CN210032131U - Connecting structure of profile steel concrete column and frame beam - Google Patents
Connecting structure of profile steel concrete column and frame beam Download PDFInfo
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- CN210032131U CN210032131U CN201920583927.0U CN201920583927U CN210032131U CN 210032131 U CN210032131 U CN 210032131U CN 201920583927 U CN201920583927 U CN 201920583927U CN 210032131 U CN210032131 U CN 210032131U
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- stand
- crossbeam
- hoist
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Abstract
The utility model discloses a connection structure of shaped steel concrete column and frame roof beam, including stand and crossbeam, the top fixedly connected with hoisting assembly of crossbeam, hoisting assembly's right side joint has the carrier assembly, the bottom fixedly connected with supporting component of crossbeam, supporting component's right side joint has fixed subassembly, hoisting assembly includes the hoist and mount board, and the hoist and mount piece has all been welded to the both sides of hoist and mount board, and the top of hoist and mount piece is provided with the bolt, and the bottom of bolt runs through hoisting block and crossbeam in proper order and extend to the inner chamber of crossbeam and the inner wall threaded connection of crossbeam. The utility model discloses a setting of stand, crossbeam, hoist and mount subassembly, carrier assembly, supporting component and fixed subassembly makes the connection structure of shaped steel concrete column and frame roof beam possess the advantage of the aggregate erection of being convenient for, and it is big to have solved the on-the-spot welding degree of difficulty among the prior art simultaneously, receives influences such as environment, operating personnel technical matter, equipment, and welding procedure is complicated, the problem of construction cycle length.
Description
Technical Field
The utility model relates to a shaped steel concrete column technical field specifically is a connection structure of shaped steel concrete column and frame roof beam.
Background
The steel reinforced concrete column is a bearing member used in super high-rise building, and includes section steel column, which is formed by welding section steel, and is wrapped with reinforced concrete structure, and is connected with frame beam (formed by binding and hooping reinforced steel bar) for cooperative stress.
Among the prior art, the reinforcing bar end on the frame roof beam is fixed on the pterygoid lamina of shaped steel post through field weld's mode, often need weld out the bracket earlier on the pterygoid lamina of shaped steel for provide welding part and support steel frame roof beam, the shortcoming that prior art exists lies in: the field welding difficulty is large, the field welding difficulty is influenced by environment, technical quality of operators, equipment and the like, the welding process is complex, the construction period is long, and therefore the connecting structure of the section steel concrete column and the frame beam is provided to solve the problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a connection structure of shaped steel concrete column and frame roof beam possesses the advantage of the aggregate erection of being convenient for, and it is big to have solved the on-the-spot welding degree of difficulty among the prior art, receives influences such as environment, operating personnel technical matter, equipment, and welding processes is complicated, problem that the construction cycle is long.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a connection structure of shaped steel concrete column and frame roof beam, includes stand and crossbeam, the top fixedly connected with hoist and mount subassembly of crossbeam, hoist and mount subassembly's right side joint has the carrier assembly, the bottom fixedly connected with supporting component of crossbeam, supporting component's right side joint has fixed subassembly.
Preferably, the hoisting assembly comprises a hoisting plate, hoisting blocks are welded on two sides of the hoisting plate, bolts are arranged at the top of the hoisting blocks, the bottom ends of the bolts sequentially penetrate through the hoisting blocks and the cross beam and extend to the inner cavity of the cross beam and the inner wall of the cross beam in threaded connection, and hooks are welded at the top of the hoisting plate.
Preferably, the carrier assembly is including bearing the concave plate, the carrier block has all been welded to the both sides of bearing the concave plate, bear concave plate and pothook joint, the left side of carrier block is provided with the bolt, and the right-hand member of bolt runs through carrier block and stand in proper order and extend to the inner chamber of stand and the inner wall threaded connection of stand, the left side of pothook is provided with the bolt, and the right-hand member of bolt runs through the pothook in proper order, bears concave plate and stand and extends to the inner chamber of stand and the inner wall threaded connection of stand.
Preferably, the supporting component comprises a supporting plate, supporting blocks are welded on two sides of the supporting plate, bolts are arranged at the bottoms of the supporting blocks, and the top ends of the bolts sequentially penetrate through the supporting blocks and the cross beam and extend to the inner cavity of the cross beam to be in threaded connection with the inner wall of the cross beam.
Preferably, fixed subassembly is including fixed concave plate, fixed concave plate and backup pad joint, the fixed block has all been welded to the both sides of fixed concave plate, the left side of fixed block is provided with the bolt, and the right-hand member of bolt runs through fixed block and stand in proper order and extend to the inner chamber of stand and the inner wall threaded connection of stand, the left side of fixed concave plate is provided with the bolt, and the right-hand member of bolt runs through fixed concave plate, backup pad and stand in proper order and extends to the inner chamber of stand and the inner wall threaded connection of stand.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses a setting of stand, crossbeam, hoist and mount subassembly, carrier assembly, supporting component and fixed subassembly makes the connection structure of shaped steel concrete column and frame roof beam possess the advantage of the aggregate erection of being convenient for, and it is big to have solved the on-the-spot welding degree of difficulty among the prior art simultaneously, receives influences such as environment, operating personnel technical matter, equipment, and welding procedure is complicated, the problem of construction cycle length.
2. The utility model discloses a hoisting assembly and carrier assembly's setting can hoist and mount the crossbeam on the surface of stand to accomplish the fixed at stand top, through supporting component and fixed subassembly's setting, can exert the supporting force to the crossbeam, and fix crossbeam and stand, thereby accomplished the installation of stand bottom.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a left side view of the structure of the present invention;
FIG. 3 is a schematic view of the load bearing assembly of the present invention;
FIG. 4 is a schematic view of the hoisting assembly of the present invention;
fig. 5 is a schematic view of the supporting assembly of the present invention.
In the figure: 1 column, 2 beam, 3 hoisting components, 31 hoisting plate, 32 hoisting block, 33 hook, 4 bearing component, 41 bearing concave plate, 42 bearing block, 5 supporting component, 51 supporting plate, 52 supporting block, 6 fixing component, 61 fixing concave plate and 62 fixing block.
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.
Please refer to fig. 1-5, a connection structure of a steel reinforced concrete column and a frame beam, comprising a column 1 and a beam 2, a hoisting component 3 fixedly connected to the top of the beam 2, a bearing component 4 clamped to the right side of the hoisting component 3, a supporting component 5 fixedly connected to the bottom of the beam 2, a fixing component 6 clamped to the right side of the supporting component 5, the hoisting component 3 comprises a hoisting plate 31, hoisting blocks 32 welded to both sides of the hoisting plate 31, a bolt provided on the top of the hoisting block 32, and the bottom of the bolt sequentially penetrates through the hoisting block 32 and the beam 2 and extends to the inner cavity of the beam 2 and the inner wall of the beam 2, a hook 33 welded to the top of the hoisting plate 31, the bearing component 4 comprises a bearing concave plate 41, bearing blocks 42 welded to both sides of the bearing concave plate 41, the bearing concave plate 41 is clamped to the hook 33, a bolt provided on the left side of the bearing block 42, and the right end of the bolt sequentially penetrates through the bearing block 42 and the column 1 and extends to The left side of the hook 33 is provided with a bolt, the right end of the bolt sequentially penetrates through the hook 33, the bearing concave plate 41 and the upright post 1 and extends to the inner cavity of the upright post 1 to be in threaded connection with the inner wall of the upright post 1, the cross beam 2 can be hung on the surface of the upright post 1 through the arrangement of the hoisting component 3 and the bearing component 4, so that the top of the upright post 1 is fixed, the supporting component 5 comprises a supporting plate 51, supporting blocks 52 are welded on two sides of the supporting plate 51, bolts are arranged at the bottom of the supporting blocks 52, the top ends of the bolts sequentially penetrate through the supporting blocks 52 and the cross beam 2 and extend to the inner cavity of the cross beam 2 to be in threaded connection with the inner wall of the cross beam 2, the fixing component 6 comprises a fixing concave plate 61, the fixing concave plate 61 is clamped with the supporting plate 51, fixing blocks 62 are welded on two sides of the fixing concave plate 61, a bolt is arranged on the left side of the fixing block, the left side of fixed concave 61 is provided with the bolt, and the right-hand member of bolt runs through fixed concave 61 in proper order, backup pad 51 and stand 1 and extend to stand 1's inner chamber and stand 1's inner wall threaded connection, setting through supporting component 5 and fixed subassembly 6, can exert the supporting force to crossbeam 2, and fix crossbeam 2 and stand 1, thereby the installation of stand 1 bottom has been accomplished, through stand 1, crossbeam 2, hoist and mount subassembly 3, carrier assembly 4, the setting of supporting component 5 and fixed subassembly 6, make the connection structure of shaped steel concrete column and frame roof beam possess the advantage of the composite mounting of being convenient for, it is big to have solved the field weld degree of difficulty among the prior art simultaneously, receive the environment, operating personnel technical matter, equipment etc. influence, welding process is complicated, the problem of construction cycle length is long.
During the use, at first before crossbeam 2 is not installed, with supporting component 5 through the bolt fastening in the bottom of crossbeam 2, with hoist and mount subassembly 3 through the bolt fastening in the top of crossbeam 2, then with carrier assembly 4 through the bolt fastening in the left side of stand 1, with crossbeam 2 through hoisting equipment hoist this moment, and insert the pothook 33 of hoist and mount subassembly 3 inside into bearing concave plate 41, be connected hoist and mount subassembly 3 and carrier assembly 4 through the bolt this moment and fix, then establish fixed concave plate 61 cover inside fixed subassembly 6 on the surface of backup pad 51, and install fixed subassembly 6 on stand 1 through the bolt, be connected fixed with supporting component 5 through the bolt at last with fixed subassembly 6, can accomplish the connection of crossbeam 2 and stand 1.
In summary, the following steps: this connection structure of shaped steel concrete column and frame roof beam through stand 1, crossbeam 2, hoist and mount subassembly 3, carrier assembly 4, supporting component 5 and fixed subassembly 6's cooperation, has solved among the prior art the field weld degree of difficulty big, receives influences such as environment, operating personnel technical matter, equipment, and welding processes is complicated, the problem of construction cycle length.
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 (5)
1. The utility model provides a connection structure of shaped steel concrete column and frame roof beam, includes stand (1) and crossbeam (2), its characterized in that: the top fixedly connected with hoist and mount subassembly (3) of crossbeam (2), the right side joint of hoist and mount subassembly (3) has carrier assembly (4), the bottom fixedly connected with supporting component (5) of crossbeam (2), the right side joint of supporting component (5) has fixed subassembly (6).
2. The connection structure of a shaped steel concrete column and frame roof beam of claim 1, characterized in that: hoist and mount subassembly (3) are including hoist and mount board (31), hoist and mount piece (32) have all been welded to the both sides of hoist and mount board (31), the top of hoist and mount piece (32) is provided with the bolt, and the bottom of bolt runs through hoist and mount piece (32) and crossbeam (2) in proper order and extend to the inner wall threaded connection of the inner chamber of crossbeam (2) and crossbeam (2), the top welding of hoist and mount board (31) has pothook (33).
3. The connection structure of a shaped steel concrete column and frame roof beam of claim 2, characterized in that: bearing component (4) are including bearing concave plate (41), bearing block (42) have all been welded to the both sides of bearing concave plate (41), bear concave plate (41) and pothook (33) joint, the left side of bearing block (42) is provided with the bolt, and the right-hand member of bolt runs through bearing block (42) and stand (1) in proper order and extend to the inner wall threaded connection of the inner chamber of stand (1) and stand (1), the left side of pothook (33) is provided with the bolt, and the right-hand member of bolt runs through pothook (33) in proper order, bears concave plate (41) and stand (1) and extends to the inner wall threaded connection of the inner chamber of stand (1) and stand (1).
4. The connection structure of a shaped steel concrete column and frame roof beam of claim 1, characterized in that: the supporting assembly (5) comprises a supporting plate (51), supporting blocks (52) are welded on two sides of the supporting plate (51), bolts are arranged at the bottoms of the supporting blocks (52), and the top ends of the bolts sequentially penetrate through the supporting blocks (52) and the cross beam (2) and extend to the inner cavity of the cross beam (2) to be in threaded connection with the inner wall of the cross beam (2).
5. The connection structure of a shaped steel concrete column and frame roof beam of claim 4, characterized in that: fixed subassembly (6) are including fixed concave plate (61), fixed concave plate (61) and backup pad (51) joint, fixed block (62) have all been welded to the both sides of fixed concave plate (61), the left side of fixed block (62) is provided with the bolt, and the right-hand member of bolt runs through fixed block (62) and stand (1) in proper order and extends to the inner wall threaded connection of the inner chamber of stand (1) and stand (1), the left side of fixed concave plate (61) is provided with the bolt, and the right-hand member of bolt runs through fixed concave plate (61), backup pad (51) and stand (1) in proper order and extends to the inner wall threaded connection of the inner chamber of stand (1) and stand (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920583927.0U CN210032131U (en) | 2019-04-26 | 2019-04-26 | Connecting structure of profile steel concrete column and frame beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920583927.0U CN210032131U (en) | 2019-04-26 | 2019-04-26 | Connecting structure of profile steel concrete column and frame beam |
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CN210032131U true CN210032131U (en) | 2020-02-07 |
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CN201920583927.0U Active CN210032131U (en) | 2019-04-26 | 2019-04-26 | Connecting structure of profile steel concrete column and frame beam |
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2019
- 2019-04-26 CN CN201920583927.0U patent/CN210032131U/en active Active
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