CN219951809U

CN219951809U - Dykes and dams flood control structure

Info

Publication number: CN219951809U
Application number: CN202223091131.4U
Authority: CN
Inventors: 陈首君; 程亚亚
Original assignee: Individual
Current assignee: Baoji Yuruifeng Water Conservancy Technology Service Co ltd
Priority date: 2022-11-16
Filing date: 2022-11-16
Publication date: 2023-11-03
Anticipated expiration: 2032-11-16

Abstract

The utility model relates to the technical field of flood control facilities, in particular to a dam flood control structure, which comprises a dam body, wherein a dam table is fixedly connected to the top end of the dam body, the lifting plate and a jacking block are conveniently pulled to lift through the cooperation of a pulling plate, a tension rod and the like, the jacking block is conveniently not clamped between two clamping plates, the two clamping plates are conveniently moved close to each other through the tension force of a tension spring, so that the clamping plates exit from a clamping groove, people can conveniently lift and adjust a supporting plate, then the pulling plate is loosened to rebound the spring, the jacking block is enabled to jack the jacking block between the two clamping plates again, the two clamping plates are conveniently and conveniently enter other clamping grooves, the fixing and limiting of the supporting plate are realized, the effect of flood control can be quickly achieved through stacking sand bags between the two supporting plates, the operation is convenient and quick, time and labor are saved, larger flood exceeding the bearing range of the dam is effectively blocked, and the safety is higher when the sand bags are operated and built.

Description

Dykes and dams flood control structure

Technical Field

The utility model relates to the technical field of flood control facilities, in particular to a dam flood control structure.

Background

Along with the aggravation of the influence of human factors on natural environment, extreme weather in the area is showing an ascending trend, the number of times and loss of flood disasters are increasing year by year, the construction of flood control dams is also increasingly important in urban development, and the flood control dams are dams constructed for preventing river flooding and endangering the life and property safety of people.

According to the utility model, the utility model patent with the publication number of CN214460111U discloses a flood control dam structure, which is roughly described as comprising a dam main body and a reflux table, wherein the dam main body comprises a dam table and a dam slope, the reflux table is arranged on one side of the dam table close to the dam slope, when the flood control dam structure is used, although the reflux table arranged on the dam table can be used, the reflux groove can change the direction of flood when flood rushes on the side surface of the reflux table, so that the flood rushes on the inner side of the flood control dam is reduced, the flood control effect of the flood control dam is improved, the device and the existing dam generally have no lifting and adjusting function, the height of the dam cannot be adjusted according to the size of the flood, when the flood exceeding the dam bearing range is larger, the existing solution is generally to construct the flood control project beside the dam by using sandbag reinforcing steel bars and the like, the process is time-consuming and labor-consuming, the rapid flood control effect is inconvenient to reach, and extremely many sandbags are required to fill, and the flood is excessively dangerous when the flood is flooded.

Disclosure of Invention

(one) solving the technical problems

Aiming at the defects of the prior art, the utility model provides a dam flood control structure, which solves the problems that the prior art proposed in the background art generally does not have a lifting and adjusting function, the height of a dam cannot be adjusted according to the size of flood, when flood exceeding the bearing range of the dam is encountered, the existing solution is to build a flood control project by using sandbag reinforcing steel bars and the like beside the dam, the process is time-consuming and labor-consuming, the rapid flood control effect is inconvenient to achieve, and extremely many sandbags are needed for filling, and the building is dangerous too much when flood floods.

(II) technical scheme

In order to achieve the above purpose, the present utility model provides the following technical solutions: dykes and dams flood control structure, including dykes and dams body, dykes and dams block of top fixedly connected with of dykes and dams body, two first recesses have been seted up on the top of dykes and dams block, the inside of first recess is provided with the backup pad, two draw-in grooves have all been seted up on the left and right sides inner wall of first recess, the cavity has been seted up to the inside of backup pad, two first spouts have all been seted up on the front and back both sides inner wall of cavity, the inside sliding connection of first spout has first slider, four first slider is two for a set of, two fixedly connected with cardboard between the first slider, the cardboard runs through out the cavity, two the cardboard extends into the inside of two draw-in grooves wherein respectively, two all seted up a plurality of third recesses on the opposite one side of cardboard, a plurality of chute are two for a set of, the inside sliding connection of cavity has the lifter plate, the bottom fixedly connected with a plurality of lifter plates, the lifter plate has a plurality of top wall, the lifter plate is located the top wall, the top wall is located the top is located to the fixed connection of the top, the top wall is located the top of the supporting device.

Preferably, the auxiliary supporting device comprises two fixing plates and a plurality of threaded holes, wherein the two fixing plates are fixedly connected between the dam body and the dam platform, the plurality of threaded holes are formed in a supporting plate positioned at the left part of the dam platform, a rotating shaft is rotatably connected between the two fixing plates, a supporting rod is fixedly connected in the rotating shaft, the top end of the supporting rod is rotatably connected with a fixing seat, a plurality of fixing bolts are connected to the fixing seat in a threaded mode, and the fixing bolts are in threaded connection with the threaded holes.

Further, the right end of the embankment block is provided with a reflux groove.

Still further, a plurality of water outlets are formed in the inner bottom wall of the first groove.

Further, a plurality of pull rings are fixedly connected to the top end of the pull plate.

On the basis of the scheme, a plurality of fixing columns are fixedly connected to the bottom end of the embankment block, and the bottom ends of the fixing columns extend into the embankment body.

(III) beneficial effects

Compared with the prior art, the utility model provides a dam flood control structure, which has the following beneficial effects:

1. this dykes and dams flood control structure, cooperation through the arm-tie, pull rod etc. is convenient for pull lifter plate and kicking block go up and down, be convenient for make the kicking block not between two cardboards, be convenient for make two cardboards be close to each other through the pulling force of extension spring, thereby make the cardboard withdraw from the draw-in groove, be convenient for people to the backup pad carries out lift adjustment, the rethread loosens the arm-tie, make the spring rebound, make the kicking block jack-in between two cardboards again, be convenient for two cardboards get into other draw-in grooves, thereby realize the fixed spacing to the backup pad, through pile up the effect that plays the flood control that the sand bag can be quick between two backup pads, convenient operation is swift, time and manpower have been saved, effectually blockked great flood beyond dyke bearing scope, and when operating to build sand bag etc. security is higher.

2. This dykes and dams flood control structure through the auxiliary stay device that sets up, is convenient for support one of them backup pad, has all filled the sand bag back between two backup pads, and auxiliary stay device can play fine holding power and anti-shock power.

Drawings

FIG. 1 is a schematic view of a partially sectioned front plan view effect of the present utility model;

FIG. 2 is a schematic view showing the effect of a cross-sectional plane of the cooperation of a embankment block, a clamp plate, a tension spring, etc. according to the present utility model;

FIG. 3 is a schematic view of a partial enlarged structure of the present utility model at A in FIG. 1;

fig. 4 is a schematic view of a partial enlarged structure at B in fig. 2 according to the present utility model.

In the figure: 1. a dike body; 2. dyke blocks; 3. a first groove; 4. a support plate; 5. a clamping groove; 6. a first slider; 7. a clamping plate; 8. a third groove; 9. a chute; 10. a lifting plate; 11. a top block; 12. a pull rod; 13. pulling a plate; 14. a fixing plate; 15. a rotating shaft; 16. a support rod; 17. a fixing seat; 18. a fixing bolt; 19. a reflux groove; 20. a water outlet; 21. a pull ring; 22. and fixing the column.

Detailed Description

Examples

Referring to fig. 1-4, the dam flood control structure comprises a dam body 1, a dam block 2 is fixedly connected to the top end of the dam body 1, a plurality of fixing columns 22 are fixedly connected to the bottom end of the dam block 2, the bottom ends of the fixing columns 22 extend into the dam body 1 to achieve the effect of connecting the dam block 2 and the dam body 1, the stability of the dam block 2 is further improved, two first grooves 3 are formed in the top end of the dam block 2, a plurality of water outlets 20 are formed in the inner bottom wall of the first grooves 3 and are used for draining water in the first grooves 3, a supporting plate 4 is arranged in the first grooves 3, two clamping grooves 5 are formed in the inner walls of the left side and the right side of the first grooves 3, a cavity is formed in the supporting plate 4, two first sliding grooves are formed in the inner walls of the front side and the rear side of the cavity, and a first sliding block 6 is connected in the first sliding grooves in the inner parts, the four first sliding blocks 6 are arranged in pairs, the clamping plates 7 are fixedly connected between the two first sliding blocks 6, the clamping plates 7 penetrate through the cavity, the two clamping plates 7 respectively extend into the two clamping grooves 5, a plurality of third grooves 8 are formed in the opposite surfaces of the two clamping plates 7, the plurality of third grooves 8 are arranged in pairs, tension springs are arranged between the two third grooves 8, a plurality of inclined grooves 9 are formed in the clamping plates 7, a lifting plate 10 is slidably connected in the cavity, a plurality of jacking blocks 11 are fixedly connected to the bottom end of the lifting plate 10, a plurality of pull rods 12 are fixedly connected to the top ends of the lifting plate 10, the top ends of the pull rods 12 penetrate through the cavity, a pull plate 13 is fixedly connected to the top ends of the pull rods 12, a plurality of pull rings 21 are fixedly connected to the top ends of the pull plates 13, the pull plates 13 are conveniently pulled by people to use, springs are sleeved on the pull rods 12, the spring is located between the inner top wall of the cavity and the lifting plate 10, and the right end of the embankment block 2 is provided with a reflux groove 19 for preventing flood impact, thereby improving flood control effect of the flood control embankment.

It should be further noted that, be provided with auxiliary support device on the backup pad 4 that is located dyke-stand 2 left portion, auxiliary support device includes two fixed plates 14 and a plurality of screw hole, two fixed plates 14 all fixed connection is between dyke-stand 2 and dyke-stand 1, a plurality of screw holes are all offered on the backup pad 4 that is located dyke-stand 2 left portion, rotate between two fixed plates 14 and be connected with pivot 15, fixedly connected with bracing piece 16 in the pivot 15, the top of bracing piece 16 rotates and is connected with fixing base 17, threaded connection has a plurality of fixing bolt 18 on the fixing base 17, fixing bolt 18 threaded connection is at threaded hole for when whole device uses, play certain supportability and shock resistance.

In summary, the working principle and working process of the dam flood control structure are that, when in use, the dam flood control structure is firstly placed at a place where the dam flood control structure is required to be used, then when in use, the pull plate 13 is pulled upwards through the pull ring 21, the pull rod 12, the lifting plate 10 and the jacking block 11 are driven to move upwards by the pull ring 21, at the moment, the springs are compressed, when the jacking block 11 moves upwards and moves out of between the two clamping plates 7, the two clamping plates 7 are mutually close due to tension springs, then the first sliding block 6 and the first sliding groove act as auxiliary clamping plates 7, meanwhile, the clamping plates 7 are conveniently limited, then the two clamping plates 7 move out of the clamping grooves 5, people only need to lift the lifting plate 10 upwards through the pull ring 21, of course, when the pull ring 21 is pulled initially, due to the spring force and the friction force of the clamping plates 7, people can press the supporting plate 4, pull the pull plate 13 upwards through the pull ring 21, after the supporting plate 4 is adjusted to a specified height, people hold the supporting plate 4, then release the pull ring 21, because the spring is compressed at first, the spring rebounds to enable the jacking block 11 to prop against the chute 9, then enter between the two clamping plates 7 again through the assistance of the chute 9, the two clamping plates 7 move into other clamping grooves 5, thus realizing the fixing and limiting of the supporting plate 4, at the moment, the rotating shaft 15 rotates to enable the supporting rod 16 to rotate, then the fixing seat 17 is propped against the supporting plate 4 at the left part, then the fixing seat 17 is firmly fixed on the supporting plate 4 by using the cooperation of the fixing bolt 18 and the threaded hole, so that after the gap between the two supporting plates 4 is filled, good supporting and impact resistance can be achieved, then people can fill the space between two backup pads 4, people can fill a large amount of sand bags to the space, just point out an article here certainly, also can fill other flood fighting article according to the condition, can realize effectively blockking to the flood after the space between two backup pads 4 fills up, compare prior art, convenient and fast, the security is higher, need not be building too much flood control supporting mechanism etc. need sand bag quantity also less, make things convenient for people to carry out quick rising reinforcement operation to dykes and dams according to the condition of flood simultaneously, and is comparatively convenient and practical.

Claims

1. Dykes and dams flood control structure, including dykes and dams body (1), its characterized in that: the utility model discloses a lifting device for a dam, which comprises a dam body (1), a support plate (5), a plurality of first sliding grooves, a lifting plate (10) and a lifting plate (10), wherein the top fixedly connected with the dam body (1) is provided with a dam block (2), two first grooves (3) are formed in the top of the dam block (2), a support plate (4) is arranged in the first grooves (3), two clamping grooves (5) are formed in the inner walls of the left side and the right side of the first grooves (3), a cavity is formed in the support plate (4), two first sliding grooves are formed in the inner walls of the front side and the rear side of the cavity, a first sliding block (6) is slidingly connected in the first sliding grooves, four first sliding blocks (6) are arranged in a group, clamping plates (7) are fixedly connected between the first sliding blocks (6), the clamping plates (7) penetrate through the cavity, a plurality of third grooves (8) are formed in the opposite sides of the clamping plates (7) and are respectively extended into the inner parts of the clamping grooves (5), a plurality of tension springs (8) are formed in the opposite sides of the clamping plates, a plurality of the lifting plate (10) are fixedly connected with the lifting plate (10) through the top ends of the lifting plate (10), the top ends of the pull rods (12) are fixedly connected with pull plates (13), springs are sleeved on the pull rods (12), the springs are located between the inner top wall of the cavity and the lifting plate (10), and auxiliary supporting devices are arranged on the supporting plates (4) located at the left part of the embankment block (2).

2. The dike flood control structure of claim 1, wherein: the auxiliary supporting device comprises two fixing plates (14) and a plurality of threaded holes, wherein the two fixing plates (14) are fixedly connected between a dam body (1) and a dam platform (2), the plurality of threaded holes are formed in a supporting plate (4) positioned at the left part of the dam platform (2), a rotating shaft (15) is rotationally connected between the two fixing plates (14), a supporting rod (16) is fixedly connected to the rotating shaft (15), a fixing seat (17) is rotationally connected to the top end of the supporting rod (16), a plurality of fixing bolts (18) are connected to the fixing seat (17) in a threaded mode, and the fixing bolts (18) are in threaded connection with the threaded holes.

3. The dike flood control structure of claim 2, wherein: the right end of the embankment block (2) is provided with a reflux groove (19).

4. A dam flood control structure according to claim 3, wherein: a plurality of water outlets (20) are formed in the inner bottom wall of the first groove (3).

5. The dike flood control structure of claim 4, wherein: the top end of the pulling plate (13) is fixedly connected with a plurality of pull rings (21).

6. The dike flood control structure of claim 5, wherein: the bottom end of the embankment block (2) is fixedly connected with a plurality of fixing columns (22), and the bottom ends of the fixing columns (22) extend into the embankment body (1).