CN206298992U - A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure - Google Patents
A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure Download PDFInfo
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- CN206298992U CN206298992U CN201621430424.2U CN201621430424U CN206298992U CN 206298992 U CN206298992 U CN 206298992U CN 201621430424 U CN201621430424 U CN 201621430424U CN 206298992 U CN206298992 U CN 206298992U
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- shear wall
- dissipating
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Abstract
The utility model is related to a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure, including shear wall, shear wall outside is provided with the framework surrounded by Vierendeel girder and frame column, multiple reinforcing bar through hole is reserved on Vierendeel girder and frame column, reinforcing bar through hole is inserted into reinforcing bar, gap is left between framework and the side face of shear wall, the filled rubber interlayer in gap, be integrated in one for reinforced concrete frame shear wall and energy-dissipating and shock-absorbing function by the structure, that is, realize shear force of frame wall construction and energy-dissipating and shock-absorbing function integration.
Description
Technical field
The utility model is related to frame-shear-wall structure, especially a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-
Shear wall structure.
Background technology
Frame-shear structure, the new stress form being made up of two kinds of different lateral resisting structures of framework and shear wall structure.With
Reinforced concrete wall panel replaces the beam column in frame structure, the internal force that all kinds of loads cause, the horizontal force of control structure.Mainly
It is divided into steelframe shear wall structure and reinforced concrete frame shear wall structure.The structure requires cement two greatly, to calculate and apply
Time-consuming for work process, and the function without energy-dissipating and shock-absorbing.Additionally, the yield sequence of frame shear wall structure is:Shearing the foot of a wall
The bearing capacity of each each post root of layer beam-ends → framework of portion → framework, the surrender of shear wall and energy dissipation capacity to total
Performance impact is very big.It is far longer than the rigidity of framework due to the rigidity of shear wall, shear wall assume responsibility for most of shearing, and framework
But fraction shearing is only undertaken.Therefore, under geological process, typically shear wall is surrendered first, and internal force will be produced to divide again afterwards
Match somebody with somebody, the shearing ratio that framework undertakes will increase.If geological process continues to increase, framework can also subsequently enter yield situation
And cause building collapsing.
The reinforced concrete frame shear wall with energy-dissipating and shock-absorbing function is essentially all in main frame structure at present
Additional accessory structure realizes energy-dissipating and shock-absorbing function.Although energy-dissipating and shock-absorbing works well, however it is necessary that installing space, influence building knot
The use function of structure, complicated construction technique is long in time limit.And while energy dissipating, increased to agent structure additional bearer power
Influence.
Utility model content
The purpose of this utility model is to solve the defect existing for frame-shear structure in the prior art, there is provided a kind of new
Assembled energy-dissipating and shock-absorbing concrete frame-shear wall structure.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, including shear wall, shear wall outside are provided with
Multiple reinforcing bar through hole, reinforcing bar through hole interpolation are reserved on the framework surrounded by Vierendeel girder and frame column, Vierendeel girder and frame column
Enter reinforcing bar, gap is left between framework and the side face of shear wall, the filled rubber interlayer in gap.
A kind of above-mentioned novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, the frame column is mixed for reinforcing bar
Solidifying earth pillar, Vierendeel girder is reinforced beam.
A kind of above-mentioned novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, the shear wall is pre-manufactured steel
Reinforced concrete shear wall.
A kind of above-mentioned novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, the reinforcing bar through hole is in frame
Set a roof beam in place and uniformly arranged with frame column.
Above-mentioned a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, in the shear wall at surrounding
The fixed plate with end reinforced connection is provided with, each fixed plate is integrally formed.
A kind of above-mentioned novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, the shear wall is provided with solid
Fixed set, fixation is arranged with and wears connecting shaft, and connecting shaft is connected with fixed cover by spring.
The beneficial effects of the utility model are：The structure combines in reinforced concrete frame shear wall and energy-dissipating and shock-absorbing function
Integrally, that is, shear force of frame wall construction and energy-dissipating and shock-absorbing function integration are realized, a kind of new reinforced concrete frame shearing is proposed
Wall construction --- assembled energy-dissipating and shock-absorbing concrete frame -- shear wall structure.Advantage is：One, leave the frame of reinforcing bar through hole
Set a roof beam in place and be connected with shear wall by reinforcing bar with frame column, the engineering time can be saved, and convenient installation.Two, the side face of shear wall with
Gap is left between Vierendeel girder and frame column, filled rubber material in gap, the energy-dissipating and shock-absorbing function that elastomeric material has can
To reduce the influence that shear wall surrender produces frame structure, therefore strengthen making the protection of the framework as second defence line
With.
Brief description of the drawings
Fig. 1 is schematic diagram of the present utility model；
Fig. 2 is the schematic diagram of the utility model Vierendeel girder.
Specific embodiment
As shown in Figure 1 and Figure 2, a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, including shear wall
1, the outside of shear wall 1 is provided with the framework surrounded by Vierendeel girder 2 and frame column 3, and multiple reinforcing bar is reserved on Vierendeel girder 2 and frame column 3
Through hole 4, reinforcing bar through hole 4 is inserted into reinforcing bar 5, and gap is left between framework and the side face of shear wall 1, and rubber is filled in gap
Glue interlayer 6.
Wherein, frame column 3 is reinforced column, and Vierendeel girder 2 is reinforced beam, and shear wall 1 is precast reinforced mixed
Solidifying soil shear wall, reinforcing bar through hole 4 is uniformly arranged on Vierendeel girder 2 and frame column 3.
Be integrated in one for reinforced concrete frame shear wall and energy-dissipating and shock-absorbing function by the structure, that is, realize frame-shear wall structure
Make and energy-dissipating and shock-absorbing function integration, a kind of new reinforced concrete frame shearing wall construction --- assembled energy-dissipating and shock-absorbing of proposition
Concrete frame -- shear wall structure.Advantage is：One, the Vierendeel girder 2 and frame column 3 for leaving reinforcing bar through hole 4 pass through reinforcing bar 5
It is connected with shear wall, the engineering time can be saved, and convenient installation.Two, between the side face and Vierendeel girder 2 and frame column 3 of shear wall 1
Gap is left, filled rubber material in gap, it is right that the energy-dissipating and shock-absorbing function that elastomeric material has can reduce shear wall surrender
The influence that frame structure is produced, therefore strengthen the protective effect to the framework as second defence line.
Further, it is provided with surrounding in order to improve the bonding strength of framework and shear wall, in shear wall and the end of reinforcing bar 5 connects
The fixed plate 7 for connecing, each fixed plate 7 is integrally formed, and fixed plate 7 causes that each bar connecting on framework is an entirety, and
And, for the ease of fixed shear wall 1, shear wall 1 is provided with fixed cover 8, and fixed cover 8 is provided with and wears connecting shaft 9, connecting shaft 9 with
Fixed cover 8 is connected by spring 10, and the support shear wall 1 of connecting shaft 9, spring 10 plays shock absorbing effect.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is limited never in any form,
For a person skilled in the art, the utility model can have various modifications and variations.It is all in spirit of the present utility model
Within principle, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (6)
1. a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure, it is characterised in that including shear wall, shearing
Wall outside is provided with the framework surrounded by Vierendeel girder and frame column, and multiple reinforcing bar through hole, reinforcing bar are reserved on Vierendeel girder and frame column
Through hole is inserted into reinforcing bar, and gap is left between framework and the side face of shear wall, the filled rubber interlayer in gap.
2. a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure according to claim 1, its feature exists
In the frame column is reinforced column, and Vierendeel girder is reinforced beam.
3. a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure according to claim 1, its feature exists
In the shear wall is precast reinforced concrete shear wall.
4. a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure according to claim 1, its feature exists
In the reinforcing bar through hole is uniformly arranged on Vierendeel girder and frame column.
5. a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure according to claim 1, its feature exists
In, the fixed plate with end reinforced connection is provided with the shear wall at surrounding, each fixed plate is integrally formed.
6. a kind of novel fabricated energy-dissipating and shock-absorbing concrete frame-shear wall structure according to claim 1, its feature exists
In the shear wall is provided with fixed cover, and fixation is arranged with and wears connecting shaft, and connecting shaft is connected with fixed cover by spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621430424.2U CN206298992U (en) | 2016-12-25 | 2016-12-25 | A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621430424.2U CN206298992U (en) | 2016-12-25 | 2016-12-25 | A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206298992U true CN206298992U (en) | 2017-07-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621430424.2U Expired - Fee Related CN206298992U (en) | 2016-12-25 | 2016-12-25 | A kind of novel fabricated energy-dissipating and shock-absorbing concrete frame shear wall structure |
Country Status (1)
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978934A (en) * | 2018-10-10 | 2018-12-11 | 河北水利电力学院 | A kind of energy consumption wall suitable for assembling type steel structure |
| CN109723163A (en) * | 2018-12-17 | 2019-05-07 | 莱芜职业技术学院 | A kind of prefabricated assembling architecture-integral combined wall and manufacturing method |
| CN110145053A (en) * | 2017-10-21 | 2019-08-20 | 山东建筑大学 | A kind of energy-dissipating and shock-absorbing wall |
| CN110344437A (en) * | 2019-07-15 | 2019-10-18 | 中南大学 | A kind of shock-resistant and energy-dissipating structure and gravity retaining wall in gravity retaining wall |
| CN110374258A (en) * | 2019-08-02 | 2019-10-25 | 张藏柳 | A kind of wood siding wall with repairing resistance to compression support function |
| CN112459540A (en) * | 2020-11-26 | 2021-03-09 | 湖南创世智能科技有限公司 | Combined intelligent money box warehouse |
-
2016
- 2016-12-25 CN CN201621430424.2U patent/CN206298992U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145053A (en) * | 2017-10-21 | 2019-08-20 | 山东建筑大学 | A kind of energy-dissipating and shock-absorbing wall |
| CN110145053B (en) * | 2017-10-21 | 2020-09-08 | 山东建筑大学 | Energy dissipation shock attenuation wall body |
| CN108978934A (en) * | 2018-10-10 | 2018-12-11 | 河北水利电力学院 | A kind of energy consumption wall suitable for assembling type steel structure |
| CN109723163A (en) * | 2018-12-17 | 2019-05-07 | 莱芜职业技术学院 | A kind of prefabricated assembling architecture-integral combined wall and manufacturing method |
| CN110344437A (en) * | 2019-07-15 | 2019-10-18 | 中南大学 | A kind of shock-resistant and energy-dissipating structure and gravity retaining wall in gravity retaining wall |
| CN110344437B (en) * | 2019-07-15 | 2024-02-20 | 中南大学 | Anti-seismic energy dissipation structure for gravity type retaining wall and gravity type retaining wall |
| CN110374258A (en) * | 2019-08-02 | 2019-10-25 | 张藏柳 | A kind of wood siding wall with repairing resistance to compression support function |
| CN112459540A (en) * | 2020-11-26 | 2021-03-09 | 湖南创世智能科技有限公司 | Combined intelligent money box warehouse |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170704 Termination date: 20171225 |
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| CF01 | Termination of patent right due to non-payment of annual fee |