CN219586907U - Assembled steel construction building dysmorphism post - Google Patents
Assembled steel construction building dysmorphism post Download PDFInfo
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- CN219586907U CN219586907U CN202320537939.6U CN202320537939U CN219586907U CN 219586907 U CN219586907 U CN 219586907U CN 202320537939 U CN202320537939 U CN 202320537939U CN 219586907 U CN219586907 U CN 219586907U
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- support column
- column
- connecting rod
- steel structure
- fixing
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model relates to an assembled steel structure building special-shaped column, which belongs to the field of steel structure buildings and comprises a first support column and a second support column, wherein the second support column is sleeved on the first support column, the second support column is connected with the first support column in a sliding manner, and the assembled steel structure building special-shaped column further comprises a fixing assembly, wherein the fixing assembly is used for fixing the second support column on the first support column. The utility model has the effect of reducing resource waste.
Description
Technical Field
The utility model relates to the technical field of steel structure buildings, in particular to an assembled steel structure building special-shaped column.
Background
With the continuous development of society, people have increasingly increased requirements on building artistry, and particularly buildings using special-shaped columns are frequently used. The application and design of the special-shaped column in the building are important to the overall stability of the structure except considering the local stability of the components. Therefore, the BIM technology is used for assisting in the installation and construction of the special-shaped column, and the efficiency, safety and stability of the special-shaped column applied to building construction are improved.
Compared with the traditional concrete building, the steel structure building is a novel building system, and steel plates or section steel are used for replacing reinforced concrete, so that the steel structure building is higher in strength and better in shock resistance. The structural column is used as an important component in the assembled steel structure building, is researched and applied, and has extremely important significance and effect on popularization and application of assembled steel structure houses. At present, the special-shaped structural columns widely applied to the fabricated steel structure houses are mainly structural columns formed by combining steel and concrete, so that wet operation exists on a construction site, and cleaning tasks after construction are heavy. And when the concrete structural column is used, the concrete consumption is large, the structural self-weight is great, and the concrete structural column is not easy to modify after being molded.
Aiming at the related technology, after the building reaches the service life, the structural column combined by steel and concrete is not beneficial to dismantling and recycling, and the inventor considers that the defect of resource waste exists.
Disclosure of Invention
In order to reduce resource waste, the utility model provides an assembled steel structure building special-shaped column.
The utility model provides an assembled steel structure building special-shaped column, which adopts the following technical scheme:
the utility model provides an assembled steel construction building dysmorphism post, includes first support column and second support column, the second support column cover is located on the first support column, the second support column with first support column slides and connects, still includes fixed subassembly, fixed subassembly is used for with the second support column is fixed in on the first support column.
Through adopting above-mentioned technical scheme, be connected first support column and second support column through fixed subassembly, first support column and second support column make up into steel structure post, reduce the use to the concrete. When the service life of the building arrives, after the structural column is removed, the first support column and the second support column can be reused, and resource waste is reduced. The second support column is connected with the first support column in a sliding manner, the connection position of the second support column and the first support column is adjusted, the height of the structural column can be changed, the novel support column is suitable for different structural buildings, the utilization ratio of the first support column and the second support column is improved, and resource waste is reduced.
Preferably, the fixing component comprises a pin shaft, the pin shaft is arranged on the first support column, and the pin shaft is used for fixing the first support column and the second support column.
Through adopting above-mentioned technical scheme, after adjusting the hookup location of first support column and second support column, wear the round pin axle and locate in first support column and the second support column, it is fixed with first support column with the second support column for first support column and second support column combination become the structural column, support the building.
Preferably, the fixing component comprises a first connecting rod and a second connecting rod, the first connecting rod is fixedly arranged on the first support column, the second support column is provided with a sliding groove, the sliding groove is formed along the axial direction of the second support column, and the sliding groove is used for sliding of the first connecting rod;
the second connecting rod is connected with the first support column in a sliding mode, the pin shaft is located on the second connecting rod, and the pin shaft is arranged towards the direction of the first support column.
Through adopting above-mentioned technical scheme, when adjusting the hookup location of second support column and first support column, pulling round pin axle and second connecting rod are moved towards the direction of keeping away from the head rod, and the second support column slides along the axial of first support column. When the second support column adjusts suitable hookup location, promote the direction of second connecting rod and round pin axle towards first support column, the round pin axle is connected first support column and second support column, and the operation is more convenient.
Preferably, the first connecting rod and the second connecting rod are internally provided with fixing bolts in a penetrating way, and one ends of the fixing bolts, which are close to the first support columns, are in threaded connection with the first support columns.
Through adopting above-mentioned technical scheme, after the round pin axle penetrates in first support column and the second support column, promote fixing bolt and wear to locate in head rod and the second connecting rod, fix head rod and the second connecting rod, reduce the possibility that the round pin axle breaks away from the connection with first support column, second support column, improve the degree of safety during construction. The fixing bolt is in threaded connection with the first support column, so that the connection strength of the pin shaft and the first support column is further improved.
Preferably, the top of the second support column is provided with a mounting frame, a cross beam is arranged in the mounting frame in a penetrating mode, and the axis direction of the cross beam is perpendicular to the axis direction of the second support column.
Through adopting above-mentioned technical scheme, increase the joint strength of crossbeam and mounting bracket, improve the inseparable degree of being connected between two crossbeams, improve building structure's stability.
Preferably, the mounting frame is provided with a supporting plate, the supporting plate is used for supporting the cross beam, the supporting plate is provided with a diagonal draw bar, and one end of the diagonal draw bar, which is far away from the supporting plate, is connected with the mounting frame.
Through adopting above-mentioned technical scheme, the backup pad supports mounting bracket and crossbeam, reduces the possibility that the junction of crossbeam and mounting bracket takes place deformation. The diagonal tension rod applies upward pulling force to the supporting plate, so that the possibility that the supporting plate and one end of the cross beam, which is far away from the mounting frame, are influenced by gravity to deform is reduced, and the service lives of the supporting plate and the cross beam are prolonged.
Preferably, the mounting frame is provided with a reinforcing rib, one end of the mounting frame, away from the reinforcing rib, is connected with the cross beam, a connecting bolt is connected to the cross beam in a threaded mode and used for fixing the cross beam and the supporting plate, and the connecting bolt penetrates through one end, away from the mounting frame, of the reinforcing rib.
Through adopting above-mentioned technical scheme, the strengthening rib pulls up the one end that the mounting bracket was kept away from to the crossbeam, reduces the one end that the mounting bracket was kept away from to the crossbeam and receives the degree that gravity influence takes place deformation. Fixing bolt fixes the strengthening rib when increasing the joint strength of crossbeam and backup pad, reduces the demand of using more fixed strengthening ribs of structure, reduces the wasting of resources.
Preferably, a base is arranged at the bottom of the first support column, and foundation bolts are arranged on the base.
Through adopting above-mentioned technical scheme, the base increases the area of contact of first support column and ground, reduces the pressure of first support column to ground. The foundation bolt is fixed with the base, improves the firm degree of first support column.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. through setting up fixed subassembly, replace concrete through fixed subassembly, when building service life arrives the back, harm to first support column and second support column is less, with first support column and second support column dismantlement back reuse, can play the effect of reducing the wasting of resources;
2. by arranging the first connecting rod and the second connecting rod, the effect of improving the convenience degree of fixing the first support column and the second support column can be achieved;
3. through setting up the diagonal draw bar, can play the effect that improves the backup pad to the bearing capacity of crossbeam.
Drawings
Fig. 1 is a schematic diagram of the overall structure of an assembled steel structural building special-shaped column in an embodiment of the utility model.
Fig. 2 is a schematic structural view of a fixing assembly according to an embodiment of the present utility model.
Fig. 3 is a schematic view of a structure for embodying a support plate in an embodiment of the present utility model.
Reference numerals illustrate: 1. a first support column; 2. a second support column; 21. a slip groove; 3. a fixing assembly; 31. a pin shaft; 32. a first connecting rod; 33. a second connecting rod; 34. a fixing bolt; 4. a mounting frame; 41. a cross beam; 411. a connecting bolt; 42. reinforcing ribs; 5. a support plate; 51. a diagonal draw bar; 6. a base; 61. foundation bolts.
Detailed Description
The utility model is described in further detail below with reference to fig. 1-3.
The embodiment of the utility model discloses an assembled steel structure building special-shaped column. Referring to fig. 1 and 2, an assembled steel structure building special-shaped column comprises a first support column 1 and a second support column 2, wherein the second support column 2 is sleeved outside the first support column 1 and is in sliding connection with the first support column 1. The fixing assembly 3 is used for fixing the second support column 2 on the first support column 1. The connection position of the second support column 2 and the first support column 1 is adjusted, and the first support column 1 and the second support column 2 are fixed through the fixing component 3, so that the structural steel formed by the first support column 1 and the second support column 2 is applicable to different structural buildings. After the service life of the building arrives, the fixing assembly 3 is removed, the first support column 1 and the second support column 2 are recycled, and resource waste is reduced.
Referring to fig. 1, a base 6 is fixedly arranged at the bottom of a first support column 1, foundation bolts 61 are arranged on the base 6, the foundation bolts 61 penetrate through the base 6 and are nailed into the ground surface, the base 6 and the first support column 1 are fixed on the bottom surface, and the stability of the first support column 1 is improved. Meanwhile, the base 6 reduces the pressure intensity exerted by the first support column 1 on the ground, reduces the deformation degree of the ground after the first support column 1 is used for a long time, and prolongs the service life of the building.
Referring to fig. 1 and 2, the fixing assembly 3 includes a first connection rod 32, a second connection rod 33, and a pin shaft 31. The first connecting rod 32 is fixedly arranged on the first support column 1, the second support column 2 is provided with a sliding groove 21 for the first connecting rod 32 to penetrate through, the sliding groove 21 is formed along the axial direction of the second support column 2, the first connecting rod 32 is connected with the groove wall of the sliding groove 21 in a sliding manner when the second support column 2 is moved, and the first connecting rod 32 is attached to the side wall of the second support column 2. The second connecting rod 33 is arranged in the first connecting rod 32 in a penetrating manner and is connected with the first connecting rod 32 in a sliding manner, the pin shaft 31 is fixedly arranged on the second connecting rod 33 and is arranged towards the direction of the first support column 1, and the second connecting rod 33 is moved so that the pin shaft 31 moves towards the direction close to the first support column 1 or away from the first support column 1.
Referring to fig. 1 and 2, a plurality of through holes are formed in a first support column 1 and a second support column 2, and the second support column 2 is moved so that the through holes formed in the first support column 1 and the second support column 2 are communicated. Pulling the second connecting rod 33 makes the pin shaft 31 disconnected with the first support column 1, so that the second support column 2 moves along the axial direction of the first support column 1, and when the second support column 2 moves to a proper position, the second connecting rod 33 is pulled to move towards the direction of the first support column 1, so that the pin shaft 31 penetrates through the first support column 1 and the second support column 2. The pin shafts 31 are arranged in a plurality and are distributed along the axial direction of the first support column 1, and the pin shafts 31 are arranged in each through hole of the first support column 1 in a penetrating manner and also in the through holes which are arranged on the second support column 2 and coincide with the first support column 1. The plurality of pins 31 are used for reinforcing the connection strength of the first support column 1 and the second support column 2.
Referring to fig. 1 and 2, the first connecting rod 32 is provided with a fixing bolt 34, when the pin shaft 31 is inserted into the first support column 1 and the second support column 2, the fixing bolt 34 is inserted into the first support column 1 and the second support column 2, and the fixing bolt 34 is rotated so that one end of the fixing bolt 34, which is close to the first support column 1, is in threaded connection with the first support column 1, and further the connection strength of the first connecting rod 32 and the second connecting rod 33 is improved, the possibility that the pin shaft 31 is disconnected with the first support column 1 and the second support column 2 is reduced, and the safety degree during construction is improved.
Referring to fig. 1 and 3, the top end of the second support column 2 is fixedly provided with a mounting frame 4, a cross beam 41 is penetrated in the mounting frame 4, and the axial direction of the cross beam 41 is perpendicular to the axial direction of the second support column 2. The mounting frame 4 is provided with reinforcing ribs 42, and the reinforcing ribs 42 are positioned on one side of the mounting frame 4 away from the second support column 2. One end of the reinforcing rib 42 is fixedly connected with the mounting frame 4, the other end of the reinforcing rib 42 is fixedly connected with the cross beam 41, and the reinforcing rib 42 is used for reducing the deformation degree of the end, away from the mounting frame 4, of the cross beam 41 under the influence of gravity. The support plate 5 is fixedly arranged on the mounting frame 4, the support plate 5 is positioned at the bottoms of the mounting frame 4 and the cross beam 41, the support plate 5 is used for supporting the joint of the cross beam 41 and the mounting frame 4, and the possibility that the joint of the cross beam 41 and the mounting frame 4 deforms is reduced. The cross beam 41 is connected with a connecting bolt 411 in a threaded manner, and the connecting bolt 411 penetrates through the reinforcing rib 42 to fixedly connect the reinforcing rib 42 with the cross beam 41. The connecting bolts 411 are simultaneously in threaded connection with the supporting plate 5, so that the connection strength of the supporting plate 5 and the cross beam 41 is enhanced, and the structural stability of the supporting plate 5 and the cross beam 41 is improved.
Referring to fig. 1 and 3, a diagonal draw bar 51 is arranged on a supporting plate 5, one end of the diagonal draw bar 51 is fixedly connected with the supporting plate 5, the other end of the diagonal draw bar 51 is fixedly connected with a mounting frame 4, upward tension is applied to the supporting plate 5 by the diagonal draw bar 51, the supporting capacity of the supporting plate 5 to a cross beam 41 is improved, the degree that one end, far away from the mounting frame 4, of the cross beam 41 is deformed due to the influence of gravity is reduced, and the structural strength of the cross beam 41 and the mounting frame 4 is improved.
The implementation principle of the fabricated steel structure building special-shaped column provided by the embodiment of the utility model is as follows: the second connecting rod 33 and the pin shaft 31 are moved towards the direction away from the first support column 1, the second support column 2 is moved to a proper position by using the crane, and the second connecting rod 33 is pushed towards the direction of the first support column 1, so that the pin shaft 31 fixedly connects the second support column 2 with the first support column 1. The fixing bolt 34 is penetrated into the first and second connection rods 32 and 33, and the fixing bolt 34 is rotated so that the fixing bolt 34 is screw-coupled with the first support column 1. After the cross beam 41 is inserted into the mounting frame 4, the connecting bolts 411 are inserted into the reinforcing ribs 42 and are connected with the cross beam 41 and the support plate 5 in a threaded manner.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (6)
1. An assembled steel construction building dysmorphism post, its characterized in that: including first support column (1) and second support column (2), second support column (2) cover is located on first support column (1), second support column (2) with first support column (1) slide and connect, still include fixed subassembly (3), fixed subassembly (3) are used for with second support column (2) are fixed in on first support column (1), fixed subassembly (3) include round pin axle (31), round pin axle (31) set up in on first support column (1), round pin axle (31) are used for fixing first support column (1) with second support column (2), fixed subassembly (3) include head rod (32), second connecting rod (33), head rod (32) fixed set up in on first support column (1), second support column (2) have seted up sliding groove (21), sliding groove (21) are followed the axial of second support column (2), sliding groove (21) supply first support column (1) and second connecting rod (33) slide, head rod (33) are connected in first connecting rod (33), the pin shaft (31) is arranged towards the first support column (1).
2. The fabricated steel structure building special-shaped column according to claim 1, wherein: the first connecting rod (32) and the second connecting rod (33) are internally provided with fixing bolts (34) in a penetrating way, and one end, close to the first support column (1), of each fixing bolt (34) is in threaded connection with the first support column (1).
3. The fabricated steel structure building special-shaped column according to claim 1, wherein: the top of the second support column (2) is provided with a mounting frame (4), a cross beam (41) is arranged in the mounting frame (4) in a penetrating mode, and the axis direction of the cross beam (41) is perpendicular to the axis direction of the second support column (2).
4. The fabricated steel structural building special-shaped column of claim 3, wherein: be provided with backup pad (5) on mounting bracket (4), backup pad (5) are used for supporting crossbeam (41), be provided with diagonal draw bar (51) on backup pad (5), diagonal draw bar (51) keep away from one end and mounting bracket (4) of backup pad (5) are connected.
5. The fabricated steel structure building special-shaped column according to claim 4, wherein: be provided with strengthening rib (42) on mounting bracket (4), strengthening rib (42) keep away from one end of mounting bracket (4) with crossbeam (41) are connected, threaded connection has connecting bolt (411) on crossbeam (41), connecting bolt (411) are used for fixing crossbeam (41) with backup pad (5), connecting bolt (411) wear to locate strengthening rib (42) are kept away from one end of mounting bracket (4).
6. The fabricated steel structure building special-shaped column according to claim 1, wherein: the bottom of the first support column (1) is provided with a base (6), and the base (6) is provided with foundation bolts (61).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320537939.6U CN219586907U (en) | 2023-03-18 | 2023-03-18 | Assembled steel construction building dysmorphism post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320537939.6U CN219586907U (en) | 2023-03-18 | 2023-03-18 | Assembled steel construction building dysmorphism post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219586907U true CN219586907U (en) | 2023-08-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320537939.6U Active CN219586907U (en) | 2023-03-18 | 2023-03-18 | Assembled steel construction building dysmorphism post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219586907U (en) |
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2023
- 2023-03-18 CN CN202320537939.6U patent/CN219586907U/en active Active
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