CN214993169U - Horizontal scheduling interfacing apparatus of steel case roof beam - Google Patents
Horizontal scheduling interfacing apparatus of steel case roof beam Download PDFInfo
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- CN214993169U CN214993169U CN202120970477.8U CN202120970477U CN214993169U CN 214993169 U CN214993169 U CN 214993169U CN 202120970477 U CN202120970477 U CN 202120970477U CN 214993169 U CN214993169 U CN 214993169U
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- box girder
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Abstract
The utility model belongs to the technical field of the steel box girder construction, especially, be a horizontal scheduling interfacing apparatus of steel box girder, including strutting arrangement, the left side swing joint at strutting arrangement top has first steel box girder, the right side swing joint at strutting arrangement top has second steel box girder, the first connecting device of right side fixedly connected with of first steel box girder, the left side fixedly connected with second connecting device of second steel box girder, first connecting device and second connecting device joint. Through setting up strutting arrangement, first connecting device and second connecting device, when connecting the steel box girder, first roof, first bottom plate and first web can be in the same place with second roof, second bottom plate and second web fast connection respectively, have promoted the efficiency of steel box girder butt joint, and strutting arrangement has guaranteed the steadiness when the steel box girder butt joint for the steel box girder can be steady fast again and dock.
Description
Technical Field
The utility model belongs to the technical field of the steel case roof beam construction, specifically be a horizontal scheduling interfacing apparatus of steel case roof beam.
Background
The steel box girder is also called as a steel plate box girder, and is a common structural form of a large-span bridge. Generally used in bridges with large spans, called steel box girders because they are shaped like a box, and in large span cable-supported bridges, several beam sections are generally divided into sections to be manufactured and installed.
In the construction process, two steel box girders need to be welded, so that the time required by welding needs to be shortened, traffic jam is avoided, the butt joint efficiency of the steel box girders is very important, the common simple butt joint positioning device still needs to be manually adjusted, and the butt joint efficiency is low.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a horizontal scheduling interfacing apparatus of steel case roof beam possesses the efficient advantage of butt joint, has solved the problem of butt joint inefficiency.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a horizontal scheduling interfacing apparatus of steel box girder, includes strutting arrangement, the left side swing joint at strutting arrangement top has first steel box girder, the right side swing joint at strutting arrangement top has second steel box girder, the first connecting device of right side fixedly connected with of first steel box girder, the left side fixedly connected with second connecting device of second steel box girder, first connecting device and second connecting device joint.
Preferably, the supporting device comprises a stand column, a top ejecting pipe is fixedly connected to the top of the stand column, and a base pier is fixedly connected to the bottom of the stand column.
Through adopting above-mentioned scheme, the roof fall pipe at stand top plays the effect of fixed steel box girder, and the foundation pier of stand bottom has promoted whole strutting arrangement's steadiness.
Preferably, eight upright posts are arranged, and the eight upright posts are fixedly connected with the supporting rod through M20 bolts.
Through adopting above-mentioned scheme, be in the same place through M20 bolt and bracing piece fixed between the eight stands, bracing piece and M20 bolt make the stand become a whole, have promoted the steadiness of stand.
Preferably, the upright post is a 377-main pipe with 7mm wall thickness.
Through adopting above-mentioned scheme, 7mm wall thickness 377 is responsible for and has satisfied the hardness demand of stand, has guaranteed the steadiness of equipment.
Preferably, 159 × 6.5 welded tubes are used as the support rods.
Through adopting above-mentioned scheme, 159 the hardness demand of bracing piece has been satisfied to 6.5 welded tube, has guaranteed the steadiness of equipment.
Preferably, the first connecting device comprises a first segmented beam, a first top plate is fixedly connected to the top of the first segmented beam, a first bottom plate is fixedly connected to the bottom of the first segmented beam, and a first web is fixedly connected to one side surface of the first segmented beam.
By adopting the scheme, the first top plate, the first bottom plate and the first web plate in the first connecting device all play a role in facilitating quick connection.
Preferably, the second connecting device comprises a second sectional beam, a second top plate is fixedly connected to the top of the second sectional beam, a second bottom plate is fixedly connected to the bottom of the second sectional beam, and a second web is fixedly connected to one side surface of the second sectional beam.
By adopting the scheme, the second top plate, the second bottom plate and the second web plate in the second connecting device play a role in facilitating quick connection.
(III) advantageous effects
Compared with the prior art, the utility model provides a horizontal scheduling interfacing apparatus of steel case roof beam possesses following beneficial effect:
this horizontal scheduling interfacing apparatus of steel box girder through setting up strutting arrangement, first connecting device and second connecting device, when connecting the steel box girder, first roof, first bottom plate and first web can link together fast with second roof, second bottom plate and second web respectively, have promoted the efficiency of steel box girder butt joint, and strutting arrangement has guaranteed the steadiness when the steel box girder butt joint for the steel box girder can be steady but fast butt joint again.
Drawings
Fig. 1 is a schematic view of the structure of the present invention;
FIG. 2 is a schematic structural view of the supporting device of the present invention;
fig. 3 is a schematic structural diagram of a first connecting device according to the present invention;
fig. 4 is a schematic structural view of a second connecting device according to the present invention.
In the figure: 1. a support device; 101. a column; 102. ejecting the pipe; 103. foundation piers; 104. a support bar; 105. an M20 bolt; 2. a first steel box girder; 3. a second steel box girder; 4. a first connecting means; 401. a first segmented beam; 402. a first top plate; 403. a first web; 404. a first base plate; 5. a second connecting means; 501. a second sectional beam; 502. a second top plate; 503. a second base plate; 504. a second web.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example one
The utility model provides a horizontal scheduling interfacing apparatus of steel box girder, includes strutting arrangement 1, the left side swing joint at 1 top of strutting arrangement has first steel box girder 2, the right side swing joint at 1 top of strutting arrangement has second steel box girder 3, the first connecting device 4 of right side fixedly connected with of first steel box girder 2, the left side fixedly connected with second connecting device 5 of second steel box girder 3, first connecting device 4 and 5 joints of second connecting device.
The supporting device 1 comprises a vertical column 101, the top of the vertical column 101 is fixedly connected with an overcast top pipe 102, the bottom of the vertical column 101 is fixedly connected with a foundation pier 103, the vertical column 101 is provided with eight upright columns 101, the eight upright columns 101 are fixedly connected with a supporting rod 104 through M20 bolts 105, the vertical column 101 adopts a main pipe with a wall thickness of 7mm 377, the supporting rod 104 adopts a welded pipe of 159X 6.5, the first connecting device 4 comprises a first segmented beam 401, the top of the first segmented beam 401 is fixedly connected with a first top plate 402, the bottom of the first segmented beam 401 is fixedly connected with a first bottom plate 404, one side surface of the first segmented beam 401 is fixedly connected with a first web plate, the second connecting device 5 comprises a second segmented beam 501, the top of the second segmented beam 501 is fixedly connected with a second top plate 502, the bottom of the second segmented beam 501 is fixedly connected with a second bottom plate 503, a second web 504 is fixedly connected to one side surface of the second sectional beam 501.
Referring to fig. 1-4, the support rods 104 are fixedly installed with eight columns 101 through M20 bolts, the first steel box girder 2, the second steel box girder 3, the first connecting device 4 and the second connecting device 5 are placed on the support device 1 through a crane, the stability of the steel box girder butt joint is ensured, the first top plate 402, the first bottom plate 404 and the first web 403 are respectively and rapidly connected with the second top plate 502, the second bottom plate 503 and the second web 504, and then the steel box girders are butt jointed together through welding.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a steel case roof beam horizontal scheduling interfacing apparatus, includes strutting arrangement (1), its characterized in that: the left side swing joint at strutting arrangement (1) top has first steel box roof beam (2), the right side swing joint at strutting arrangement (1) top has second steel box roof beam (3), the first connecting device (4) of right side fixedly connected with of first steel box roof beam (2), the left side fixedly connected with second connecting device (5) of second steel box roof beam (3), first connecting device (4) and second connecting device (5) joint.
2. The horizontal dispatching and butting device for steel box girders according to claim 1, characterized in that: the supporting device (1) comprises a stand column (101), wherein a top ejecting pipe (102) is fixedly connected to the top of the stand column (101), and a base pier (103) is fixedly connected to the bottom of the stand column (101).
3. The horizontal dispatching and butting device for steel box girders according to claim 2, characterized in that: the eight upright posts (101) are fixedly connected with the supporting rod (104) through M20 bolts (105).
4. The horizontal dispatching and butting device for steel box girders according to claim 2, characterized in that: the upright column (101) is mainly provided with a wall thickness of 7mm 377.
5. The horizontal dispatching and butting device for steel box girders according to claim 3, characterized in that: the support rod (104) adopts 159X 6.5 welded pipes.
6. The horizontal dispatching and butting device for steel box girders according to claim 1, characterized in that: the first connecting device (4) comprises a first segmented beam (401), a first top plate (402) is fixedly connected to the top of the first segmented beam (401), a first bottom plate (404) is fixedly connected to the bottom of the first segmented beam (401), and a first web plate (403) is fixedly connected to one side surface of the first segmented beam (401).
7. The horizontal dispatching and butting device for steel box girders according to claim 1, characterized in that: the second connecting device (5) comprises a second sectional beam (501), a second top plate (502) is fixedly connected to the top of the second sectional beam (501), a second bottom plate (503) is fixedly connected to the bottom of the second sectional beam (501), and a second web plate (504) is fixedly connected to one side surface of the second sectional beam (501).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120970477.8U CN214993169U (en) | 2021-05-08 | 2021-05-08 | Horizontal scheduling interfacing apparatus of steel case roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120970477.8U CN214993169U (en) | 2021-05-08 | 2021-05-08 | Horizontal scheduling interfacing apparatus of steel case roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214993169U true CN214993169U (en) | 2021-12-03 |
Family
ID=79089478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120970477.8U Active CN214993169U (en) | 2021-05-08 | 2021-05-08 | Horizontal scheduling interfacing apparatus of steel case roof beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214993169U (en) |
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2021
- 2021-05-08 CN CN202120970477.8U patent/CN214993169U/en active Active
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