CN215594839U - Station auxiliary device applied to super high-rise steel-concrete structure - Google Patents
Station auxiliary device applied to super high-rise steel-concrete structure Download PDFInfo
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- CN215594839U CN215594839U CN202120349968.0U CN202120349968U CN215594839U CN 215594839 U CN215594839 U CN 215594839U CN 202120349968 U CN202120349968 U CN 202120349968U CN 215594839 U CN215594839 U CN 215594839U
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Abstract
The utility model discloses a station auxiliary device applied to a super high-rise steel-concrete structure, which comprises: the frame body is used for being erected on the lower steel beam installed below the steel beam to be installed; the standing platform is arranged above the frame body; the protective structure is fixedly arranged above the frame body and is positioned on the periphery of the standing platform; the ladder stand is arranged on the frame body, an inlet for entering the station platform is reserved in the protective structure, and the ladder stand extends to the inlet from the bottom of the frame body; the overturn preventing component is used for connecting the frame body and the lower layer steel beam and is fixedly arranged on the frame body. The utility model solves the safety problem that no reliable station point exists for constructors when the connecting end of the steel beam and the reinforced concrete core tube structure is installed in the construction process of the super high-rise reinforced concrete structure.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a station auxiliary device applied to a super high-rise steel-concrete structure.
Background
In the process of constructing the super high-rise reinforced concrete structure, the steel beam and the reinforced concrete core barrel are connected for positioning, mounting and fixing, so that constructors face the limitation of an operation surface and have no safety and technical problems of reliable station points.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of the prior art, provides a station auxiliary device applied to a super high-rise steel-concrete structure, and solves the technical problem that construction personnel have no station points.
In order to achieve the purpose, the utility model adopts the technical scheme that: a station auxiliary device applied to a super high-rise steel-concrete structure comprises:
the frame body is used for being erected on the lower steel beam installed below the steel beam to be installed;
the standing platform is arranged above the frame body;
the protective structure is fixedly arranged above the frame body and is positioned on the periphery of the standing platform;
the ladder stand is arranged on the frame body, an inlet for entering the station platform is reserved in the protective structure, and the ladder stand extends to the inlet from the bottom of the frame body;
the overturn preventing component is fixedly arranged on the support body and comprises a vertical side plate arranged at the bottom of the support body and a transverse side plate fixedly connected with the vertical side plate and far away from one end of the support body, a threaded hole is formed in the transverse side plate, and the tail end of the threaded hole abuts against a locking bolt on the bottom side face of a flange plate at the upper end of the lower-layer steel beam in a screwed mode.
Optionally, protective structure includes that vertical support locates a plurality of vertical pole settings of support body top, it is a plurality of the top of vertical pole setting is connected with the safety line that supplies workman's safety lock to connect.
Optionally, the safety cable is not connected between two adjacent vertical uprights to form the inlet.
Optionally, the lifting device further comprises a plurality of lifting lugs for lifting, and the lifting lugs are mounted on the frame body.
Optionally, the support body includes the bottom steel construction and locates the bottom steel construction with the multiunit vertical support assembly between the station platform.
Optionally, the multiple groups of vertical supporting assemblies are arranged between the bottom steel structure and the station platform at equal intervals, and each group of vertical supporting assemblies comprises two vertical supporting rods arranged side by side and a horizontal connecting rod connected between the two supporting rods.
Optionally, the bottom steel structure is formed by welding a plurality of steel pipes, the overturn prevention assembly comprises a sleeve sleeved on the steel pipes, and the vertical side plate is fixedly connected to the bottom side surface of the sleeve.
Optionally, the number of the anti-toppling assemblies is plural.
Due to the adoption of the technical scheme, the utility model has the following beneficial effects: the problem of in the superelevation layer steel-concrete structure work progress, constructor does not have the safety of reliable station point when the girder steel is connected the one end installation with reinforced concrete core section of thick bamboo structure is solved, has also guaranteed whole construction quality simultaneously to the potential safety hazard has been solved, improves superelevation layer steel-concrete structure whole construction efficiency, in convenient high-efficient construction, to a great extent has reduced economic cost and time cost.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is a schematic perspective view illustrating a station auxiliary device applied to a super high-rise steel-concrete structure according to the present invention.
Fig. 2 is a schematic side view showing the structure of the station auxiliary device applied to the super high-rise steel-concrete structure.
Fig. 3 is a schematic front structural view of the station auxiliary device applied to the super high-rise steel-concrete structure.
Fig. 4 shows a schematic structural diagram of an anti-overturning assembly applied to a station auxiliary device of a super high-rise steel-concrete structure.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The utility model is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention.
The utility model is described in further detail below with reference to the figures and specific embodiments.
As shown in fig. 1 to 3, the standing auxiliary device for a super high-rise steel-concrete structure according to the embodiment of the present invention includes a frame, a standing platform 2 disposed above the frame, a protective structure, a ladder 9 disposed on the frame, and an anti-overturning assembly 8 for connecting the frame and a lower steel beam 100. When the anti-overturning frame is used, the frame body is used for being erected on a lower steel beam 100 which is installed below a steel beam 101 to be installed, the protection structure is fixedly installed above the frame body and located on the periphery of the station platform 2, an inlet 7 which enters the station platform 2 is reserved in the protection structure, the crawling ladder 9 extends from the bottom of the frame body to the inlet 7, and the anti-overturning component 8 is fixedly installed on the frame body. As shown in fig. 4, the overturn preventing assembly 8 includes a vertical side plate 82 disposed at the bottom of the frame body and a horizontal side plate 83 fixedly connected to the vertical side plate 82 and far away from one end of the frame body, a threaded hole is formed in the horizontal side plate 83, and a locking bolt 84 with a tail end abutting against the bottom side surface of the flange plate at the upper end of the lower steel beam 100 is screwed in the threaded hole.
During construction, the whole device is erected above a lower steel beam 100 and is fixedly connected with the lower steel beam 100 through an anti-overturning assembly 8, after a stable stress system is formed, a constructor arrives at a station platform 2 on the upper portion through a crawling ladder 9, and the steel beam 101 to be installed above the constructor is achieved, so that the safety problem that the constructor does not have a reliable station point when the steel beam is connected with one end of a reinforced concrete core tube structure and installed in the construction process of the super high-rise reinforced concrete structure is solved, the whole construction quality is guaranteed, potential safety hazards are solved, the whole construction efficiency of the super high-rise reinforced concrete structure is improved, and the economic cost and the time cost are greatly reduced while convenient and efficient construction is carried out.
The protective structure comprises a plurality of vertical rods 5 which are vertically supported and arranged above the frame body, and the top ends of the vertical rods 5 are connected with safety cables 6 for workers to be connected with safety lock catches. Wherein, a safety rope 6 is not connected between two adjacent vertical uprights 5 to form an inlet 7. The safety rope 6 is arranged to connect the lock catches of the safety belts carried by the constructors, so that the constructors are protected.
After the steel beams in the coverage area of the existing position and station auxiliary device are installed, the position and station auxiliary device is shifted by utilizing a tower crane and a hoisting steel wire rope, and the installation, welding and other construction of the adjacent steel beams are carried out, and so on, and the installation of the steel beams of each floor is carried out in sequence. Wherein, as shown in fig. 1, the station auxiliary device further comprises a plurality of lifting lugs 10 for lifting, the lifting lugs 10 are mounted on the frame body, the frame body is conveniently lifted and moved through the lifting lugs 10, wherein the lifting lugs 10 are symmetrically and fixedly mounted on two sides of the frame body, and the balance during lifting is ensured.
Further, the support body includes bottom steel construction 1 and locates the multiunit vertical support assembly between bottom steel construction 1 and the station platform 2. The multiunit vertical support subassembly is equidistant to be located between bottom steel construction 1 and the station platform 2, and every vertical support subassembly of group includes vertical two spinal branch vaulting poles 3 that set up side by side and connects the horizontal connecting rod 4 between two spinal branch vaulting poles 3.
Wherein, bottom steel construction 1 comprises many steel pipe welding, combines that fig. 3, 4 show, prevents toppling subassembly 8 including the cover sleeve pipe 81 of locating on the steel pipe, vertical curb plate 82 fixed connection is on sleeve pipe 81's the bottom side face, makes to prevent toppling subassembly 8 slidable ground through sleeve pipe 81 and sets up on bottom steel construction 1 to the position that the matching support body erects on lower floor girder steel 100 is connected with lower floor girder steel 100. And the number of the overturn preventing assemblies 8 is multiple, so that the locking connection effect is ensured, and the safety performance is enhanced.
It should be noted that the structures, ratios, sizes, and the like shown in the drawings attached to the present specification are only used for matching the disclosure of the present specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions of the present invention, so that the present invention has no technical essence, and any structural modification, ratio relationship change, or size adjustment should still fall within the scope of the present invention without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for clarity of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the terms is not to be construed as a scope of the present invention.
Although the present invention has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the utility model as defined by the appended claims.
Claims (8)
1. The utility model provides a be applied to station position auxiliary device of super high-rise steel-concrete structure which characterized in that includes:
the frame body is used for being erected on the lower steel beam installed below the steel beam to be installed;
the standing platform is arranged above the frame body;
the protective structure is fixedly arranged above the frame body and is positioned on the periphery of the standing platform;
the ladder stand is arranged on the frame body, an inlet for entering the station platform is reserved in the protective structure, and the ladder stand extends to the inlet from the bottom of the frame body;
the overturn preventing component is fixedly arranged on the support body and comprises a vertical side plate arranged at the bottom of the support body and a transverse side plate fixedly connected with the vertical side plate and far away from one end of the support body, a threaded hole is formed in the transverse side plate, and the tail end of the threaded hole abuts against a locking bolt on the bottom side face of a flange plate at the upper end of the lower-layer steel beam in a screwed mode.
2. The station auxiliary device applied to the super high-rise steel-concrete structure as claimed in claim 1, wherein the protection structure comprises a plurality of vertical uprights vertically supported above the frame body, and a safety cable for a worker to safely lock and connect is connected to the top ends of the vertical uprights.
3. The standing position auxiliary device applied to the super high-rise steel-concrete structure, according to claim 1, wherein the safety cable is not connected between two adjacent vertical uprights to form the entrance.
4. The standing position assisting device applied to the super high-rise steel-concrete structure as claimed in claim 1, further comprising a plurality of lifting lugs for lifting, and the lifting lugs are mounted on the frame body.
5. The station auxiliary device applied to the super high-rise steel-concrete structure according to claim 1, wherein the frame body comprises a bottom steel structure and a plurality of groups of vertical supporting assemblies arranged between the bottom steel structure and the station platform.
6. The standing position auxiliary device applied to the super high-rise steel-concrete structure is characterized in that a plurality of groups of vertical supporting assemblies are arranged between the bottom steel structure and the standing position platform at equal intervals, and each group of vertical supporting assemblies comprises two vertical supporting rods which are arranged side by side and a horizontal connecting rod connected between the two supporting rods.
7. The station auxiliary device applied to the super high-rise steel-concrete structure according to claim 5, wherein the bottom steel structure is formed by welding a plurality of steel pipes, the overturn preventing assembly comprises a sleeve sleeved on the steel pipes, and the vertical side plates are fixedly connected to the bottom side surfaces of the sleeve.
8. The station auxiliary device applied to the super high-rise steel-concrete structure according to claim 1, wherein the number of the overturn preventing assembly is plural.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120349968.0U CN215594839U (en) | 2021-02-05 | 2021-02-05 | Station auxiliary device applied to super high-rise steel-concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120349968.0U CN215594839U (en) | 2021-02-05 | 2021-02-05 | Station auxiliary device applied to super high-rise steel-concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215594839U true CN215594839U (en) | 2022-01-21 |
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ID=79869300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120349968.0U Active CN215594839U (en) | 2021-02-05 | 2021-02-05 | Station auxiliary device applied to super high-rise steel-concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215594839U (en) |
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2021
- 2021-02-05 CN CN202120349968.0U patent/CN215594839U/en active Active
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