CN204781435U - Novel shear wall structure - Google Patents
Novel shear wall structure Download PDFInfo
- Publication number
- CN204781435U CN204781435U CN201520510818.8U CN201520510818U CN204781435U CN 204781435 U CN204781435 U CN 204781435U CN 201520510818 U CN201520510818 U CN 201520510818U CN 204781435 U CN204781435 U CN 204781435U
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- CN
- China
- Prior art keywords
- shear wall
- wall structure
- newel post
- honeycomb
- roof beam
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Abstract
The utility model discloses a novel shear wall structure, include to retrain even roof beam of concrete newel post, welding ring type stirrup, high strength bolt, vertical distribution muscle, horizontal distribution muscle and overhanging formula end plate honeycomb, the cladding of welding ring type stirrup is in retraining concrete newel post periphery, and vertical distribution muscle and horizontal distribution muscle are 90 crisscross settings, and overhanging formula end plate honeycomb even roof beam passes through high strength bolt and retrain concrete newel post to connect. The utility model discloses simple structure, design benefit, through the change to the shear wall structure, the bearing capacity of improvement shear wall structure adopts even roof beam of honeycomb formula between the newel post of shear force wall, and the honeycomb formula even component parts of "gong" font strengthening rib of roof beam adopts welded mode rigid coupling, and the improvement is the flexural rigidity of roof beam even to be provided with circular through -hole on "gong" font strengthening rib, practice thrift steel, and convenient the change.
Description
Technical field
The utility model relates to technical field of buildings, is specifically related to a kind of novel shear wall structure.
Background technology
Shear wall structure is the beam column replaced with reinforced concrete wall panel in frame construction, the internal force that all kinds of load causes can be born, and can the horizontal force of effective control structure, this reinforced concrete wall panel bears structure that is vertical and horizontal force and is called shear wall structure, and this structure is used in a large number in high-story house.Shear wall structure refers to that vertical and horizontal major bearing structures is all the structure of structural wall, when body of wall is in position suitable in building, they can form a kind of structural system of effective opposing horizontal force, simultaneously, the segmentation effect to space can be played again, the height of structural wall is general equal with the height in whole house, from basic until roof, up to tens meters or more than 100 meter; Its width, then depending on the layout of architectural plane, is generally several meters to tens meters.On building, most horizontal force or horizontal shear are assigned on structural wall usually, and the shear wall supporting capacity in existing building is not very strong, and during generation earthquake, body of wall easily damages, and is difficult to repair.
Utility model content
In order to solve the problem, the utility model provides a kind of novel shear wall structure, its object is to: by the change to shear wall structure, improve the bearing capacity of shear wall structure, between the newel post of shear wall, adopt honeycomb fashion coupling beam, improve the bending rigidity of coupling beam, saving steel, and be convenient for changing.
The utility model technical solution:
A kind of novel shear wall structure, it is characterized in that: described a kind of novel shear wall structure comprises confined concrete newel post, welding ring type stirrup, high-strength bolt, vertical distribution bar, horizontal distribution muscle and endplate connections honeycomb coupling beam, it is peripheral that described welding ring type stirrup is coated on confined concrete newel post, described vertical distribution bar and horizontal distribution muscle are 90 ° and are crisscross arranged, and described endplate connections honeycomb coupling beam is connected with confined concrete newel post by high-strength bolt.
Described endplate connections honeycomb coupling beam comprises concrete column and reinforcing rib.
Described reinforcing rib is " エ " font, and described " エ " font reinforcing rib is provided with manhole.
Described manhole diameter is 10-14cm.
Described " エ " font reinforcing rib comprises both sides fixed head, two transverse slats and a riser, and it is affixed that two transverse slats and riser pass through welding manner, and two transverse slats, riser and both sides fixed heads are affixed by welding manner.
Described both sides fixed head is connected with confined concrete newel post by high-strength bolt.
The utility model beneficial effect:
The utility model structure is simple, design ingenious, by the change to shear wall structure, improve the bearing capacity of shear wall structure, adopt honeycomb fashion coupling beam between the newel post of shear wall, the ingredient of " エ " font reinforcing rib of honeycomb fashion coupling beam adopts the mode of welding affixed, improve the bending rigidity of coupling beam, and on " エ " font reinforcing rib, be provided with manhole, saving steel, and be convenient for changing.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model reinforcing rib structure schematic diagram.
Fig. 3 is the utility model reinforcing rib syndeton schematic diagram.
Detailed description of the invention
Below in conjunction with accompanying drawing and specific works process, the utility model is described further.
A kind of novel shear wall structure, comprise confined concrete newel post 1, welding ring type stirrup 2, high-strength bolt 3, vertical distribution bar 4, horizontal distribution muscle 5 and endplate connections honeycomb coupling beam 6, it is peripheral that welding ring type stirrup 2 is coated on confined concrete newel post 1, vertical distribution bar 4 and horizontal distribution muscle 5 are crisscross arranged in 90 ° of angles, endplate connections honeycomb coupling beam 6 is connected with confined concrete newel post 1 by high-strength bolt 3, endplate connections honeycomb coupling beam 6 comprises concrete column 7 and reinforcing rib 8, reinforcing rib 8 is " エ " font, " エ " font reinforcing rib 8 is provided with manhole 9, manhole 9 diameter is 10-14cm, " エ " font reinforcing rib 8 comprises both sides fixed head 10, two transverse slats 11 and a riser 12, it is affixed that two transverse slats 11 and riser 12 pass through welding manner, two transverse slats, it is affixed that riser 12 and both sides fixed head 10 pass through welding manner, both sides fixed head 10 is connected with confined concrete newel post 1 by high-strength bolt 3.
Specific works process:
It is peripheral that welding ring type stirrup 2 is coated on confined concrete newel post 1, reinforcing rib 8 in endplate connections honeycomb coupling beam 6 is connected with confined concrete newel post 1 by high-strength bolt 3, reinforcing rib 8 is " エ " font, " エ " font reinforcing rib 8 is provided with manhole 9, manhole 9 diameter is 10-14cm, " エ " font reinforcing rib 8 comprises both sides fixed head 10, two transverse slats 11 and a riser 12, it is affixed that two transverse slats 11 and riser 12 pass through welding manner, two transverse slats, it is affixed that riser 12 and both sides fixed head 10 pass through welding manner, both sides fixed head 10 is connected with confined concrete newel post 1 by high-strength bolt 3, according to welding standard, reinforcement rigidity of soft tissues after welding 8 degree is higher than the structure of formula all day, improve the bending rigidity of coupling beam, and on " エ " font reinforcing rib 8, be provided with manhole 9, concrete is filled with in manhole 9, bending rigidity does not reduce, steel are saved, and be convenient for changing.
To sum up, the utility model produces a desired effect.
Claims (6)
1. a novel shear wall structure, it is characterized in that: described a kind of novel shear wall structure comprises confined concrete newel post, welding ring type stirrup, high-strength bolt, vertical distribution bar, horizontal distribution muscle and endplate connections honeycomb coupling beam, it is peripheral that described welding ring type stirrup is coated on confined concrete newel post, described vertical distribution bar and horizontal distribution muscle are 90 ° and are crisscross arranged, and described endplate connections honeycomb coupling beam is connected with confined concrete newel post by high-strength bolt.
2. a kind of novel shear wall structure according to claim 1, is characterized in that: described endplate connections honeycomb coupling beam comprises concrete column and reinforcing rib.
3. a kind of novel shear wall structure according to claim 2, is characterized in that: described reinforcing rib is " エ " font, and described " エ " font reinforcing rib is provided with manhole.
4. a kind of novel shear wall structure according to claim 3, is characterized in that: described manhole diameter is 10-14cm.
5. a kind of novel shear wall structure according to claim 3, it is characterized in that: described " エ " font reinforcing rib comprises both sides fixed head, two transverse slats and a riser, it is affixed that two transverse slats and riser pass through welding manner, and two transverse slats, riser and both sides fixed heads are affixed by welding manner.
6. a kind of novel shear wall structure according to claim 5, is characterized in that: described both sides fixed head is connected with confined concrete newel post by high-strength bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520510818.8U CN204781435U (en) | 2015-07-15 | 2015-07-15 | Novel shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520510818.8U CN204781435U (en) | 2015-07-15 | 2015-07-15 | Novel shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204781435U true CN204781435U (en) | 2015-11-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520510818.8U Expired - Fee Related CN204781435U (en) | 2015-07-15 | 2015-07-15 | Novel shear wall structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN204781435U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN107130708A (en) * | 2017-06-28 | 2017-09-05 | 华南理工大学 | A kind of overlap welding stirrup and method for improving ductility of sheer wall |
-
2015
- 2015-07-15 CN CN201520510818.8U patent/CN204781435U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN107130708A (en) * | 2017-06-28 | 2017-09-05 | 华南理工大学 | A kind of overlap welding stirrup and method for improving ductility of sheer wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20151118 Termination date: 20160715 |