CN215106006U - High-rise super high-rise frame shear combined structure - Google Patents
High-rise super high-rise frame shear combined structure Download PDFInfo
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- CN215106006U CN215106006U CN202120760334.4U CN202120760334U CN215106006U CN 215106006 U CN215106006 U CN 215106006U CN 202120760334 U CN202120760334 U CN 202120760334U CN 215106006 U CN215106006 U CN 215106006U
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Abstract
The utility model discloses a composite construction is cut to high-rise superelevation layer frame, including crossbeam and concrete column, crossbeam downside fixedly connected with support column, support column quantity is two, two support column supports are connected through little crossbeam, the crossbeam downside is fixedly connected with concrete column still, be connected through stable structure between support column and the concrete column, crossbeam and concrete column give horizontal and fore-and-aft whole support, through the support column that is equipped with, can install stable structure between support column and concrete column, reduce the influence of shearing stress through stable structure, the little crossbeam that is equipped with between two support columns can avoid the support column to receive the stable mechanism influence and produce the skew.
Description
Technical Field
The utility model relates to the technical field of building, specifically be a composite construction is cut to high-rise superelevation layer frame.
Background
With the continuous increase of the height and span of modern steel structures, the structure has higher requirements on the aspects of improving energy consumption mechanisms, improving earthquake resistance and the like, and the earthquake damage of the past earthquake shows that the traditional steel frame shear wall structure does not show a beam hinge mechanism with higher energy consumption capability;
therefore, it is necessary to improve the connection method between the beams and the columns and the arrangement method of the shear wall, enhance the lateral movement resistance of the structure, and improve the seismic performance of the structure.
SUMMERY OF THE UTILITY MODEL
To the not enough of prior art, disclose a integrated configuration is cut to high-rise superelevation layer frame, including crossbeam and concrete column, crossbeam downside fixedly connected with support column, support column quantity is two, and two support column supports are connected through little crossbeam, and crossbeam downside is fixedly connected with concrete column still, is connected through stable structure between support column and the concrete column.
Preferably, the stabilizing structure comprises a connecting disc, a through hole is formed in the inner wall of the connecting disc, a pin shaft is clamped on the inner wall of the through hole of the connecting disc, a clamping groove is further formed in the outer wall of the connecting disc, a connecting plate is clamped through the clamping groove, and one end, far away from the clamping groove, of the connecting plate is fixedly connected to the concrete column.
Preferably, the number of the stabilizing structures is two, and the stabilizing structures are arranged on the same horizontal direction of the supporting columns.
Preferably, the small cross beams are arranged in parallel with the cross beams, and the number of the small cross beams is at least two.
Preferably, the clamping grooves are formed in the outer side of the connecting disc and are arranged symmetrically with respect to the center of the central shaft.
The utility model discloses following beneficial effect has: the crossbeam and the concrete column are transversely and longitudinally integrally supported, the stable structure can be installed between the support column and the concrete column through the support column, the influence of shear stress is reduced through the stable structure, and the small crossbeam arranged between the two support columns can avoid the support column from being influenced by the stable mechanism to generate deviation.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a cross-sectional view of the interface disc;
in the figure: 1. crossbeam, 2, concrete column, 3, support column, 4, little crossbeam, 5, stable structure, 51, connection pad, 511, through-hole, 512, draw-in groove, 52, round pin axle, 53, connecting plate.
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. 1-2, a high-rise super high-rise frame shear combination structure, including crossbeam 1 and concrete column 2, crossbeam 1 downside fixedly connected with support column 3, the support column 3 quantity is two, two support columns 3 supports are connected through small crossbeam 4, crossbeam 1 downside is still fixedly connected with concrete column 2, support column 3 is connected through stable structure 5 with concrete column 2, crossbeam 1 and concrete column 2 give horizontal and fore-and-aft integral support, through support column 3 that is equipped with, can install stable structure 5 between support column 3 and concrete column 2, reduce the influence of shearing stress through stable structure 5, small crossbeam 4 that is equipped with between two support columns 3 can avoid support column 3 to receive stable mechanism 5 influence and produce the skew.
Particularly, stable structure 5 includes connection pad 51, through-hole 511 has been seted up to connection pad 51 inner wall, connection pad 51 through-hole 511 inner wall joint has round pin axle 52, draw-in groove 512 has still been seted up to connection pad 51 outer wall, and there is connecting plate 53 through draw-in groove 512 joint, draw-in groove 512 one end fixed connection is kept away from on concrete column 2 to connecting plate 53, install connection pad 51 in the 3 outsides of support column, and fix two chain connection pads 51 through round pin axle 52, make its joint in the 3 outsides of support column, through draw-in groove 512 installation connecting plate 53, and make the connecting plate 53 other end and concrete column 2 carry out fixed connection, stable structure 5 with this formation.
Specifically, the number of the stabilizing structures 5 is two, and the stabilizing structures are installed on the same horizontal direction of the supporting column 3 and are supported in symmetrical directions.
Specifically, the small beams 4 are installed in parallel with the beam 1, the number of the small beams 4 is at least two, and the small beams 4 are installed at the upper end and the lower end of the support column 3 and are supported by avoiding the connection position of the stabilizing mechanism 5.
Specifically, the outer side of the connecting disc 51 is provided with the clamping grooves 512 which are symmetrically arranged around the center of the central shaft, so that the mounting and the use are convenient.
Example (b): crossbeam 1 and concrete column 2 give horizontal and fore-and-aft integral support, through the support column 3 that is equipped with, can install stable structure 5 between support column 3 and concrete column 2, reduce the influence of shearing stress through stable structure 5, little crossbeam 4 that is equipped with between two support columns 3 can avoid support column 3 to receive stable structure 5 to influence and produce the skew, install connection pad 51 in the support column 3 outside, and fix two chain connection pads 51 through round pin axle 52, make its joint in the support column 3 outside, through draw-in groove 512 erection joint board 53, and make the connection board 53 other end and concrete column 2 carry out fixed connection, stable structure 5 with this formation.
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 composite construction is cut to high-rise superelevation layer frame which characterized in that: including crossbeam (1) and concrete column (2), crossbeam (1) downside fixedly connected with support column (3), support column (3) quantity is two, two support column (3) support is connected through little crossbeam (4), crossbeam (1) downside is fixedly connected with concrete column (2) still, be connected through stable structure (5) between support column (3) and concrete column (2).
2. The high-rise and super-high-rise frame shear combined structure of claim 1, wherein: stabilizing structure (5) are including connection pad (51), through-hole (511) have been seted up to connection pad (51) inner wall, connection pad (51) through-hole (511) inner wall joint has round pin axle (52), draw-in groove (512) have still been seted up to connection pad (51) outer wall, and pass through draw-in groove (512) joint has connecting plate (53), draw-in groove (512) one end fixed connection is kept away from on concrete column (2) in connecting plate (53).
3. The high-rise and super-high-rise frame shear combined structure of claim 2, wherein: the number of the stabilizing structures (5) is two, and the stabilizing structures are arranged on the same horizontal direction of the supporting columns (3).
4. The high-rise and super-high-rise frame shear combined structure of claim 3, wherein: the small cross beams (4) are parallel to the cross beams (1) and are at least two in number.
5. The high-rise and super-high-rise frame shear combined structure of claim 4, wherein: the outer side of the connecting disc (51) is provided with clamping grooves (512) which are symmetrically arranged around the center of the central shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120760334.4U CN215106006U (en) | 2021-04-14 | 2021-04-14 | High-rise super high-rise frame shear combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120760334.4U CN215106006U (en) | 2021-04-14 | 2021-04-14 | High-rise super high-rise frame shear combined structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215106006U true CN215106006U (en) | 2021-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120760334.4U Active CN215106006U (en) | 2021-04-14 | 2021-04-14 | High-rise super high-rise frame shear combined structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215106006U (en) |
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2021
- 2021-04-14 CN CN202120760334.4U patent/CN215106006U/en active Active
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