CN216810224U - Super high-rise steel structure vestibule overall structure - Google Patents
Super high-rise steel structure vestibule overall structure Download PDFInfo
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- CN216810224U CN216810224U CN202122159121.9U CN202122159121U CN216810224U CN 216810224 U CN216810224 U CN 216810224U CN 202122159121 U CN202122159121 U CN 202122159121U CN 216810224 U CN216810224 U CN 216810224U
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Abstract
The utility model relates to the technical field of steel structure galleries, and discloses an overall structure of a super high-rise steel structure gallery, which comprises a concrete support column, wherein one side of the concrete support column is fixedly connected with a support table, the top of the support table is fixedly connected with a support plate, the top of the support plate is provided with a sliding groove, the sliding groove is connected with a sliding seat in a sliding manner, the sliding seat is provided with a limiting hole, the limiting hole is connected with a limiting rod in a sliding manner, two ends of the limiting rod are respectively fixedly connected with the inner wall of one side of the corresponding sliding groove, a steel gallery is arranged above the sliding seat, and the bottom of the steel gallery is fixedly connected with a reinforcing plate. The utility model can swing in the direction vertical to the length of the steel corridor through moving the steel corridor in the horizontal direction and the vertical direction, thereby avoiding the steel corridor from being misplaced with two buildings when being subjected to larger nonresistance force, so that the steel corridor is easy to fall off, and meeting the requirements of users.
Description
Technical Field
The utility model relates to the technical field of steel structure vestibules, in particular to an integral structure of a super high-rise steel structure vestibule.
Background
The corridor is a form of building, and is often designed between buildings such as industrial buildings and commercial buildings so as to facilitate the connection between the two buildings. The steel structure vestibule and the concrete main structure building are rigidly connected by a support connecting device, so that the building becomes a connected structure.
If the steel structure corridor is subjected to irresistible force such as earthquake or wind load, the vibration or swing frequency of the steel structure corridor and the two buildings is possibly different, the steel structure corridor and the two buildings are easy to dislocate and deform, the corridor is difficult to coordinate the deformation between the two buildings, and the corridor is easy to fall off from the buildings, so that safety accidents are caused, huge safety problems and economic losses are caused, and the requirements of users cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems that in the prior art, if a steel structure corridor is subjected to irresistible force such as earthquake or wind load, the vibration or swing frequency of the steel structure corridor and two buildings is possibly different, the steel structure corridor and the two buildings are easy to dislocate and deform, the corridor is difficult to coordinate the deformation between the two buildings, the corridor is easy to fall off from the buildings, safety accidents are caused, huge safety problems and economic losses are caused, and the requirements of users cannot be met.
In order to achieve the purpose, the utility model adopts the following technical scheme:
an overall structure of a super high-rise steel structure corridor comprises a concrete supporting column, wherein one side of the concrete supporting column is fixedly connected with a supporting table, the top of the supporting table is fixedly connected with a supporting plate, the top of the supporting plate is provided with a sliding groove, the sliding groove is connected with a sliding seat in a sliding manner, the sliding seat is provided with a limiting hole, the limiting hole is connected with a limiting rod in a sliding manner, two ends of the limiting rod are respectively fixedly connected with the inner wall of one side of the corresponding sliding groove, a steel corridor is arranged above the sliding seat, the bottom of the steel corridor is fixedly connected with a reinforcing plate, the bottom of the reinforcing plate is connected with two movable limiting mechanisms in a sliding manner, the bottom ends of the two movable limiting mechanisms extend to the lower part of the reinforcing plate and are fixedly connected with the top of the sliding seat, the top of the supporting column is connected with an elevating mechanism in a sliding manner, and the top end of the elevating mechanism extends to the upper part of the concrete supporting column and is fixedly connected with a telescopic positioning mechanism, the top of steel vestibule is fixedly connected with coupling mechanism, and coupling mechanism and flexible positioning mechanism fixed connection.
Preferably, the movable limiting mechanism comprises a movable plate and two limiting blocks, two movable grooves are formed in the bottom of the reinforcing plate, the two movable plates are respectively in sliding connection with the corresponding movable grooves, and the bottom ends of the two movable plates extend to the lower portion of the reinforcing plate and are fixedly connected with the top of the sliding seat.
Preferably, the inner walls of the two sides of the moving groove are provided with limit grooves, the two limit blocks are respectively in sliding connection with the corresponding limit grooves, and one ends, close to each other, of the two limit blocks extend into the moving groove and are fixedly connected with the moving plate.
Preferably, elevating system includes lifter plate and two sliders, the lift groove has been seted up on the top of concrete support column, and lifter plate and lift groove sliding connection, and the spout has all been seted up to the both sides of lifter plate, and two sliders respectively with corresponding spout sliding connection, the one end that two sliders kept away from each other all extend to the lift inslot and with one side inner wall fixed connection in lift groove.
Preferably, flexible positioning mechanism includes expansion plate, telescopic link and two locating pieces, the top fixed connection of expansion plate and lifter plate, the flexible groove has been seted up to the one end of expansion plate, and telescopic link and flexible groove sliding connection.
Preferably, the locating grooves are formed in the inner wall of the top of the telescopic groove and the inner wall of the bottom of the telescopic groove, the two locating blocks are connected with the corresponding locating grooves in a sliding mode respectively, and one ends, close to each other, of the two locating blocks extend into the telescopic groove and are fixedly connected with the top and the bottom of the telescopic rod.
Preferably, the connecting mechanism comprises a connecting plate, the connecting plate is fixedly connected with the top of the steel corridor, and the top end of the connecting plate is fixedly connected with the bottom of the telescopic rod.
Compared with the prior art, the utility model provides an overall structure of a corridor with a super high-rise steel structure, which has the following beneficial effects:
1. the integral structure of the super high-rise steel structure corridor can swing in the direction perpendicular to the length of the concrete support column, the support table, the support plate, the sliding groove, the sliding seat, the limiting hole, the limiting rod, the steel corridor, the reinforcing plate, the moving groove, the moving plate, the limiting groove and the limiting block, and avoids dislocation between the steel corridor and two buildings when the steel corridor is subjected to large nonresistance force, so that the steel corridor is easy to fall;
2. the integral structure of the corridor with the super high-rise steel structure moves the steel corridor in the vertical direction through the arrangement of the lifting groove, the lifting plate, the sliding groove, the sliding block, the telescopic plate, the telescopic groove, the telescopic rod, the positioning groove, the positioning block and the connecting plate;
the utility model can swing in the direction vertical to the length of the steel corridor through moving the steel corridor in the horizontal direction and the vertical direction, and avoids the dislocation between the steel corridor and two buildings when the steel corridor is subjected to larger intolerance, thereby ensuring that the steel corridor is easy to fall off and meeting the requirements of users.
Drawings
Fig. 1 is a schematic structural view of an overall structure of a corridor with a super high-rise steel structure according to the present invention;
fig. 2 is a schematic structural diagram of a part a of an overall structure of a corridor with a super high-rise steel structure, which is provided by the utility model;
fig. 3 is a schematic structural diagram of part B of the overall structure of a corridor with a super high-rise steel structure according to the present invention.
In the figure: 1 concrete support column, 2 brace tables, 3 backup pads, 4 sliding chutes, 5 sliding seats, 6 spacing holes, 7 spacing rods, 8 steel vestibules, 9 reinforcing plates, 10 moving grooves, 11 moving plates, 12 spacing grooves, 13 spacing blocks, 14 lifting grooves, 15 lifting plates, 16 sliding grooves, 17 sliding blocks, 18 telescopic plates, 19 telescopic grooves, 20 telescopic rods, 21 positioning grooves, 22 positioning blocks and 23 connecting plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Embodiment one, referring to fig. 1-3, an overall structure of a super high-rise steel structure corridor comprises a concrete support column 1, a support table 2 is fixedly connected to one side of the concrete support column 1, a support plate 3 is fixedly connected to the top of the support table 2, a sliding groove 4 is formed in the top of the support plate 3, a sliding seat 5 is slidably connected in the sliding groove 4, a limiting hole 6 is formed in the sliding seat 5, a limiting rod 7 is slidably connected in the limiting hole 6, two ends of the limiting rod 7 are respectively and fixedly connected with the inner wall of one side of the corresponding sliding groove 4, a steel corridor 8 is arranged above the sliding seat 5, a reinforcing plate 9 is fixedly connected to the bottom of the steel corridor 8, two moving limiting mechanisms are slidably connected to the bottom of the reinforcing plate 9, the bottom ends of the two moving limiting mechanisms both extend to the lower side of the reinforcing plate 9 and are fixedly connected with the top of the sliding seat 5, a lifting mechanism is slidably connected to the top of the support column 1, elevating system's top extends to the top of concrete support column 1 and the flexible positioning mechanism of fixedly connected with, and the top fixedly connected with coupling mechanism of steel vestibule 8, and coupling mechanism and flexible positioning mechanism fixed connection.
In the second embodiment, referring to fig. 2, the moving limiting mechanism includes a moving plate 11 and two limiting blocks 13, two moving grooves 10 are formed in the bottom of the reinforcing plate 9, the two moving plates 11 are respectively connected with the corresponding moving grooves 10 in a sliding manner, and the bottom ends of the two moving plates 11 all extend to the lower side of the reinforcing plate 9 and are fixedly connected with the top of the sliding seat 5.
In the utility model, the inner walls of two sides of the moving groove 10 are both provided with a limiting groove 12, two limiting blocks 13 are respectively connected with the corresponding limiting grooves 12 in a sliding manner, and the ends of the two limiting blocks 13 close to each other extend into the moving groove 10 and are fixedly connected with the moving plate 11.
According to the utility model, the lifting mechanism comprises a lifting plate 15 and two sliding blocks 17, a lifting groove 14 is formed in the top end of the concrete supporting column 1, the lifting plate 15 is in sliding connection with the lifting groove 14, sliding grooves 16 are formed in two sides of the lifting plate 15, the two sliding blocks 17 are in sliding connection with the corresponding sliding grooves 16 respectively, and the ends, far away from each other, of the two sliding blocks 17 extend into the lifting groove 14 and are fixedly connected with the inner wall of one side of the lifting groove 14.
In the utility model, the telescopic positioning mechanism comprises a telescopic plate 18, a telescopic rod 20 and two positioning blocks 22, wherein the telescopic plate 18 is fixedly connected with the top end of the lifting plate 15, one end of the telescopic plate 10 is provided with a telescopic groove 19, and the telescopic rod 20 is in sliding connection with the telescopic groove 19.
In the utility model, the inner walls of the top and the bottom of the telescopic groove 19 are both provided with positioning grooves 21, two positioning blocks 22 are respectively connected with the corresponding positioning grooves 21 in a sliding manner, and the ends of the two positioning blocks 22 close to each other extend into the telescopic groove 19 and are fixedly connected with the top and the bottom of the telescopic rod 20.
In the utility model, the connecting mechanism comprises a connecting plate 23, the connecting plate 23 is fixedly connected with the top of the steel corridor 8, and the top end of the connecting plate is fixedly connected with the bottom of the telescopic rod 20.
In the utility model, when the steel corridor 8 is subjected to irresistible force such as earthquake or wind load, the steel corridor 8 drives the reinforcing plate 9 to horizontally move, the reinforcing plate 9 drives the two movable plates 11 to move, the two movable plates 11 drive the same sliding seat 5 to horizontally move, the limiting rod 7 limits the sliding seat 5, meanwhile, the steel corridor 8 drives the connecting plate 23 to move, the telescopic rod 20 is driven to slide in the telescopic groove 19, the two positioning blocks 22 limit the telescopic rod 20, when the steel corridor 8 is vertically swung, the steel corridor 8 drives the reinforcing plate 9 to move downwards, the reinforcing plate 9 drives the two movable plates 11 to slide in the two movable grooves 10, the four limiting blocks 13 limit the two movable plates 11, meanwhile, the steel corridor 8 drives the connecting plate 23 to move downwards, the connecting plate 23 drives the telescopic rod 20 to move downwards, the telescopic rod 20 drives the two positioning blocks 22 to move, the two positioning blocks 22 drive the same telescopic plate 18 to move downwards, the telescopic plate 18 drives the lifting plate 15 to slide in the lifting groove 14, and the two sliding blocks 17 limit the lifting plate 15.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (7)
1. The utility model provides a superelevation layer steel construction vestibule overall structure, including concrete support column (1), a serial communication port, one side fixedly connected with brace table (2) of concrete support column (1), top fixedly connected with backup pad (3) of brace table (2), sliding tray (4) have been seted up at the top of backup pad (3), sliding tray (4) sliding connection has sliding seat (5), spacing hole (6) have been seted up on sliding seat (5), sliding connection has gag lever post (7) in spacing hole (6), and the both ends of gag lever post (7) respectively with one side inner wall fixed connection of corresponding sliding tray (4), the top of sliding seat (5) is provided with steel vestibule (8), bottom fixedly connected with reinforcing plate (9) of steel vestibule (8), the bottom sliding connection of reinforcing plate (9) has two to remove stop gear, and two bottoms that remove stop gear all extend to the below of reinforcing plate (9) and with the top of sliding seat (5) top inner wall fixed connection has two The top sliding connection of portion fixed connection, support column (1) has elevating system, and elevating system's top extends to the top of concrete support column (1) and the flexible positioning mechanism of fixedly connected with, the top fixedly connected with coupling mechanism of steel vestibule (8), and coupling mechanism and flexible positioning mechanism fixed connection.
2. The corridor overall structure with the ultra-high-rise steel structure as claimed in claim 1, wherein the moving limiting mechanism comprises a moving plate (11) and two limiting blocks (13), two moving grooves (10) are formed in the bottom of the reinforcing plate (9), the two moving plates (11) are respectively connected with the corresponding moving grooves (10) in a sliding manner, and the bottom ends of the two moving plates (11) extend to the lower side of the reinforcing plate (9) and are fixedly connected with the top of the sliding seat (5).
3. The corridor integral structure with the ultra-high-rise steel structure as claimed in claim 2, wherein the inner walls of the two sides of the moving groove (10) are respectively provided with a limiting groove (12), the two limiting blocks (13) are respectively connected with the corresponding limiting grooves (12) in a sliding manner, and the ends of the two limiting blocks (13) close to each other extend into the moving groove (10) and are fixedly connected with the moving plate (11).
4. The corridor overall structure with the ultra-high-rise steel structure as claimed in claim 1, wherein the lifting mechanism comprises a lifting plate (15) and two sliding blocks (17), a lifting groove (14) is formed in the top end of the concrete supporting column (1), the lifting plate (15) is slidably connected with the lifting groove (14), sliding grooves (16) are formed in both sides of the lifting plate (15), the two sliding blocks (17) are slidably connected with the corresponding sliding grooves (16), and the ends of the two sliding blocks (17) far away from each other extend into the lifting groove (14) and are fixedly connected with the inner wall of one side of the lifting groove (14).
5. The integral structure of the corridor with the ultra-high-rise steel structure as claimed in claim 1, wherein the telescopic positioning mechanism comprises a telescopic plate (18), a telescopic rod (20) and two positioning blocks (22), the telescopic plate (18) is fixedly connected with the top end of the lifting plate (15), a telescopic groove (19) is formed in one end of the telescopic plate (18), and the telescopic rod (20) is slidably connected with the telescopic groove (19).
6. The integral structure of the corridor with the ultra-high-rise steel structure as claimed in claim 5, wherein the top inner wall and the bottom inner wall of the telescopic slot (19) are both provided with positioning slots (21), and the two positioning blocks (22) are slidably connected with the corresponding positioning slots (21), respectively, and the ends of the two positioning blocks (22) close to each other extend into the telescopic slot (19) and are fixedly connected with the top and the bottom of the telescopic rod (20).
7. The integral structure of the corridor with the ultra-high-rise steel structure as recited in claim 1, wherein the connecting mechanism comprises a connecting plate (23), the connecting plate (23) is fixedly connected with the top of the steel corridor (8), and the top end of the connecting plate is fixedly connected with the bottom of the telescopic rod (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122159121.9U CN216810224U (en) | 2021-09-08 | 2021-09-08 | Super high-rise steel structure vestibule overall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122159121.9U CN216810224U (en) | 2021-09-08 | 2021-09-08 | Super high-rise steel structure vestibule overall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810224U true CN216810224U (en) | 2022-06-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122159121.9U Active CN216810224U (en) | 2021-09-08 | 2021-09-08 | Super high-rise steel structure vestibule overall structure |
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| Country | Link |
|---|---|
| CN (1) | CN216810224U (en) |
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2021
- 2021-09-08 CN CN202122159121.9U patent/CN216810224U/en active Active
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