CN214738969U - Viscous damping wall and building block wall integrated shock absorption structure - Google Patents
Viscous damping wall and building block wall integrated shock absorption structure Download PDFInfo
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- CN214738969U CN214738969U CN202023133756.3U CN202023133756U CN214738969U CN 214738969 U CN214738969 U CN 214738969U CN 202023133756 U CN202023133756 U CN 202023133756U CN 214738969 U CN214738969 U CN 214738969U
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Abstract
The utility model relates to a viscous damping wall and building block wall integration shock-absorbing structure sets up at last connecting piece (1) and between connecting piece (8) down, a serial communication port, mortar plastering layer (4) including interior wall and interior wall both sides, the interior wall include the damping section and be located two sections filling segments of damping section upper end and lower extreme, the filling segment include infill wall (3), the damping section include viscous damping wall (7), the interior wall still include the articulamentum, the articulamentum paste in the homonymy side of infill wall (3) and viscous damping wall (7), articulamentum and infill wall (3) fixed connection. Compared with the prior art, the utility model has the advantages of integrated design, simple structure, do not occupy extra space and damping performance are good.
Description
Technical Field
The utility model relates to a building structure especially relates to a viscous damping wall and building block wall integration shock-absorbing structure.
Background
With the improvement of the living quality requirement of people, the energy dissipation and shock absorption technology is more and more widely applied, and the energy dissipater is arranged at the proper part of the building structure to increase the structural damping and absorb the earthquake energy, so that the reaction of the building structure under the earthquake action is reduced, and the aim of protecting the basic structure is fulfilled. At present, various energy dissipaters such as viscous type energy dissipaters, viscoelastic type energy dissipaters, friction type energy dissipaters, metal yield type energy dissipaters and the like are researched, developed and applied at home and abroad successively. However, most of these energy dissipaters are non-structural elements applied to the building structure independently, and cannot be merged with the partition wall body which is common in the building room, so that the energy dissipaters are exposed indoors, and the indoor building effect is affected.
The prior art also provides some solutions, and chinese patent CN201821767826.0 proposes a viscous damping wall, which includes a square outer frame, filler walls arranged at left and right sides in the outer frame, and a support wall located between the filler walls, wherein a transverse installation cavity is arranged in the middle of the support wall to divide the support wall into an upper part and a lower part, and an inner plate is arranged in the installation cavity; a plurality of vertically arranged upper embedded parts are also arranged in the supporting wall, and a plurality of vertically arranged lower embedded parts are also arranged in the lower part of the supporting wall; a transversely arranged viscous damper is arranged in the mounting cavity, two ends of the viscous damper are respectively connected with a first connecting piece and a second connecting piece, the first connecting piece is connected with the upper embedded part through a rivet, and the second connecting piece is connected with the lower embedded part through a rivet; an upper chute and a lower chute are respectively arranged at the upper part and the lower part of the outer side of the mounting cavity. This patent dress can realize the shock attenuation of cavity.
When the patent has the following problems:
the supporting wall can still be influenced by vibration and is easy to damage;
the viscous damper is rigidly connected with the upper part and the lower part of the support wall through the upper embedded part and the lower embedded part, so that the energy dissipater is influenced to play a role in damping;
this patent still need set up and moves the door and pack the processing to the knee wall, occupies extra space, influences usable floor area, increases the cost simultaneously.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a viscous damping wall and building block wall integration shock-absorbing structure in order to overcome the defect that above-mentioned prior art exists, the integrated design, simple structure does not occupy extra space, and the damping performance is good.
The purpose of the utility model can be realized through the following technical scheme:
the utility model provides a viscous damping wall and building block wall integration shock-absorbing structure, sets up at last connecting piece under and between the connecting piece, including the mortar plastering layer of interior wall and interior wall both sides, the interior wall include the damping section and be located two sections filling segments of damping section upper end and lower extreme, the filling segment include the infill wall, the damping section include the viscous damping wall, the interior wall still include the articulamentum, the articulamentum attach in the homonymy side of infill wall and viscous damping wall, articulamentum and infill wall fixed connection.
Furthermore, a flexible filling material is arranged between the viscous damping wall and the filling wall.
Further, the flexible filling material is cotton.
Further, the flexible filling material is foam.
Further, the connecting layer comprises a gypsum board, and the gypsum board is fixedly connected with the filler wall.
Furthermore, the connecting layer also comprises a steel wire mesh, and the mortar plastering layer, the steel wire mesh and the gypsum board are sequentially arranged from outside to inside.
Furthermore, the upper connecting piece and the lower connecting piece are concrete columns or concrete shear walls.
Further, the material of the filler wall is clay brick.
Furthermore, the material of the infill wall is concrete blocks.
Furthermore, the material of the filler wall is hollow bricks.
Compared with the prior art, the utility model discloses have with following beneficial effect:
(1) the utility model discloses set up the mortar of interior wall and interior wall both sides between upper junction piece and lower junction piece and wipe the surface course, the interior wall includes the damping section and lies in two sections packing sections of damping section upper end and lower extreme, the packing section includes the infilled wall, the infilled wall is the building block wall, the damping section includes viscous damping wall, the interior wall still includes the connecting layer, the connecting layer paste and attach in the homonymy side of infilled wall and viscous damping wall, the connecting layer is fixedly connected with the infilled wall, viscous damping wall and infilled wall realize integrated design through the connecting layer, shock-absorbing structure can once build and finish, does not need extra decorative treatment, does not occupy extra space, simple structure, low cost, the connecting layer has the effect of keeping apart mortar and wipe the surface course and viscous damping wall simultaneously, does not influence the isolation shock attenuation effect of viscous damping wall, and shock absorption performance is good;
(2) the flexible filling material is arranged between the viscous damping wall and the filling wall, the viscous damping wall and the filling wall are in flexible connection, and the connecting layer is only fixedly connected with the filling wall, so that the damping effect of the viscous damping wall can be fully exerted, and the damping performance is good;
(3) the flexible filling material of the utility model is cotton or foam, has light weight and good elasticity, reduces the bearing of the viscous damping wall, and can improve the anti-seismic performance of the viscous damping wall;
(4) the utility model discloses the connecting layer includes gypsum board and wire net, and mortar plastering layer, wire net and gypsum board outside-in set gradually, gypsum board and infilled wall fixed connection, and the tensile strength of wire net and gypsum board is big, can guarantee two sections upper and lower filling section stable connections, and anti-seismic performance is strong, is difficult to destroyed, and the gypsum board quality is light simultaneously, is favorable to reducing the bearing of viscous damping wall, improves the anti-seismic performance of viscous damping wall.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view taken at A in FIG. 1;
the reference numbers in the figures illustrate:
1. the concrete comprises an upper connecting piece, 2 flexible filling materials, 3 filling walls, 4 mortar plastering layers, 5 steel wire meshes, 6 gypsum boards, 7 viscous damping walls and 8 lower connecting pieces.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments. The embodiment is implemented on the premise of the technical solution of the present invention, and a detailed implementation manner and a specific operation process are given, but the scope of the present invention is not limited to the following embodiments.
Example 1
A damping structure integrating a viscous damping wall and a building block wall is arranged between an upper connecting piece 1 and a lower connecting piece 8, the upper connecting piece 1 and the lower connecting piece 8 are concrete shear walls or concrete columns, the damping structure comprises an inner wall and mortar plastering layers 4 on two sides of the inner wall, the inner wall comprises a vibration damping section and two filling sections positioned at the upper end and the lower end of the vibration damping section, the filling sections comprise filling walls 3, the filling walls 3 are building block walls and made of clay bricks, the vibration damping section comprises a viscous damping wall 7, the inner wall further comprises a connecting layer, the connecting layer is attached to the side faces of the filling walls 3 and the viscous damping wall 7 on the same side, and the connecting layer is fixedly connected with the filling walls 3;
The flexible filling material 2 is arranged between the viscous damping wall 7 and the filling wall 3, the viscous damping wall 7 and the filling wall 3 are in flexible connection, and meanwhile, the connecting layer is only fixedly connected with the filling wall 3, so that the damping effect of the viscous damping wall 7 can be fully exerted, and the damping performance is good; the flexible filling material 2 is cotton, so that the weight is light, the elasticity is good, the bearing of the viscous damping wall 7 is reduced, and the anti-seismic performance of the viscous damping wall 7 can be improved.
The connecting layer includes gypsum board 6 and wire net 5, and mortar plastering layer 4, wire net 5 and gypsum board 6 outside-in set gradually, gypsum board 6 and 3 fixed connection of infilled wall, and wire net 5 and gypsum board 6's tensile strength are big, can guarantee that two sections upper and lower filling section are stable to be connected, and anti-seismic performance is strong, is difficult to destroyed, and 6 light in weight of gypsum board are favorable to reducing viscous damping wall 7's bearing simultaneously, improve viscous damping wall 7's anti-seismic performance.
Example 2
In this embodiment, the flexible filling material 2 is foam, which has light weight, good elasticity and low cost, and is beneficial to reducing the load of the viscous damping wall 7 and improving the anti-seismic performance of the viscous damping wall 7, and the rest is the same as that of embodiment 1.
Example 3
The material of the infill wall 3 in this example is concrete blocks, the rest being the same as in example 1.
Example 4
The material of the infill wall 3 in this example is hollow brick, and the rest is the same as in example 1.
Embodiment 1, embodiment 2, embodiment 3 and embodiment 4 propose a viscous damping wall and building block wall integration shock-absorbing structure, viscous damping wall 7 and infill wall 3 integration structure, can once build and finish, do not need to do the additional processing of decorating again, do not additionally occupy the space, viscous damping wall 7 is through flexible filler material 2 and infill wall 3 flexonics, do not influence viscous damping wall 7 and play the cushioning effect, and the shock attenuation performance is strong.
The foregoing has described in detail preferred embodiments of the present invention. It should be understood that numerous modifications and variations can be devised by those skilled in the art in light of the teachings of the present invention without undue experimentation. Therefore, the technical solutions that can be obtained by a person skilled in the art through logic analysis, reasoning or limited experiments based on the prior art according to the concepts of the present invention should be within the scope of protection defined by the claims.
Claims (10)
1. The utility model provides a viscous damping wall and building block wall integration shock-absorbing structure, sets up at last connecting piece (1) and between connecting piece (8) down, its characterized in that, includes mortar plastering layer (4) of interior wall and interior wall both sides, the interior wall include the damping section and be located two sections filling segment of damping section upper end and lower extreme, the filling segment include infilled wall (3), the damping section include viscous damping wall (7), the interior wall still include the articulamentum, the articulamentum attach the homonymy side at infilled wall (3) and viscous damping wall (7), articulamentum and infilled wall (3) fixed connection.
2. The viscous damping wall and building block wall integrated shock absorption structure as claimed in claim 1, wherein a flexible filling material (2) is arranged between the viscous damping wall (7) and the filling wall (3).
3. The viscous damping wall and building block wall integrated shock absorption structure as claimed in claim 2, wherein the flexible filling material (2) is cotton.
4. A viscous damping wall and building block wall integrated shock absorbing structure as claimed in claim 2, wherein the flexible filling material (2) is foam.
5. A viscous damping wall and building block wall integrated shock-absorbing structure as claimed in claim 1, wherein the connection layer comprises gypsum board (6), and the gypsum board (6) is fixedly connected with the filler wall (3).
6. The viscous damping wall and building block wall integrated shock absorption structure of claim 5, wherein the connecting layer further comprises a steel wire mesh (5), and the mortar plastering layer (4), the steel wire mesh (5) and the gypsum board (6) are sequentially arranged from outside to inside.
7. The viscous damping wall and building block wall integrated shock absorption structure as claimed in claim 1, wherein the upper connecting member (1) and the lower connecting member (8) are concrete columns or concrete shear walls.
8. The viscous damping wall and building block wall integrated shock absorption structure as claimed in claim 1, wherein the material of the filler wall (3) is clay brick.
9. The viscous damping wall and building block wall integrated shock absorption structure as claimed in claim 1, wherein the material of the infill wall (3) is concrete blocks.
10. The viscous damping wall and building block wall integrated shock absorption structure as claimed in claim 1, wherein the filler wall (3) is made of hollow bricks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023133756.3U CN214738969U (en) | 2020-12-23 | 2020-12-23 | Viscous damping wall and building block wall integrated shock absorption structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023133756.3U CN214738969U (en) | 2020-12-23 | 2020-12-23 | Viscous damping wall and building block wall integrated shock absorption structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214738969U true CN214738969U (en) | 2021-11-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202023133756.3U Active CN214738969U (en) | 2020-12-23 | 2020-12-23 | Viscous damping wall and building block wall integrated shock absorption structure |
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| Country | Link |
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| CN (1) | CN214738969U (en) |
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- 2020-12-23 CN CN202023133756.3U patent/CN214738969U/en active Active
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