CN207512964U - A kind of shear wall of the replaceable foot part component of novel belt - Google Patents
A kind of shear wall of the replaceable foot part component of novel belt Download PDFInfo
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- CN207512964U CN207512964U CN201721533634.9U CN201721533634U CN207512964U CN 207512964 U CN207512964 U CN 207512964U CN 201721533634 U CN201721533634 U CN 201721533634U CN 207512964 U CN207512964 U CN 207512964U
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- steel plate
- shear wall
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- junction
- lower floor
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Abstract
The utility model discloses a kind of shear walls of the replaceable foot part component of novel belt, including upper floor component and lower floor surface member and the reinforced concrete shear wall being arranged between upper floor component and lower floor surface member, tension and compression combined shock absorption and isolation component is provided at the reinforced concrete shear wall and the suspension column of the lower floor surface member junction；The shear wall structure of the utility model is simple, with higher deformability and energy dissipation capacity, pulling force is born by the mild steel plate of rubber pad both sides, rubber pad bears pressure, with higher tensile capacity, while while being damaged after shaking, can directly be replaced, convenient and efficient, it is rapid to restore, using function, there is higher dissemination.
Description
Technical field
The utility model is related to building engineering field, the shear wall of more particularly to a kind of replaceable foot part component of novel belt.
Background technology
Due to the complexity of geological process, traditional building structure aseismatic technology, which has had no idea to meet city dweller, wishes
Hope the requirement for restoring normal life after shaking rapidly.Aseismic fortification objects are also gradually in terms of " no collapsing with strong earthquake ", protection life security
The considerations of, restore city rapidly after shake, the normal orders of life direction of resident is developed.This just proposes building aseismicity new
It is required that building needs a kind of structure or component that can restore function rapidly after the earthquake.Existing shock insulation component is adopted mostly
With rubber support, traditional rubber support there are extensional rigidity it is relatively low the defects of.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of replaceable foot part component of novel belt
Shear wall, what the technical solution of the shear wall of the replaceable foot part component of novel belt was realized in：
A kind of shear wall of the replaceable foot part component of novel belt, including upper floor component and lower floor surface member and sets
Put the reinforced concrete shear wall between upper floor component and lower floor surface member, the reinforced concrete shear wall and institute
It states and tension and compression combined shock absorption and isolation component is provided at the suspension column of lower floor surface member junction, the tension and compression combined shock absorption and isolation portion
Part includes the covering steel plate composition for being arranged on the mild steel plate of both sides, the interior envelope steel plate of top and bottom and upper and lower both sides, the both sides
The rubber pad of stack paving is coated between mild steel plate and the interior envelope steel plate of both sides, the interior envelope steel plate and covering steel plate pass through spiral shell
Bolt is fixed；Be embedded in inside the shear wall on the tension and compression combined shock absorption and isolation component top both sides shear wall inner thread sleeve and
Intermediate shear wall embedded bar is embedded in both sides inside the lower floor surface member of the tension and compression combined shock absorption and isolation component lower part
Flooring inner thread sleeve and intermediate flooring embedded bar, the tension and compression combined shock absorption and isolation component and steel reinforced concrete shearing force
Wall junction is provided with the first junction steel plate, and the second junction steel plate is additionally provided with the junction of lower floor surface member, it is described on
Side covering steel plate and the first junction steel plate are fixed on steel reinforced concrete shearing force by high-strength bolt with combination shearing wall inner thread sleeve
Wall bottom, the downside covering steel plate and the second junction steel plate coordinate flooring inner thread sleeve to be fixed on lower floor by high-strength bolt
Flooring member upper.
Further, the shear wall embedded bar is welded to connect with first junction steel plate, the flooring pre-buried steel
Muscle is welded to connect with the second junction steel plate.
Further, the thickness of first junction steel plate and the second junction steel plate is 25~30mm.
Further, the mild steel plate uses LY225 steel.
The shear wall structure of the utility model is simple, has higher deformability and energy dissipation capacity, passes through rubber pad two
The mild steel plate of side bears pulling force, and rubber pad bears pressure, can be straight when having higher tensile capacity, while being damaged after shaking
Replacement is connect, it is convenient and efficient, it is rapid to restore, using function, there is higher dissemination.
Description of the drawings
Fig. 1 is the utility model shear wall overall structure diagram；
Fig. 2 is the utility model tension and compression combined shock absorption and isolation component composition schematic diagram；
Fig. 3 is the utility model tension and compression combined shock absorption and isolation component connection diagram.
Reference numeral：1- tension and compression combined shock absorption and isolation components, 11- mild steel plates, the interior envelope steel plate of 12- levels, 13- rubber
Pad, 14- upsides covering steel plate, 15- downsides covering steel plate, 16- bolts, 2- reinforced concrete shear walls, 3- upper floor components,
4- lower floor surface members, 5- junction steel plates, the first junction steel plates of 51-, the second junction steel plates of 52-, 6- inner bolt sleeves, 61- are cut
Power screw shell within the walls, 62- flooring inner thread sleeves, 7- embedded bars, 71- shear wall embedded bars, 72- flooring pre-buried steels
Muscle, 8- high-strength bolts.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
As shown in Figures 1 to 3, the shear wall of the replaceable foot part component of a kind of novel belt, including upper floor component 3 and lower floor
Flooring component 4 and the reinforced concrete shear wall 2 being arranged between upper floor component 3 and lower floor surface member 4, the steel
Tension and compression combined shock absorption and isolation component 1 is provided at reinforced concrete shear wall 2 and the suspension column of 4 junction of lower floor surface member,
The tension and compression combined shock absorption and isolation component 1 is including being arranged on the mild steel plate 11 of both sides, the interior envelope steel plate 12 and upper and lower two of top and bottom
Covering steel plate (14, the 15) composition of side, is coated with stacking paving between the mild steel plate 11 of the both sides and the interior envelope steel plate 12 of both sides
If rubber pad 13, the interior envelope steel plate 12 and covering steel plate (14,15) are bolted；The tension and compression combined shock absorption and isolation
The shear wall inner thread sleeve 61 of both sides and intermediate shear wall embedded bar 71 are embedded in inside the shear wall on 1 top of component,
The flooring inner thread sleeve 62 of both sides is embedded in inside the lower floor surface member 4 of the tension and compression combined shock absorption and isolation component lower part 1
With intermediate flooring embedded bar 72, the tension and compression combined shock absorption and isolation component 1 is set with 2 junction of reinforced concrete shear wall
There is the first junction steel plate 51, the second junction steel plate 52, the upside covering steel are additionally provided with the junction of lower floor surface member 4
14 and first junction steel plate 51 of plate is fixed on reinforced concrete shear wall by high-strength bolt 8 with combination shearing wall inner thread sleeve 61
2 bottoms, the downside covering steel plate 15 and the second junction steel plate 52 coordinate flooring inner thread sleeve 62 to fix by high-strength bolt 8
On 4 top of lower floor surface member.
When it is implemented, the shear wall embedded bar 71 is welded to connect with first junction steel plate 51, the flooring
Embedded bar 72 is welded to connect with the second junction steel plate 52.
When it is implemented, the thickness of 51 and second junction steel plate 52 of the first junction steel plate is 25~30mm.
When it is implemented, the mild steel plate 11 uses LY225 steel.
The technology contents and technical characteristic of the utility model have revealed that as above those skilled in the art still may base
The replacement and modification without departing substantially from the utility model in essence are made in the teaching of the utility model, therefore, the utility model protection
Range is not limited to the revealed content of embodiment, also including various replacements and modification without departing substantially from the utility model in essence.
Claims (4)
1. a kind of shear wall of the replaceable foot part component of novel belt, it is characterised in that：Including upper floor component and lower floor's flooring
Component and the reinforced concrete shear wall being arranged between upper floor component and lower floor surface member, the armored concrete
Tension and compression combined shock absorption and isolation component, the tension and compression combination are provided at shear wall and the suspension column of the lower floor surface member junction
Shock absorption and isolation component includes the covering steel plate composition for being arranged on the mild steel plate of both sides, the interior envelope steel plate of top and bottom and upper and lower both sides,
The rubber pad of stack paving, the interior envelope steel plate and covering are coated between the mild steel plate of the both sides and the interior envelope steel plate of both sides
Steel plate is bolted；It is embedded in the shear wall of both sides inside the shear wall on the tension and compression combined shock absorption and isolation component top
Screw shell and intermediate shear wall embedded bar, inside the lower floor surface member of the tension and compression combined shock absorption and isolation component lower part
It is embedded in the flooring inner thread sleeve of both sides and intermediate flooring embedded bar, the tension and compression combined shock absorption and isolation component and reinforcing bar
Concrete shear force wall junction is provided with the first junction steel plate, and being additionally provided with second with the junction of lower floor surface member connect steel
Plate, the upside covering steel plate and the first junction steel plate are fixed on reinforcing bar with combination shearing wall inner thread sleeve by high-strength bolt and mix
Solidifying soil shear wall bottom, the downside covering steel plate and the second junction steel plate coordinate flooring inner thread sleeve to consolidate by high-strength bolt
It is scheduled on lower floor surface member top.
2. the shear wall of the replaceable foot part component of novel belt according to claim 1, it is characterised in that：The shear wall is pre-
It buries reinforcing bar to be welded to connect with first junction steel plate, the flooring embedded bar is welded to connect with the second junction steel plate.
3. the shear wall of the replaceable foot part component of novel belt according to claim 1, it is characterised in that：First connection
The thickness of steel plate and the second junction steel plate is 25~30mm.
4. the shear wall of the replaceable foot part component of novel belt according to claim 1, it is characterised in that：The mild steel plate is adopted
With LY225 steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721533634.9U CN207512964U (en) | 2017-11-16 | 2017-11-16 | A kind of shear wall of the replaceable foot part component of novel belt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721533634.9U CN207512964U (en) | 2017-11-16 | 2017-11-16 | A kind of shear wall of the replaceable foot part component of novel belt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207512964U true CN207512964U (en) | 2018-06-19 |
Family
ID=62538904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721533634.9U Expired - Fee Related CN207512964U (en) | 2017-11-16 | 2017-11-16 | A kind of shear wall of the replaceable foot part component of novel belt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207512964U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914641A (en) * | 2019-03-22 | 2019-06-21 | 西安建筑科技大学 | A kind of replaceable energy consumption toe of wall component and the orthogonal laminated wood wall with the component |
| CN109972501A (en) * | 2019-05-08 | 2019-07-05 | 福州大学 | A kind of Novel swing Self-resetting bridge pier with energy-consuming device and its application |
| CN110387990A (en) * | 2019-04-26 | 2019-10-29 | 上海应用技术大学 | A kind of vertically arranged sandwich rubber cushion connecting node of assembly concrete shear wall structure and its construction method |
-
2017
- 2017-11-16 CN CN201721533634.9U patent/CN207512964U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914641A (en) * | 2019-03-22 | 2019-06-21 | 西安建筑科技大学 | A kind of replaceable energy consumption toe of wall component and the orthogonal laminated wood wall with the component |
| CN109914641B (en) * | 2019-03-22 | 2024-01-26 | 西安建筑科技大学 | Replaceable energy dissipation wall toe component and orthogonal glued wood wall body with same |
| CN110387990A (en) * | 2019-04-26 | 2019-10-29 | 上海应用技术大学 | A kind of vertically arranged sandwich rubber cushion connecting node of assembly concrete shear wall structure and its construction method |
| CN109972501A (en) * | 2019-05-08 | 2019-07-05 | 福州大学 | A kind of Novel swing Self-resetting bridge pier with energy-consuming device and its application |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180619 Termination date: 20181116 |