CN202007535U - Supporting reinforcing structure - Google Patents
Supporting reinforcing structure Download PDFInfo
- Publication number
- CN202007535U CN202007535U CN2010206335097U CN201020633509U CN202007535U CN 202007535 U CN202007535 U CN 202007535U CN 2010206335097 U CN2010206335097 U CN 2010206335097U CN 201020633509 U CN201020633509 U CN 201020633509U CN 202007535 U CN202007535 U CN 202007535U
- Authority
- CN
- China
- Prior art keywords
- structural
- angle brace
- described angle
- reinforcement structure
- bracing reinforcement
- 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
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a supporting reinforcing structure. A body of the structure of the supporting reinforcing structure comprises structural columns (walls) and a structural beam. The supporting reinforcing structure is characterized in that: each joint between the top end of each structural column (wall) and the structural beam is provided with a knee brace. An included angle between the knee brace and a horizontal surface is 30-60 DEG. One end of each knee brace is connected with the beam, and the other end is connected with the column or the wall. The application of the structure can greatly reduce an amount of the ribs which are configured at the end of the beam thereby steeling a problem of high difficulty in reinforcing the beam end. When the knee brace is the buckling restrained energy-dissipation brace, the reinforced structure has a function of consuming the earthquake energy and is beneficial for the structure safety.
Description
Technical field
The utility model belongs to building structure field, relates in particular to a kind of bracing reinforcement structure.
Background technology
Often run into the situation that load increases or fortification intensity improves of structure in the structure of modification, the negative influential point of tendons of the end of frame girder of structure significantly increases when running into these situations, general method of reinforcing is an enlarging section, paste the method for carbon fiber or steel plate, but these methods are difficult to produce a desired effect owing to be subjected to the influence of post.For example, paste carbon fiber by the both sides at the back post when adopting carbon fiber reinforcement, carbon fiber is limited to the direct consolidation effect of beam like this, and same steel-bonded reinforcement also has such problem.And when adopting the mode of enlarging section, complex procedures, formwork, bar planting, concretings etc. are more loaded down with trivial details, and running into a large amount of framework back muscle influences very big to the strengthening construction cycle when not enough.
The utility model content
The purpose of this utility model is the defective at above-mentioned prior art, proposes a kind of stress that can change beam, reduce the moment of flexure of beam end, thereby reduce its arrangement of reinforcement, thus the bracing reinforcement structure that solves the problems of the technologies described above.
For achieving the above object, the utility model adopts following technical scheme:
A kind of bracing reinforcement structure, its structural body comprise structural column (wall) and structural beams, it is characterized in that, near structural column (wall) top and structural beams junction angle brace are set, and the angle of described angle brace and horizontal plane is 30 °～60 °.
Described angle brace is that steel work supports or prevents that flexing supports, and can control its rigidity when described angle brace supports for anti-flexing, brings into play better consolidation effect.
The link position of described angle brace and beam is positioned at the bottom of beam or is positioned at the side of beam.
Described angle brace adopts hinged or affixed with being connected of structural body.
Described angle brace can be connected by bindiny mechanism with structural body, and syndeton is pin or gusset plate, and bindiny mechanism adopts chemical anchor bolts to be connected with structural body or steel encloses the cover connection.
The utility model changes the stress of beam by adopting the mode that angle brace is set in beam end, reduce the moment of flexure of beam end, thereby reduce its arrangement of reinforcement, realized indirect reinforcing to beam, solved the difficulty of strengthening construction, guaranteed consolidation effect, also have following beneficial effect simultaneously: beam-ends moment of flexure and arrangement of reinforcement reduce in a large number, make the more reasonable stress of structure; Working procedure is simple, and is little to the influence of structure, compares with traditional approach, and this method can be avoided operations such as formwork, concreting; Quick for installation, speed of application is fast; Can form the energy-dissipation structure system with structural body when adopting bracing reinforcement, avoid the too early formation of beam end plastic hinge; Can avoid using headroom to impact by the position of adjusting angle brace to structure.
Description of drawings
Fig. 1 is the structural representation of an embodiment of the present utility model.
Fig. 2 is the structural representation of another embodiment of the present utility model.
The specific embodiment
In order to make technological means of the present invention, creation characteristic, to reach purpose and effect is easy to understand,, further set forth the present invention below in conjunction with drawings and Examples.
Embodiment 1:
As shown in Figure 1, a kind of bracing reinforcement structure of the present utility model, its structural body comprises structural column (wall) 1 and structural beams 2, near structural column (wall) 1 top and structural beams 2 junctions angle brace 3 is set, described angle brace 3 is 40 ° with the angle of horizontal plane.
Described angle brace 3 supports for anti-flexing, and better consolidation effect is brought into play in the effect with earthquake energy.
The link position of described angle brace 3 and structural beams 2 is positioned at the side of structural beams 2, adopts affixed mode to connect.
Described angle brace 3 is connected by pin 4 with structural column (wall) 1, and pin 4 adopts chemical anchor bolts 5 to be connected with structural column (wall) 1.
Embodiment 2:
As shown in Figure 2, a kind of bracing reinforcement structure of the present utility model, its structural body comprises structural column (wall) 1 and structural beams 2, near structural column (wall) 1 top and structural beams 2 junctions angle brace 3 is set, described angle brace 3 is 45 ° with the angle of horizontal plane.
Described angle brace 3 supports for anti-flexing, and the link position of described angle brace 3 and structural beams 2 is positioned at the bottom of structural beams 2, and described angle brace 3 is connected by pin 4 with structural beams 2 with structural column (wall) 1, and pin 4 adopts chemical anchor bolts 5 to be connected with structural column (wall) 1.
More than show and described basic principle of the present utility model, principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present utility model; the utility model also has various changes and modifications under the prerequisite that does not break away from the utility model spirit and scope, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (5)
1. bracing reinforcement structure, its structural body comprises structural column and structural beams, it is characterized in that, near structural column top and structural beams junction angle brace is set, the angle of described angle brace and horizontal plane is at 30 °～60 °.
2. bracing reinforcement structure according to claim 1 is characterized in that, described angle brace is that steel work supports or prevents that flexing supports that described angle brace adopts hinged or affixed with being connected of structural body.
3. bracing reinforcement structure according to claim 1 is characterized in that, the link position of described angle brace and beam is positioned at the bottom of beam or is positioned at the side of beam.
4. bracing reinforcement structure according to claim 1 is characterized in that, described angle brace adopts hinged or affixed with being connected of structural body.
5. bracing reinforcement structure according to claim 1 is characterized in that described angle brace is connected by bindiny mechanism with structural body, and syndeton is pin or gusset plate, and bindiny mechanism adopts chemical anchor bolts to be connected with structural body or steel encloses the cover connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206335097U CN202007535U (en) | 2010-11-30 | 2010-11-30 | Supporting reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206335097U CN202007535U (en) | 2010-11-30 | 2010-11-30 | Supporting reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202007535U true CN202007535U (en) | 2011-10-12 |
Family
ID=44749191
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206335097U Expired - Fee Related CN202007535U (en) | 2010-11-30 | 2010-11-30 | Supporting reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202007535U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652600A (en) * | 2015-02-25 | 2015-05-27 | 海南大学 | Recoverable function framework structure system |
| CN104674944A (en) * | 2015-02-09 | 2015-06-03 | 海南大学 | Novel recoverable functional frame-supporting structure system |
| CN108005251A (en) * | 2018-01-26 | 2018-05-08 | 北京建院科技发展有限公司 | A kind of assembled angle brace carrying energy dissipation brace and its construction method |
| CN108086516A (en) * | 2018-01-26 | 2018-05-29 | 北京建院科技发展有限公司 | A kind of armpit support formula carrying energy dissipation brace and its construction method |
| CN108560705A (en) * | 2018-02-13 | 2018-09-21 | 上海建工五建集团有限公司 | The connecting node and construction method of assembled integral energy consumption frame |
| CN110388089A (en) * | 2019-07-30 | 2019-10-29 | 熊美俊 | A kind of connection joints of steel structure reinforcement structure |
-
2010
- 2010-11-30 CN CN2010206335097U patent/CN202007535U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674944A (en) * | 2015-02-09 | 2015-06-03 | 海南大学 | Novel recoverable functional frame-supporting structure system |
| CN104652600A (en) * | 2015-02-25 | 2015-05-27 | 海南大学 | Recoverable function framework structure system |
| CN108005251A (en) * | 2018-01-26 | 2018-05-08 | 北京建院科技发展有限公司 | A kind of assembled angle brace carrying energy dissipation brace and its construction method |
| CN108086516A (en) * | 2018-01-26 | 2018-05-29 | 北京建院科技发展有限公司 | A kind of armpit support formula carrying energy dissipation brace and its construction method |
| CN108005251B (en) * | 2018-01-26 | 2023-09-19 | 北京建院科技发展有限公司 | Assembled corner support bearing energy dissipation support and construction method thereof |
| CN108086516B (en) * | 2018-01-26 | 2023-09-26 | 北京建院科技发展有限公司 | Axillary bracing type bearing energy dissipation brace and construction method thereof |
| CN108560705A (en) * | 2018-02-13 | 2018-09-21 | 上海建工五建集团有限公司 | The connecting node and construction method of assembled integral energy consumption frame |
| CN110388089A (en) * | 2019-07-30 | 2019-10-29 | 熊美俊 | A kind of connection joints of steel structure reinforcement structure |
| CN110388089B (en) * | 2019-07-30 | 2021-01-22 | 广州亚泰建筑设计院有限公司 | Steel construction connected node additional strengthening |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202007535U (en) | Supporting reinforcing structure | |
| CN201972237U (en) | Section prefabricated rectangular steel pipe concrete truss | |
| CN201339250Y (en) | Stiffness structure framework beam preformed steel reinforcement framework structure | |
| CN201972269U (en) | Prefabricated reinforcing steel bar concrete shear wall | |
| CN206903022U (en) | A kind of steel bar truss floor support plate | |
| CN105350454A (en) | Steel arch rib outer wrapped concrete construction method for steel trussed arch bridge | |
| CN202937005U (en) | Cast-in-situ concrete beam lateral template reinforcement device | |
| CN102758494B (en) | Composite steel plate shear wall with angle steel | |
| CN204282544U (en) | A kind of joint reinforcing and energy consuming mechanism | |
| CN108104267A (en) | H profile steel column and I-beam flat push type dovetail assembling frame Joint design method | |
| CN109653357A (en) | A kind of buckling-restrained assembled beam-column combined joint of the recoverable function of modularized design | |
| CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
| CN106013014B (en) | A kind of jacked piles with small section side wall lining formwork erection constructing device | |
| CN203066352U (en) | Self-supporting type special-shaped steel-encased-concrete composite beam | |
| CN103046743B (en) | A kind of Super High conversion layer steel reinforced concrete crossbeam suspension type form bracing system and construction method | |
| CN201908665U (en) | Movable variable-cross section lining trolley | |
| CN103993739A (en) | Method for constructing stiff beam of spraying layer of prilling tower | |
| CN202787563U (en) | Combined steel plate shear wall | |
| CN103061444B (en) | Self-supporting deformed steel-encased concrete composite beam | |
| CN106320699A (en) | Quick disassembling and assembling method for truss type formwork bracket system | |
| CN2490261Y (en) | Device for changing and supporting post of house by structural steel | |
| CN203569485U (en) | Steel truss beam elevation adjusting device | |
| CN204781435U (en) | Novel shear wall structure | |
| CN210917735U (en) | Supporting jig frame structure for large-span prestressed inhaul cable structure | |
| CN209686924U (en) | A kind of large volume arc concrete steel lattice supporting framework |
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: 20111012 Termination date: 20171130 |