CN212477597U

CN212477597U - Movable combined type automatic vertical lifting flood control device and flood control wall

Info

Publication number: CN212477597U
Application number: CN202022155568.4U
Authority: CN
Inventors: 裘英杰
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-09-27
Filing date: 2020-09-27
Publication date: 2021-02-05
Anticipated expiration: 2030-09-27

Abstract

The utility model relates to a mobile combined type automatic vertical lifting flood control device and a flood control wall, which comprises a dam body, wherein the dam body is provided with a water inlet channel and a groove, and the water inlet channel is communicated with the groove; the water-stop device also comprises a floating body box, a water baffle, water-stop rubber and a guide roller mounting assembly, wherein the floating body box is arranged in the groove, and the water baffle is fixedly arranged on the floating body box; the guide roller mounting assembly comprises an assembly body and a guide roller assembly arranged on the assembly body; the guide roller mounting assembly is used for restraining the waterproof baffle plate from ascending along a straight line; when the water baffle rises to the first inclined plane of the water baffle and is overlapped with the second inclined plane on the guide roller mounting assembly, thrust is generated until the waterproof baffle moves towards the side water stop rubber, so that the waterproof baffle tightly presses the side water stop rubber to form a sealing structure. The method can be widely applied to urban bottom depressions and sections where waterlogging easily occurs, and the problem of ponding disasters caused by continuous rainfall in cities is effectively reduced or avoided.

Description

Movable combined type automatic vertical lifting flood control device and flood control wall

Technical Field

The utility model relates to an underground flood control equipment technical field, concretely relates to remove automatic vertical lift flood control device of combination formula and flood control wall.

Background

Urban waterlogging refers to a phenomenon in which water accumulation disasters occur in cities due to strong or continuous precipitation exceeding urban drainage capacity. The objective reason for causing waterlogging is that rainfall intensity is large and the range is concentrated. The places with special urgent rainfall may form ponding, and the rainfall intensity is larger, and the time is longer, also may form ponding. However, in the flood season and rainy season in recent years, the underground garage is flooded, so that the underground space flood prevention construction is affected by the alarm clock. The underground garage is immersed in water, and the objective reasons are that the rainstorm rainfall is too large, a weak link exists in an urban drainage system, and the flood control and drainage standard of the drainage system is low; in the past, flood prevention of underground spaces mainly depends on sand bag piling and water baffle manual installation, and the like, all need to be attended by a plurality of people on site, and are easy to collapse and leak water, which is very troublesome.

For this reason, the applicant has considered that there is a need for a flood protection device that effectively deals with urban waterlogging and low-lying areas, which has become an important technical problem to be solved by those skilled in the art, based on the problems existing at present.

SUMMERY OF THE UTILITY MODEL

In view of this, the utility model aims at overcoming the not enough of prior art, provide a removal combination formula automatic vertical lift flood control device and flood control wall that can effectual reduction or avoid producing ponding calamity problem in the city.

In order to achieve the above object, a first aspect of the present invention provides a mobile combined type automatic vertical lifting flood protection device, which comprises a dam body, wherein the dam body is provided with a water inlet channel and a groove, and the water inlet channel is communicated with the groove; also comprises a floating body box, a water baffle, side water stopping rubber and a guide roller mounting component, wherein

The floating body box is arranged in the groove, the water baffle is fixedly arranged on the floating body box, and the floating body box generates buoyancy to lift the water baffle arranged on the floating body box due to the rise of the water level; the guide roller mounting assembly comprises an assembly body and a guide roller assembly arranged on the assembly body; the guide roller mounting assembly is used for restraining the waterproof baffle plate from ascending along a straight line; the waterproof baffle is provided with a first inclined surface, and the assembly body is provided with a second inclined surface; when the water baffle rises to the first inclined plane of the water baffle and is overlapped with the second inclined plane on the guide roller mounting assembly, thrust is generated until the waterproof baffle moves towards the side water stop rubber, so that the waterproof baffle tightly presses the side water stop rubber to form a sealing structure.

Furthermore, a T-shaped groove is formed in the floating body box, the water baffle is provided with a base, a connecting piece matched with the T-shaped groove is arranged on the bottom surface of the base, and the connecting piece is arranged in the T-shaped groove.

Further, the first inclined plane is arranged on a base of the waterproof baffle.

Further, the bottom of the floating body box is provided with a groove which is sunken inwards; and the bottom of the groove is provided with a positioning bulge matched with the groove in the floating body box.

Furthermore, the dam body is further provided with a drainage channel, the drainage channel is communicated with the groove, and a drainage one-way valve is arranged on the drainage channel.

Furthermore, the water-retaining device also comprises a water-retaining plugboard, wherein the water-retaining plugboard is additionally arranged above the water-retaining plate.

Further, still include supplementary lifting structure, supplementary lifting structure is used for supplementary body case lifting breakwater and manger plate picture peg.

Further, the auxiliary lifting structure comprises an air cylinder, an air cylinder seat and an air compressor; wherein

The cylinder is vertically arranged, the base of the cylinder is fixedly arranged at the bottom of the groove, the cylinder seat is fixed on the water baffle, and the tail end of the extension shaft of the cylinder is connected with the cylinder seat.

Further, the air compressor is further included and is connected with the air cylinder through an air conveying pipe, and a control valve is arranged on the air conveying pipe.

The utility model provides a flood control wall in a second aspect, which adopts the mobile combined type automatic vertical lifting flood control device, and the flood control wall is formed by combining at least a pair of flood control devices; the flood control wall can be independently used by one group of flood control devices, and can also be used by combining a plurality of groups of flood control devices.

The utility model adopts the above technical scheme, when the river course water level rises to the dam body inlet channel, the river water gets into the dam body ditch inslot through inlet channel and rises to the ditch inslot water level, and the body case produces buoyancy and holds up the breakwater of installing on the body case because the water level rises, and waterproof baffle rises in-process guide roller restraint waterproof baffle along straight-line rising. When the waterproof baffle rises to the inclined plane of the waterproof baffle and the inclined plane of the guide roller mounting assembly is overlapped, thrust is generated until the waterproof baffle moves towards the side water stop rubber, and the waterproof baffle is tightly pressed on the side water stop rubber to prevent river water from permeating. The method can be widely applied to urban bottom depressions and sections where waterlogging easily occurs, and the phenomenon that continuous rainfall causes ponding disasters in cities is effectively reduced or avoided.

Drawings

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

FIG. 1 is a schematic view of the raised structure of the water baffle of the automatic vertical lifting flood protection device of the present invention;

FIG. 2 is a schematic view of the structure of the automatic vertical lifting flood control device for falling back the water baffle;

FIG. 3 is a side view of the splash plate;

FIG. 4 is a schematic structural view of the flood control device with an air compressor;

FIG. 5 is a schematic view of the water blocking board of the present invention;

fig. 6 is a second schematic structural view of the present invention with a water blocking inserting plate;

fig. 7 is a schematic structural view of two groups of flood control walls of the present invention;

FIG. 8A is a left side view of the float tank;

FIG. 8B is a front view of the float tank;

fig. 8C is a top view of the float tank.

In the figure: 1. a dam body; 2. a control valve; 3. a trench; 4. a float tank; 5. a water baffle; 6. side water stopping rubber; 7. a guide roller mounting assembly; 71. an assembly body; 72. a guide roller assembly; 8. sealing rubber; 9. a first inclined plane; 10. a second inclined plane; 11. a T-shaped groove; 12. a base; 13. a connecting member; 14. a groove; 15. a protrusion; 16. a gas delivery pipe; 17. a drain check valve; 18. a water blocking inserting plate; 19. a cylinder; 20. a cylinder block; 21. an air compressor; 22. heightening the supporting seat; A. a water inlet channel; B. a drainage channel.

Detailed Description

Reference will now be made in detail to the exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, like numbers in different drawings represent the same or similar elements unless otherwise indicated. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present invention. Rather, they are merely examples of apparatus and methods consistent with certain aspects of the invention, as detailed in the appended claims.

Referring to fig. 1, fig. 2 and fig. 3, the present embodiment provides a mobile combined type automatic vertical lifting flood protection device, which includes a dam body 1, wherein the dam body 1 is provided with a water inlet passage a and a groove 3, and the water inlet passage a is communicated with the groove 3; also comprises a floating body box 4, a water baffle 5, side water stop rubber 6 and a guide roller mounting component 7, wherein

The floating body box 4 is arranged in the groove 3, the water baffle 5 is fixedly arranged on the floating body box 4, and the floating body box 4 generates buoyancy to lift the water baffle 5 arranged on the floating body box 4 due to the rise of the water level; the guide roller mounting assembly 7 comprises an assembly body 71 and a guide roller assembly 72 arranged on the assembly body 71; the guide roller mounting assembly 7 is used for restraining the waterproof baffle plate from ascending along a straight line; the waterproof baffle is provided with a first inclined surface 9, and the assembly body 71 is provided with a second inclined surface 10; when the water baffle 5 rises to the first inclined plane 9 of the water baffle and the second inclined plane 10 on the guide roller mounting assembly 7 to coincide, thrust is generated until the waterproof baffle moves towards the side water-stopping rubber 6, so that the waterproof baffle tightly presses the side water-stopping rubber 6 to form a sealing structure.

As a preferred embodiment, in order to fix the water baffle 5 on the floating body tank 4, in this embodiment, a T-shaped groove 11 is formed on the floating body tank 4, the water baffle 5 has a base 12, a connecting piece 13 adapted to the T-shaped groove 11 is arranged on the bottom surface of the base 12, and the connecting piece 13 is arranged in the T-shaped groove 11. The first inclined plane 9 is arranged on a base 12 of the waterproof baffle.

In a preferred embodiment, the bottom of the floating body box 4 is provided with a groove 14 which is concave inwards; and a positioning bulge 15 matched with the groove 14 in the floating body box 4 is arranged at the bottom of the groove 3.

As a preferable embodiment, the dam body 1 is further provided with a drainage channel B, the drainage channel is communicated with the groove 3, and a drainage check valve 17 is arranged on the drainage channel. When river water falls back and the water level of a river channel falls to the water inlet channel A, water in the grooves 3 of the dam body 1 can be discharged into the irrigation channel through the drainage channel which is opened by pressure difference and is provided with the drainage check valve 17, and the waterproof baffle falls back into the grooves 3 under the action of gravity.

In this embodiment, when the river water continues to rise or the rising height is predicted to exceed the original water retaining height, the water retaining spile 18 can be additionally installed on the top surface of the original water retaining plate 5 to increase the water retaining height. Fig. 5 and 6 show a schematic structural view of the water retaining insert plate 18.

As a preferred embodiment, the present embodiment further comprises an auxiliary lifting structure for assisting the floating body tank 4 in lifting the water guard 5 and the water guard inserting plate 18. The auxiliary lifting structure comprises an air cylinder 19, an air cylinder seat 20 and an air compressor 21; the cylinder 19 is vertically arranged, the base 12 of the cylinder 19 is fixedly arranged at the bottom of the groove 3, the cylinder 19 seat is fixed on the water baffle 5, and the tail end of the extending shaft of the cylinder 19 is connected with the cylinder 19 seat.

It should be added that the cylinder 19 is in a freely telescopic state when descending and not blocking water, and the function of the cylinder 19 can be used for realizing automatic control and remote control of the ascending of the water baffle 5.

Please refer to fig. 1, the utility model discloses be particularly suitable for the manger plate of enclosure space, utilize self breakwater 5 to block water at ordinary times, can utilize sealing rubber 8 on the passageway when meeting extra-large water level, utilize ascending lift, play breakwater 5 and passageway top surface contact, under the effect of rubber sealed glue, make whole passageway be in the confined state.

As shown in fig. 4, the present embodiment further includes an air compressor 21, the air compressor 21 is connected to the air cylinder 19 through an air pipe 16, and the air pipe 16 is provided with a control valve 2. The air compressor 21 is adopted to provide compressed air into the cylinder 19 to improve the upward lifting force of the water baffle 5, and the realization of the water baffle function is ensured.

The utility model also provides a flood control wall, flood control wall adopts foretell removal combination formula automatic vertical lift flood control device, flood control wall is formed by a pair of flood control device combination at least.

As shown in fig. 7, a flood wall is provided which is formed of two sets of flood protection devices, each set of flood protection devices being provided with a pair of cylinders 19, the pair of cylinders 19 being preferably provided at both ends of the breakwater 5. As shown in fig. 7 (the float chamber 4 is not shown in fig. 7, but it can be seen in fig. 5 and 6 where the float chamber 4 is installed), it is necessary to supplement the three-view structure of the float chamber 4 as shown in fig. 8A, 8B and 8C. In the embodiment, the detachable water baffle inserting plate 18 is arranged at the heightening supporting seat 22 above the water baffle 5 to increase the water baffle height. And rubber is adopted between the two water-retaining spiles 18 for sealing and stopping water.

When the water level of the river channel rises to the water inlet channel of the dam body, river water enters the grooves of the dam body through the water inlet channel and rises to the water level in the grooves, the floating body box generates buoyancy to lift the water baffle arranged on the floating body box due to the rise of the water level, and the guide rollers restrain the water baffle to rise along a straight line in the lifting process of the water baffle. When the waterproof baffle rises to the inclined plane of the waterproof baffle and the inclined plane of the guide roller mounting assembly is overlapped, thrust is generated until the waterproof baffle moves towards the side water stop rubber, and the waterproof baffle is tightly bound with the side water stop rubber to prevent river water from permeating. The method can be widely applied to urban bottom depressions and sections where waterlogging easily occurs, and the problem of ponding disasters caused by continuous rainfall in cities is effectively reduced or avoided.

While embodiments of the present invention have been shown and described, it is to be understood that the above embodiments are exemplary and not to be construed as limiting the present invention, and that those skilled in the art include within their scope variations, modifications, substitutions and alterations.

Claims

1. The utility model provides a remove automatic vertical lift flood control device of combination formula which characterized in that: the dam comprises a dam body, wherein a water inlet channel and a groove are formed in the dam body, and the water inlet channel is communicated with the groove;

also comprises a floating body box, a water baffle, side water stopping rubber and a guide roller mounting component, wherein

The floating body box is arranged in the groove, the water baffle is fixedly arranged on the floating body box, and the floating body box generates buoyancy to lift the water baffle arranged on the floating body box due to the rise of the water level;

the guide roller mounting assembly comprises an assembly body and a guide roller assembly arranged on the assembly body; the guide roller mounting assembly is used for restraining the waterproof baffle plate from ascending along a straight line;

the waterproof baffle is provided with a first inclined surface, and the assembly body is provided with a second inclined surface; when the water baffle rises to the first inclined plane of the water baffle and is overlapped with the second inclined plane on the guide roller mounting assembly, thrust is generated until the waterproof baffle moves towards the side water stop rubber, so that the waterproof baffle tightly presses the side water stop rubber to form a sealing structure.

2. The mobile combined automatic vertical lift flood protection device according to claim 1, wherein: the floating body box is provided with a T-shaped groove, the water baffle is provided with a base, a connecting piece matched with the T-shaped groove is arranged on the bottom surface of the base, and the connecting piece is arranged in the T-shaped groove.

3. The mobile combined automatic vertical lift flood protection device according to claim 2, wherein: the first inclined plane is arranged on the base of the waterproof baffle.

4. The mobile combined automatic vertical lift flood protection device according to claim 1, wherein: the bottom of the floating body box is provided with a groove which is formed by inwards sinking; and the bottom of the groove is provided with a positioning bulge matched with the groove in the floating body box.

5. The mobile combined automatic vertical lift flood protection device according to claim 1, wherein: the dam body is further provided with a drainage channel, the drainage channel is communicated with the groove, and a drainage one-way valve is arranged on the drainage channel.

6. The mobile combined automatic vertical lifting flood protection device according to any one of claims 1 to 4, wherein: still include the manger plate picture peg, the manger plate picture peg is installed additional the breakwater top.

7. The mobile combined automatic vertical lift flood protection device according to claim 6, wherein: still include supplementary lifting structure, supplementary lifting structure is used for supplementary body case lifting breakwater and manger plate picture peg.

8. The mobile combined automatic vertical lift flood protection device according to claim 7, wherein: the auxiliary lifting structure comprises an air cylinder, an air cylinder seat and an air compressor; wherein

9. The mobile combined automatic vertical lift flood protection device according to claim 8, wherein: the air compressor is connected with the air cylinder through an air conveying pipe, and a control valve is arranged on the air conveying pipe.

10. Flood control wall, its characterized in that: the flood control wall adopts the mobile combined type automatic vertical lifting flood control device of any one of claims 1 to 9, and is formed by combining at least one pair of flood control devices; the flood control wall can be used by one group of flood control devices alone or by a combination of multiple groups of flood control devices.