Roof equipment foundation

By designing the strip foundation arranged at intervals, a drainage channel is formed and the weight of the equipment foundation is reduced, which solves the problems of large foundation load, poor drainage and difficult maintenance of traditional equipment, and achieves better roof drainage and maintenance conditions.

CN222924030UActive Publication Date: 2025-05-30S Y TECH ENG & CONSTR CO LTD
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Patent Information

Application Number
CN202420944358.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-30
Publication Date
2025-05-30
Estimated Expiration
2034-04-30

AI Technical Summary

Technical Problem

Traditional equipment has large foundation loads, which affects roof drainage and maintenance.

Method used

A roofing equipment foundation is designed, using multiple strip foundations arranged at intervals. The extension direction of each strip foundation is the same as the roof drainage slope direction, forming multiple drainage channels and reducing the weight of the equipment foundation.

Benefits of technology

It effectively solves the problem of large load on the equipment foundation, improves the roof drainage capacity, and facilitates maintenance, ensuring the safe use of the equipment foundation.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of electronic equipment production, and discloses a roof equipment foundation which comprises a roof floor slab and an equipment placing plate which are oppositely arranged, and a plurality of strip-shaped foundations connected between the roof floor slab and the equipment placing plate, and the strip-shaped foundations are arranged at intervals. The extending direction of each strip-shaped foundation is the same as the roof drainage slope finding direction, the distance between any two adjacent strip-shaped foundations is larger than or equal to 0.9 m, and the height of the strip-shaped foundations is larger than or equal to 0.9 m. The roof equipment foundation disclosed by the utility model not only can solve the problem of large load of the equipment foundation, but also is convenient for roof drainage and maintenance.
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Description

Technical Field

[0001] The utility model relates to the technical field of electronic equipment production, in particular to a roofing equipment foundation. Background Art

[0002] With the rise of the electronics industry, more and more large equipment foundations are installed on the roofs of electronic equipment production plants to facilitate the placement of various equipment. However, traditional equipment foundations are usually solid concrete piers or steel frame foundations. In order to adapt to the size of the large equipment, the equipment foundation is also designed to be large, which not only leads to a large load on the equipment foundation, but also is not conducive to roof drainage and maintenance. Utility Model Content

[0003] The utility model provides a roof equipment foundation, which can not only solve the problem of heavy load on the equipment foundation, but also facilitates roof drainage and maintenance.

[0004] The utility model provides a roof equipment foundation, comprising a roof floor and an equipment placement plate arranged opposite to each other, and a plurality of strip foundations connected between the roof floor and the equipment placement plate, wherein the plurality of strip foundations are arranged at intervals, and the extension direction of each of the strip foundations is the same as the roof drainage slope direction;

[0005] The distance between any two adjacent strip foundations is greater than or equal to 0.9m;

[0006] The height of the strip foundation is greater than or equal to 0.9m.

[0007] The roof equipment foundation provided by the utility model is provided with a plurality of strip foundations arranged at intervals on the equipment placement plate and the roof floor, and the extension direction of each strip foundation is the same as the roof drainage slope direction, so that a plurality of drainage channels can be formed, and the extension direction of each drainage channel is the same as the roof drainage direction. When there is water accumulation on the roof, the accumulated water can be drained along the plurality of drainage channels, thereby ensuring the drainage capacity of the roof. Compared with the existing solid equipment foundation, the roof equipment foundation in the utility model adopts an overhead solution, which can reduce the overall weight of the roof equipment foundation, thereby reducing the load. In addition, the spacing between two adjacent strip foundations is greater than or equal to 0.9m, and the height of the strip foundation is greater than or equal to 0.9m, so that the width and height of each drainage channel are sufficient, so that maintenance personnel can enter the drainage channel to repair the roof equipment foundation, thereby ensuring that the roof equipment foundation can be used safely.

[0008] In some possible implementations, a leak-proof cofferdam is provided on the side of the equipment placement plate facing away from the roof floor, the leak-proof cofferdam is provided with a discharge port, and the leak-proof cofferdam is connected to an external processing device via a pipe connected to the discharge port.

[0009] In some possible embodiments, the anti-leakage cofferdam is arranged circumferentially around the equipment placement plate.

[0010] In some possible embodiments, each of the strip footings includes a plurality of support columns, and the plurality of support columns are arranged at intervals along the extension direction of the strip footing.

[0011] In some possible embodiments, the distance between any two adjacent support columns in each of the strip footings is greater than or equal to 0.9 m.

[0012] In some possible embodiments, a waterproof coiled material is laid on one side surface of the roof floor slab facing the equipment placement plate, and the waterproof coiled material covers the part of the equipment roof floor slab outside the strip footing.

[0013] In some possible embodiments, the part of the waterproof coiled material corresponding to the connection part of the strip footing and the roof floor slab is bent relative to the roof floor slab and then attached to the surface of the strip footing and extends towards the equipment placement plate.

[0014] In some possible embodiments, a raised portion is arranged circumferentially on the strip footing, the raised portion protrudes from the surface of the strip footing, and the end of the part where the waterproof coiled material is attached to the strip footing is located between the raised portion and the roof floor slab.

[0015] In some possible embodiments, a heat preservation layer is laid on the side surface of the waterproof coiled material facing away from the roof floor slab, and the heat preservation layer covers the part of the waterproof coiled material outside the strip footing. Brief Description of the Drawings

[0016] Figure 1 is an overall structural schematic diagram of a roof equipment foundation in an embodiment of the present invention;

[0017] Figure 2 is a sectional structural schematic diagram of a roof equipment foundation in an embodiment of the present invention;

[0018] Figure 3 is another overall structural schematic diagram of a roof equipment foundation in an embodiment of the present invention.

[0019] In the figure:

[0020] 100 - roof floor slab; 200 - equipment placement plate; 210 - anti-leakage cofferdam; 300 - strip footing; 310 - raised portion; 320 - support column; 400 - waterproof coiled material; 500 - heat preservation layer; S - drainage channel. Detailed Description of the Embodiments

[0021] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0022] Referring to Figure 1 , the roof equipment foundation in the embodiments of the present invention may include a roof floor slab 100, an equipment placement plate 200, and a plurality of strip foundations 300. Among them, the roof floor slab 100 and the equipment placement plate 200 are arranged opposite to each other. The roof floor slab 100 is used to be placed on the roof and serves as the bearing foundation of the entire roof equipment foundation, and the equipment placement plate 200 is used to place equipment. The plurality of strip foundations 300 are respectively connected between the roof floor slab 100 and the equipment placement plate 200. The plurality of strip foundations 300 are arranged at intervals, and moreover, the extending direction of each strip foundation 300 is the same as the roof drainage slope direction ( Figure 1 the direction indicated by the arrow in

[0023] ). It can be understood that in this embodiment, by arranging a plurality of strip foundations 300 arranged at intervals, a drainage channel S for passing rainwater can be formed between any two adjacent strip foundations 300. Since the extending direction of each strip foundation 300 is the same as the roof drainage slope direction, it means that the extending direction of the drainage channel S is the same as the roof drainage direction. When there is water accumulation on the roof, the accumulated water can flow away along the plurality of drainage channels S, thereby ensuring the drainage capacity of the roof. In addition, compared with the solid equipment foundation in the prior art, arranging a plurality of strip foundations 300 arranged at intervals in this embodiment can reduce the overall weight of the roof equipment foundation, thereby reducing the load.

[0024] Furthermore, referring to Figure 2 , the distance a between any two adjacent strip foundations 300 is greater than or equal to 0.9 m, and the height b of the strip foundation 300 is greater than or equal to 0.9 m. In this way, the width and height of each drainage channel S can be sufficient, so that maintenance personnel can enter the drainage channel S to repair the roof equipment foundation, thereby ensuring the safe use of the roof equipment foundation.

[0025] Referring to Figure 1 and Figure 2, on the side of the equipment placement plate 200 facing away from the roof floor slab 100, there is a leakage prevention weir 210. The leakage prevention weir 210 can be arranged around the circumference of the equipment placement plate 200. Specifically, the leakage prevention weir 210 is close to the edge of the equipment placement plate 200 so that the area of the leakage prevention weir 210 can be as large as possible. When the acid-base waste gas treatment equipment placed on the equipment placement plate 200 leaks liquid during operation, the leaked acid-base waste liquid can flow into the leakage prevention weir 210 to prevent the acid-base waste liquid from corroding the roof equipment foundation, thus ensuring the safe operation of the roof equipment foundation.

[0026] To facilitate more acid-base waste liquid to flow into the leakage prevention weir 210, as an optional implementation, there can be a certain slope between the center and the edge of the equipment placement plate 200. On the basis of not affecting the placement of equipment, this slope can make the liquid flow from the center of the equipment placement plate 200 towards the edge. In this way, when the acid-base waste liquid leaks, under the action of gravity, the acid-base waste liquid can smoothly flow into the leakage prevention weir 210.

[0027] In addition, the leakage prevention weir 210 is also provided with a drainage outlet (not shown in the figure). The drainage outlet can be connected with a pipeline, and the other end of the pipeline is communicated with an external treatment device so that the acid-base waste liquid in the leakage prevention weir 210 can flow into the external treatment device from the drainage outlet. That is to say, the leakage prevention weir 210 in this embodiment can also realize the recycling treatment of the acid-base waste liquid, further reducing the risk of the acid-base waste liquid corroding the roof equipment foundation.

[0028] Continue to refer to Figure 2 , on the surface of the roof floor slab 100 facing the equipment placement plate 200, there is also a waterproof coiled material 400 laid to prevent rainwater from leaking through the waterproof coiled material 400. The waterproof coiled material 400 can cover all parts of the roof floor slab 100 except the strip foundation 300, thereby enhancing the waterproof performance of the roof equipment foundation as much as possible. As Figure 2 shown, the part of the waterproof coiled material 400 corresponding to the connection part of the strip foundation 300 and the roof floor slab 100 is bent relative to the roof floor slab 100 and then attached to the surface of the strip foundation 300, and the end of this part of the waterproof coiled material 400 extends towards the equipment placement plate 200. It can be understood that the waterproof coiled material 400 is not only laid on the surface of the roof floor slab 100, but also laid on the side surface of the strip foundation 300, so as to avoid the part where the roof floor slab 100 is connected to the strip foundation 300 being exposed due to the improper laying of the waterproof coiled material 400 when only laying the waterproof coiled material 400 on the roof floor slab 100, resulting in poor waterproof effect. Therefore, in this embodiment, extending the waterproof coiled material 400 to the surface of the strip foundation 300 can further improve the waterproof effect of the roof equipment foundation.

[0029] Furthermore, as Figure 1 andFigure 2 As shown, each strip foundation 300 is provided with a convex portion 310 along the circumferential direction. The convex portion 310 protrudes from the surface of the strip foundation 300. And, for example, the convex portion 310 can be parallel to the equipment placement plate 200. The end of the part where the waterproof coiled material 400 adheres to the strip foundation 300 is located between the convex portion 310 and the roof floor slab 100. Exemplarily, the end of the waterproof coiled material 400 can adhere to the surface of the convex portion 310 facing the roof floor slab 100. When rainwater flows from top to bottom, after the rainwater contacts the convex portion 310, it will flow along the width direction of the convex portion 310, and then fall onto the waterproof coiled material 400 laid on the roof floor slab 100. In this way, it can be avoided that rainwater enters the gap between the part where the waterproof coiled material 400 adheres to the strip foundation 300 and the strip foundation 300, thereby further improving the waterproof effect.

[0030] In addition, a heat preservation layer 500 is also laid on the surface of the waterproof coiled material 400 facing away from the roof floor slab 100. The heat preservation layer 500 can also cover all parts of the waterproof coiled material 400 except the strip foundation 300, so as to play a heat preservation effect on the roof.

[0031] Reference Figure 3 , in some embodiments, each strip foundation 300 may include a plurality of support columns 320 arranged at intervals. The plurality of support columns 320 are arranged along the extension direction of the strip foundation 300. In this embodiment, the strip foundation 300 is further divided into a plurality of independent support columns 320. While meeting the support for the equipment, it can further reduce the weight of the foundation of the roof equipment.

[0032] The shape of the support column 320 can be square, for example. At this time, each support column 320 can be provided with a convex portion 310. The convex portion 310 is arranged around the circumference of the support column 320 to block rainwater from entering the gap between the waterproof coiled material 400 and the support column 320.

[0033] In this embodiment, the distance between any two adjacent support columns 320 in each strip foundation 300 can be greater than or equal to 0.9 m. In this way, it is convenient for maintenance personnel to enter the interior of the drainage channel from the space between any two adjacent support columns 320, so as to accurately find the part that needs to be repaired and maintain it in time to ensure the safety of equipment operation.

[0034] Obviously, those skilled in the art can make various changes and modifications to the embodiments of the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalent technologies, the present invention also intends to include these modifications and variations.

Claims

1. A roof equipment foundation, characterized in that: It comprises a roof slab and an equipment placement plate arranged opposite to each other, and a plurality of strip foundations connected between the roof slab and the equipment placement plate, wherein the plurality of strip foundations are arranged at intervals, and the extension direction of each of the strip foundations is the same as the roof drainage slope direction; The distance between any two adjacent strip foundations is greater than or equal to 0.9m; The height of the strip foundation is greater than or equal to 0.9m.

2. The roof equipment foundation according to claim 1, characterized in that: A leak-proof cofferdam is arranged on the side of the equipment placement plate away from the roof floor, the leak-proof cofferdam is provided with a discharge port, and the leak-proof cofferdam is connected to an external processing device through a pipeline connected to the discharge port.

3. The roof equipment foundation according to claim 2, characterized in that: The anti-leakage cofferdam is arranged around the circumference of the equipment placement plate.

4. The roof equipment foundation according to claim 1, characterized in that: Each of the strip foundations includes a plurality of support columns, and the plurality of support columns are arranged at intervals along the extension direction of the strip foundation.

5. The roof equipment foundation according to claim 4, characterized in that: The distance between any two adjacent support columns in each of the strip foundations is greater than or equal to 0.9 m.

6. The roof equipment foundation according to claim 1, characterized in that: A waterproofing coil is laid on a surface of the roof slab on one side facing the equipment placement plate, and the waterproofing coil covers a portion of the equipment roof slab that is located outside the strip foundation.

7. The roof equipment foundation according to claim 6, characterized in that: The portion of the waterproofing membrane corresponding to the connection portion between the strip foundation and the roof slab is bent relative to the roof slab and adhered to the surface of the strip foundation, and extends toward the equipment placement plate.

8. The roof equipment foundation according to claim 7, characterized in that: The strip foundation is provided with a raised portion along the circumferential direction, the raised portion protrudes from the surface of the strip foundation, and the end of the waterproof membrane attached to the strip foundation is located between the raised portion and the roof floor.

9. The roof equipment foundation according to claim 6, characterized in that: A heat-insulating layer is laid on the surface of the waterproof coiled material on one side facing away from the roof slab, and the heat-insulating layer covers the portion of the waterproof coiled material located outside the strip foundation.