CN210395238U

CN210395238U - Combined reinforced dam for channel flood control project

Info

Publication number: CN210395238U
Application number: CN201920397711.5U
Authority: CN
Inventors: 黄震; 都艳; 曹有亭
Original assignee: Qinghai Yuchen Water Conservancy And Hydropower Co Ltd
Current assignee: Qinghai Yuchen Water Conservancy And Hydropower Co Ltd
Priority date: 2019-03-27
Filing date: 2019-03-27
Publication date: 2020-04-24
Anticipated expiration: 2029-03-27

Abstract

The utility model discloses a dykes and dams are consolidated with combination to channel flood control engineering relates to flood control equipment technical field. The utility model discloses a mounting plate, mounting plate one side is rotated and is connected with dykes and dams bottom plate, and a dykes and dams bottom plate surface is rotated through adjusting the pole and is connected with the regulation slide, and the joint has the baffle on the dykes and dams bottom plate, and a baffle surface rotates through the free bearing and is connected with the bracing piece, and bracing piece one end is rotated and is connected with the supporting seat, and the mounting plate upper surface is provided with and adjusts slide matched with slide rail, runs through first rivet on the mounting plate, runs through the second rivet on the supporting seat. The utility model discloses equipment simple structure, easily concatenation equipment and demolish, stable in structure, fixed firm, assemble efficiently, can select the height and the length of assembling according to actual need to can adjust the angle of this dykes and dams according to the angle of flood control channel, make the laminating inseparable, avoid appearing the condition of leaking.

Description

Combined reinforced dam for channel flood control project

Technical Field

The utility model belongs to the technical field of flood control equipment, especially, relate to a dykes and dams are consolidated with combination to channel flood control engineering.

Background

Flood disasters cause great loss to people of all countries in the world every year, the problems are aggravated along with the warming of the climate, and the flood disasters cause great influence on the life and production of people and great loss to people and social property.

Channel flood control is when discharge is great for dredge the earial drainage to flood, is used for agricultural irrigation at ordinary times. The channel used in normal times is temporary when the flood comes, so that not only is the dredging capability poor, but also the channel is easy to be impacted by the flood and collapse to cause danger; traditional channel flood bank adopts the mode of artifical pile sand bag to increase the reinforcement to the channel, not only wastes time, difficultly, destroys great to the surrounding environment, demolishs very inconveniently after the flood moreover, and the ecological environment on every side suffers destruction.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a dykes and dams are consolidated with combination to channel flood control engineering, has solved current channel flood control and has relied on artifical pile sand bag, wastes time and energy, destroys greatly to the surrounding environment, the flood is difficult for the problem of demolising after crossing.

In order to solve the technical problem, the utility model discloses a realize through following technical scheme:

the utility model relates to a dykes and dams are consolidated with combination to channel flood control engineering, including mounting plate, mounting plate one side is rotated and is connected with dykes and dams bottom plate, dykes and dams bottom plate rotates through adjusting the pole in the surface and is connected with the regulation slide, the joint has the baffle on the dykes and dams bottom plate, a baffle surface rotates through the free bearing and is connected with the bracing piece, bracing piece one end is rotated and is connected with the supporting seat.

The mounting base plate upper surface is provided with and adjusts slide matched with slide rail, it has first rivet to run through on the mounting base plate, it has the second rivet to run through on the supporting seat.

Furthermore, a clamping groove is formed in one side of the mounting bottom plate, a clamping block matched with the clamping groove is arranged on the other side of the mounting bottom plate, and a positioning hole is formed in the upper surface of the sliding rail.

Furthermore, jacks are formed in the peripheral side faces of the dam base plate and the baffle plate, and inserting strips matched with the jacks are arranged on the peripheral side faces of the dam base plate and the baffle plate.

Furthermore, connecting columns are arranged on the other surfaces of the dam base plate and the baffle plate, and through holes are formed in the connecting columns.

Further, a reinforcing rib is arranged on one surface of the baffle.

Further, the bracing piece includes the lower thread sleeve of being connected with adjusting the slide and the last thread sleeve of being connected with baffle rotation through the free bearing, lower thread sleeve and last thread sleeve pass through the threaded rod rotation and connect, be provided with adjusting nut on the threaded rod.

Furthermore, a positioning bolt matched with the positioning hole in the sliding rail penetrates through the adjusting sliding seat.

Furthermore, an inserting plate is arranged at the bottom of the supporting seat.

The utility model discloses following beneficial effect has:

1. the utility model discloses simple structure, easily concatenation equipment and demolish, stable in structure, fixed firm, assemble efficiently, can select the height and the length of assembling according to actual need to can adjust the angle of this dykes and dams according to the angle of flood control channel, make the laminating inseparable, avoid appearing the condition of leaking.

2. The utility model discloses a set up the spliced pole on dykes and dams bottom plate and baffle, the through hole on the spliced pole is used for the installation reinforcing bar, can fix the sand bag of placing on baffle and dykes and dams bottom plate, improves the stability and the impact resistance of this bottom plate.

Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a schematic structural view of a combined reinforced dam for channel flood protection engineering of the present invention;

FIG. 2 is a schematic diagram of the upper right view of FIG. 1;

fig. 3 is a schematic structural view of the mounting base plate of the present invention;

FIG. 4 is a schematic structural view of the dyke bottom plate of the present invention;

FIG. 5 is a schematic structural view of the baffle of the present invention;

FIG. 6 is a schematic structural view of the support base of the present invention;

fig. 7 is a schematic structural view of the support rod of the present invention.

In the drawings, the components represented by the respective reference numerals are listed below:

1-mounting bottom plate, 101-clamping groove, 102-clamping block, 2-embankment bottom plate, 3-adjusting rod, 4-adjusting sliding seat, 5-baffle plate, 6-supporting rod, 601-lower threaded sleeve, 602-upper threaded sleeve, 603-threaded rod, 604-adjusting nut, 7-supporting seat, 8-sliding rail, 801-positioning hole, 9-first rivet, 10-second rivet, 11-jack, 12-cutting strip and 13-connecting column.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

Please refer to fig. 1-7, the utility model relates to a dykes and dams are consolidated with combination to channel flood control engineering, including

mounting plate

1, 1 one side of mounting plate rotates and is connected with dykes and

dams bottom plate

2, and 2 surfaces of dykes and dams bottom plate are rotated through adjusting pole 3 and are connected with regulation slide 4, and the joint has baffle 5 on the dykes and

dams bottom plate

2, and 5 surfaces of baffle rotate through the free bearing and are connected with

bracing piece

6, and 6 one ends of bracing piece rotate and are connected with supporting seat 7.

The upper surface of the mounting base plate 1 is provided with a slide rail 8 matched with the adjusting slide seat 4, a first rivet 9 penetrates through the mounting base plate 1, and a second rivet 10 penetrates through the supporting seat 7.

Wherein, a clamping groove 101 is formed on one side of the mounting base plate 1, a clamping block 102 matched with the clamping groove 101 is arranged on the other side of the mounting base plate 1, and a positioning hole 801 is formed on the upper surface of the slide rail 8.

Wherein, the jack 11 has all been seted up to dyke

bottom plate

2, 5 week sides of baffle, and dyke

bottom plate

2, 5 week sides of baffle all are provided with the cutting 12 with jack 11 matched with.

Wherein, the other surfaces of the dam base plate 2 and the baffle 5 are both provided with a connecting column 13, and the connecting column 13 is provided with a through hole.

Wherein, a surface of the baffle 5 is provided with a reinforcing rib.

The support rod 6 comprises a lower threaded sleeve 601 rotationally connected with the adjusting slide seat 4 and an upper threaded sleeve 602 rotationally connected with the baffle 5 through a hinged support, the lower threaded sleeve 601 and the upper threaded sleeve 602 are rotationally connected through a threaded rod 603, and an adjusting nut 604 is arranged on the threaded rod 603.

Wherein, the adjusting slide 4 is penetrated with a positioning bolt matched with the positioning hole 801 on the slide rail 8.

Wherein, 7 bottoms of supporting seat are provided with the picture peg, strengthen the contact fastness of supporting seat 7 and ground, avoid because the bracing piece 6 atress is great leads to supporting seat 7 to take place the displacement, improve the safety and stability of whole dykes and dams.

One specific application of this embodiment is: during the use, according to the angle and the height of the dykes and dams of highly definite needs equipment of flood control channel, the equipment, adjust this dykes and dams, and at dykes and dams bottom plate 2, other side flood control sand bag on baffle 5, the flood control sand bag is piled and is fastened through spliced pole 13 use reinforcing bar or the metal pole that prepares in advance after putting, avoid the sand bag to be washed away, increase dykes and dams overall structure's stability, reduce the impact of flood to dykes and dams, take off the sand bag after using, the arrangement is collected and is convenient for use next time, demolish the device, little to surrounding ecological environment's influence after the flood control construction, can resume fast.

In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. The utility model provides a dykes and dams are consolidated with combination to channel flood control engineering which characterized in that: the device comprises a mounting bottom plate (1), wherein one side of the mounting bottom plate (1) is rotatably connected with a dam bottom plate (2), one surface of the dam bottom plate (2) is rotatably connected with an adjusting slide seat (4) through an adjusting rod (3), a baffle (5) is clamped on the dam bottom plate (2), one surface of the baffle (5) is rotatably connected with a supporting rod (6) through a hinged support, and one end of the supporting rod (6) is rotatably connected with a supporting seat (7);

the upper surface of the mounting bottom plate (1) is provided with a sliding rail (8) matched with the adjusting sliding seat (4), a first rivet (9) penetrates through the mounting bottom plate (1), and a second rivet (10) penetrates through the supporting seat (7).

2. The combined reinforced dam for the flood control engineering of the channel as claimed in claim 1, wherein one side of said installation base plate (1) is provided with a slot (101), the other side of said installation base plate (1) is provided with a block (102) matching with the slot (101), and the upper surface of said slide rail (8) is provided with a positioning hole (801).

3. The combined reinforced dam for the tunnel flood control project according to claim 1, wherein the peripheral sides of the dam base plate (2) and the baffle plate (5) are provided with insertion holes (11), and the peripheral sides of the dam base plate (2) and the baffle plate (5) are provided with insertion strips (12) matched with the insertion holes (11).

4. The combined reinforced dam for the flood control engineering of the channel as claimed in claim 1, wherein the other surfaces of the dam base plate (2) and the baffle plate (5) are provided with connecting columns (13), and the connecting columns (13) are provided with through holes.

5. The combined reinforced dam for tunnel flood protection engineering according to claim 1, wherein the baffle (5) is provided with a reinforcing rib on one surface.

6. The combined reinforced dam for the flood protection engineering of the channel is characterized in that the supporting rod (6) comprises a lower threaded sleeve (601) rotatably connected with the adjusting slide seat (4) and an upper threaded sleeve (602) rotatably connected with the baffle plate (5) through a hinged seat, the lower threaded sleeve (601) and the upper threaded sleeve (602) are rotatably connected through a threaded rod (603), and the threaded rod (603) is provided with an adjusting nut (604).

7. The combined reinforced dam for the flood protection engineering of the channel as claimed in claim 1, wherein said adjusting slide (4) is penetrated with a positioning bolt matching with the positioning hole (801) on the slide rail (8).

8. The combined reinforced dam for the flood protection engineering of the trench according to claim 1, wherein the bottom of the supporting base (7) is provided with an inserting plate.