CN209277318U - A kind of compound energy consumption base isolation masonry structure of Self-resetting - Google Patents
A kind of compound energy consumption base isolation masonry structure of Self-resetting Download PDFInfo
- Publication number
- CN209277318U CN209277318U CN201821603428.5U CN201821603428U CN209277318U CN 209277318 U CN209277318 U CN 209277318U CN 201821603428 U CN201821603428 U CN 201821603428U CN 209277318 U CN209277318 U CN 209277318U
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- China
- Prior art keywords
- collar tie
- upper collar
- lower ring
- tie beam
- isolation
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- 238000002955 isolation Methods 0.000 title claims abstract description 32
- 238000005265 energy consumption Methods 0.000 title claims abstract description 12
- 150000001875 compounds Chemical class 0.000 title claims abstract description 10
- 239000004568 cement Substances 0.000 claims abstract description 9
- 239000000835 fiber Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 230000035939 shock Effects 0.000 abstract description 5
- 239000002131 composite material Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 238000009413 insulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of compound energy consumption base isolation masonry structure of Self-resetting, including lower ring beam and upper collar tie beam, are provided with Seismic Isolation of Isolation Layer between lower ring beam and upper collar tie beam；Multiple pre-embedded steel slabs are respectively arranged on lower ring beam and upper collar tie beam on corresponding position, drawknot SMA on the pre-embedded steel slab between lower ring beam and upper collar tie beam；Lining cutting wall on upper collar tie beam；When use, in geological process, Seismic Isolation of Isolation Layer and SMA composition Composite Doubles energy consumption shock isolation systems between upper collar tie beam and lower ring beam, using elastic force cement and PV fiber mixture and SMA deformations come earthquake energy, the utility model have structural system initial stiffness can be provided, it can be consumed energy again using own material properties, the advantages of being also capable of resetting after shake.
Description
Technical field:
The utility model relates to Seismic-Isolated Masonry Buildings fields, and in particular to a kind of compound energy consumption base isolation masonry of Self-resetting
Structure.
Background technique:
Masonry structure uses for a long time in China, and most popular a kind of structure in current country building engineering.River in Shangdong Province
Valley earthquake centre, country building earthquake is serious, and main cause is that masonry structure integrity is poor, anti-seismic performance is weak, causes largely to build
Object destroys and collapses.It is influenced by villages and small towns economy, execution conditions, technical level, the earthquake resistant construction of complicated construction technique is difficult to fall
It is real, seriously affect construction quality.In order to improve the shock resistance of masonry structure, simple and easy to do, cost-effective anti-seismic technology is
One of main antidetonation approach.And existing antidetonation and isolation structure measure cost is high, construction is complicated, in villages and small towns masonry structure room
It is more difficult in room to be used more widely.
Summary of the invention:
In order to overcome the above-mentioned deficiencies of the prior art, the purpose of this utility model is to provide a kind of compound consumptions of Self-resetting
Can base isolation masonry structure, consumed energy layer, while composite S MA again using shock insulation composed by new material elastic force cement and PV fiber
Silk reaches the double energy consumption purposes of Self-resetting.
In order to achieve the above object, the technical solution adopted in the utility model is:
A kind of compound energy consumption base isolation masonry structure of Self-resetting, including lower ring beam 3 and upper collar tie beam 2, lower ring beam 3 and upper
Seismic Isolation of Isolation Layer 4 is provided between collar tie beam 2；Multiple pre-embedded steel slabs are respectively arranged on corresponding position on lower ring beam 3 and upper collar tie beam 2
6, drawknot SMA silk 5 on the pre-embedded steel slab 6 between lower ring beam 3 and upper collar tie beam 2；Lining cutting wall 1 on upper collar tie beam 2.
Further, the Seismic Isolation of Isolation Layer 4 uses elastic force cement and PV fiber hybrid, forms elastic force cement and PV fiber is mixed
Close object.
The beneficial effects of the utility model are:
The utility model uses Seismic Isolation of Isolation Layer 4, while composite S MA silk 5 makes to form compound using 5 superelastic properties of SMA silk
Double energy consumption shock isolation systems, better earthquake energy.And the presence of SMA silk 5 can also improve structural system initial stiffness, together
Shi Zhenhou can reach reset effect again.
Detailed description of the invention
Fig. 1 is the utility model embodiment structural schematic diagram.
Specific embodiment:
Utility model is further described with reference to the accompanying drawings and examples.
Shown in referring to Fig.1, a kind of compound energy consumption base isolation masonry structure of Self-resetting, including lower ring beam 3 and upper collar tie beam 2,
Seismic Isolation of Isolation Layer 4 is provided between lower ring beam 3 and upper collar tie beam 2, the Seismic Isolation of Isolation Layer 4 uses elastic force cement and PV fiber hybrid, is formed
Elastic force cement and PV fiber mixture.Multiple pre-embedded steel slabs 6 are respectively arranged on lower ring beam 3 and upper collar tie beam 2 on corresponding position,
Drawknot SMA silk 5 on pre-embedded steel slab 6 between lower ring beam 3 and upper collar tie beam 2；Lining cutting wall 1 on upper collar tie beam 2.
The working principle of the utility model are as follows:
In geological process, Seismic Isolation of Isolation Layer 4 and SMA silk 5 between upper collar tie beam 2 and lower ring beam 3 form Composite Double energy consumption shock insulation
System, using the deformation of elastic force cement and PV fiber mixture and SMA silk 5 come earthquake energy, meanwhile, SMA silk 5
In the presence of that can provide structural system initial stiffness and be consumed energy using own material properties, also it is capable of resetting after shake.
Claims (2)
1. a kind of compound energy consumption base isolation masonry structure of Self-resetting, which is characterized in that including lower ring beam (3) and upper collar tie beam (2),
Seismic Isolation of Isolation Layer (4) are provided between lower ring beam (3) and upper collar tie beam (2)；Divide on corresponding position on lower ring beam (3) and upper collar tie beam (2)
It is not provided with multiple pre-embedded steel slabs (6), drawknot SMA (5) on the pre-embedded steel slab (6) between lower ring beam (3) and upper collar tie beam (2)；
Lining cutting wall (1) on upper collar tie beam (2).
2. the compound energy consumption base isolation masonry structure of a kind of Self-resetting according to claim 1, which is characterized in that described
Seismic Isolation of Isolation Layer (4) uses elastic force cement and PV fiber hybrid, forms elastic force cement and PV fiber mixture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821603428.5U CN209277318U (en) | 2018-09-29 | 2018-09-29 | A kind of compound energy consumption base isolation masonry structure of Self-resetting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821603428.5U CN209277318U (en) | 2018-09-29 | 2018-09-29 | A kind of compound energy consumption base isolation masonry structure of Self-resetting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209277318U true CN209277318U (en) | 2019-08-20 |
Family
ID=67604054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821603428.5U Expired - Fee Related CN209277318U (en) | 2018-09-29 | 2018-09-29 | A kind of compound energy consumption base isolation masonry structure of Self-resetting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209277318U (en) |
-
2018
- 2018-09-29 CN CN201821603428.5U patent/CN209277318U/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 |
Granted publication date: 20190820 |