CN211499276U - A earthquake-resistant structure for architectural design - Google Patents
A earthquake-resistant structure for architectural design Download PDFInfo
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- CN211499276U CN211499276U CN201922212811.9U CN201922212811U CN211499276U CN 211499276 U CN211499276 U CN 211499276U CN 201922212811 U CN201922212811 U CN 201922212811U CN 211499276 U CN211499276 U CN 211499276U
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Abstract
The utility model relates to an architectural design technical field just discloses an earthquake-resistant structure for architectural design, include: the floor slab is arranged above the supporting columns; the first metal block is fixedly connected to the top of the supporting column; the second metal block is fixedly connected to the bottom of the floor slab and is positioned above the first metal block; the ball groove is formed in one side, opposite to the first metal block and the second metal block, of the ball groove; and the metal balls are arranged in the ball grooves on the surfaces of the first metal block and the second metal block. The utility model discloses a set up support column, floor, first metal block, second metal block, ball groove, metal ball, fixed block, first metal stand, first damping spring, fixed plate, second metal stand, second damping spring, rubber pad and fastening bolt, can increase shock resistance between support column and the floor.
Description
Technical Field
The utility model relates to a building design technical field specifically is an earthquake-resistant structure for building design.
Background
The building is a general name of buildings and structures, is an artificial environment created by using the grasped material technical means and applying certain scientific laws, wind and water concepts and aesthetic rules in order to meet the needs of social life of people, and is also called earthquake, namely earth motion and earth vibration, and is a natural phenomenon that the earth crust can generate earthquake waves during the vibration caused in the process of quickly releasing energy. The mutual extrusion collision between the plates on the earth causes the dislocation and the fracture of the plate edges and the plate interiors, which is the main reason of the earthquake, and the earthquake can cause great damage to buildings.
At present, concrete support columns and floor slabs are connected through steel bar pouring, so that after an earthquake occurs, seismic force is generated between the support columns and the floor slabs, and the seismic capacity between the support columns and the floor slabs through the steel bar pouring is weak, so that the building can be greatly damaged.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to solve the above problems of the prior art, the utility model provides an earthquake-resistant structure for architectural design.
(II) technical scheme
In order to achieve the above object, the utility model discloses a main technical scheme include:
an earthquake-resistant structure for architectural design, comprising:
the floor slab is arranged above the supporting columns;
the first metal block is fixedly connected to the top of the supporting column;
the second metal block is fixedly connected to the bottom of the floor slab and is positioned above the first metal block;
the ball groove is formed in one side, opposite to the first metal block and the second metal block, of the ball groove;
the metal balls are arranged in the ball grooves on the surfaces of the first metal block and the second metal block;
the fixing blocks are fixedly connected to the surfaces of the left side and the right side of the first metal block and the second metal block;
the first metal upright post is fixedly connected to one side of the first metal block, which is opposite to the fixed block on the surface of the second metal block;
the two ends of the first damping spring are respectively and fixedly connected with the fixed blocks on the surfaces of the first metal block and the second metal block, and the first damping spring is sleeved on the surfaces of the two first metal stand columns;
the fixing plates are fixedly connected to the left side and the right side of the top of the first metal block and the left side and the right side of the bottom of the second metal block, and the fixing plates on the surface of the first metal block and the fixing plates on the surface of the second metal block are distributed in a staggered mode;
the second metal upright post is fixedly connected to one side of the first metal block, which is opposite to the surface fixing plate of the second metal block;
and two ends of the second damping spring are respectively fixedly connected with the fixing plates on the surfaces of the first metal block and the second metal block, and the first damping spring is sleeved on the surfaces of the two second metal stand columns.
In a further embodiment, the number of the ball grooves is eight, and the eight ball grooves are circumferentially and symmetrically distributed on the opposite sides of the first metal block and the second metal block.
In a further embodiment, the metal ball groove structure further comprises a rubber pad, the rubber pad is fixedly connected to the inner wall of the ball groove, and the rubber pad is tightly attached to the surface of the metal ball.
In a further embodiment, fastening bolts are arranged on the surface of the fixing plate, and the fixing plate is fixedly connected with the first metal block and the second metal block through the fastening bolts respectively.
In a further embodiment, a gap is left between two of the first metal pillars and a gap is left between two of the second metal pillars.
In a further embodiment, the first metal block and the second metal block are fixedly connected with the support column and the floor slab respectively through rivets.
(III) advantageous effects
The utility model provides an earthquake-resistant structure for architectural design. The method has the following beneficial effects:
the earthquake-proof structure for building design is characterized in that the fixed blocks are arranged on the left and right sides of the first metal block and the second metal block through the fastening bolts, when an earthquake occurs, an earthquake force can be generated between the floor and the supporting column, and in the horizontal direction, the fixed plates, the second metal columns and the second damping springs are matched, so that the earthquake force between the floor and the supporting column can be absorbed by the second damping springs to buffer the floor and the supporting column, the floor and the supporting column can vibrate up and down in the vertical direction, therefore, the first metal block and the second metal block can also vibrate up and down, at the moment, through the deformation of the rubber pads and the elastic action of the first damping springs, make first metal block and the vibrations of second metal block can cushion, utilize the metal ball to support floor and support column simultaneously, avoid the intensity between floor and the support column not enough to can increase the shock resistance between support column and the floor.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged schematic view of the structure of FIG. 1;
fig. 3 is a top view of the support column of the present invention.
[ description of reference ]
In the figure: 1 support column, 2 floor, 3 first metal blocks, 4 second metal blocks, 5 ball grooves, 6 metal balls, 7 fixed blocks, 8 first metal columns, 9 first damping springs, 10 fixed plates, 11 second metal columns, 12 second damping springs, 13 rubber pads and 14 fastening bolts.
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.
As shown in fig. 1-3, the utility model provides a technical solution: an earthquake-resistant structure for architectural design, comprising:
the floor slab 2 is arranged above the supporting columns 1;
the first metal block 3 is fixedly connected to the top of the support column 1;
the second metal block 4 is fixedly connected to the bottom of the floor slab 2, and the second metal block 4 is positioned above the first metal block 3;
the ball grooves 5 are formed in one side, opposite to the first metal block 3 and the second metal block 4, of each ball groove 5, the number of the ball grooves 5 is eight, and the eight ball grooves 5 are circumferentially and symmetrically distributed on one side, opposite to the first metal block 3 and the second metal block 4;
the metal ball 6 is arranged in the ball grooves 5 on the surfaces of the first metal block 3 and the second metal block 4;
the fixing blocks 7 are fixedly connected to the surfaces of the left side and the right side of the first metal block 3 and the second metal block 4;
the first metal upright post 8 is fixedly connected to one side of the first metal block 3, which is opposite to the fixed block 7 on the surface of the second metal block 4;
two ends of the first damping spring 9 are respectively and fixedly connected with the fixed blocks 7 on the surfaces of the first metal block 3 and the second metal block 4, and the first damping spring 9 is sleeved on the surfaces of the two first metal upright posts 8;
the fixing plates 10 are fixedly connected to the left side and the right side of the top of the first metal block 3 and the left side and the right side of the bottom of the second metal block 4, and the fixing plates 10 on the surface of the first metal block 3 and the fixing plates 10 on the surface of the second metal block 4 are distributed in a staggered mode;
the second metal upright posts 11 are fixedly connected to one sides of the first metal blocks 3, which are opposite to the surface fixing plates 10 of the second metal blocks 4, gaps are reserved between the two first metal upright posts 8, and gaps are reserved between the two second metal upright posts 11;
the two ends of the second damping spring 12 are respectively fixedly connected with the fixing plates 10 on the surfaces of the first metal block 3 and the second metal block 4, and the first damping spring 9 is sleeved on the surfaces of the two second metal upright posts 11.
In one embodiment, the metal ball protection device further comprises a rubber pad 13, the rubber pad 13 is fixedly connected to the inner wall of the ball groove 5, the rubber pad 13 is tightly attached to the surface of the metal ball 6, the metal ball 6 can be protected through the rubber pad 13, and meanwhile, the shock force can be buffered through the deformation of the rubber pad 13.
In one embodiment, fastening bolts 14 are disposed on the surface of the fixing plate 10, and the fixing plate 10 is fixedly connected to the first metal block 3 and the second metal block 4 by the fastening bolts 14 for mounting the fixing plate 10.
In one embodiment, the first metal block 3 and the second metal block 4 are both fixedly connected with the support column 1 and the floor slab 2 by rivets, respectively, for installing the first metal block 3 and the second metal block 4.
By arranging the supporting columns 1, the floor slab 2, the first metal block 3, the second metal block 4, the ball grooves 5, the metal balls 6, the fixing blocks 7, the first metal upright column 8, the first damping springs 9, the fixing plate 10, the second metal upright column 11, the second damping springs 12, the rubber pads 13 and the fastening bolts 14, the fixing blocks 7 are arranged on the left side and the right side of the first metal block 3 and the second metal block 4 through the fastening bolts 14, when an earthquake occurs, an earthquake force can be generated between the floor slab 2 and the supporting columns 1, and in the horizontal direction, the earthquake force between the floor slab 2 and the supporting columns 1 can be absorbed by the second damping springs 12 through the matching of the fixing plate 10, the second metal upright column 11 and the second damping springs 12, so that the floor slab 2 and the supporting columns 1 can vibrate up and down, therefore the first metal block 3 and the second metal block 4 can also vibrate up and down, deformation through rubber pad 13 and first damping spring 9's elastic action this moment for first metal block 3 and the vibrations of second metal block 4 can cushion, utilize metal ball 6 to support floor 2 and support column 1 simultaneously, avoid the intensity between floor 2 and the support column 1 not enough, thereby can increase shock resistance between support column 1 and the floor 2.
The working principle is as follows: fixing blocks 7 are installed on the left side and the right side of a first metal block 3 and a second metal block 4 through fastening bolts 14, when an earthquake occurs, a vibration force is generated between a floor slab 2 and a support column 1, when the earthquake occurs, the vibration force between the floor slab 2 and the support column 1 can be absorbed by a second damping spring 12 through the matching of a fixing plate 10, a second metal upright post 11 and the second damping spring 12, the floor slab 2 and the support column 1 are buffered, and the floor slab 2 and the support column 1 can vibrate up and down in the vertical direction, so that the first metal block 3 and the second metal block 4 can also vibrate up and down, at the moment, the vibration of the first metal block 3 and the second metal block 4 can be buffered through the deformation of a rubber pad 13 and the elastic action of a first damping spring 9, and meanwhile, the floor slab 2 and the support column 1 are supported by utilizing metal balls 6, and the insufficient strength between the floor slab 2 and the support column 1 is avoided, so that the shock resistance between the supporting columns 1 and the floor 2 can be increased.
To sum up, the earthquake-proof structure for building design is characterized in that the supporting columns 1, the floor slab 2, the first metal block 3, the second metal block 4, the ball grooves 5, the metal balls 6, the fixing blocks 7, the first metal upright post 8, the first damping springs 9, the fixing plates 10, the second metal upright post 11, the second damping springs 12, the rubber pads 13 and the fastening bolts 14 are arranged, the fixing blocks 7 are arranged on the left side and the right side of the first metal block 3 and the second metal block 4 through the fastening bolts 14, when an earthquake occurs, an earthquake force can be generated between the floor slab 2 and the supporting columns 1, when the earthquake occurs in the horizontal direction, the earthquake force between the floor slab 2 and the supporting columns 1 can be absorbed by the second damping springs 12 through the matching of the fixing plates 10, the second metal upright posts 11 and the second damping springs 12, the floor slab 2 and the supporting columns 1 are buffered, and the floor slab 2 and the supporting columns 1 can vibrate up and down in the vertical, consequently first metal block 3 and second metal block 4 also can shake from top to bottom, and the elastic action through the deformation of rubber pad 13 and first damping spring 9 this moment for first metal block 3 and the 4 vibrations of second metal block can cushion, utilize metal ball 6 to support floor 2 and support column 1 simultaneously, avoid the intensity between floor 2 and the support column 1 not enough, thereby can increase shock resistance between support column 1 and the floor 2.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising a reference structure" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
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 (6)
1. An earthquake-resistant structure for architectural design, comprising:
the floor slab comprises supporting columns (1) and floor slabs (2), wherein the floor slabs (2) are arranged above the supporting columns (1);
the first metal block (3), the first metal block (3) is fixedly connected to the top of the support column (1);
the second metal block (4) is fixedly connected to the bottom of the floor slab (2), and the second metal block (4) is positioned above the first metal block (3);
the ball groove (5) is formed in one side, opposite to the first metal block (3) and the second metal block (4), of the ball groove (5);
the metal balls (6) are arranged in the ball grooves (5) on the surfaces of the first metal block (3) and the second metal block (4);
the fixing blocks (7) are fixedly connected to the left and right side surfaces of the first metal block (3) and the second metal block (4);
the first metal upright post (8), the first metal upright post (8) is fixedly connected to one side of the first metal block (3) opposite to the fixed block (7) on the surface of the second metal block (4);
the two ends of the first damping spring (9) are respectively and fixedly connected with the fixed blocks (7) on the surfaces of the first metal block (3) and the second metal block (4), and the first damping spring (9) is sleeved on the surfaces of the two first metal upright posts (8);
the fixing plates (10) are fixedly connected to the left side and the right side of the top of the first metal block (3) and the left side and the right side of the bottom of the second metal block (4), and the fixing plates (10) on the surface of the first metal block (3) and the fixing plates (10) on the surface of the second metal block (4) are distributed in a staggered mode;
the second metal upright post (11), the second metal upright post (11) is fixedly connected to one side of the first metal block (3) opposite to the surface fixing plate (10) of the second metal block (4);
the two ends of the second damping spring (12) are respectively fixedly connected with the fixing plates (10) on the surfaces of the first metal block (3) and the second metal block (4), and the first damping spring (9) is sleeved on the surfaces of the two second metal upright posts (11).
2. An earthquake-resistant structure for building design according to claim 1, wherein: the number of the ball grooves (5) is eight, and the eight ball grooves (5) are circumferentially and symmetrically distributed on one side, opposite to the first metal block (3) and the second metal block (4).
3. An earthquake-resistant structure for building design according to claim 1, wherein: still include rubber pad (13), rubber pad (13) fixed connection is on the inner wall of ball groove (5), just rubber pad (13) closely laminates with the surface of metal ball (6).
4. An earthquake-resistant structure for building design according to claim 1, wherein: the surface of the fixing plate (10) is provided with fastening bolts (14), and the fixing plate (10) is fixedly connected with the first metal block (3) and the second metal block (4) through the fastening bolts (14).
5. An earthquake-resistant structure for building design according to claim 1, wherein: a gap is reserved between the two first metal columns (8), and a gap is reserved between the two second metal columns (11).
6. An earthquake-resistant structure for building design according to claim 1, wherein: first metal block (3) and second metal block (4) all pass through rivet respectively with support column (1) and floor (2) fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922212811.9U CN211499276U (en) | 2019-12-11 | 2019-12-11 | A earthquake-resistant structure for architectural design |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922212811.9U CN211499276U (en) | 2019-12-11 | 2019-12-11 | A earthquake-resistant structure for architectural design |
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| Publication Number | Publication Date |
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| CN211499276U true CN211499276U (en) | 2020-09-15 |
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| CN201922212811.9U Expired - Fee Related CN211499276U (en) | 2019-12-11 | 2019-12-11 | A earthquake-resistant structure for architectural design |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112212079A (en) * | 2020-09-25 | 2021-01-12 | 滁州职业技术学院 | Civil engineering antidetonation structure |
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2019
- 2019-12-11 CN CN201922212811.9U patent/CN211499276U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112212079A (en) * | 2020-09-25 | 2021-01-12 | 滁州职业技术学院 | Civil engineering antidetonation structure |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200915 Termination date: 20211211 |
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| CF01 | Termination of patent right due to non-payment of annual fee |