CN113756255B - Dam flood blocking screen - Google Patents
Dam flood blocking screen Download PDFInfo
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- CN113756255B CN113756255B CN202110973581.7A CN202110973581A CN113756255B CN 113756255 B CN113756255 B CN 113756255B CN 202110973581 A CN202110973581 A CN 202110973581A CN 113756255 B CN113756255 B CN 113756255B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The invention provides a dam flood blocking screen which comprises a flood blocking grating and a trapezoidal positioning frame, wherein the flood blocking grating comprises an inclined flood blocking grating and a horizontal pressurizing grating which are fixed with each other, anti-skidding steel brazes inclining backwards are fixed on the bottom surface of the horizontal pressurizing grating, the inclined flood blocking grating and the horizontal pressurizing grating respectively comprise a grid plate, a plurality of inner cross beams, an outer frame and a fixing plate, a plurality of transversely arranged inner cross beams are fixed in the outer frame, and a plurality of rotatable grid plates are arranged between every two adjacent inner cross beams at equal intervals. In order to facilitate the flood barrier to be smoothly and quickly placed into the opening, the inclined flood barrier and the horizontal pressurizing grid are arranged, and through the grid type leak hole design, when the flood barrier is placed, impact force of water flow on the flood barrier can be greatly reduced, so that the flood barrier can be conveniently and quickly placed, meanwhile, the position of the flood barrier can be conveniently corrected in water, water flow blocking is furthest realized, the difficulty degree of flood barrier is greatly reduced, and convenience is provided for workers and people.
Description
Technical Field
The invention belongs to the technical field of flood control, and particularly relates to a dam flood control screen.
Background
Along with the aggravation of climate change and the increase of extreme weather times, rainstorm flood in China is correspondingly increased, for example, flood in the river basin of the Yangtze river in 2020 exceeds flood in the Yangtze river in 1998, so that province flood such as Hunan and Anhui overflows, numerous flood dams have dike-up situations, after the dike-up, flood floods a large amount of farmlands, and the national economic loss is serious.
At present, the social flood control department still has insufficient working efficiency for rescuing the dike after the dike burst, the water flow at the dike burst is turbulent and strong in impact force after the flood control dike burst, the dike burst can be quickly washed away by the water flow when only stones and sand bags are used for flood control, the existing related flood control and dike blocking facilities and equipment fall behind and are difficult to put into the dike burst under the influence of the water flow impact, and some flood control facilities can not be stably tied on a river bed due to poor stability when being put at the dike burst by the efforts of workers, so that the flood control facilities can be quickly washed away and submerged in flood, the time for delaying the water flow speed at the dike burst is too short, sufficient time can not be provided for the burying work of the stones, the sand bags and the subsequent sandy soil, and along with the development of climate change and the storm flood situation, effective flood control measures and efficient flood control technical equipment need to be researched in China.
Based on this, it is necessary to develop a dam flood barrier.
Disclosure of Invention
Aiming at the defects and problems of the existing equipment, the invention provides a dam flood blocking screen which effectively solves the problems that the existing dam breach flood blocking facility lags behind, the difficulty coefficient of putting into a breach is large, a river bed cannot be stably tied, the speed of breach water flow is delayed for too short time, and the breach water flow is quickly washed away by water flow.
The technical scheme adopted by the invention for solving the technical problems is as follows: a dam flood blocking screen comprises flood blocking grids and a trapezoidal positioning frame, wherein the flood blocking grids comprise an inclined flood blocking grid and a horizontal pressurizing grid which are fixed with each other, anti-skidding steel brazes inclining backwards are fixed on the bottom surfaces of the horizontal pressurizing grids, the inclined flood blocking grid and the horizontal pressurizing grid respectively comprise grid plates, a plurality of inner cross beams, an outer frame and a fixing plate, a plurality of transversely arranged inner cross beams are fixed in the outer frame, a plurality of rotatable grid plates are arranged between every two adjacent inner cross beams at equal intervals, linkage convex edges are arranged at the upper end and the lower end of each grid plate, a grid plate connector is connected between every two adjacent grid plates, and the grid plate connector is arranged on the inner cross beams; the fixed plate is fixed at the top of the outer frame, the inner cross beam at the upper end and the lower end of the outer frame is provided with a rotating round table corresponding to the grid plates, a large gear and a small gear are respectively and correspondingly arranged right above two adjacent grid plates in the plurality of grid plates at the upper end of the outer frame, the large gear and the small gear which are arranged in a staggered mode are separated and connected side by side through chains, and the large gear and the small gear are both fixed with the corresponding rotating round tables through connecting columns; trapezoidal positioning frame includes that king pile, king pile bracing, king pile back stay and spud pile, the side is fixed with king pile bracing and king pile back stay respectively around the king pile, and the middle part of king pile and king pile bracing all is fixed with rings, the low side of king pile bracing is fixed with the front end of horizontal pressurization grid, the correspondence is fixed with the position sleeve ring about the king pile, the position sleeve suit is in the position sleeve ring, the high-end of slope flood barrier is fixed with the front side of king pile, and the slope flood barrier bottom surface is fixed with longitudinal support board, the longitudinal support board bottom is fixed with horizontal reinforcing plate.
Furthermore, a positioning groove is formed in the top of the main pile, and a load bearing platform is arranged on the rear support of the main pile.
Furthermore, the surface of the inner cross beam in the middle of the outer frame is provided with a connecting hole matched with the grid plate connector, and the inner cross beams at the upper end and the lower end of the outer frame are correspondingly provided with a placing groove matched with the rotating circular truncated cone.
Further, the longitudinal support plates are correspondingly arranged below the inner cross beams on the inclined flood-blocking grille.
Furthermore, a rectangular slot is correspondingly arranged on the grid plate connector, and the rectangular slot is matched with the linkage convex edge on the grid plate.
Furthermore, the anti-skid steel chisel is correspondingly arranged below the inner cross beam on the horizontal pressurizing grid.
Furthermore, the bull gear and the pinion are both located in the fixed plate.
Furthermore, ground nails are vertically arranged below the main pile rear support.
Furthermore, the longitudinal supporting plate is vertically fixed on the horizontal reinforcing plate, and the front end and the rear end of the horizontal reinforcing plate are respectively fixed on the inclined flood-blocking grille and the main pile.
The invention has the beneficial effects that: aiming at the problem that the conventional flood-blocking facilities fall behind, flood blocking is very difficult to carry out on dikes, and even the dikes do not work completely, so that the consumed manpower and material resources for flood blocking are huge, the dikes can delay the dike breach flow rate to the maximum extent, sufficient time is provided for burying and diking stones, sand bags, sandy soil and the like, dikes can be rapidly and effectively blocked, and the effective guarantee is provided for the safety of people and property behind the dikes.
In order to facilitate the flood barrier to be smoothly and quickly placed into the river mouth, the inclined flood barrier and the horizontal pressurizing grid are arranged, through the grid type leakage hole design, when the flood barrier is placed, impact force generated by water flow on the flood barrier can be greatly reduced, so that the flood barrier can be conveniently and quickly placed, meanwhile, the position of the flood barrier can be conveniently corrected in water, the maximum blocking of the water flow is realized, the difficulty degree of flood barrier is greatly reduced, convenience is provided for labor people, and the pressure of flood can be reduced through the inclined flood barrier, so that the flood barrier can be stably tied on a riverbed.
In order to realize flood blocking and slow down the flow rate of the flood blocking, the openable grid plate is arranged on the inclined flood blocking grid, when the flood blocking screen is placed in the gap, the grid plate is in an open state, after the position of the flood blocking screen is fixed, the grid plate is closed, flood is blocked by the grid plate at the moment, the water flow speed is slowed down, the subsequent gravel and sand landfill operation is guaranteed, and the time for fully banking is provided for the flood blocking screen.
In order to avoid the inconvenience of controlling the closing of the grid plates due to the influence of water pressure, the closing of the grid plates is divided into two times, if all the grid plates are closed at one time, the needed tension is necessarily huge, in order to reduce the burden, a big gear and a small gear are respectively and correspondingly arranged outwards on the adjacent grid plates, and the big gear and the small gear are respectively connected together by using a chain, so that the aim of linkage is fulfilled, the big gear and the small gear are arranged in a staggered manner, the grid plates corresponding to the big gear and the small gear can be regularly arranged, the closed grid plates are prevented from being concentrated at one position, the phenomenon that the grid plates are closed because the water flow is concentrated at one point is avoided, the meaning that the grid plates are closed twice is lost, the regularity of grid plate distribution must be ensured, the water pressure generated by the water flow is uniformly distributed, and the labor force can be saved more.
In order to enable the flood barrier to be stably tied on a riverbed, the horizontal pressurizing grid is arranged, after the grid plate on the horizontal pressurizing grid is closed, the gravity of water borne by the upper side of the grid plate is huge, so that the friction force between the flood barrier and the riverbed can be increased, the stability of the flood barrier is guaranteed, good water flow conditions are provided for subsequent sand bag and sand landfill and dam reconstruction, the friction force between the flood barrier and the riverbed is further increased, the stability of the flood barrier is enhanced, anti-skid steel rods and ground nails are respectively arranged below the horizontal pressurizing grid and a main pile back support, and when the flood barrier is placed, the anti-skid steel rods and the ground nails can be inserted into the riverbed to stabilize the position of the flood barrier.
In order to ensure that the positioning lantern rings on the left side and the right side of the main pile can be stably sleeved on the positioning pile, the positioning pile is sleeved in the positioning lantern rings in advance, then the positioning pile and the positioning lantern rings are fixed through the positioning mechanism, the positioning pile is ensured not to fall off from the positioning lantern rings, therefore, after the flood barrier is placed in a dike breach, the positioning mechanism is quickly taken down, the positioning pile and a river bed can be fixed, through the arrangement, the position of the positioning pile is conveniently calibrated, the problem that the positioning pile is fixed in the river bed in advance and the positioning lantern rings cannot be sleeved with the positioning pile is avoided, the positioning pile can ensure the stability of the flood barrier and the river bed to a large extent, and therefore, the positioning lantern rings can be accurately and unmistakably sleeved on the positioning pile.
Drawings
Fig. 1 is an overall schematic view of the present invention.
Fig. 2 is a front cross-sectional view of a flood barrier structure according to the invention.
FIG. 3 is an enlarged view of the point A in FIG. 2 according to the present invention.
FIG. 4 is an exploded view of the grid and grid connector structure of the present invention.
Fig. 5 is a top view of a beam structure of the present invention.
Fig. 6 is an overall view illustrating a back support structure of a main pile according to the present invention.
Fig. 7 is a front view of a spud construction according to the invention.
FIG. 8 is an enlarged view of the area B in FIG. 7 according to the present invention.
Fig. 9 is a schematic view of embodiment 3 of the present invention.
In the figure: 1. inclining the flood barrier; 2. a horizontal pressurization grid; 201. anti-skid steel chisel; 3. a grid plate; 4. the linkage convex edge 4; 5. an inner cross beam; 501. rotating the circular table; 502. an engagement hole; 6. an outer frame; 7. a grid plate connector; 701. a rectangular slot; 8. a fixing plate; 9. a bull gear; 10. a pinion gear; 11. a chain; 12. a main pile; 13. main pile diagonal bracing; 14. back bracing of the main pile; 141. a load table; 142. a ground nail; 15. a longitudinal support plate; 16. a horizontal reinforcing plate; 17. a hoisting ring; 18. a positioning collar; 19. positioning the pile; 20. an upper clamping ring; 21. a lower clamping ring; 22. a self-locking nut; 23. a fixing pin; 24. positioning the groove; 25. a bevel gear.
Detailed Description
The invention is further illustrated with reference to the following figures and examples.
Example 1: the embodiment aims at providing a dykes and dams flood blocking screen, mainly used decides the flood blocking of dykes and dams mouth, reduces water velocity, provides sufficient time and water conservancy condition for the work people builds the dykes and dams.
As shown in fig. 1 and fig. 6, the flood barrier comprises a flood barrier and a ladder-shaped positioning frame, the ladder-shaped positioning frame supports the entire flood barrier, the flood barrier comprises an inclined flood barrier 1 and a horizontal pressurizing grid 2 fixed to each other, in order to facilitate the smooth and rapid placement of the flood barrier into the flood gate, through the grid-type leakage hole design, when the flood barrier is placed, the impact force of water flow on the flood barrier can be greatly reduced, thereby facilitating the rapid placement of the flood barrier, and simultaneously facilitating the correction of the position of the flood barrier in water, realizing the maximum water flow blockage, greatly reducing the difficulty of flood barrier, providing convenience for workers and people, reducing the pressure of flood by arranging the inclined flood barrier 1, enabling the flood barrier to be stably tied on the riverbed, the bottom surface of the horizontal pressurizing grid 2 is fixed with anti-skid steel pins 201 inclined backwards, the anti-skidding steel chisel 201 is correspondingly arranged below the inner cross beam 5 on the horizontal pressurizing grid 2, the ground nail 142 is vertically arranged below the main pile back support 14, the horizontal pressurizing grid 2 is arranged for enabling the flood barrier to be stably tied on a riverbed, after the grid plate 3 on the horizontal pressurizing grid 2 is closed, the gravity of water borne by the upper side of the grid plate is huge, therefore, the friction force between the flood barrier and the riverbed can be increased, the stability of the flood barrier is ensured, good water flow conditions are provided for subsequent sandbag and sandy soil landfill and dam reconstruction, the friction force between the flood barrier and the riverbed is further increased, the stability of the flood barrier is enhanced, the anti-skidding steel chisel 201 and the ground nail 142 are respectively arranged below the horizontal pressurizing grid 2 and the main pile back support 14, and when the flood barrier is placed, the anti-skidding steel chisel 201 and the ground nail 142 are inserted into the riverbed to stabilize the position of the flood barrier.
As shown in fig. 2, 4 and 5, the inclined flood barrier grid 1 and the horizontal pressurized grid 2 both include a grid plate 3, a plurality of inner beams 5, an outer frame 6 and a fixing plate 8, a plurality of transversely arranged inner beams 5 are fixed in the outer frame 6, a plurality of rotatable grid plates 3 are installed between two adjacent inner beams 5 at equal intervals, linkage convex edges 4 are arranged at the upper end and the lower end of each grid plate 3, a grid plate connector 7 is connected between two adjacent grid plates 3, rectangular slots 701 matched with the linkage convex edges 4 on the grid plates 3 are correspondingly arranged on the grid plate connector 7, the grid plate connector 7 is installed on the inner beams 5, engagement holes 502 matched with the grid plate connector 7 are formed in the surface of the inner beam 5 in the middle of the outer frame 6, an installation space matched with the grid plate connector 7 is provided for the grid plate connector 7, placement grooves matched with the rotary circular truncated cone 501 are correspondingly formed in the inner beams 5 at the upper end and the lower end of the outer frame 6, in order to realize blocking, the blocking and slow down the flow rate of the blocking, an openable grid plate connector 3 is arranged on the inclined flood barrier grid plate connector 1, when the flood barrier grid plate connector is placed in the blocking port, the flood barrier grid plate 3, the flood barrier screen is closed, and the flood barrier dam is fully slowed down, and the flood barrier dam, the flood barrier time of the flood barrier grid plate connector, and the flood barrier dam is guaranteed, and the flood barrier dam.
As shown in fig. 2 and 3, a fixing plate 8 is fixed on the top of an outer frame 6, a rotating circular truncated cone 501 is arranged in an inner cross beam 5 at the upper end and the lower end of the outer frame 6 corresponding to grid plates 3, a large gear 9 and a small gear 10 are respectively and correspondingly arranged right above two adjacent grid plates 3, the large gear 9 and the small gear 10 are both positioned in the fixing plate 8, and the large gear 9 and the small gear 10 which are alternately arranged are separated and connected side by side through a chain 11, the large gear 9 and the small gear 10 are both fixed with the respective corresponding rotating circular truncated cones 501 through connecting columns, so that the grid plates 3 are inconvenient to control to be closed due to the influence of water pressure, the grid plates 3 are closed twice, if all the grid plates 3 are closed once, the required tension is inevitably huge, in order to reduce the burden, the large gear 9 and the small gear 10 are respectively and correspondingly arranged outwards adjacent grid plates 3, the large gear 9 and the small gear 10 are respectively connected together through the chain 11, the purpose of linkage is achieved, the large gear 9 and the small gear 10 are arranged in a staggered manner, the grid plates 3 can be capable of regularly opened, the grid plates 3 are prevented from being regularly arranged at one place, the closed place, the grid plates 3, the phenomenon that the water pressure of water pressure is prevented from being regularly distributed, and the water flow is prevented from being distributed at one place, so that the grid plates 3 is distributed at a little, and the grid plates 3, the labor force of the grid plates can be distributed uniformly distributed, and the labor force of the grid plates which is distributed, and the labor force distributed uniformly distributed.
As shown in fig. 1, the ladder-shaped positioning frame comprises a main pile 12, a main pile diagonal brace 13, a main pile back brace 14 and a positioning pile 19, the front side and the back side of the main pile 12 are respectively fixed with the main pile diagonal brace 13 and the main pile back brace 14, the middle parts of the main pile 12 and the main pile diagonal brace 13 are respectively fixed with a hanging ring 17, so that the whole flood barrier can be conveniently hung, favorable conditions are provided for the movement and the placement of the flood barrier, the top of the main pile 12 is provided with a positioning groove 24, so that the height of the flood barrier can be conveniently increased, the main pile back brace 14 is provided with a loading platform 141, sand bags and other objects after stones can be conveniently placed through the loading platform 141, so that the gravity of the flood barrier can be increased, the flood barrier can be prevented from being washed away by water flow, the lower end of the main pile diagonal brace 13 is fixed with the front end of the horizontal pressurizing grid 2, strengthen the stability of horizontal pressurization grid 2 and slope flood barrier grid 1, the corresponding position lantern ring 18 that is fixed with about the king pile 12, the 19 suit of spud is in position lantern ring 18, the high-end of slope flood barrier grid 1 is fixed with the front side of king pile 12, and slope flood barrier grid 1 bottom surface is fixed with vertical backup pad 15, vertical backup pad 15 corresponds the inner beam 5 below that sets up on slope flood barrier grid 1, vertical backup pad 15 bottom is fixed with horizontal reinforcing plate 16, vertical backup pad 15 vertical fixation is on horizontal reinforcing plate 16, and the front and back end of horizontal reinforcing plate 16 is fixed respectively on slope flood barrier grid 1 and king pile 12, vertical backup pad 15 and horizontal reinforcing plate 16's combination setting can improve the stability when slope flood barrier grid 1 is pressed.
Example 2: on the basis of embodiment 1, as shown in fig. 1, 7 and 8, a positioning mechanism is arranged on a positioning lantern ring 18 which is positioned at the uppermost position, the positioning mechanism comprises an upper clamping ring 20 and a lower clamping ring 21, a fixing pin 23 is arranged on the upper side of the inner end of the lower clamping ring 21, the fixing pin 23 is inserted into a gap between the positioning lantern ring 18 and the positioning pile 19, the positioning pile 19 and the positioning lantern ring 18 are fastened together through the fixing pin 23, so that the positioning pile and the flood barrier can be placed into a dike breach together, a fastening bolt is arranged at the outer end of the upper clamping ring 20 and the outer end of the lower clamping ring 21, a self-locking nut 22 on the fastening bolt is arranged upwards, the positioning pile 19 is convenient to detach through a subsequent tool, in order to ensure that the positioning lantern ring 18 at the left side and the right side of a main pile 12 can be stably sleeved on the positioning pile 19, the positioning pile 19 is sleeved in the positioning lantern ring 18 in advance, then the positioning pile 19 and the positioning lantern ring 18 are fixed through the positioning mechanism, the positioning pile 19 is ensured not to fall off from the positioning lantern ring 18, and the positioning pile 19 can be sleeved on the river bed without error, and the positioning lantern ring 19 can be conveniently, and the positioning pile can be sleeved on the river bed, so that the positioning pile 19 can be accurately.
Claims (9)
1. A dam flood blocking screen is characterized in that: the anti-skid device comprises a flood blocking grating and a trapezoidal positioning frame, wherein the flood blocking grating comprises an inclined flood blocking grating and a horizontal pressurizing grating which are fixed with each other, anti-skid steel brazes inclining backwards are fixed on the bottom surface of the horizontal pressurizing grating, the inclined flood blocking grating and the horizontal pressurizing grating respectively comprise a grid plate, a plurality of inner cross beams, an outer frame and a fixing plate, a plurality of transversely arranged inner cross beams are fixed in the outer frame, a plurality of rotatable grid plates are arranged between every two adjacent inner cross beams at equal intervals, linkage convex edges are arranged at the upper end and the lower end of each grid plate, a grid plate connector is connected between every two adjacent grid plates, and the grid plate connector is arranged on the inner cross beams; the fixed plate is fixed at the top of the outer frame, the inner cross beam at the upper end and the lower end of the outer frame is provided with a rotating round table corresponding to the grid plates, a large gear and a small gear are respectively and correspondingly arranged right above two adjacent grid plates in the plurality of grid plates at the upper end of the outer frame, the large gear and the small gear which are arranged in a staggered mode are separated and connected side by side through chains, and the large gear and the small gear are both fixed with the corresponding rotating round tables through connecting columns; the trapezoidal positioning frame comprises a main pile, a main pile diagonal brace, a main pile rear brace and a positioning pile, the main pile diagonal brace and the main pile rear brace are respectively fixed on the front side and the rear side of the main pile, a hanging ring is fixed in the middle of the main pile and the main pile diagonal brace, the bottom end of the main pile diagonal brace is fixed with the front end of a horizontal pressurizing grid, positioning sleeve rings are correspondingly fixed on the left side and the right side of the main pile, the positioning pile is sleeved in the positioning sleeve rings, the top end of an inclined flood blocking grid is fixed with the front side of the main pile, a longitudinal supporting plate is fixed on the bottom surface of the inclined flood blocking grid, and a horizontal reinforcing plate is fixed at the bottom of the longitudinal supporting plate; bevel gears extend from the connecting ends of the inclined flood-blocking grating and the horizontal pressurizing grating, the number of the bevel gears corresponds to the number of the grid plates between the adjacent inner cross beams one by one, and each bevel gear is connected with the rotating round tables on the inclined flood-blocking grating and the horizontal pressurizing grating through a rotating shaft.
2. A dyke flood barrier according to claim 1, characterized in that: the top of the main pile is provided with a positioning groove, and a load bearing platform is arranged on the rear support of the main pile.
3. An embankment floodgate screen according to claim 1, wherein: the surface of the inner cross beam in the middle of the outer frame is provided with a connecting hole matched with the grid plate connector, and the inner cross beams at the upper end and the lower end of the outer frame are correspondingly provided with a placing groove matched with the rotating circular truncated cone.
4. A dyke flood barrier according to claim 1, characterized in that: the longitudinal support plates are correspondingly arranged below the inner cross beams on the inclined flood-blocking grille.
5. A dyke flood barrier according to claim 1, characterized in that: rectangular slots are correspondingly arranged on the grid plate connector and are matched with the linkage convex edges on the grid plates.
6. An embankment floodgate screen according to claim 1, wherein: and the anti-sliding steel brazes are correspondingly arranged below the inner cross beam on the horizontal pressurizing grid.
7. A dyke flood barrier according to claim 1, characterized in that: the bull gear and the pinion are both located in the fixed plate.
8. A dyke flood barrier according to claim 1, characterized in that: and a ground nail is vertically arranged below the main pile rear support.
9. A dyke flood barrier according to claim 1, characterized in that: the longitudinal supporting plate is vertically fixed on the horizontal reinforcing plate, and the front end and the rear end of the horizontal reinforcing plate are respectively fixed on the inclined flood-blocking grille and the main pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110973581.7A CN113756255B (en) | 2021-08-24 | 2021-08-24 | Dam flood blocking screen |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110973581.7A CN113756255B (en) | 2021-08-24 | 2021-08-24 | Dam flood blocking screen |
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| CN113756255A CN113756255A (en) | 2021-12-07 |
| CN113756255B true CN113756255B (en) | 2023-01-31 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356089A (en) * | 2018-10-15 | 2019-02-19 | 苏州中科先进技术研究院有限公司 | A kind of collapsible flood protection device and collapsible anti-flood wall |
| CN208917780U (en) * | 2018-07-18 | 2019-05-31 | 扬州大学 | A kind of collapsible breach plugging device |
| CN111335252A (en) * | 2020-03-05 | 2020-06-26 | 四川鼎恒建设工程有限公司 | Hydraulic engineering flood prevention and water retaining device and using method |
| CN111979978A (en) * | 2020-08-31 | 2020-11-24 | 贾涛 | Novel block dyke mouth shutoff device |
| JP2021124003A (en) * | 2020-02-07 | 2021-08-30 | 株式会社高橋監理 | Embankment for individual building |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850225B (en) * | 2014-02-21 | 2016-01-06 | 武汉圣禹排水系统有限公司 | Multistage axis gets door express developed |
-
2021
- 2021-08-24 CN CN202110973581.7A patent/CN113756255B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN208917780U (en) * | 2018-07-18 | 2019-05-31 | 扬州大学 | A kind of collapsible breach plugging device |
| CN109356089A (en) * | 2018-10-15 | 2019-02-19 | 苏州中科先进技术研究院有限公司 | A kind of collapsible flood protection device and collapsible anti-flood wall |
| JP2021124003A (en) * | 2020-02-07 | 2021-08-30 | 株式会社高橋監理 | Embankment for individual building |
| CN111335252A (en) * | 2020-03-05 | 2020-06-26 | 四川鼎恒建设工程有限公司 | Hydraulic engineering flood prevention and water retaining device and using method |
| CN111979978A (en) * | 2020-08-31 | 2020-11-24 | 贾涛 | Novel block dyke mouth shutoff device |
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| CN113756255A (en) | 2021-12-07 |
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