CN217711139U - Three-dimensional shock insulation column pier - Google Patents
Three-dimensional shock insulation column pier Download PDFInfo
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- CN217711139U CN217711139U CN202221656067.7U CN202221656067U CN217711139U CN 217711139 U CN217711139 U CN 217711139U CN 202221656067 U CN202221656067 U CN 202221656067U CN 217711139 U CN217711139 U CN 217711139U
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Abstract
The utility model discloses a three-dimensional shock insulation column mound, include from last to setting gradually down: a superstructure; the middle structure is connected with the upper structure through a horizontal shock insulation support, and a middle connecting wall is arranged on the middle structure; the lower structure, the lower structure set up a plurality of inferior junction walls of evenly arranging around middle part structure, are equipped with the activity space between the bottom surface of middle part structure and the lower structure, and the inferior junction wall is arranged with middle part structure level, and the inferior junction wall passes through vertical shock insulation support with middle part structure and is connected. The three-dimensional shock insulation column pier has the advantages that the structure is simple, the force transmission system is clear, the horizontal shock insulation support and the vertical shock insulation support are ingeniously arranged, the vertical direction and the horizontal direction are enabled to realize vertical and horizontal energy consumption through the horizontal shock insulation support and the vertical shock insulation support respectively, and horizontal shock insulation and vertical shock insulation decoupling are realized. The three-dimensional shock insulation column pier can be applied to a column pier of a building structure, and can also be used as a column pier of a bridge structure and a designed shock absorption foundation.
Description
Technical Field
The utility model relates to a building shock insulation technical field, especially three-dimensional shock insulation pier.
Background
The occurrence of earthquake is easy to damage bridges and buildings, and in addition, the use of precision instruments, equipment and the like with higher requirements on vibration can be influenced, and particularly, the earthquake resistance and reinforcement of the bridges and the buildings in the earthquake outburst are particularly important. At present, horizontal shock insulation is mainly used for bridge and building shock insulation, a three-dimensional shock insulation or vibration reduction system is less used, and the problems of vertical earthquake and vibration cannot be solved by a horizontal shock insulation mode.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: the three-dimensional seismic isolation pier is provided to solve one or more technical problems in the prior art, and at least provides a beneficial choice or creation condition.
The utility model provides a solution of its technical problem is:
three-dimensional shock insulation pier includes from last to setting gradually down:
a superstructure;
the middle structure is connected with the upper structure through a horizontal shock insulation support, and a middle connecting wall is arranged on the middle structure;
the lower structure is provided with a plurality of lower connecting walls which are uniformly distributed around the middle structure, a movable space is arranged between the bottom surface of the middle structure and the lower structure, the lower connecting walls are horizontally distributed with the middle structure, and the lower connecting walls are connected with the middle structure through vertical shock insulation supports.
Through the technical scheme, the three-dimensional isolation pier has the advantages that the structure is simple, the force transmission system is clear, the horizontal isolation support and the vertical isolation support are ingeniously arranged, the vertical isolation support and the vertical isolation support are used for realizing vertical and horizontal energy consumption, and horizontal isolation and vertical isolation decoupling are realized. The three-dimensional shock insulation column pier can be applied to a column pier of a building structure, and can also be used as a column pier of a bridge structure and a designed shock absorption foundation.
As a further improvement of the technical scheme, the upper structure comprises an upper connecting plate, an upper connecting bulge and a plurality of upper connecting rib plates, the upper connecting plate is fixedly connected to the upper end of the upper connecting bulge, the upper connecting bulge is connected with the upper end of the horizontal shock insulation support, and the upper connecting rib plates are connected with the upper connecting plate and the upper connecting bulge.
Through above-mentioned technical scheme, form superstructure through upper junction plate, last connection arch and last connection gusset, can reduce superstructure's weight under the circumstances of the intensity of guaranteeing superstructure to reduce whole three-dimensional shock insulation pier's whole weight.
As a further improvement of the above technical solution, the number of the lower connecting walls is four, and the four lower connecting walls are arranged in a diamond shape.
As a further improvement of the technical scheme, the middle structure is provided with four middle connecting walls, the middle connecting walls and the lower connecting walls are correspondingly arranged, and the vertical shock insulation support is arranged between the middle connecting walls and the lower connecting walls.
As a further improvement of the above technical solution, the lower structure further includes a lower connection plate and a lower base, the lower base is fixed relative to the lower connection wall, and the lower connection plate connects the plurality of lower connection walls.
Through the technical scheme, the lower structure is made to form the hollowed-out structure, so that the weight of the lower structure is reduced under the condition that the enough strength of the lower structure is guaranteed, and the whole weight of the three-dimensional shock insulation column pier is reduced.
As a further improvement of the above technical solution, the lower base and the lower connecting wall are connected by an inclined connecting portion, and one end of the inclined connecting portion, which is far away from the lower base, is higher than one end of the inclined connecting portion, which is close to the lower base.
The utility model has the advantages that: vertical and horizontal energy consumption is achieved in the vertical direction and the horizontal direction through the horizontal shock insulation support and the vertical shock insulation support respectively, and horizontal shock insulation and vertical shock insulation decoupling are achieved.
The utility model is used for building shock insulation technical field.
Drawings
In order to more clearly illustrate the technical solution in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below. It is clear that the described figures represent only some embodiments of the invention, not all embodiments, and that a person skilled in the art can also derive other designs and figures from these figures without inventive effort.
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
fig. 2 is an explosion structure diagram of the embodiment of the present invention.
In the figure, 100, the upper structure; 110. an upper connecting projection; 120. an upper connecting plate; 130. upper connecting rib plates; 200. a middle structure; 210. a middle connecting wall; 300. a lower structure; 310. a lower connecting plate; 320. a lower connecting wall; 330. an inclined connecting part; 340. a lower base; 400. a horizontal shock-isolation support; 500. vertical shock insulation support.
Detailed Description
The conception, the specific structure, and the technical effects produced by the present invention will be clearly and completely described below in conjunction with the embodiments and the accompanying drawings to fully understand the objects, the features, and the effects of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and other embodiments obtained by those skilled in the art without inventive labor based on the embodiments of the present invention all belong to the protection scope of the present invention. In addition, all the coupling/connection relationships mentioned herein do not mean that the components are directly connected, but mean that a better coupling structure can be formed by adding or reducing coupling accessories according to specific implementation conditions. All technical characteristics in the invention can be interactively combined on the premise of not conflicting with each other.
Referring to fig. 1 and 2, the three-dimensional seismic isolation pier includes an upper structure 100, a middle structure 200, and a lower structure 300. The upper structure 100, the middle structure 200, and the lower structure 300 are sequentially disposed in an up-down direction.
The upper structure 100 includes an upper coupling projection 110, an upper coupling plate 120, and a plurality of upper coupling ribs 130. In this embodiment, the upper connecting protrusion 110 is a rectangular block structure (in other embodiments, the upper connecting protrusion 110 may also be configured as another block structure), and the upper connecting protrusion 110 is fixedly connected to the lower end of the upper connecting plate 120, specifically, a manner of integrally forming the upper connecting protrusion 110 and the upper connecting plate 120 may be adopted, and a manner of welding and fixing the upper connecting protrusion 110 and the upper connecting plate 120 may also be adopted to fixedly connect the two.
The number of the upper connection rib plates 130 is set to four, the four upper connection rib plates 130 are arranged in a rectangular shape, the four upper connection rib plates 130 are all fixedly connected with the upper connection plate 120 and the upper connection boss 110, specifically, the upper connection rib plates 130 are integrally formed with the upper connection boss 110 and the upper connection plate 120, or the upper connection rib plates 130 are welded and fixed with the upper connection rib plates 130 and the upper connection plate 120.
The upper connecting plate 120 is fixed to the building structure by means of bolts or the like.
The upper structure 100 is formed by combining the upper connecting protrusions 110, the upper connecting rib plates 130 and the upper connecting plates 120, and the weight of the upper structure 100 can be reduced on the premise of ensuring the sufficient strength of the upper structure 100, so that the overall weight of the three-dimensional seismic isolation pier can be reduced.
The middle structure 200 is a square block structure (in other embodiments, the middle structure 200 can also be a prism structure with multiple sides), the middle structure 200 is made of concrete and steel, and the four side walls of the middle structure 200 are the middle connecting walls 210.
A horizontal shock-isolation support 400 is arranged between the middle structure 200 and the upper connecting protrusion 110, the horizontal shock-isolation support 400 is arranged as a rubber support, and in other embodiments, the horizontal shock-isolation support 400 can also be arranged as a sliding plate support to adjust the overall horizontal rigidity of the structural layer. The upper end of the horizontal seismic isolation support 400 is fixed to the lower end surface of the upper connecting protrusion 110 by means of screws and the like, and the lower end of the horizontal seismic isolation support 400 is fixed to the upper end surface of the middle connecting structure by means of screws and the like.
The lower structure 300 includes a lower connection plate 310, a lower connection wall 320, an inclined connection part 330, and a lower base 340.
The lower base 340 is disposed under the lower connection wall 320 and the lower connection plate 310, and the lower base 340 may be accompanied by a pillar structure for connection with a building structure. The lower base 340 is fixedly connected with the lower connecting wall 320 through the inclined connecting part 330, one end of the inclined connecting part 330 far away from the lower base 340 is higher than one end of the inclined connecting part 330 close to the lower base 340, and the overall force of the three-dimensional shock-insulation column pier is more easily concentrated in the middle of the lower base 340 through the arrangement of the columnar structure.
The lower connecting walls 320 and the middle connecting walls 210 are arranged in a horizontal direction, the number of the lower connecting walls 320 corresponds to that of the middle connecting walls 210, that is, the number of the lower connecting walls 320 is four, and the four lower connecting walls 320 are arranged in a square shape. The middle structure 200 is disposed between the four lower connecting walls 320, and a movable space is left between the lower end surface of the middle structure 200 and the upper end surface of the lower base 340. The lower connection wall 320 is disposed opposite to the middle connection wall 210, and the lower connection wall 320 is disposed opposite to the middle connection wall 210.
The lower connecting plate 310 has a rectangular plate-shaped structure, and a hole for the middle structure 200 and the vertical seismic isolation support 500 to pass through is formed in the center of the lower connecting plate. The lower connection plate 310 connects a plurality of lower connection walls 320 to improve the overall strength of the entire lower structure 300. Through setting up like this, make substructure 300 form the structure of fretwork form for under the sufficient intensity's of assurance substructure 300 the condition, be favorable to the reduction of substructure 300's weight, be favorable to reducing the whole weight of three-dimensional shock insulation pier.
The lower connection plate 310, the lower connection wall 320, the inclined connection portion 330, and the lower base 340 are integrally formed, or adjacent members are fixed by welding.
The middle connecting wall 210 and the lower connecting wall 320 which are arranged oppositely are connected through the vertical shock-insulation support 500, and similarly, the vertical shock-insulation support 500 can be arranged according to the actual number of the middle connecting wall 210 and the lower connecting wall 320, is not limited to square arrangement, and can also be arranged in a triangular shape, a polygonal shape and the like.
The three-dimensional shock insulation column pier has the advantages that the structure is simple, the force transmission system is clear, the vertical and horizontal direction energy consumption is realized through the shock insulation support respectively in the vertical direction and the horizontal direction through the ingenious arrangement of the shock insulation support, and the horizontal shock insulation and the vertical shock insulation decoupling are realized. The three-dimensional shock insulation column pier can be applied to a column pier of a building structure, and can also be used as a column pier of a bridge structure and a designed shock absorption foundation.
While the preferred embodiments of the present invention have been described in detail, it will be understood by those skilled in the art that the invention is not limited to the details of the embodiments shown, but is capable of various modifications and changes without departing from the spirit of the invention.
Claims (6)
1. Three-dimensional shock insulation pier, its characterized in that: include from last to setting gradually down:
a superstructure;
the middle structure is connected with the upper structure through a horizontal shock insulation support, and a middle connecting wall is arranged on the middle structure;
the lower structure is provided with a plurality of lower connecting walls which are uniformly distributed around the middle structure, a movable space is arranged between the bottom surface of the middle structure and the lower structure, the lower connecting walls are horizontally distributed with the middle structure, and the lower connecting walls are connected with the middle structure through vertical shock insulation supports.
2. The three-dimensional seismic isolation pier of claim 1, wherein: the upper structure comprises an upper connecting plate, an upper connecting bulge and a plurality of upper connecting rib plates, the upper connecting plate is fixedly connected to the upper end of the upper connecting bulge, the upper connecting bulge is connected with the upper end of the horizontal shock insulation support, and the upper connecting rib plates are connected with the upper connecting plate and the upper connecting bulge.
3. The three-dimensional seismic isolation pier of claim 1, wherein: the number of the lower connecting walls is four, and the four lower connecting walls are arranged in a diamond shape.
4. The three-dimensional seismic isolation pier of claim 3, wherein: the middle structure is provided with four middle connecting walls, the middle connecting walls and the lower connecting walls are arranged correspondingly, and the vertical shock insulation support is arranged between the middle connecting walls and the lower connecting walls.
5. The three-dimensional seismic isolation pier of claim 1, wherein: the substructure further includes a lower connection plate and a lower base, the lower base being relatively fixed to the lower connection wall, the lower connection plate connecting the plurality of lower connection walls.
6. The three-dimensional seismic isolation pier of claim 5, wherein: the lower base and the lower connecting wall are connected through an inclined connecting portion, and one end, far away from the lower base, of the inclined connecting portion is higher than one end, close to the lower base, of the inclined connecting portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221656067.7U CN217711139U (en) | 2022-06-29 | 2022-06-29 | Three-dimensional shock insulation column pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221656067.7U CN217711139U (en) | 2022-06-29 | 2022-06-29 | Three-dimensional shock insulation column pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217711139U true CN217711139U (en) | 2022-11-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221656067.7U Active CN217711139U (en) | 2022-06-29 | 2022-06-29 | Three-dimensional shock insulation column pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217711139U (en) |
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2022
- 2022-06-29 CN CN202221656067.7U patent/CN217711139U/en active Active
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