CN209568573U - A kind of novel reinforced structure of shear wall - Google Patents
A kind of novel reinforced structure of shear wall Download PDFInfo
- Publication number
- CN209568573U CN209568573U CN201822207296.0U CN201822207296U CN209568573U CN 209568573 U CN209568573 U CN 209568573U CN 201822207296 U CN201822207296 U CN 201822207296U CN 209568573 U CN209568573 U CN 209568573U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- wall
- lacing wire
- interconnecting piece
- transverse bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model relates to build the technical field of manufacture, it is related to a kind of novel reinforced structure of shear wall, including with same wall connecting, and it presents, the shear wall of lower relationship, the ruggedized construction is poured by steel component and concrete layer and is constituted, steel component includes the plate muscle through wall, the fixed top mounting subassembly with upper shear wall, the fixed lower fixation kit with lower shear wall, the both ends that plate muscle stretches out wall bend composition respectively interconnecting piece, the overbending direction of two interconnecting pieces is opposite, top mounting subassembly and lower fixation kit are by several transverse bars, vertical bar and lacing wire combination are constituted, transverse bar and vertical bar cross weld, lacing wire bending is U-shaped, lacing wire is hung on transverse bar, and two connecting pin is inserted into upper shear wall and lower shear wall, transverse bar be against on interconnecting piece and with interconnecting piece electric welding connection, the utility model reinforcement ability is strong, it can be big The ability of the strong shearing force wall that increases receiving horizontal load and ballast load.
Description
Technical field
The utility model relates to build the technical field of manufacture, more specifically, it relates to which a kind of shear wall is novel
Ruggedized construction.
Background technique
Shear wall is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall.It is primarily subjected to wind load in house or structures or earthquake is made
With the wall of caused horizontal loading and vertical load gravity, prevent structure shear from destroying.General shear wall is bearing external force
Under the action of, it is easily damaged under powerful ballast load and horizontal load effect.It can be arranged to meet the requirements for connecting
The ruggedized construction of upper and lower shear wall, but to play reinforcement ability relatively weak for the ruggedized construction of the prior art.
Summary of the invention
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of reinforcement ability is strong, it can be significantly
Enhance the novel reinforced structure that shear wall bears the ability of horizontal load and ballast load.
To achieve the above object, the utility model provides following technical solution:
A kind of novel reinforced structure of shear wall, including with same wall connecting and going to upper and lower the shear wall of relationship,
Ruggedized construction is poured by steel component and concrete layer and is constituted, and steel component includes solid through the plate muscle of wall and upper shear wall
The lower fixation kit that fixed top mounting subassembly and lower shear wall are fixed, the both ends that plate muscle stretches out wall bend composition respectively company
Socket part, the overbending direction of two interconnecting pieces is on the contrary, top mounting subassembly and lower fixation kit are combined by several transverse bars, vertical bar and lacing wire
It constitutes, transverse bar and vertical bar cross weld, lacing wire bending is U-shaped, and lacing wire is hung on transverse bar and shears in the insertion of two connecting pin
In wall and lower shear wall, transverse bar be against on interconnecting piece and with interconnecting piece electric welding connection.
By using above-mentioned technical proposal, it is curved that plate muscle is passed through to two parts that plate muscle is stretched out wall head again after wall first
Folding constitutes interconnecting piece, and two connecting pins of lacing wire are inserted into shear wall and lower shear wall, then the transverse bar on corresponding position is inserted into
In the U-shaped end of interconnecting piece and lacing wire, it then will be welded and fixed again after transverse bar and the arrangement of vertical bar cross modal, finally pour mixed mud
Earth forming ruggedized construction.Plate muscle, lacing wire, transverse bar and vertical bar directly realize connection relationship, so that the structural strength of ruggedized construction
It is more powerful, and then enhance the ability that shear wall bears horizontal load and ballast load.
The utility model is further arranged to: being had on the U-shaped end of the lacing wire and is used for the perforative ring of transverse bar, ring
Inner wall has anti-slip rubber.
By using above-mentioned technical proposal, the setting of ring improves transverse bar and the direct connective stability of lacing wire, anti-skidding
Rigidity abrasion and negative load between the two is effectively reduced in the setting of rubber.
The utility model is further arranged to: by two reinforcing bars by being welded with lath, lath is placed in the vertical bar
Between two reinforcing bars.
By using above-mentioned technical proposal, in order to improve the structural strength of vertical bar itself, so using two reinforcing bars and gold
Belong to the structure setting of lath.This kind of structure is 10 times of traditional structure intensity.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of lacing wire.
The structural schematic diagram of the position Fig. 3 plate muscle.
Specific embodiment
The embodiments of the present invention are described further referring to figs. 1 to Fig. 3.
The present embodiment specific structure: including connecting and going to upper and lower the shear wall of relationship with same wall 1, ruggedized construction by
Steel component and concrete layer pour composition, and steel component includes the upper of plate muscle 3 and upper shear wall 21 fixation through wall 1
The lower fixation kit that fixation kit and lower shear wall 22 are fixed.
The both ends that plate muscle 3 stretches out wall 1, which bends to constitute respectively, an interconnecting piece 3a, the overbending direction of two interconnecting piece 3a on the contrary,
Top mounting subassembly and lower fixation kit are made of several transverse bars 52, vertical bar 51 and lacing wire 53 combination, and transverse bar 52 and vertical bar 51 are handed over
Fork welding.
Lacing wire 53 bend it is U-shaped, lacing wire 53 is hung on transverse bar 52 and two connecting pin be inserted into upper shear wall 21 and under cut
In power wall 22, transverse bar 52 be against on interconnecting piece 3a and with interconnecting piece 3a electric welding connection.
Two parts bending that plate muscle 3 stretches out wall 1 is constituted into interconnecting piece 3a again after plate muscle 3 is passed through wall 1 first, it will
Lacing wire 53 two connecting pins insertion shear wall and lower shear wall 22 in, then by corresponding position transverse bar 52 be inserted into interconnecting piece 3a and
In the U-shaped end of lacing wire 53, it then will be welded and fixed again after transverse bar 52 and the arrangement of 51 cross modal of vertical bar, finally pour mixed mud
Form ruggedized construction.Plate muscle 3, lacing wire 53, transverse bar 52 and vertical bar 51 directly realize connection relationship, so that the structure of ruggedized construction
Intensity is more powerful, and then enhances the ability that shear wall bears horizontal load and ballast load.
Have on the U-shaped end of lacing wire 53 and be used for the perforative ring 531 of transverse bar 52,531 inner wall of ring has anti-slip rubber.
The setting of ring 531 improves transverse bar 52 and the direct connective stability of lacing wire 53, and the setting of anti-slip rubber is effective
Reduce rigidity abrasion and negative load between the two.
Vertical bar 51 is passed through by two reinforcing bars 511 and lath 512 is welded, and lath 512 is placed between two reinforcing bars 511.
In order to improve the structural strength of vertical bar 51 itself, so using the structure setting of two reinforcing bars 511 and laths of metal 512.This kind
Structure is 10 times of traditional structure intensity.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, the skill of this field
Art personnel carry out common variations and alternatives within the scope of technical solutions of the utility model should be included in the guarantor of the utility model
It protects in range.
Claims (3)
1. a kind of novel reinforced structure of shear wall, including with same wall connecting and going to upper and lower the shear wall of relationship, institute
It states ruggedized construction and is poured by steel component and concrete layer and constituted, it is characterized in that: the steel component includes the plate through wall
The lower fixation kit that muscle and the fixed top mounting subassembly of upper shear wall and lower shear wall are fixed, plate muscle stretch out the both ends point of wall
Wan Zhe not constitute has interconnecting piece, the overbending directions of two interconnecting pieces on the contrary, top mounting subassembly and lower fixation kit by several transverse bars,
Vertical bar and lacing wire combination are constituted, and transverse bar and vertical bar cross weld, lacing wire bending is U-shaped, and lacing wire is hung on transverse bar and two connects
End is connect to be inserted into upper shear wall and lower shear wall, transverse bar be against on interconnecting piece and with interconnecting piece electric welding connection.
2. the novel reinforced structure of a kind of shear wall according to claim 1, it is characterized in that: the U-shaped end of the lacing wire
Have on head and be used for the perforative ring of transverse bar, ring inner wall has anti-slip rubber.
3. the novel reinforced structure of a kind of shear wall according to claim 2, it is characterized in that: the vertical bar is by two steel
By being welded with lath, lath is placed between two reinforcing bars muscle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822207296.0U CN209568573U (en) | 2018-12-26 | 2018-12-26 | A kind of novel reinforced structure of shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822207296.0U CN209568573U (en) | 2018-12-26 | 2018-12-26 | A kind of novel reinforced structure of shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209568573U true CN209568573U (en) | 2019-11-01 |
Family
ID=68331104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822207296.0U Expired - Fee Related CN209568573U (en) | 2018-12-26 | 2018-12-26 | A kind of novel reinforced structure of shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209568573U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227752A (en) * | 2020-10-26 | 2021-01-15 | 李多芹 | Precast shear wall reinforced structure |
-
2018
- 2018-12-26 CN CN201822207296.0U patent/CN209568573U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227752A (en) * | 2020-10-26 | 2021-01-15 | 李多芹 | Precast shear wall reinforced structure |
| CN112227752B (en) * | 2020-10-26 | 2022-07-19 | 临沂天鑫建筑加固工程有限公司 | Precast shear wall reinforced structure |
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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: 20191101 Termination date: 20211226 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |