CN214695424U

CN214695424U - Prevent water conservancy dykes and dams that collapse

Info

Publication number: CN214695424U
Application number: CN202121093721.3U
Authority: CN
Inventors: 罗江; 刘帆; 刘杰; 胡亮; 徐迪
Original assignee: Sichuan Zhongliyuan Construction Engineering Co ltd
Current assignee: Sichuan Zhongliyuan Construction Engineering Co ltd
Priority date: 2021-05-20
Filing date: 2021-05-20
Publication date: 2021-11-12
Anticipated expiration: 2031-05-20

Abstract

The utility model belongs to the technical field of the water conservancy dykes and dams technique and specifically relates to a prevent water conservancy dykes and dams that collapse is related to, including dykes and dams body, be provided with waterproof component on the dykes and dams body, waterproof component includes the waterproof board, the waterproof board set up in pairs and with dykes and dams this body coupling, drainage channel has been seted up on the dykes and dams body, drainage channel runs through dykes and dams body, two waterproof boards. This application can improve the protective effect of dykes and dams body.

Description

Prevent water conservancy dykes and dams that collapse

Technical Field

The utility model belongs to the technical field of the water conservancy dykes and dams technique and specifically relates to a prevent water conservancy dykes and dams that collapse.

Background

Dykes and dams refer to buildings that are waterproof and block water, and at present, dykes and dams mainly have two categories: the earth-rock dam and the concrete dam can store or retain water.

Among the hydraulic engineering, because the flood peak comes temporarily, water is great to the impact force of dykes and dams, and some dykes and dams take place easily to collapse under the promotion of water, simultaneously, under the effect of seepage flow, and the fine particle in the soil body is constantly taken away from the space of coarse grain by groundwater to lead to the soil body to form the seepage flow passageway that link up, cause the phenomenon that the soil body collapses, influence the protecting effect of dykes and dams.

SUMMERY OF THE UTILITY MODEL

In order to improve the safeguard effect of dykes and dams body, this application provides a prevent water conservancy dykes and dams that collapse.

The application provides a prevent water conservancy dykes and dams that collapses adopts following technical scheme:

the utility model provides a prevent water conservancy dykes and dams that collapse, includes the dykes and dams body, be provided with waterproof component on the dykes and dams body, waterproof component includes the waterproof board, the waterproof board set up in pairs and with dykes and dams body connection, drainage channel has been seted up on the dykes and dams body, drainage channel runs through dykes and dams body, two waterproof boards.

Through adopting above-mentioned technical scheme, waterproof board and dykes and dams this body coupling are convenient for reduce the direct both sides contact with dykes and dams body of rivers to reduce the soil erosion and water loss that dykes and dams body is close to rivers one side, the setting up of drainage channel is convenient for when the water level rises, discharges excessive water, thereby reduces the water level, and then improves the performance of collapsing of dykes and dams body, and then improves the protecting effect of dykes and dams body.

Preferably, the drainage channel is divided into a plurality of water inlet cavities, a plurality of circulation cavities and a plurality of drainage cavities, the water inlet cavities are arranged at intervals, the drainage cavities are arranged at intervals, and the circulation cavities are communicated with the water inlet cavities and the drainage cavities.

Through adopting above-mentioned technical scheme, when the water level rose, water flowed into the circulation intracavity from the water inlet of intake antrum, and then flowed into the drainage chamber, discharged afterwards, and a plurality of intake antrums intervals set up, are convenient for reduce rivers to the impact of dykes and dams body, and rivers assemble to the circulation chamber from a plurality of intake antrums, discharge through a plurality of drainage chambers afterwards, and then can strengthen the performance of collapsing of preventing of dykes and dams body.

Preferably, a drainage mechanism is arranged on the dam body and comprises a baffle assembly, the baffle assembly is connected with the waterproof plate, and the baffle assembly is used for controlling the opening or closing of the water inlet cavity.

Through adopting above-mentioned technical scheme, baffle assembly's setting is used for controlling rivers from drainage channel's the discharge condition, under the normal condition of water level, can close the water inlet of intake antrum to in order to prevent that foreign matter from getting into drainage channel, influence drainage channel's later stage drainage.

Preferably, the baffle assembly is provided with a plurality of and with the intake antrum one-to-one, the baffle assembly includes the baffle, baffle and waterproof board sliding connection, the baffle is used for controlling opening and shutting of the water inlet of intake antrum.

Through adopting above-mentioned technical scheme, the baffle slides on the waterproof board to open or close the water inlet of intake antrum, and then the control rivers reduce the horizontal plane from drainage channel's the discharge condition, thereby reduce the probability that dykes and dams body collapses.

Preferably, the waterproof board is provided with a mounting part, the mounting part is connected with the waterproof board, a plurality of elastic pieces are arranged between the mounting part and the baffle, and two ends of each elastic piece are connected with the mounting part and the baffle.

Through adopting above-mentioned technical scheme, the mounting part is installed the baffle on the waterproof board, is connected through the elastic component between mounting part and the baffle, and when the horizontal plane rose, the buoyancy of water drove the baffle and removes to the mounting part direction, compressed elastic component, and when the water level declined, under the elastic component restoring force effect, the baffle further blocked the water inlet of intake antrum.

Preferably, the baffle is provided with a sliding block, the sliding block is connected with the baffle, and the waterproof board is provided with a sliding groove matched with the sliding block.

Through adopting above-mentioned technical scheme, slider and spout are mutually supported to drive the baffle and reciprocate and then make the water inlet of intake antrum open or close, can make simultaneously that baffle and waterproof board laminate inseparabler, in order to prevent that other impurity from getting into the drainage channel.

Preferably, the drainage mechanism includes water storage component, water storage component be provided with a plurality ofly and with the drainage chamber one-to-one, water storage component includes the storage water tank, the storage water tank is connected with the waterproof board.

Through adopting above-mentioned technical scheme, water flows out in proper order through intake antrum, circulation chamber, drainage chamber from dykes and dams body one side, and the water that flows is collected to setting up of storage water tank to when reducing the horizontal plane, the water economy resource.

Preferably, the water storage tank is provided with a filtering piece, and the filtering piece is connected with the water storage tank.

Through adopting above-mentioned technical scheme, filter the setting of piece and be convenient for filter the water that flows from the drainage chamber, water after the filtration can be used for other usage.

Preferably, a vegetation layer is arranged on the dam body, a water guide pipe is arranged between the water storage tank and the vegetation layer and communicated with the water storage tank, and one end of the water guide pipe faces the vegetation layer.

Through adopting above-mentioned technical scheme, the setting of vegetable layer is convenient for utilize the water in the storage water tank, reduces the waste of water resource, and the water in the storage water tank flows to the vegetable layer through the water duct to water the plant of vegetable layer when not raining.

Preferably, an overflow pipe is arranged on the water storage tank and communicated with the water storage tank.

Through adopting above-mentioned technical scheme, the setting of overflow pipe is convenient for discharge the unnecessary water in the storage water tank.

Drawings

FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;

FIG. 2 is a schematic structural diagram of a water storage module according to an embodiment of the present disclosure;

FIG. 3 is an overall cross-sectional view of an embodiment of the present application;

FIG. 4 is a schematic structural diagram of a baffle assembly according to an embodiment of the present application.

Description of reference numerals: 1. a dam body; 2. a drainage mechanism; 3. a baffle assembly; 31. a baffle plate; 32. a mounting member; 33. an elastic member; 34. a buoyancy plate; 35. a chute; 4. a water storage assembly; 41. a water conduit; 42. a water storage tank; 43. a filter member; 44. a water conduit; 45. a water pump; 46. an overflow pipe; 5. a drainage channel; 51. a water inlet cavity; 52. a flow-through chamber; 53. a drainage cavity; 54. a waterproof member; 6. a reinforcement assembly; 61. a reinforcement; 7. a waterproof assembly; 71. a waterproof sheet; 72. a slider; 8. and (4) a vegetation layer.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses prevent water conservancy dykes and dams that collapse.

Referring to fig. 1, a prevent water conservancy dykes and dams that collapses, including dykes and dams body 1, be provided with on the dykes and dams body 1 and consolidate subassembly 6, consolidate subassembly 6 and be used for consolidating the intensity that dykes and dams body 1 and submarine ground are connected, be provided with waterproof component 7 on the dykes and dams body 1, waterproof component 7 is connected with dykes and dams body 1, is provided with drainage mechanism 2 on the dykes and dams body 1, and drainage mechanism 2 is connected with waterproof component 7, dykes and dams body 1. When the water level is higher, drainage mechanism 2 is used for discharging water to the opposite side from one side of dykes and dams body 1 to reduce the water level, and then reduce the circumstances that dykes and dams body 1 appears collapsing, and then strengthen dykes and dams body 1's protective effect.

Referring to fig. 1 and 2, the waterproof assembly 7 includes a plurality of waterproof boards 71, the number of the waterproof boards 71 in this embodiment is two, two waterproof boards 71 are slidably connected with the dam body 1, the waterproof boards 71 are provided with a plurality of sliding members 72 toward one side of the dam body 1, the cross section of the sliding members 72 is T-shaped, the sliding members 72 are arranged at intervals between the dam body 1 and the waterproof boards 71, the dam body 1 is provided with sliding grooves matched with the sliding members 72, the waterproof boards 71 are fixed with the dam body 1 under the action of the sliding members 72, the two waterproof boards 71 are located at two sides of the dam body 1 along the water flow direction, the two waterproof boards 71 surround the dam body 1, thereby reducing the direct contact of the water flow with two sides of the dam body 1, and further reducing the condition of water and soil loss occurring on the dam body 1.

Referring to fig. 3, a drainage channel 5 is formed in the dam body 1, the drainage channel 5 penetrates through one waterproof plate 71, the dam body 1 and the other waterproof plate 71 along a water flow direction, the drainage channel 5 is divided into three parts, namely a water inlet cavity 51, a circulation cavity 52 and a drainage cavity 53, the circulation cavity 52 is communicated with the water inlet cavity 51 and the drainage cavity 53, and water flows into the water inlet cavity 51, flows through the circulation cavity 52 and then is discharged through the drainage cavity 53. Intake antrum 51 is provided with a plurality ofly and each other not communicate, a plurality of intake antrums 51 are arranged at the interval on dyke body 1, this embodiment intake antrum 51 is two, drainage chamber 53 is provided with a plurality ofly and each other not communicate, a plurality of drainage chamber 53 are arranged at the interval on dyke body 1, circulation chamber 52 and a plurality of intake antrums 51, a plurality of drainage chamber 53 communicate, for the condition that further reduces the interior soil erosion and water loss of circulation chamber 52, be provided with waterproof piece 54 on the lateral wall of circulation chamber 52, waterproof piece 54 bonds with dyke body 1, waterproof piece 54 is the polyethylene polypropylene fibre material, waterproof piece 54 is the rectangle framework, waterproof piece 54 and circulation chamber 52 mutually support.

Referring to fig. 1 and 3, the drainage mechanism 2 includes a baffle assembly 3 and a water storage assembly 4, the baffle assembly 3 and the water storage assembly 4 are located at two sides of the dam body 1 along the water flow direction, the water storage assembly 4 is arranged to store the water flow discharged through the drainage channel 5 for later use, and the baffle assembly 3 is arranged to prevent the drainage channel 5 from entering other impurities when the drainage is not needed, thereby affecting the later drainage of the drainage channel 5.

Referring to fig. 1 and 4, the baffle assembly 3 is provided with a plurality of and is in one-to-one correspondence with the water inlet cavity 51, the baffle assembly 3 is located on one side of the waterproof board 71 away from the dam body 1, the baffle assembly 3 comprises a baffle 31 and a mounting part 32, the mounting part 32 is welded with the waterproof board 71, a plurality of elastic parts 33 are arranged between the mounting part 32 and the baffle 31, the elastic parts 33 are springs in the embodiment, two ends of the elastic parts 33 are welded with the mounting part 32 and the baffle 31, the baffle 31 is used for blocking the water inlet of the water inlet cavity 51, when the water level rises, under the buoyancy of water, the baffle 31 rises, and therefore water flows into the circulation cavity 52 from the inlet of the water inlet cavity 51 and then flows to the drainage cavity 53 to be discharged.

Referring to fig. 1, in order to better open the baffle 31 for drainage, a buoyancy plate 34 is arranged on the baffle 31, one side of the buoyancy plate 34 is welded to the baffle 31, the buoyancy force applied to the baffle 31 can be increased due to the arrangement of the buoyancy plate 34, and the buoyancy plate 34 is welded to a plurality of baffles 31 arranged side by side at the same time, so that the baffles 31 can be opened at the same time, the water level can be quickly reduced, and the damage of water flow to the dam body 1 can be reduced.

Referring to fig. 1 and 4, in order to enable the baffle 31 to be tightly attached to the waterproof board 71, a sliding block is arranged on one side, close to the waterproof board 71, of the baffle 31 and welded to the baffle 31, the cross section of the sliding block is T-shaped, a sliding groove 35 matched with the sliding block is formed in the waterproof board 71 in the height direction, the baffle 31 moves up and down in the sliding groove 35 under the action of the elastic piece 33, and then an inlet of the water inlet cavity 51 is opened or closed.

Referring to fig. 2 and 3, water storage component 4 is provided with a plurality of and with drainage chamber 53 one-to-one, is provided with leading water pipe 41 between water storage component 4 and the corresponding drainage chamber 53, leading water pipe 41 with dykes and dams body 1 welding and with drainage chamber 53 intercommunication, leading water pipe 41 keeps away from dykes and dams body 1's one end and sets up towards ground slope, water storage component 4 includes storage water tank 42, is provided with on the storage water tank 42 and filters piece 43, filters piece 43 and storage water tank 42 welding.

Referring to fig. 3, in order to facilitate reasonable use of water in the water storage tank 42, the upper surface of the dam body 1 is provided with a vegetation layer 8, a water guide pipe 44 is arranged between the vegetation layer 8 and the water storage tank 42, one end of the water guide pipe 44 faces the vegetation layer 8, the other end of the water guide pipe is communicated with the water storage tank 42, a water pump 45 is arranged on the water guide pipe 44, and the water pump 45 is used for pumping water in the water storage tank 42 to the water guide pipe 44 and then to the vegetation layer 8, so that plants in the vegetation layer 8 are irrigated.

Referring to FIG. 2, in order to prevent excessive water storage in the storage tank 42, the storage tank 42 is connected to an overflow pipe 46, and the overflow pipe 46 is located at 2/3 of the storage tank 42.

Referring to fig. 1, the reinforcement assembly 6 includes a plurality of reinforcements 61, and the waterproof sheet 71 is welded to the plurality of reinforcements 61, and the reinforcements 61 have a triangular cross-section, and the height of the reinforcements 61 is greater than that of a normal water level.

The implementation principle of the anti-collapse water conservancy dam of the embodiment of the application is as follows: when raining, the water level rises, and under the action of the buoyancy of the water flow and the buoyancy plate 34, the baffles 31 move upwards at the same time, so that the water flows from the water inlet cavity 51 to the circulation cavity 52 and further to the drainage cavity 53, then flows to the water storage tank 42 through the water conduit 41, is filtered by the filter 43, is stored for irrigating the plants on the vegetation layer 8, and flows out through the overflow pipe 46 when the water in the water storage tank 42 is more.

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

1. The utility model provides a prevent water conservancy dykes and dams that collapses, includes dykes and dams body (1), its characterized in that: be provided with waterproof component (7) on dykes and dams body (1), waterproof component (7) include waterproof board (71), waterproof board (71) set up in pairs and are connected with dykes and dams body (1), drainage channel (5) have been seted up on dykes and dams body (1), drainage channel (5) run through dykes and dams body (1), two waterproof boards (71).

2. The water conservancy dyke of preventing collapsing of claim 1, characterized in that: the drainage channel (5) is divided into a plurality of water inlet cavities (51), a circulation cavity (52) and a drainage cavity (53), the water inlet cavities (51) are arranged at intervals, the drainage cavity (53) is arranged at intervals, and the circulation cavity (52) is communicated with the water inlet cavities (51) and the drainage cavity (53).

3. A collapse-prevention water conservancy dam as claimed in claim 2, wherein: be provided with drainage mechanism (2) on dykes and dams body (1), drainage mechanism (2) include baffle subassembly (3), baffle subassembly (3) are connected with waterproof board (71), baffle subassembly (3) are used for controlling opening or closing of the water inlet of intake antrum (51).

4. A water dam against collapse as claimed in claim 3 wherein: baffle subassembly (3) are provided with a plurality ofly and with intake antrum (51) one-to-one, baffle subassembly (3) are including baffle (31), baffle (31) and waterproof board (71) sliding connection, baffle (31) are used for controlling opening and shutting of the water inlet of intake antrum (51).

5. An anti-collapse water dam according to claim 4 wherein: be provided with installed part (32) on waterproof board (71), installed part (32) are connected with waterproof board (71), be provided with a plurality of elastic component (33) between installed part (32) and baffle (31), the both ends and installed part (32), baffle (31) of elastic component (33) are connected.

6. A water conservancy dyke against collapse according to claim 5 characterized in that: the waterproof plate is characterized in that a sliding block is arranged on the baffle (31), the sliding block is connected with the baffle (31), and a sliding groove (35) matched with the sliding block is formed in the waterproof plate (71).

7. A water dam against collapse as claimed in claim 3 wherein: the drainage mechanism (2) comprises a water storage assembly (4), the water storage assembly (4) is provided with a plurality of water storage cavities (53) in one-to-one correspondence, the water storage assembly (4) comprises a water storage tank (42), and the water storage tank (42) is connected with a waterproof plate (71).

8. A water conservancy dyke against collapse according to claim 7 characterized in that: the water storage tank (42) is provided with a filtering piece (43), and the filtering piece (43) is connected with the water storage tank (42).

9. A collapse-prevention water conservancy dam as claimed in claim 8, wherein: the dam is characterized in that a vegetation layer (8) is arranged on the dam body (1), a water guide pipe (44) is arranged between the water storage tank (42) and the vegetation layer (8), the water guide pipe (44) is communicated with the water storage tank (42), and one end of the water guide pipe (44) faces the vegetation layer (8).

10. A water dam against collapse as claimed in claim 9 wherein: an overflow pipe (46) is arranged on the water storage tank (42), and the overflow pipe (46) is communicated with the water storage tank (42).