Energy storage box floor drainage structure

Abstract

The utility model discloses a floor drain structure of energy storage box floor, and energy storage box floor is equipped with a plurality of sets of floor one and floor two, floor one and floor two are arranged side by side, and the lowest point one of floor one is communicated with the lowest point two of floor two through a sleeve pipe, and a floor drain is arranged at the lowest point two, wherein the lowest point one is higher than the top plane of the floor drain. The utility model reduces the quantity of floor drains by half, and reduces the manufacturing cost and the later maintenance cost.

Description

Technical Field

[0001] This utility model relates to the field of energy storage boxes, and in particular to a drainage structure for the floor of an energy storage box. Background Technology

[0002] To address the issue of condensation buildup inside existing energy storage boxes, a floor drain is typically installed at the bottom of each compartment.

[0003] However, the existing drainage structure requires a large number of floor drains, which increases manufacturing and maintenance costs.

[0004] Therefore, it is necessary to develop a new type of drainage structure for the floor of energy storage tanks to overcome the above problems. Utility Model Content

[0005] Purpose of the utility model: In view of the shortcomings and defects of the existing technology, this utility model provides a floor drainage structure for energy storage boxes, which reduces the number of floor drains by half, thereby reducing manufacturing costs and subsequent maintenance costs.

[0006] Technical solution: The present invention provides a drainage structure for the floor of an energy storage box, characterized in that: the floor of the energy storage box is provided with several sets of floor 1 and floor 2, floor 1 and floor 2 are arranged side by side, the lowest point 1 of floor 1 is connected to the lowest point 2 of floor 2 through a sleeve, and a floor drain is provided at the lowest point 2; the lowest point 1 is higher than the top plane of the floor drain.

[0007] The floor is provided with a lowest point and a highest point.

[0008] The lowest point and the highest point are set diagonally.

[0009] The second floor has a lowest point and a highest point.

[0010] The second lowest point and the second highest point are set diagonally opposite each other.

[0011] The sleeve is inclined, with one side of the sleeve on the floor being higher than the other two sides of the floor.

[0012] The lowest point is a triangular structure.

[0013] The web of the I-beam between floor 1 and floor 2 has several elliptical through holes.

[0014] Beneficial effects: Compared with the prior art, the present invention has the following significant advantages: The present invention only sets one floor drain for each set of floor one and floor two, reducing the number of floor drains by half; the cost of setting the sleeve is much lower than the cost of setting the floor drain, reducing the manufacturing cost and the later maintenance cost. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the structure of this utility model;

[0016] Figure 2 This is a schematic diagram of the cross-sectional structure of the present invention;

[0017] Figure 3 This is a partial structural schematic diagram of the present invention;

[0018] In the diagram, 1 represents floor 1; 2 represents floor 2; 3 represents the sleeve; 4 represents the floor drain; 11 represents the lowest point 1; 12 represents the highest point 1; 21 represents the lowest point 2; and 22 represents the highest point 2. Detailed Implementation

[0019] The technical solution of this utility model will be further described below with reference to the accompanying drawings and specific embodiments.

[0020] This utility model discloses a drainage structure for the floor of an energy storage tank. The floor of the energy storage tank has several sets of floor 1 and floor 2 sections, arranged side-by-side. The lowest point 11 of floor 1 is connected to the lowest point 21 of floor 2 via a sleeve 3. A drain 4 is located at the lowest point 21; the lowest point 11 is higher than the top plane of the drain 4. Floor 1 has a lowest point 11 and a highest point 12, arranged diagonally. Floor 2 has a lowest point 21 and a highest point 22, also arranged diagonally. The sleeve 3 is inclined, with the floor 1 side of the sleeve 3 higher than the floor 2 side. The lowest point 11 has a triangular structure. Several elliptical through holes are formed on the web of the I-beam between floor 1 and floor 2.

[0021] When in use, water accumulated on floor 2 flows out from drain 4 at the lowest point 21. Water accumulated on floor 1 flows into drain 4 at the lowest point 21 through sleeve 3 at the lowest point 11.

[0022] This invention utilizes a single floor drain to meet the drainage needs of two partitions. The lowest points of floor 1 and floor 2 (where the floor drain is located) are situated on either side of the bottom beam. The lowest point of floor 1 is higher than the lowest point of floor 2, and a drainage pipe is formed by connecting a square tube through a sleeve. During sleeve installation, one side of floor 1 must be higher than the other side. The lowest point of floor 1 is a small triangular plane, ensuring that the water surface is lower than the main plane of the floor. Several elliptical through holes are made in the web of the central I-beam, ensuring that all water flow from the other side of the floor passes through these holes to the side with the floor drain. Furthermore, the floor 1 on the other side is also positioned so that the side closest to the bottom beam is higher than the side closest to the I-beam.

[0023] This utility model only requires one floor drain for each set of floor one and floor two, reducing the number of floor drains by half; the cost of setting up the sleeve is much lower than the cost of setting up the floor drain, thus reducing manufacturing and subsequent maintenance costs.

Claims

1. A drainage structure for the floor of an energy storage tank, characterized in that: The energy storage box floor is provided with several sets of floor 1 (1) and floor 2 (2), floor 1 (1) and floor 2 (2) are arranged side by side, the lowest point 1 (11) of floor 1 (1) is connected to the lowest point 2 (21) of floor 2 (2) through sleeve (3), and a floor drain (4) is provided at the lowest point 2 (21); the lowest point 1 (11) is higher than the top plane of the floor drain (4).

2. The energy storage tank floor drainage structure according to claim 1, characterized in that: The floor 1 (1) is provided with a lowest point 1 (11) and a highest point 1 (12).

3. The energy storage tank floor drainage structure according to claim 2, characterized in that: The lowest point (11) and the highest point (12) are set diagonally opposite each other.

4. The energy storage tank floor drainage structure according to claim 1, characterized in that: The floor 2 (2) is provided with a lowest point 2 (21) and a highest point 2 (22).

5. The energy storage tank floor drainage structure according to claim 1, characterized in that: The lowest point two (21) and the highest point two (22) are set diagonally.

6. The energy storage tank floor drainage structure according to claim 1, characterized in that: The sleeve (3) is inclined, with the floor one (1) side of the sleeve (3) being higher than the floor two (2) side.

7. The energy storage tank floor drainage structure according to claim 1, characterized in that: The lowest point (11) is a triangular structure.

8. The energy storage tank floor drainage structure according to claim 1, characterized in that: Several elliptical through holes are provided on the web of the I-beam between floor 1 (1) and floor 2 (2).

Images