CN215759582U - High-rise steel structure splicing structure - Google Patents
High-rise steel structure splicing structure Download PDFInfo
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- CN215759582U CN215759582U CN202121519508.4U CN202121519508U CN215759582U CN 215759582 U CN215759582 U CN 215759582U CN 202121519508 U CN202121519508 U CN 202121519508U CN 215759582 U CN215759582 U CN 215759582U
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Abstract
The utility model discloses a splicing structure of a high-rise steel structure, which comprises: the connecting part is arranged on one side of the steel column; the steel beam is arranged on the connecting part on the side surface of the steel column; the connecting piece is arranged between the connecting portion and the steel beam, so that the steel column and the steel beam are connected into a steel structure frame.
Description
Technical Field
The utility model relates to the technical field of steel structure splicing, in particular to a splicing structure of a high-rise steel structure.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and adopts rust removing and preventing processes of silanization, pure manganese phosphating, washing and drying, galvanization and the like. The components or parts are usually connected by welding seams, bolts or rivets, the high-rise steel structure generally refers to a structure system formed by connecting or welding more than six layers (or more than m) by mainly adopting section steel and steel plates to form components, and then connecting and welding the components.
When the roof beam and the post of steel construction are connected, need lift up the roof beam through crane or manual work to post and roof beam hookup location after, the back is held up with the roof beam again to personnel, all the other staff are two steel sheets of clamp of symmetry with hookup location department, insert high strength friction type bolt tightening in the hole of steel sheet at last, however, personnel are lifting up and when holding up the roof beam, need personnel to keep roof beam hookup location and post hookup location alignment state for a long time, it is longer to lift up or hold up the time, when personnel's physical demands greatly, the concatenation of inconvenient roof beam and post.
Therefore, a splicing structure of high-rise steel structures is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a splicing structure of a high-rise steel structure, which aims to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a high-rise steel structure mosaic structure, comprising:
the connecting part is arranged on one side of the steel column;
the steel beam is arranged on the connecting part on the side surface of the steel column;
the connecting piece is installed between connecting portion and girder steel for the steel column connects into steel structural framework with the girder steel.
Preferably, the connecting piece is including installing the steel sheet in girder steel and connecting portion both sides, through two rows of bolted connection in the steel sheet, one side of girder steel is equipped with the depressed part, one side of connecting portion is equipped with the bulge, the depressed part of girder steel inserts the bulge of connecting portion, two rows of bolts on the steel sheet are located connecting portion and girder steel respectively, depressed part and bulge are located between two rows of bolts.
Preferably, the connecting part is internally provided with two butt plates which can be arranged along the inner wall of the steel beam, and the steel beam and the connecting part are supported through the butt plates.
Preferably, the steel sheet is L shape, the butt plate can slide in the girder steel, the tip of butt plate is equipped with can promote the butt plate to the gliding dwang of girder steel position, the one end butt of dwang makes the butt plate insert the inner wall of girder steel through the promotion of girder steel in the side of steel sheet, and then makes the girder steel can dock with connecting portion.
Preferably, the surface of connecting portion is equipped with two and is the limiting plate of symmetric distribution, the butt joint board can slide on the limiting plate.
Preferably, a connecting column which can enable the two butt-joint plates to move synchronously is arranged between the two butt-joint plates, the two butt-joint plates are enabled to be synchronously inserted into the steel beam by pushing one of the two butt-joint plates to move, and then the steel beam can be in butt joint with the connecting part.
The utility model has at least the following beneficial effects:
the steel beam is connected with the steel column through the connecting piece, and a worker can directly extrude the steel beam into the steel column after aligning the steel beam with the steel column.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a partial front view of the present invention;
fig. 3 is a partial structural view of the present invention.
In the figure: 1-steel column; 2-a connecting part; 3-a steel beam; 4-a connector; 41-steel plate; 42-bolt; 43-a recess; 44-a projection; 5-a butt plate; 6-rotating the rod; 7-a limiting plate; 8-connecting column.
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. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a high-rise steel structure mosaic structure, comprising:
the steel column comprises a steel column 1, wherein a connecting part 2 is arranged on one side of the steel column 1, and the connecting part 2 is fixedly connected with the steel column 1 and is usually welded;
the steel beam 3 is arranged on the connecting part 2 on the side surface of the steel column 1, and other parts can be borne through the steel beam 3;
connecting piece 4 installs between connecting portion 2 and girder steel 3 for steel column 1 connects into steel structural framework with girder steel 3, is connected steel column 1 and girder steel 3 through connecting piece 4, and personnel can directly align back with girder steel 3 and steel column 1, extrude girder steel 3 to the steel column in 1, and personnel lift power reduces, and then reduces personnel's physical demands, and girder steel 3 is comparatively stable with the butt joint of steel column 1, makes things convenient for the concatenation of girder steel 3 and steel column 1.
The connecting piece 4 comprises steel plates 41 arranged on two sides of the steel beam 3 and the connecting part 2, through holes are arranged on the steel plates 41, the steel plates 41 are connected through two rows of bolts 42, the two rows of bolts 42 are inserted into the through holes to connect the connecting part 2 with the steel beam 3, one side of the steel beam 3 is provided with a concave part 43, one side of the connecting part 2 is provided with a convex part 44, the concave part 43 of the steel beam 3 is inserted into the convex part 44 of the connecting part 2, the matching between the concave part 43 and the convex part 44 facilitates the accurate positioning between the connecting part 2 and the steel beam 3, then the steel plates 41 on two sides are locked through threads by providing clamping force on two sides by the steel plates 41, thereby facilitating the fixing of the connecting part 2 and the steel beam 3, the two rows of bolts 42 on the steel plates 41 are respectively positioned on the connecting part 2 and the steel beam 3, the concave part 43 and the convex part 44 are positioned between the two rows of bolts 42, and the steel plates 41 are connected outside the concave part 43 and the convex part 44, can provide great area of contact for being connected of girder steel 3 and connecting portion 2, and then make girder steel 3 more stable with being connected of connecting portion 2.
The inside of connecting portion 2 is equipped with two and can be along the butt plate 5 to 3 inner walls of girder steel, through butt plate 5 makes girder steel 3 and connecting portion 2 supported, and butt plate 5 supports in the bottom of girder steel 3, and after girder steel 3 inserted connecting portion 2 position, butt plate 5 inserted the inner wall of girder steel 3, girder steel 3 was supported by butt plate 5 along vertical direction to reduce personnel to the lift of girder steel 3, reduce personnel's intensity of labour.
The steel plate 41 is L-shaped, the butt-joint plate 5 can slide in the steel beam 3, the end part of the butt-joint plate 5 is provided with a rotating rod 6 which can push the butt-joint plate 5 to slide towards the steel beam 3, the rotating rod 6 is rotatably connected with the connecting part 2 through a rotating shaft, one end of the rotating rod 6 is abutted against the side surface of the steel plate 41, the butt-joint plate 5 is inserted into the inner wall of the steel beam 3 through the pushing of the steel beam 3, so that the steel beam 3 can be abutted against the connecting part 2, before the steel beam 3 is inserted into the connecting part 2, the steel plate 41 is partially fixed on the side surface of the steel beam 3 through a bolt 42, the steel plate 41 and the steel beam 3 are inserted into the connecting part 2, at the moment, the plane end of the steel plate 41 pushes the rotating rod 6 to rotate, the rotating rod 6 pushes the butt-joint plate 5 to stretch out, the butt-joint plate 5 is abutted against the inner wall of the steel beam 3, when the butt-joint plate 5 is not stretched out, a person can insert the steel beam 3 and the steel plate 41 into the connecting part 2, the butt plate 5 extends out to support the bottom of the steel beam 3, so that the butt joint of the steel beam 3 is facilitated.
The surface of connecting portion 2 is equipped with two limiting plates 7 that are the symmetric distribution, butt plate 5 can slide on limiting plate 7, makes things convenient for butt plate 5 to slide in connecting portion 2 through limiting plate 7, and then makes things convenient for butt plate 5 to the support of girder steel 3.
Two be equipped with between the buttjunction board 5 can make two buttjunction board 5 synchronous motion's spliced pole 8, through promoting one of them one side buttjunction board 5 motion for two buttjunction board 5 synchronous insertion girder steel 3 in, and then make girder steel 3 can dock with connecting portion 2, spliced pole 8 can make things convenient for 5 synchronous motion of buttjunction board of both sides, and then make things convenient for girder steel 3 to take place to move along vertical direction, and the convenience is spacing to girder steel 3 in vertical direction.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
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 utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A high-rise steel structure mosaic structure, comprising:
the steel column comprises a steel column (1), wherein a connecting part (2) is arranged on one side of the steel column (1);
the steel beam (3) is arranged on the connecting part (2) on the side surface of the steel column (1);
the method is characterized in that:
and the connecting piece (4) is arranged between the connecting part (2) and the steel beam (3) so that the steel column (1) and the steel beam (3) are connected into a steel structure frame.
2. The splicing structure of high-rise steel structures according to claim 1, wherein: connecting piece (4) are including installing steel sheet (41) in girder steel (3) and connecting portion (2) both sides, connect through two rows of bolts (42) in steel sheet (41), one side of girder steel (3) is equipped with depressed part (43), one side of connecting portion (2) is equipped with bulge (44), the depressed part (43) of girder steel (3) insert bulge (44) of connecting portion (2), two rows of bolts (42) on steel sheet (41) are located respectively on connecting portion (2) and girder steel (3), depressed part (43) and bulge (44) are located between two rows of bolts (42).
3. The splicing structure of high-rise steel structures according to claim 2, wherein: the inside of connecting portion (2) is equipped with two and can be along butt joint board (5) to girder steel (3) inner wall, through butt joint board (5) make girder steel (3) and connecting portion (2) supported.
4. The splicing structure of high-rise steel structures according to claim 3, wherein: steel sheet (41) are L shape, butt plate (5) can slide in girder steel (3), the tip of butt plate (5) is equipped with can promote butt plate (5) to gliding dwang (6) of girder steel (3) position, the one end butt of dwang (6) makes butt plate (5) insert the inner wall of girder steel (3) through the promotion of girder steel (3) in the side of steel sheet (41), and then makes girder steel (3) can dock with connecting portion (2).
5. The splicing structure of high-rise steel structures according to claim 4, wherein: the surface of connecting portion (2) is equipped with two limiting plate (7) that are the symmetric distribution, butt joint plate (5) can slide on limiting plate (7).
6. The splicing structure of high-rise steel structures according to claim 4, wherein: two be equipped with between butt joint board (5) and can make two butt joint board (5) simultaneous movement's spliced pole (8), through promoting one of them one side butt joint board (5) motion for two butt joint board (5) are inserted in girder steel (3) in step, and then make girder steel (3) can dock with connecting portion (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121519508.4U CN215759582U (en) | 2021-07-05 | 2021-07-05 | High-rise steel structure splicing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121519508.4U CN215759582U (en) | 2021-07-05 | 2021-07-05 | High-rise steel structure splicing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215759582U true CN215759582U (en) | 2022-02-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121519508.4U Active CN215759582U (en) | 2021-07-05 | 2021-07-05 | High-rise steel structure splicing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215759582U (en) |
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2021
- 2021-07-05 CN CN202121519508.4U patent/CN215759582U/en active Active
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