement baffle to with the unrestrained contact of water, realize dykes and dams scour protection, impingement baffle atress extrusion buffer beam simultaneously, the spring of buffer beam extrusion slurcam reduces the unrestrained impact force of water, by the unrestrained of through-hole discharge portion water, improves impingement baffle life, reduces the scour protection cost.
2. The utility model relates to a scour protection water conservancy dykes and dams, through installing mouth of a mould orifice plate and kicking block, can float on the surface of water through the kicking block, the slider that drives mouth of a mould orifice plate reciprocates in the spout, collects the heavier floater of quality in the unrestrained by mouth of a mould orifice plate, prevents that the floater from frequently impacting the guard plate, alleviates floater impact problem.
3. The utility model relates to a scour protection water conservancy dykes and dams through installing the protecting shield, can set up the multiunit protecting shield according to domatic area, splices into the anti-impact face by the multiunit protecting shield, can change or overhaul single unit protecting shield alone, reduces the later stage and changes the protecting shield cost, and the later stage of being convenient for overhauls the degree of difficulty.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic view of the overall structure of an anti-scour water conservancy dam of the utility model;
fig. 2 is a schematic view of the entire left-side view structure of the scour prevention water conservancy dam of the present invention;
fig. 3 is a schematic top view cross-sectional structure view of a connection portion of a bottom plate and a fixing plate of an anti-scour water conservancy dam of the present invention;
FIG. 4 is a schematic cross-sectional view of the connecting portion of the loop bar and the buffer bar of the anti-scour water conservancy dam of the present invention;
fig. 5 is a schematic view of the top view structure of the mouth-shaped orifice plate of the scour protection water conservancy dam of the present invention.
In the figure: 1. a dam body; 2. a screw; 3. a fixing plate; 4. a base plate; 5. a loop bar; 6. a buffer rod; 7. a fender; 8. a chute; 9. a slider; 10. a mouth-shaped orifice plate; 11. floating blocks; 12. a through hole; 13. a screw block; 14. a push plate; 15. a spring; 16. a slope surface; 17. fixing grooves; 18. a fixing leg; 19. a fixed cone; 20. and (4) hanging hooks.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
Referring to fig. 1-5, the present invention provides a technical solution: the utility model provides a scour protection water conservancy dykes and dams, includes the dam body 1, domatic 16 has been seted up in 1 left side of the dam body, impingement baffle 7 has all been put to the domatic 16 antetheca left and right sides, multiunit align to grid's through-hole 12 has been seted up in impingement baffle 7, 7 back wall surface mounting of impingement baffle have multiunit align to grid's buffer beam 6, buffer beam 6 pegs graft in 5 roof middle parts of loop bar and 5 bottoms of loop bar and 4 fixed connection of bottom plate, catch bar 14 is installed to 6 bottoms of buffer beam, spring 15 is installed to 14 bottoms of catch bar, domatic 16 is close to the equal fixed mounting in the left and right sides of bottom plate 4 has fixed plate 3, be close to one side of bottom plate 4 in the fixed plate 3 and seted up fixed slot 17, fixed slot 17 embeds there is fixed foot 18 and fixed.
In this embodiment (as shown in fig. 1, fig. 2 and fig. 4) through installing impingement plate 7, spring 15 and through-hole 12, can set up in domatic 16 outside through impingement plate 7, and with the unrestrained contact of water, realize dykes and dams scour protection, 7 atress extrusion buffer beam 6 of impingement plate simultaneously, 6 extrusion slurcam 14's of buffer beam spring 15, reduce the unrestrained impact force of water, by the unrestrained of 12 discharge parts water of through-hole, improve impingement plate 7 life, reduce the scour protection cost, through installing impingement plate 7, can set up multiunit impingement plate 7 according to domatic area, it prevents the dash face to splice into by multiunit impingement plate 7, can change or overhaul single unit impingement plate 7 alone, reduce later stage and change impingement plate 7 cost, and be convenient for the later stage maintenance degree of difficulty.
Wherein, impingement baffle 7 antetheca mid-mounting has spout 8, spout 8 embeds there is slider 9, mouth shape orifice plate 10 is installed in the slider 9 outside, floating block 11 is installed to mouth shape orifice plate 10 bottom.
In this embodiment (as shown in fig. 1 and 2), by installing the mouth-shaped pore plate 10 and the floating block 11, the floating block 11 can float on the water surface, the sliding block 9 of the mouth-shaped pore plate 10 is driven to move up and down in the sliding chute 8, and the mouth-shaped pore plate 10 collects the floaters with heavier mass in the water waves, so as to prevent the floaters from frequently impacting the protection plate 7.
The top and the middle of the outer side of the fixed foot 18 are both provided with a screw block 13, the outer side of the fixed foot 18 close to the screw block 13 is provided with a screw rod 2, and the screw rod 2 penetrates through the outer wall of the fixed plate 3 and the screw rod 2 is screwed with the screw block 13 of the fixed foot 18.
In this embodiment (as shown in fig. 1, 2 and 3), by installing the screw block 13 and the screw rod 2, the screw block 13 and the screw rod 2 can be screwed, so that the fixing pin 18 and the fixing plate 3 are actively fixed, and the erosion prevention device is convenient to replace or maintain in the later period.
Wherein, the top and the bottom of the inner side of the fixed plate 3 are both provided with a fixed cone 19.
In this embodiment (as shown in fig. 1), by installing the fixing cone 19, the fixing degree of the fixing plate 3 can be increased by the fixing cone 19, and the stable operation of the anti-impact device is ensured.
Wherein, a plurality of groups of hooks 20 which are uniformly arranged are arranged on the inner wall of the mouth-shaped pore plate 10.
In this embodiment (as shown in fig. 5), the hook 20 is installed, so that the light-weight floating objects in the mouth-shaped hole plate 10 can be hooked by the hook 20, and the light-weight floating objects can be prevented from floating out by water waves.
The working principle is as follows: it should be noted that the utility model relates to a scour protection water conservancy dykes and dams, including dam body 1, screw rod 2, fixed plate 3, bottom plate 4, loop bar 5, buffer rod 6, impingement baffle 7, spout 8, slider 9, mouth type orifice plate 10, floating block 11, through-hole 12, spiral shell piece 13, pushing plate 14, spring 15, domatic 16, fixed slot 17, fixed foot 18, the part is general standard component or the part that technical personnel in this field know, its structure and principle all are that this technical personnel can learn through the technical manual or obtain through conventional test method, when a scour protection water conservancy dykes and dams use, through installing impingement baffle 7, spring 15 and through-hole 12, can set up in the domatic 16 outside through impingement baffle 7, and with the unrestrained contact of water, realize scour protection, impingement protection baffle 7 atress extrusion buffer rod 6 simultaneously, buffer rod 6 extrudes spring 15 of pushing plate 14, reduce the unrestrained impact force of water, by through-hole 12 discharge portion water is unrestrained, improve 7 life of impingement baffle, reduce the scour protection cost, through installing mouth type orifice plate 10 and kicking block 11, can float on the surface of water through kicking block 11, the slider 9 that drives mouth type orifice plate 10 reciprocates in spout 8, collect the heavier floater of interior quality of water unrestrained by mouth type orifice plate 10, prevent that the floater from frequently impacting the impingement baffle 7, through installing impingement baffle 7, can set up multiunit impingement baffle 7 according to domatic area, splice into the antishock face by multiunit impingement baffle 7, can change or overhaul singly to singly organizing impingement baffle 7, reduce 7 costs of later stage change impingement baffle, and the later stage of being convenient for overhauls the degree of difficulty, the result of use is comparatively ideal.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides an scour protection water conservancy dykes and dams, includes dam body (1), its characterized in that: a slope surface (16) is arranged at the left side of the dam body (1), impingement baffles (7) are arranged at the left side and the right side of the front wall of the slope surface (16), a plurality of groups of through holes (12) which are uniformly arranged are arranged in the impingement plate (7), a plurality of groups of buffer rods (6) which are uniformly arranged are arranged on the surface of the rear wall of the impingement plate (7), the buffer rod (6) is inserted in the middle of the top wall of the loop bar (5), the bottom of the loop bar (5) is fixedly connected with the bottom plate (4), a pushing plate (14) is arranged at the bottom of the buffer rod (6), a spring (15) is arranged at the bottom of the pushing plate (14), the left side and the right side of the slope surface (16) close to the bottom plate (4) are both fixedly provided with a fixing plate (3), a fixing groove (17) is arranged on one side of the fixing plate (3) close to the bottom plate (4), the fixing groove (17) is internally provided with a fixing pin (18), and one end of the fixing pin (18) far away from the fixing plate (3) is fixedly connected with the bottom plate (4).
2. An anti-scour water conservancy dyke according to claim 1 wherein: impingement baffle (7) antetheca mid-mounting has spout (8), spout (8) embed has slider (9), mouth type orifice plate (10) are installed in slider (9) outside, floating block (11) are installed to mouth type orifice plate (10) bottom.
3. An anti-scour water conservancy dyke according to claim 1 wherein: screw blocks (13) are installed at the top and the middle of the outer side of each fixing foot (18), a screw rod (2) is arranged on the outer side, close to each screw block (13), of each fixing foot (18), and the screw rod (2) penetrates through the outer wall of the fixing plate (3) and is connected with the screw blocks (13) of the fixing feet (18) in a rotating mode.
4. An anti-scour water conservancy dyke according to claim 1 wherein: and the top and the bottom of the inner side of the fixing plate (3) are both provided with a fixing cone (19).
5. An anti-scour water conservancy dam as claimed in claim 2, wherein: the inner wall of the mouth-shaped pore plate (10) is provided with a plurality of groups of hooks (20) which are uniformly arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920717829.1U CN210482187U (en) | 2019-05-20 | 2019-05-20 | Scour protection water conservancy dykes and dams |
Applications Claiming Priority (1)
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CN201920717829.1U CN210482187U (en) | 2019-05-20 | 2019-05-20 | Scour protection water conservancy dykes and dams |
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CN210482187U true CN210482187U (en) | 2020-05-08 |
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CN201920717829.1U Expired - Fee Related CN210482187U (en) | 2019-05-20 | 2019-05-20 | Scour protection water conservancy dykes and dams |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112343000A (en) * | 2020-10-29 | 2021-02-09 | 郑明华 | Active protection wall body for slope protection |
CN113186872A (en) * | 2021-05-17 | 2021-07-30 | 李圣 | Anti-seepage and anti-impact flood bank for hydraulic engineering and anti-seepage method thereof |
CN113818401A (en) * | 2021-10-21 | 2021-12-21 | 周凯丽 | A prevention of seepage stagnant water structure for on hydraulic and hydroelectric engineering |
CN113846601A (en) * | 2021-08-06 | 2021-12-28 | 江苏省洪泽湖水利工程管理处 | Water conservancy dyke reinforcing apparatus with wave function is kept off in buffering |
CN117552374A (en) * | 2024-01-09 | 2024-02-13 | 淮安市水利勘测设计研究院有限公司 | Slope protection supporting structure for hydraulic engineering |
-
2019
- 2019-05-20 CN CN201920717829.1U patent/CN210482187U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112343000A (en) * | 2020-10-29 | 2021-02-09 | 郑明华 | Active protection wall body for slope protection |
CN113186872A (en) * | 2021-05-17 | 2021-07-30 | 李圣 | Anti-seepage and anti-impact flood bank for hydraulic engineering and anti-seepage method thereof |
CN113846601A (en) * | 2021-08-06 | 2021-12-28 | 江苏省洪泽湖水利工程管理处 | Water conservancy dyke reinforcing apparatus with wave function is kept off in buffering |
CN113818401A (en) * | 2021-10-21 | 2021-12-21 | 周凯丽 | A prevention of seepage stagnant water structure for on hydraulic and hydroelectric engineering |
CN117552374A (en) * | 2024-01-09 | 2024-02-13 | 淮安市水利勘测设计研究院有限公司 | Slope protection supporting structure for hydraulic engineering |
CN117552374B (en) * | 2024-01-09 | 2024-03-19 | 淮安市水利勘测设计研究院有限公司 | Slope protection supporting structure for hydraulic engineering |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200508 |