CN219364477U

CN219364477U - Hydropower house flood control wall

Info

Publication number: CN219364477U
Application number: CN202320855310.6U
Authority: CN
Inventors: 王明胜
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-04-18
Filing date: 2023-04-18
Publication date: 2023-07-18
Anticipated expiration: 2033-04-18

Abstract

The utility model relates to the technical field of flood control walls and discloses a flood control wall of a hydropower station, which comprises the hydropower station and a concrete base, wherein the concrete base is arranged on the outer side of the hydropower station, a storage groove I is formed in the top surface of the concrete base, a plurality of flood control walls are arranged in the storage groove I, a plurality of rotary seats are arranged on one side of the storage groove I, the flood control walls are rotationally connected to the rotary seats, each flood control wall is rotationally connected with two multi-stage hydraulic rods on the flood back surface, a storage groove II is arranged at the bottom of the storage groove I, the bottom ends of the multi-stage hydraulic rods are rotationally connected to the inner wall of the storage groove II, and the structure can erect the flood control wall to form a flood control mechanism of the hydropower station by utilizing the multi-stage hydraulic rods.

Description

Hydropower house flood control wall

Technical Field

The utility model belongs to the technical field of flood control walls, and particularly relates to a hydropower station plant flood control wall.

Background

The power station factory building is a building in which a water turbine, a hydraulic generator and various auxiliary equipment are installed in a hydropower station. The system generally comprises a main power plant of the hydropower station and an auxiliary power plant of the hydropower station. It is a complex of hydraulic building, machinery and electric equipment, and is also a place for operators to carry out production activities.

The wall body of the lower portion of the existing hydropower station factory building is of a wall body structure designed by flood control, but personnel and equipment need to enter and exit from the factory entrance of the factory building, so that flood control capacity of the factory entrance is weakest, when flood is generated, flood control walls are arranged at the factory entrance to assist flood control, and the flood control walls of the hydropower station factory building can be applied to the factory entrance to control flood, for example, the flood control walls of the hydropower station factory building are published by bulletin No. CN 218405276U.

Above-mentioned structure needs the manual handling combination installation when the power house flood control uses, and still needs the later stage installation to consolidate when the flood control, and complex operation during the use, and installation time is long, needs a large amount of manpower cooperation installations, and still need demolish alone after the later stage flood season to transport to the place of depositing, and is very troublesome, in order to solve the above-mentioned problem that proposes, provides a power house flood control wall.

Disclosure of Invention

The utility model aims at: in order to solve the problems, the flood control wall for the hydropower house is provided.

The technical scheme adopted by the utility model is as follows: the utility model provides a hydroelectric power plant flood control wall, includes hydroelectric power plant and concrete base, concrete base sets up the outside of hydroelectric power plant, set up on concrete base's the top surface and accomodate groove one, be provided with a plurality of flood control walls in accomodating groove one, one side of accomodating groove one is provided with a plurality of transposition, flood control wall rotates to be connected on the transposition, every flood control wall's back flood surface rotates to be connected with two multistage hydraulic stems, accomodate groove one's bottom is provided with accomodates groove two, multistage hydraulic stem's bottom rotates to be connected accomodate on groove two's the inner wall.

In a preferred embodiment, the upper surface of the concrete base is flush with the ground.

In a preferred embodiment, the first receiving groove can completely receive the flood wall, and the flood wall is flush with the upper surface of the concrete base after being retracted.

In a preferred embodiment, the second receiving groove can fully receive the multi-stage hydraulic rod.

In a preferred embodiment, the lower part of the flood wall is provided with an inner groove, and the swivel base is arranged in the inner groove.

In a preferred embodiment, a bottom sealing strip is mounted at one side wall of the receiving groove.

In a preferred embodiment, a first clamping plate is arranged on one side of the flood control wall, a second clamping plate is arranged on the other side of the flood control wall, and a side sealing strip is arranged on the second clamping plate.

In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:

1. according to the hydraulic structure, the flood control wall is pushed to be erected by means of the expansion and contraction of the multi-stage hydraulic rods, so that when flood comes, the flood control wall is utilized to block the flood, the flood is prevented from impacting the hydropower station, the hydropower station is protected, the flood control wall is built without manual carrying and installation, and the flood control wall is built for a short time.

2. In the utility model, after the flood season is finished, the multi-stage hydraulic rod is started to shrink, so that the flood control wall is stored in the first storage groove, and the flood control wall is not required to be disassembled, transported and stored back and forth, and is very convenient to use.

Drawings

FIG. 1 is a schematic diagram of the front view of the present utility model;

FIG. 2 is a schematic diagram of a three-dimensional structure of a concrete foundation according to the present utility model;

fig. 3 is a schematic and schematic perspective view of a flood wall according to the present utility model.

The marks in the figure: 1-hydropower station, 2-concrete base, 3-storage tank I, 4-flood control wall, 5-swivel mount, 6-multistage hydraulic stem, 7-storage tank II, 8-inner groove, 9-bottom sealing strip, 10-cardboard I, 11-cardboard II, 12-side sealing strip.

Detailed Description

For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions in the embodiments of the present utility model will be clearly and completely described in the following in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

A hydropower station flood wall according to an embodiment of the utility model will be described in detail with reference to fig. 1 to 3.

Examples:

the embodiment of the utility model provides a hydropower house flood wall, referring to fig. 1 and 2, the hydropower house flood wall comprises a hydropower house 1 and a concrete base 2, the concrete base 2 is arranged on the outer side of the hydropower house 1, a storage groove I3 is formed in the top surface of the concrete base 2, a plurality of flood control walls 4 are arranged in the storage groove I3, a plurality of swivel bases 5 are arranged on one side of the storage groove I3, the flood control walls 4 are rotationally connected to the swivel bases 5, the back flood surface of each flood control wall 4 is rotationally connected with two multi-stage hydraulic rods 6, the bottom of the storage groove I3 is provided with a storage groove II 7, the bottom ends of the multi-stage hydraulic rods 6 are rotationally connected to the inner wall of the storage groove II 7, the multi-stage hydraulic rods 6 are started at the moment, and the flood control walls 4 are pushed to erect by the expansion and contraction of the multi-stage hydraulic rods 6, so that when flood water comes, the flood control walls 4 are utilized to stop flood water, the flood control of the hydropower house 1 is prevented, the flood control walls 4 do not need to be manually carried and installed, and the flood control walls 4 are quickly constructed;

after the flood season is finished, the multistage hydraulic rod 6 is started to shrink, so that the flood control wall 4 is stored in the storage groove I3, and the flood control wall 4 does not need to be detached, carried and stored back and forth, and is quite convenient to use.

Referring to fig. 1 and 2, the upper surface of the concrete base 2 is flush with the ground, the first storage groove 3 can completely receive the flood wall 4, and the flood wall 4 is flush with the upper surface of the concrete base 2 after being retracted, and the flood wall 4 is flush with the ground after being received in the first storage groove 3 during the structure, so that the structure is more attractive and practical.

Referring to fig. 1 and 2, the second storage tank 7 can fully receive the multi-stage hydraulic rod 6, and the multi-stage hydraulic rod 6 is received in the second storage tank 7, so that the multi-stage hydraulic rod 6 does not affect the storage of the flood wall 4.

Referring to fig. 2 and 3, an inner groove 8 is formed at the lower portion of the flood wall 4, and the swivel mount 5 is disposed in the inner groove 8.

Referring to fig. 2, a bottom sealing strip 9 is installed at a side wall of one side of the receiving groove, and the structure seals a connection joint between the flood control wall 4 and the receiving groove 3 by using the bottom sealing strip 9, thereby sealing the bottom of the flood control wall 4.

Referring to fig. 3, a first clamping plate 10 is arranged on one side of the flood control wall 4, a second clamping plate 11 is arranged on the other side of the flood control wall 4, a side sealing strip 12 is arranged on the second clamping plate 11, the first clamping plate 10 and the second clamping plate 11 of two adjacent flood control walls 4 in the structure are attached, then gaps of the adjacent flood control walls 4 are sealed by the side sealing strips 12, and water resistance between the adjacent flood control walls 4 is guaranteed.

It should be noted that: the structure is applied to flood control of the hydropower house 1.

The implementation principle of the hydropower house flood wall of the embodiment of the application is as follows: when the flood season is used, before flood season comes, equipment personnel sequentially start the stage hydraulic rods 6 of the flood control walls 4, the flood control walls 4 are erected by utilizing the expansion and contraction of the multistage hydraulic rods 6, after one flood control wall 4 is erected, the next flood control wall 4 is erected, after the flood control wall 4 is erected, the bottom sealing strip 9 seals the connecting joint between the flood control wall 4 and the first storage groove 3, the bottom of the flood control wall 4 is sealed, the clamping plates 10 of two adjacent flood control walls 4 are attached to the clamping plates 11 in the same way, then the gaps of the adjacent flood control walls 4 are sealed by utilizing the side sealing strips 12, the water resistance between the adjacent flood control walls 4 is ensured, and when the flood control walls 4 are completely opened, a continuous flood control mechanism is formed beside the hydropower house 1, so that when flood water comes out, the flood control walls 4 are utilized to stop flood water, the hydropower house 1 is prevented from being impacted, and the hydropower house 1 is protected;

after the flood season is over, the multi-stage hydraulic rods 6 shrink, so that the flood control wall 4 is stored in the first storage groove 3, the flood control wall 4 does not need to be disassembled, transported and stored back and forth,

it is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.

The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.

Claims

1. The utility model provides a hydroelectric power plant flood control wall, includes hydroelectric power plant (1) and concrete base (2), its characterized in that: the concrete base (2) is arranged on the outer side of the hydropower house (1), a storage groove I (3) is formed in the top surface of the concrete base (2), a plurality of flood control walls (4) are arranged in the storage groove I (3), a plurality of swivel bases (5) are arranged on one side of the storage groove I (3), the flood control walls (4) are rotationally connected onto the swivel bases (5), each flood control wall (4) is rotationally connected with two multi-stage hydraulic rods (6), a storage groove II (7) is arranged at the bottom of the storage groove I (3), and the bottom ends of the multi-stage hydraulic rods (6) are rotationally connected onto the inner wall of the storage groove II (7).

2. A hydroelectric power plant flood wall according to claim 1, wherein: the upper surface of the concrete base (2) is flush with the ground.

3. A hydroelectric power plant flood wall according to claim 1, wherein: the first storage groove (3) can completely collect the flood control wall (4), and the flood control wall (4) is flush with the upper surface of the concrete base (2) after being collected.

4. A hydroelectric power plant flood wall according to claim 1, wherein: the second storage groove (7) can fully store the multi-stage hydraulic rod (6).

5. A hydroelectric power plant flood wall according to claim 1, wherein: an inner groove (8) is formed in the lower portion of the flood control wall (4), and the rotary seat (5) is arranged in the inner groove (8).

6. A hydroelectric power plant flood wall according to claim 1, wherein: a bottom sealing strip (9) is arranged at one side wall of the storage groove.

7. A hydroelectric power plant flood wall according to claim 1, wherein: one side of the flood control wall (4) is provided with a first clamping plate (10), the other side of the flood control wall () is provided with a second clamping plate (11), and a side sealing strip (12) is arranged on the second clamping plate (11).