CN216142174U - Supporting structure system with eccentric supporting structure - Google Patents
Supporting structure system with eccentric supporting structure Download PDFInfo
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- CN216142174U CN216142174U CN202121898899.5U CN202121898899U CN216142174U CN 216142174 U CN216142174 U CN 216142174U CN 202121898899 U CN202121898899 U CN 202121898899U CN 216142174 U CN216142174 U CN 216142174U
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Abstract
A supporting structure system with an eccentric supporting structure comprises a cross beam and an upright post which are arranged in a transverse-longitudinal staggered manner, wherein the eccentric supporting structure is arranged on the cross beam and comprises a transverse anti-seismic structure and a longitudinal anti-seismic structure, the transverse anti-seismic structure comprises a first energy-consuming beam section which is horizontally arranged, the first energy-consuming beam section is connected with two supporting columns, and the two supporting columns extend to the bottom end of the upright post from one side of the first energy-consuming beam section; the longitudinal anti-seismic structure comprises a second energy-consuming beam section which is vertically arranged, the second energy-consuming beam section is connected with two support columns, the two support columns extend from one side of the first energy-consuming beam section to the bottom end of the upright post, and a transverse anti-seismic structure or a longitudinal anti-seismic structure is arranged on the cross beam; the eccentric supporting structure is arranged between the cross beam and the stand column, and the shearing force borne by the cross beam can be transmitted to the stand column through the eccentric supporting structure when the cross beam vibrates, so that the shearing resistance of the inner cross beam is improved.
Description
Technical Field
The utility model relates to the technical field of structural seismic resistance and energy dissipation and shock absorption, in particular to a supporting structure system with an eccentric supporting structure.
Background
The frame support structure system is divided into a central support frame and an eccentric support frame. The lateral rigidity of the traditional steel frame structure system is difficult to meet the requirements, the deformation is large, the damage of a non-structural component is easily caused, and the horizontal and longitudinal prestress eccentric stay cable support is added on the basis of the steel frame in the industrialized multi-high-rise assembled steel structure frame eccentric support system, so that the lateral rigidity of the structure is improved, and the deformation performance of the structure is improved. The eccentric support frame is mainly characterized in that at least one end of two ends of each support diagonal rod is not connected with a beam at a beam column joint. A plastic deformation beam section is formed between the supporting diagonal rods and the columns or between the diagonal rods and the diagonal rods. Under the action of small vibration, the eccentric support frame has enough lateral stiffness, and the interlayer displacement can meet the standard requirement. Under the action of an earthquake, the structure enters an elastic-plastic working stage, the plastic deformation beam section yields before the support member, a part of earthquake energy is dissipated, and meanwhile, the stress of the frame node can be improved. The eccentric support frame structure has better ductility compared to the central support frame structure.
In the traditional structural design and analysis, because the rigid node has large bearing capacity and rigidity, the rigid node is generally considered as the most ideal anti-seismic node form and is widely applied to the node connection design of the frame structure of the seismic region. Seismic experience has shown that the rigid beam-column joint connection of buildings suffers brittle failure to varying degrees. Under the action of rare earthquakes, the plastic deformation beam section of the eccentric support frame structure mainly consumes energy through shearing of the web plate, the residual deformation of the web plate is large, and the repair is needed after the earthquakes. If the whole section of the plastic deformation beam section is replaced, great waste is caused. The plastic deformation beam section of the eccentric support frame is connected with the floor slab, if the plastic deformation beam section is subjected to plastic deformation under the action of an earthquake, residual deformation exists after the earthquake, the whole plastic deformation beam section is replaced to influence the normal use of the whole frame, and the construction is complex. After a major earthquake, aftershocks are often generated, and how to quickly restore the plastic deformation beam section after the earthquake to restore the earthquake-resistant performance of the frame structure is a problem which is not easy to solve in the design of the eccentric supporting frame.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides a supporting structure system with an eccentric supporting structure, and the supporting structure system is combined with a building frame and the eccentric supporting structure, so that the integral rigidity of the structure is greatly improved, the integral anti-seismic performance of the structure is improved, and the improved building frame is better applied to a high-rise high-intensity area.
In order to achieve the purpose, the technical scheme of the utility model is as follows: a supporting structure system with an eccentric supporting structure comprises a cross beam and an upright post which are arranged in a transverse-longitudinal staggered manner, wherein the eccentric supporting structure is arranged on the cross beam and comprises a transverse anti-seismic structure and a longitudinal anti-seismic structure, the transverse anti-seismic structure comprises a first energy-consuming beam section which is horizontally arranged, the first energy-consuming beam section is connected with two supporting columns, and the two supporting columns extend to the bottom end of the upright post from one side of the first energy-consuming beam section; the longitudinal anti-seismic structure comprises a second energy-consuming beam section which is vertically arranged, the second energy-consuming beam section is connected with two support columns, one side of the first energy-consuming beam section extends to the bottom end of the stand column, and the transverse beam is provided with a transverse anti-seismic structure or a longitudinal anti-seismic structure.
By adopting the technical scheme, the eccentric supporting structure is arranged between the cross beam and the stand column, and the shearing force borne by the cross beam can be transmitted to the stand column through the eccentric supporting structure when the cross beam vibrates, so that the shearing resistance of the inner cross beam is improved, the integral rigidity of the supporting structure is improved, the integral anti-seismic performance of the structure is improved, and the improved building frame is better applied to a high-rise high-intensity area.
The utility model is further configured to: the two support columns are arranged below the first energy dissipation beam section or the second energy dissipation beam section in a herringbone shape.
By adopting the technical scheme, the shearing force borne by the cross beam is uniformly applied to the stand columns at the two ends of the cross beam, so that the uniform stress of the whole building frame is ensured.
The utility model is further configured to: the cross beams with the eccentric supporting structures and the cross beams without the eccentric supporting structures are arranged in a staggered mode.
Through adopting above-mentioned technical scheme, the crisscross setting of eccentric bearing structure is under the prerequisite of guaranteeing building frame shock resistance, reduces the construction volume in the building frame.
The utility model is further configured to: the first energy consumption beam section is internally provided with a damper, two ends of the damper are provided with connecting parts, the connecting parts are connected to the cross beam, and the support column is connected to the cross beam and close to the connecting parts.
Through adopting above-mentioned technical scheme, vibrations can be eliminated to the attenuator to turn into the ascending vibrations of unidirectional side with vibrations, transmit vibrations through the support column or the crossbeam that connecting portion connect, the shearing force that the stand received can effectually be eliminated in the setting of first power consumption roof beam section level.
The utility model is further configured to: and a high-strength bolt for connection is arranged between the connecting part and the cross beam.
Through adopting above-mentioned technical scheme, guarantee the stability of being connected between connecting portion and the crossbeam.
The utility model is further configured to: the second energy consumption beam section is internally provided with a damper, two ends of the damper are provided with connecting parts, and the connecting parts are respectively connected with the support column and the cross beam.
Through adopting above-mentioned technical scheme, vibrations can be eliminated to the attenuator to turn into the ascending vibrations of single side with vibrations, transmit vibrations through the support column or the crossbeam that connecting portion connect, the vertical setting of second power consumption roof beam section can effectually eliminate the shearing force that the crossbeam received.
The utility model is further configured to: the support column is made by mixing an H-shaped steel keel and a concrete filling part.
By adopting the technical scheme, the concrete is filled in the H-shaped steel framework, so that the rigidity of the support can be greatly improved, the support can be well matched with a building, and the service performance of the building is improved.
In summary, the present invention has the following effects:
1. the supporting system consisting of the building frame and the eccentric supporting structure is adopted, so that the integral rigidity of the structure is greatly improved, and the integral anti-seismic performance of the structure is improved;
2. the steel skeleton is filled with concrete, so that the rigidity of the support can be greatly improved, the steel skeleton can be well matched with a building, and the service performance of the building is improved;
3. the damper is arranged in the middle of the eccentric support, so that the overall anti-seismic performance of the structure can be improved, and the eccentric support frame structure is better applied to high-rise high-intensity areas.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings used in the embodiments or the description of the prior art will be briefly described below.
FIG. 1 is a schematic overall structural view of a support structure system;
FIG. 2 is a schematic view of the overall structure of a transverse seismic structure;
FIG. 3 is a schematic view of the overall structure of a longitudinal seismic structure;
FIG. 4 is a schematic structural view of a second energy dissipating beam segment;
fig. 5 is a schematic structural diagram of the support column.
In the figure: 1. a cross beam; 2. a column; 3. an eccentric support structure; 31. a transverse earthquake-resistant structure; 32. a longitudinal seismic structure; 4. a support pillar; 41. h-shaped steel keel; 42. a concrete filling section; 5. a first energy consuming beam section; 6 a second energy consuming beam section; 7. a damper; 8. a connecting portion; 9. high strength bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1, a supporting structure system with an eccentric supporting structure includes a cross beam 1 and a vertical column 2 which are arranged in a transverse and longitudinal staggered manner, an eccentric supporting structure 3 is arranged on the cross beam 1, the eccentric supporting structure 3 includes a transverse anti-seismic structure 31 and a longitudinal anti-seismic structure 32, the transverse anti-seismic structure 31 includes a first energy-consuming beam section 5 which is arranged horizontally, a supporting column 4 is connected to the first energy-consuming beam section 5, and two supporting columns 4 are arranged and extend from one side of the first energy-consuming beam section 5 to the bottom end of the vertical column 2; the longitudinal anti-seismic structure 32 comprises a second energy-consuming beam section 6 which is vertically arranged, the second energy-consuming beam section 6 is connected with two support columns 4, the two support columns 4 are arranged, one side of the first energy-consuming beam section 5 extends to the bottom end of the upright post 2, the transverse anti-seismic structure 31 or the longitudinal anti-seismic structure 32 is arranged on the cross beam 1, and the cross beam 1 with the eccentric supporting structure 3 and the cross beam 1 without the eccentric supporting structure 3 are arranged in a staggered mode.
As shown in fig. 2, two support columns 4 are arranged below the first energy-consuming beam section 5 or the second energy-consuming beam section 6 in a herringbone manner, the first energy-consuming beam section 5 is provided with a damper 7 in the inside, two ends of the damper 7 are provided with connecting portions 8, the connecting portions 8 are connected to the beam 1, the support columns 4 are connected to the beam 1 and are close to the connecting portions 8, and high-strength bolts 9 for connection are arranged between the connecting portions 8 and the beam 1.
As shown in fig. 3 and 4, the second energy consuming beam segment 6 includes a damper 7 disposed therein, and two ends of the damper 7 are provided with connecting portions 8, and the connecting portions 8 are respectively connected to the support column 4 and the cross beam 1.
As shown in fig. 5, the support column 4 comprises an H-shaped steel keel 41 and a concrete filling portion 42.
It should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the inventive concept of the present invention, and these changes and modifications belong to the protection scope of the present invention.
Claims (7)
1. A supporting structure system with an eccentric supporting structure comprises a cross beam (1) and an upright post (2) which are arranged in a transverse-longitudinal staggered manner, and is characterized in that the cross beam (1) is provided with the eccentric supporting structure (3), the eccentric supporting structure (3) comprises a transverse anti-seismic structure (31) and a longitudinal anti-seismic structure (32), the transverse anti-seismic structure (31) comprises a first energy-consuming beam section (5) which is horizontally arranged, a supporting column (4) is connected to the first energy-consuming beam section (5), and the two supporting columns (4) extend from one side of the first energy-consuming beam section (5) to the bottom end of the upright post (2); the vertical anti-seismic structure (32) comprises a second energy-consuming beam section (6) which is vertically arranged, a support column (4) is connected to the second energy-consuming beam section (6), two support columns (4) are arranged, one side of the first energy-consuming beam section (5) extends to the bottom end of the stand column (2), and a transverse anti-seismic structure (31) or a vertical anti-seismic structure (32) is arranged on the cross beam (1).
2. A support structure system with an eccentric support structure according to claim 1, characterized in that two support columns (4) are arranged in a herringbone pattern below the first energy consuming beam section (5) or the second energy consuming beam section (6).
3. A support structure system with an eccentric support structure according to claim 2, characterized in that the cross beams (1) with the eccentric support structure (3) are staggered with cross beams (1) without the eccentric support structure (3).
4. A support structure system with an eccentric support structure according to claim 3, characterized in that the first energy consuming beam section (5) comprises a damper (7) arranged therein, the damper (7) is provided with a connecting part (8) at both ends thereof, the connecting part (8) is connected to the cross beam (1), and the support column (4) is connected to the cross beam (1) and arranged close to the connecting part (8).
5. A support structure system with an eccentric support structure according to claim 4, characterized in that a high-strength bolt (9) for connection is arranged between the connection part (8) and the cross beam (1).
6. The supporting structure system with the eccentric supporting structure as claimed in claim 3, wherein the second energy consuming beam section (6) is provided with a damper (7) inside, two ends of the damper (7) are provided with connecting parts (8), and the connecting parts (8) are respectively connected with the supporting column (4) and the cross beam (1).
7. A support structure system with eccentric support structure according to claim 1, characterized in that the support columns (4) comprise H-section steel keels (41) mixed with concrete filling (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121898899.5U CN216142174U (en) | 2021-08-13 | 2021-08-13 | Supporting structure system with eccentric supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121898899.5U CN216142174U (en) | 2021-08-13 | 2021-08-13 | Supporting structure system with eccentric supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216142174U true CN216142174U (en) | 2022-03-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121898899.5U Active CN216142174U (en) | 2021-08-13 | 2021-08-13 | Supporting structure system with eccentric supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216142174U (en) |
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2021
- 2021-08-13 CN CN202121898899.5U patent/CN216142174U/en active Active
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Address after: 350500 Fujian Chengtou Technology Co., Ltd., 188 Chuangxin Road, Guantou Town, Lianjiang county, Fuzhou City, Fujian Province Patentee after: Fujian Zuohai Technology Co.,Ltd. Address before: 350500 Fujian Chengtou Technology Co., Ltd., 188 Chuangxin Road, Guantou Town, Lianjiang county, Fuzhou City, Fujian Province Patentee before: FUJIAN CCIT Co.,Ltd. |
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