CN220538547U - Subway wind pavilion flood control system installation basis - Google Patents
Subway wind pavilion flood control system installation basis Download PDFInfo
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- CN220538547U CN220538547U CN202321769801.5U CN202321769801U CN220538547U CN 220538547 U CN220538547 U CN 220538547U CN 202321769801 U CN202321769801 U CN 202321769801U CN 220538547 U CN220538547 U CN 220538547U
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- flood control
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- baffle
- plate
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- 238000009434 installation Methods 0.000 title claims abstract description 42
- 210000001503 joint Anatomy 0.000 claims abstract 2
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 230000000694 effects Effects 0.000 abstract description 4
- 230000004888 barrier function Effects 0.000 description 11
- 239000003351 stiffener Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
The application relates to the technical field of subway wind pavilion flood control, in particular to a subway wind pavilion flood control system installation foundation which comprises a concrete base, a pre-buried plate, a shell frame and a flood control baffle plate; the embedded plate is arranged on the concrete base, the shell frame is connected to the embedded plate, and the flood control baffle is arranged in the shell frame in a lifting manner; the concrete base comprises a base frame body and a limit frame body which are coaxially arranged, wherein the limit frame body is fixedly arranged on the inner side of the top surface of the base frame body, the embedded plate is arranged on the top surface of the base frame body, the bottom of the shell frame is connected to the embedded plate, and the inner wall of the shell frame is in butt joint with the outer wall of the limit frame body. The application has the effect of being convenient for install subway wind pavilion flood control system.
Description
Technical Field
The application relates to the technical field of subway wind pavilion flood control, in particular to a subway wind pavilion flood control system installation foundation.
Background
The subway air pavilion is a ground building of a subway air channel and mainly aims at collecting and exhausting fresh air and is directly connected with an internal system of a subway. According to the division of the using functions, the subway wind pavilion can be divided into a fresh air pavilion, an exhaust pavilion and a piston wind pavilion. The subway station generally sets up 2 8 wind pavilions of group, and wherein 2 new trend pavilions, 2 pavilions of airing exhaust, 4 piston wind pavilions. Current settings for wind kiosks are generally divided into centralized arrangements and decentralized arrangements. Centralized arrangements are often provided at the wind kiosks, typically at both ends of the station. The wind pavilion is distributed by the distributed wind pavilion, namely, the wind pavilion is distributed. The high wind pavilion is similar to the centralized wind pavilion in arrangement form, and has relatively small influence on surrounding environment and landscape.
One of the main reasons for flooding is that the subway wind pavilion is low and not enough in height, in order to solve the problem of flooding of the subway caused by the low wind pavilion, some flood control systems are applied to the subway wind pavilion at present, so that a subway wind pavilion flood control system installation foundation needs to be provided for installing the subway wind pavilion flood control system.
Disclosure of Invention
In order to install subway wind pavilion flood control system, this application provides a subway wind pavilion flood control system installation basis.
The application provides a subway wind pavilion flood control system installation basis adopts following technical scheme:
a subway wind pavilion flood control system installation foundation comprises a concrete base, a pre-buried plate, a shell frame and a flood control baffle; the embedded plate is arranged on the concrete base, the shell frame is connected to the embedded plate, and the flood control baffle is arranged in the shell frame in a lifting manner.
Through adopting above-mentioned technical scheme, when concrete base pours subaerial, carry out the pre-buried of pre-buried board to realize the fixed of pre-buried board and concrete base, convert the connection of casing frame and concrete base into the connection between casing frame and the pre-buried board, the operation is more convenient, and flood control baffle goes up and down to set up in casing frame, and when the flood control baffle risen, flood control system starts, provides the flood control basis.
Optionally, the concrete base includes the base framework and the spacing framework of coaxial setting, spacing framework is fixed to be set up in the inboard of base framework top surface, the pre-buried board sets up on the top surface of base framework, the bottom of casing frame is connected on the pre-buried board, the inner wall of casing frame and the outer wall butt of spacing framework.
Through adopting above-mentioned technical scheme, can fix the bottom of casing frame, carry out spacingly to the inboard of casing frame simultaneously, improve the stability of casing frame installation.
Optionally, the shell frame includes a shell inner side plate, a shell outer side plate, an inner support frame, an outer support frame and a cover plate, wherein the shell inner side plate is positioned at the inner side of the shell outer side plate, a space between the shell inner side plate and the shell outer side plate is an installation space, the inner support frame and the outer support frame are both arranged in the installation space, the inner support frame is fixedly connected with the shell inner side plate, and the outer support frame is fixedly connected with the shell outer side plate; the cover plate is fixedly connected to the top surfaces of the inner support frame and the outer support frame, and the flood control baffle plate penetrates through the cover plate and is arranged in the installation space in a lifting mode.
Through adopting above-mentioned technical scheme, when installing the casing frame, with interior curb plate, casing lateral plate, interior support frame, outer support frame and apron assemble the connection can, the installation is convenient, and interior curb plate, casing lateral plate, interior support frame, outer support frame and apron can be prefabricated respectively and transport simultaneously, processing, transportation are convenient. The setting of installation space has effectively saved the material on the one hand, and on the other hand also provides the space for the lift of flood control baffle, and the holistic structural strength of casing frame has then effectively been improved in the setting of inner support frame and outer support frame.
Optionally, two embedded plates on each side of the concrete base are arranged in parallel, the bottom of the inner supporting frame is fixedly connected with the embedded plates on the inner side through screws, and the bottom of the outer supporting frame is fixedly connected with the embedded plates on the outer side through screws.
Through adopting above-mentioned technical scheme, be convenient for the casing frame be connected with the pre-buried board, and connect stably, firmly.
Optionally, the flood control baffle includes interior baffle, outer baffle and stiffener, interior baffle is located the inboard of outer baffle, the stiffener has many and all is located between interior baffle and the outer baffle, one side and interior baffle fixed connection of stiffener, the other end and the outer baffle fixed connection of stiffener.
Through adopting above-mentioned technical scheme, interior baffle, outer baffle and stiffener can be prefabricated respectively and transportation, processing, transportation are convenient, and save material, and the setting of stiffener then helps increasing the structural strength of flood control baffle.
Optionally, a waterproof cover is arranged on the top surface of the flood control baffle, and the waterproof cover can completely cover the outer edge of the shell frame.
Through adopting above-mentioned technical scheme, when flood control baffle was in the state of falling, waterproof lid can play waterproof effect, reduces the water yield that gets into installation space.
Optionally, be provided with the drain pipe in the concrete base, the drain pipe is buckled and is set up, the top surface of base framework is run through to the one end of drain pipe and with installation space intercommunication, the inside wall of base framework is run through to the other end of drain pipe.
By adopting the technical scheme, the drain pipe can drain the water entering the installation space.
Optionally, the drain pipe is provided with many, and many the drain pipe is disposed in the four sides of concrete base.
Through adopting above-mentioned technical scheme, the drain pipe of being convenient for is discharged from diversified, improves drainage efficiency.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the concrete base is poured on the ground, the embedded plates are embedded, so that the fixation of the embedded plates and the concrete base is realized, the connection between the shell frame and the concrete base is converted into the connection between the shell frame and the embedded plates, the operation is more convenient, the flood control baffle is arranged in the shell frame in a lifting manner, and when the flood control baffle ascends, the flood control system is started to provide a flood control foundation;
2. the concrete base comprises a base frame body and a limit frame body which are coaxially arranged, the bottom of the shell frame can be fixed, the inner side of the shell frame is limited, and the installation stability of the shell frame is improved;
3. when the shell frame is installed, the inner side plate, the shell outer side plate, the inner support frame, the outer support frame and the cover plate are assembled and connected, the installation is convenient, and meanwhile, the inner side plate, the shell outer side plate, the inner support frame, the outer support frame and the cover plate can be prefabricated and transported respectively, so that the processing and the transportation are convenient; the setting of installation space has effectively saved the material on the one hand, and on the other hand also provides the space for the lift of flood control baffle, and the holistic structural strength of casing frame has then effectively been improved in the setting of inner support frame and outer support frame.
Drawings
Fig. 1 is a schematic diagram of an overall structure of a subway wind booth flood control system installation foundation according to an embodiment of the application.
Fig. 2 is a schematic structural diagram for showing a limiting frame in an embodiment of the present application.
Fig. 3 is a schematic view of a structure for showing the mounting relationship of the housing frame and the flood barrier according to the embodiment of the present application.
Fig. 4 is a schematic view showing the structure of a housing frame in the embodiment of the present application.
Fig. 5 is a schematic structural view for showing a flood barrier according to an embodiment of the present application.
Reference numerals illustrate: 1. a concrete base; 11. a base frame; 12. a limit frame; 2. embedding a plate; 3. a housing frame; 31. a housing inner side plate; 311. an installation space; 32. an outer side plate of the shell; 33. an inner support; 34. an outer support; 35. a cover plate; 4. flood control baffles; 41. an inner baffle; 42. an outer baffle; 43. a reinforcing rod; 5. a waterproof cover; 6. and (5) a water drain pipe.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-5.
The embodiment of the application discloses a subway wind pavilion flood control system installation basis. Referring to fig. 1 and 2, the subway wind booth flood control system installation foundation comprises a concrete base 1, an embedded plate 2, a shell frame 3 and a flood control baffle 4; the embedded plate 2 is embedded on the concrete base 1, the shell frame 3 is connected to the embedded plate 2, and the flood control baffle 4 is arranged in the shell frame 3 in a lifting manner. The concrete foundation 1 includes the base framework 11 and the spacing framework 12 of coaxial setting, and spacing framework 12 is fixed to be set up in the inboard of base framework 11 top surface, and embedded board 2 sets up on the top surface of base framework 11, and the bottom of casing frame 3 is connected on embedded board 2, and the inner wall of casing frame 3 and the outer wall butt of spacing framework 12.
When the concrete base 1 is poured on the ground, the embedded plates 2 are embedded, so that the fixation of the embedded plates 2 and the concrete base 1 is realized, the connection between the shell frame 3 and the concrete base 1 is converted into the connection between the shell frame 3 and the embedded plates 2, the operation is more convenient, the flood control baffle 4 is lifted and arranged in the shell frame 3, and when the flood control baffle 4 ascends, the flood control system is started to provide a flood control foundation. The base frame 11 can fix the bottom of the housing frame 3, and the limit frame 12 can limit the inner side of the housing frame 3, which is helpful for improving the stability of the housing frame 3.
Referring to fig. 3 and 4, the housing frame 3 includes a housing inner side plate 31, a housing outer side plate 32, an inner support frame 33, an outer support frame 34, and a cover plate 35, the housing inner side plate 31 is located inside the housing outer side plate 32, a space between the housing inner side plate 31 and the housing outer side plate 32 is an installation space 311, the inner support frame 33 and the outer support frame 34 are both disposed in the installation space 311, the inner support frame 33 is fixedly connected with the housing inner side plate 31, and the outer support frame 34 is fixedly connected with the housing outer side plate 32; the cover 35 is fixedly coupled to the top surfaces of the inner and outer supports 33 and 34. The flood control baffle 4 passes through the cover plate 35 and is lifted and arranged in the installation space 311, and any device capable of realizing the lifting and falling of the flood control baffle 4 can be used, and details are omitted in the embodiment of the present application. Two embedded plates 2 on each side of the concrete base 1 are arranged in parallel, the bottom of the inner supporting frame 33 is fixedly connected with the embedded plates 2 on the inner side through screws, the bottom of the outer supporting frame 34 is fixedly connected with the embedded plates 2 on the outer side through screws, and the connection between the shell frame 3 and the embedded plates 2 is convenient, and the connection is stable and firm.
When the shell frame 3 is installed, the shell inner side plate 31, the shell outer side plate 32, the inner support frame 33, the outer support frame 34 and the cover plate 35 are assembled and connected, the installation is convenient, and meanwhile, the shell inner side plate 31, the shell outer side plate 32, the inner support frame 33, the outer support frame 34 and the cover plate 35 can be prefabricated and transported respectively, so that the processing and the transportation are convenient. The installation space 311 on the one hand effectively saves materials, on the other hand also provides space for lifting the flood control baffle 4, and the arrangement of the inner support frame 33 and the outer support frame 34 effectively improves the integral structural strength of the shell frame 3.
Referring to fig. 3 and 5, the flood control barrier 4 includes an inner barrier 41, an outer barrier 42 and reinforcing rods 43, the inner barrier 41 is located at the inner side of the outer barrier 42, the reinforcing rods 43 are multiple and are located between the inner barrier 41 and the outer barrier 42, one side of each reinforcing rod 43 is fixedly connected with the inner barrier 41, and the other end of each reinforcing rod 43 is fixedly connected with the outer barrier 42. The inner baffle 41, the outer baffle 42 and the reinforcing rods 43 can be prefabricated and transported respectively, the processing and the transportation are convenient, materials are saved, and the arrangement of the reinforcing rods 43 is helpful for increasing the structural strength of the flood control baffle 4. Be provided with waterproof cover 5 on the top surface of flood control baffle 4, waterproof cover 5 can cover the outer fringe of casing frame 3 completely, and when flood control baffle 4 was in the state of falling, waterproof cover 5 can play waterproof effect, reduces the water yield that gets into the installation space.
Referring to fig. 1 and 2, a drain pipe 6 is provided in the concrete base 1, the drain pipe 6 is bent, one end of the drain pipe 6 penetrates through the top surface of the base frame 11 and is communicated with the installation space, the other end of the drain pipe 6 penetrates through the inner side wall of the base frame 11, and the drain pipe 6 can drain water entering the installation space. The drain pipes 6 are arranged on the four sides of the concrete base 1, the drain pipes 6 are conveniently drained from multiple directions, and the drainage efficiency is improved.
The implementation principle of the subway wind pavilion flood control system installation foundation is as follows: when the concrete base 1 is poured on the ground, the embedded plates 2 are embedded, so that the fixation of the embedded plates 2 and the concrete base 1 is realized, the connection between the shell frame 3 and the concrete base 1 is converted into the connection between the shell frame 3 and the embedded plates 2, the operation is more convenient, the flood control baffle 4 is lifted and arranged in the shell frame 3, and when the flood control baffle 4 ascends, the flood control system is started to provide a flood control foundation. The base frame 11 can fix the bottom of the housing frame 3, and the limit frame 12 can limit the inner side of the housing frame 3, which is helpful for improving the stability of the housing frame 3.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a subway wind pavilion flood control system installs basis which characterized in that: comprises a concrete base (1), an embedded plate (2), a shell frame (3) and a flood control baffle (4); the embedded plate (2) is arranged on the concrete base (1), the shell frame (3) is connected to the embedded plate (2), and the flood control baffle (4) is arranged in the shell frame (3) in a lifting mode.
2. The subway wind pavilion flood control system installation foundation of claim 1, wherein: the concrete base (1) comprises a base frame body (11) and a limit frame body (12) which are coaxially arranged, the limit frame body (12) is fixedly arranged on the inner side of the top surface of the base frame body (11), the embedded plate (2) is arranged on the top surface of the base frame body (11), the bottom of the shell frame (3) is connected to the embedded plate (2), and the inner wall of the shell frame (3) is in butt joint with the outer wall of the limit frame body (12).
3. A subway wind pavilion flood control system installation foundation according to claim 2, wherein: the shell frame (3) comprises a shell inner side plate (31), a shell outer side plate (32), an inner support frame (33), an outer support frame (34) and a cover plate (35), wherein the shell inner side plate (31) is positioned on the inner side of the shell outer side plate (32), a space between the shell inner side plate (31) and the shell outer side plate (32) is a mounting space (311), the inner support frame (33) and the outer support frame (34) are both arranged in the mounting space (311), the inner support frame (33) is fixedly connected with the shell inner side plate (31), and the outer support frame (34) is fixedly connected with the shell outer side plate (32); the cover plate (35) is fixedly connected to the top surfaces of the inner support frame (33) and the outer support frame (34), and the flood control baffle (4) penetrates through the cover plate (35) and is arranged in the installation space (311) in a lifting mode.
4. A subway wind pavilion flood control system installation foundation according to claim 3, wherein: two embedded plates (2) on each side of the concrete base (1) are arranged in parallel, the bottom of the inner supporting frame (33) is fixedly connected with the embedded plates (2) on the inner side through screws, and the bottom of the outer supporting frame (34) is fixedly connected with the embedded plates (2) on the outer side through screws.
5. The subway wind pavilion flood control system installation foundation of claim 1, wherein: the flood control baffle (4) comprises an inner baffle (41), an outer baffle (42) and a reinforcing rod (43), wherein the inner baffle (41) is located on the inner side of the outer baffle (42), the reinforcing rods (43) are multiple and are located between the inner baffle (41) and the outer baffle (42), one side of each reinforcing rod (43) is fixedly connected with the inner baffle (41), and the other end of each reinforcing rod (43) is fixedly connected with the outer baffle (42).
6. The subway wind pavilion flood control system installation foundation of claim 1, wherein: the top surface of the flood control baffle plate (4) is provided with a waterproof cover (5), and the waterproof cover (5) can completely cover the outer edge of the shell frame (3).
7. The subway wind pavilion flood control system installation foundation of claim 4, wherein: the concrete base (1) is internally provided with a drain pipe (6), the drain pipe (6) is bent, one end of the drain pipe (6) penetrates through the top surface of the base frame body (11) and is communicated with the installation space (311), and the other end of the drain pipe (6) penetrates through the inner side wall of the base frame body (11).
8. The subway wind pavilion flood control system installation foundation of claim 7, wherein: the drainage pipes (6) are arranged on four sides of the concrete base (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321769801.5U CN220538547U (en) | 2023-07-06 | 2023-07-06 | Subway wind pavilion flood control system installation basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321769801.5U CN220538547U (en) | 2023-07-06 | 2023-07-06 | Subway wind pavilion flood control system installation basis |
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| Publication Number | Publication Date |
|---|---|
| CN220538547U true CN220538547U (en) | 2024-02-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321769801.5U Active CN220538547U (en) | 2023-07-06 | 2023-07-06 | Subway wind pavilion flood control system installation basis |
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| Country | Link |
|---|---|
| CN (1) | CN220538547U (en) |
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2023
- 2023-07-06 CN CN202321769801.5U patent/CN220538547U/en active Active
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