CN212561880U - Anti-seismic frame for high-rise building - Google Patents
Anti-seismic frame for high-rise building Download PDFInfo
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- CN212561880U CN212561880U CN202021197869.7U CN202021197869U CN212561880U CN 212561880 U CN212561880 U CN 212561880U CN 202021197869 U CN202021197869 U CN 202021197869U CN 212561880 U CN212561880 U CN 212561880U
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- Prior art keywords
- rectangular frame
- frame
- rise building
- earthquake
- support column
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- 238000003466 welding Methods 0.000 claims abstract description 26
- 230000035939 shock Effects 0.000 claims abstract description 9
- 238000009434 installation Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000010521 absorption reaction Methods 0.000 abstract description 3
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
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Abstract
The utility model relates to an earthquake-resistant structure technical field, specifically speaking relates to a high-rise building antidetonation frame. The shock absorption frame comprises a rectangular frame body at the top end, the rectangular frame body at the top end is of a rectangular structure integrally, welding grooves are formed in four corners of the rectangular frame body at the top end, supporting columns are arranged in the welding grooves, the bottom ends of the supporting columns are of an arc-shaped structure, buffering sheets are arranged at the bottom ends of the supporting columns, a connecting block is integrally formed at the top ends of the supporting columns, grooves are formed in the top ends of the connecting block and are of an arc-shaped structure, the grooves are matched with the arc-shaped, in the anti-seismic frame for the high-rise building, the bottom ends of the supporting columns can move in the grooves in the connecting blocks to a small extent through the rectangular frame structure and the supporting devices, simultaneously, the shock absorption pad and the buffer sheet are arranged at the joint, so that the shaking generated by the earthquake is further reduced, and the earthquake-resistant structure failure caused by the deformation or fracture of the support column caused by the earthquake is avoided.
Description
Technical Field
The utility model relates to an earthquake-resistant structure technical field, specifically speaking relates to a high-rise building antidetonation frame.
Background
In recent years, the economic development of China is rapid, the living standard of people is rapidly improved, the population quantity of China is huge, under the influence of the situations, the high-rise buildings of China are rapidly developed in recent years, the high-rise buildings have the advantages of small occupied area, high land utilization rate and the like, but the overall height of the high-rise buildings is higher, the resistance to various shocks is lower, the traditional solution is to adopt a mode of reinforcing the whole frame, and the reinforcing mode is usually deformed or broken due to the fact that a supporting column bears overlarge pressure in an earthquake, and finally the earthquake resistance is failed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high-rise building antidetonation frame to solve the problem that proposes in the above-mentioned background art.
In order to realize the purpose, the utility model provides a high-rise building antidetonation frame, including rectangular frame and strutting arrangement, rectangular frame includes top rectangular frame, the whole rectangle structure that is of top rectangular frame, welding groove has been seted up to top rectangular frame corner everywhere, the inside support column that is provided with of welding groove, the support column bottom is provided with the buffer pad, the support column bottom is the arc structure, support column top integrated into one piece has the connecting block, the connecting block top is seted up flutedly, the recess is the arc structure, recess and support column bottom arc structure cooperate, the inside shock pad that is provided with of recess, the welding of support column bottom has bottom rectangular frame.
As a further improvement of the technical scheme, a plurality of reinforcing blocks are integrally formed inside the top end rectangular frame and the bottom end rectangular frame.
As a further improvement of the technical scheme, a support frame is arranged inside the bottom rectangular frame and is X-shaped, and the support frame is welded on the reinforcing block.
As a further improvement of the technical scheme, the welding groove is matched with the support column and is in welded connection with the support column.
As a further improvement of the technical scheme, a plurality of threaded holes are formed in the top end of the top rectangular frame, bolts are arranged in the threaded holes, an installation base is installed on the top end of the top rectangular frame, the installation base is in threaded connection with the top rectangular frame through the bolts and the threaded holes, and the installation base is connected with a damper.
As a further improvement of the technical scheme, a plurality of supporting blocks are integrally formed on the outer surface of the supporting column.
Compared with the prior art, the beneficial effects of the utility model are that:
1. in this high-rise building antidetonation frame, through the rectangle frame construction and the strutting arrangement who sets up for this kind of high-rise building antidetonation frame construction can interconnect together, when facing the earthquake, the support column bottom can be in the recess of connecting block small amplitude removal, is provided with shock pad and buffering piece in the junction simultaneously, can further reduce rocking that the earthquake produced, has avoided leading to the support column to produce deformation or fracture because of the earthquake and lead to the antidetonation structural failure.
2. In this high-rise building antidetonation frame, the anti-seismic performance of device has further been strengthened through setting up damping device to reinforcing block and support frame at the inside setting of rectangular frame, make whole frame construction possess better structural strength, the supporting shoe that sets up at the support column surface can play further supporting role to each rectangular frame, avoided support column and rectangular frame junction to lead to the connection failure because of the earthquake, the influence uses this frame high-rise building's security.
Drawings
FIG. 1 is a schematic view of the entire structure of embodiment 1;
FIG. 2 is a schematic view of a rectangular frame structure of embodiment 1;
FIG. 3 is an exploded view of a support column structure according to example 1;
FIG. 4 is a schematic view of the damper device according to embodiment 1;
the various reference numbers in the figures mean: 1. a rectangular frame; 10. a top rectangular frame; 11. welding a groove; 12. a threaded hole; 13. a bottom rectangular frame; 14. a support frame; 15. a reinforcing block;
2. a support device; 20. a support pillar; 21. a shock pad; 22. a groove; 23. a support block; 24. connecting blocks; 25. a buffer sheet;
3. a damping device; 30. a damper; 31. a bolt; 32. installing a base;
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.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Example 1
Referring to fig. 1-4, the present embodiment provides a high-rise building earthquake-resistant frame, which includes a rectangular frame 1 and a supporting device 2, the rectangular frame 1 includes a top rectangular frame 10, the top rectangular frame 10 is integrally rectangular, the top rectangular frame 10 is provided with a welding groove 11 at four corners, a supporting pillar 20 is disposed inside the welding groove 11, the bottom end of the supporting pillar 20 is provided with a buffer sheet 25, the bottom end of the supporting pillar 20 is arc-shaped, a connecting block 24 is integrally formed at the top end of the supporting pillar 20, a groove 22 is formed at the top end of the connecting block 24, the groove 22 is arc-shaped, the groove 22 is matched with the arc-shaped structure at the bottom end of the supporting pillar 20, a shock-absorbing pad 21 is disposed inside the groove 22, the bottom rectangular frame 13 is welded at the bottom end of the supporting pillar 20, so that the high-rise building earthquake-resistant frame structures, meanwhile, the shock absorption pad 21 and the buffer sheet 25 are arranged at the joint, so that the shaking generated by the earthquake can be further reduced, and the earthquake-resistant structure failure caused by the deformation or fracture of the support column due to the earthquake can be avoided.
Furthermore, a plurality of reinforcing blocks 15 are integrally formed inside the top rectangular frame 10 and the bottom rectangular frame 13, and the reinforcing blocks can play a good supporting role inside the rectangular frame 1, so that the overall strength of the rectangular frame 1 is enhanced.
Besides, bottom rectangular frame 13 internally mounted has support frame 14, and support frame 14 is the X type, and support frame 14 welds on boss 15, and support frame 14 cuts apart into a plurality of triangle-shaped structures with bottom rectangular frame 13, and the triangle-shaped structure possess higher stability to make bottom rectangular frame 13 more stable, non-deformable.
Further, the welding groove 11 is matched with the support columns 20, the welding groove 11 is connected with the support columns 20 in a welding mode, the welding groove 11 enlarges the welding area between the rectangular frame 1 and each support column 20, welding between the rectangular frame 1 and each support column 20 is more tight, and connection failure of the welding position due to earthquakes is avoided.
Besides, a plurality of threaded holes 12 have been seted up on top rectangular frame 10 top, threaded hole 12 is inside to be provided with bolt 31, installation base 32 is installed on top rectangular frame 10 top, installation base 32 passes through bolt 31 and threaded hole 12 threaded connection with top rectangular frame 10, installation base 32 is connected with attenuator 30, through setting up attenuator 30, the pressure that top rectangular frame 10 received when facing the earthquake has been reduced, top rectangular frame 10 has been avoided bearing too big pressure and has been leaded to producing deformation or fracture.
In addition, the outer surface integrated into one piece of support column 20 has a plurality of supporting shoes 23 supporting shoes and can play further supporting role to rectangular frame, has shared the pressure that the support column received with rectangular frame 1 welding department when the earthquake, avoids the emergence of welding department joint failure, plays spacing effect to rectangular frame 1 when taking place to connect the inefficacy simultaneously, avoids rectangular frame 1 to lead to falling downwards because the welding department is connected the inefficacy.
The utility model discloses the bottom of support column 20 cooperates with the recess 22 that the connecting block 24 top was seted up when the installation can be with a plurality of frames stack installation, when the earthquake takes place, ground drove high-rise building anti-seismic frame and produced and rock, support column 20 bottom is along with overall structure's rocking production displacement in the recess 22 of the top of connecting block 24 within a small range, reduce the pressure that partial support column 20 bore, buffer plate 25 and the shock pad of recess 22 inside of installing simultaneously in support column 20 bottom have further weakened the vibrations that ground transmitted, the attenuator of top square frame 10 top installation is as known by technical personnel in the field, through the spring, piston etc. that the inside sets up, make vibrations and various frictional force play the hindrance effect, when being used for taking precautions against earthquakes, allow to move during the low-speed, when speed or acceleration surpass corresponding value shutting, form rigid support, make top end rectangular frame 10 can not lead to producing deformation or fracture because of bearing too big pressure in vibrations, support frame 14 cuts apart into a plurality of triangle-shaped structures with bottom rectangular frame 13, and the triangle-shaped structure possess higher stability to make bottom rectangular frame 13 more stable, non-deformable.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. A high-rise building anti-seismic frame comprises a rectangular frame (1) and a supporting device (2), and is characterized in that: rectangular frame (1) includes top rectangular frame (10), top rectangular frame (10) wholly is the rectangle structure, welding groove (11) have been seted up to top rectangular frame (10) corner, inside support column (20) that is provided with of welding groove (11), support column (20) bottom is the arc structure, support column (20) bottom is provided with buffer block (25), support column (20) top integrated into one piece has connecting block (24), connecting block (24) top is seted up flutedly (22), recess (22) are the arc structure, recess (22) cooperate with support column (20) bottom arc structure, inside shock pad (21) that is provided with of recess (22), the welding of support column (20) bottom has bottom rectangular frame (13).
2. A high-rise building earthquake-resistant frame as defined in claim 1, wherein: a plurality of reinforcing blocks (15) are integrally formed inside the top end rectangular frame (10) and the bottom end rectangular frame (13).
3. A high-rise building earthquake-resistant frame as defined in claim 1, wherein: the bottom end rectangular frame (13) internally mounted has support frame (14), support frame (14) are the X type, support frame (14) welding is on boss (15).
4. A high-rise building earthquake-resistant frame as defined in claim 1, wherein: the welding groove (11) is matched with the supporting column (20), and the welding groove (11) is connected with the supporting column (20) in a welding mode.
5. A high-rise building earthquake-resistant frame as defined in claim 1, wherein: a plurality of screw holes (12) are seted up on top rectangular frame (10) top, screw hole (12) inside is provided with bolt (31), installation base (32) are installed on top rectangular frame (10) top, installation base (32) pass through bolt (31) and screw hole (12) threaded connection with top rectangular frame (10), installation base (32) are connected with attenuator (30).
6. A high-rise building earthquake-resistant frame as defined in claim 1, wherein: the outer surface of the supporting column (20) is integrally formed with a plurality of supporting blocks (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021197869.7U CN212561880U (en) | 2020-06-24 | 2020-06-24 | Anti-seismic frame for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021197869.7U CN212561880U (en) | 2020-06-24 | 2020-06-24 | Anti-seismic frame for high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212561880U true CN212561880U (en) | 2021-02-19 |
Family
ID=74613046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021197869.7U Expired - Fee Related CN212561880U (en) | 2020-06-24 | 2020-06-24 | Anti-seismic frame for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212561880U (en) |
-
2020
- 2020-06-24 CN CN202021197869.7U patent/CN212561880U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210219 |