CN208815979U - A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced - Google Patents
A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced Download PDFInfo
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- CN208815979U CN208815979U CN201821354493.9U CN201821354493U CN208815979U CN 208815979 U CN208815979 U CN 208815979U CN 201821354493 U CN201821354493 U CN 201821354493U CN 208815979 U CN208815979 U CN 208815979U
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Abstract
The utility model relates to a kind of wall anti-side energy-consuming devices that the corrugated steel for modular architectural is reinforced, applied in the individual module of modular architectural, wherein individual module includes module bottom beam, module top beam and column, anti-side energy-consuming device is symmetrically arranged in individual module two sides, and is set between column and column；Wherein anti-side energy-consuming device includes corrugated steel and edge constraint steel plate, and corrugated steel is arranged between module bottom beam and module top beam, and one end is fixed on module bottom beam, and the other end is fixed on module top beam；Constraint steel plate is separately positioned on the two sides of corrugated steel, and corrugated steel is clipped between two constraint steel plates.The device can increase the stability of single building block, and then improve the stability of monolithic architecture module, can promote the technological innovation of modular architectural.
Description
Technical field
Reinforce the utility model relates to field of house buildings more particularly to a kind of corrugated steel for modular architectural
Wall anti-side energy-consuming device.
Background technique
With the continuous development of Building technology, modular architectural technology is excellent because its mechanization degree is high, speed of application is fast etc.
Point gradually becomes key technology in construction industry.However, modular architectural technology is mainly used in low-rise building at present, in multilayer and
Application in the above building is very few, wherein Lateral Resistant System be the key that limitation modular architectural Technique Popularizing application because
Element.Current modular architectural Lateral Resistant System is generally divided into three kinds of sides such as concrete core cylinder, steel frame and module filled type
Formula.
Concrete core cylinder and module filled type system mainly use a large amount of concrete cast in situs operation, construction week
Phase is long, lot of materials is be easy to cause to waste and seriously pollute environment, and prefabricated concrete core cylinder is vertically connected and hung
Dress is difficult, it is difficult to meet building block technique efficient quick and the high requirement of industrialization degree.And the module in module filled type system
It is arranged mainly around Core Walls Structure, is difficult to building plane layout.Although steel frame system production and it is easy to use, using
Vibration is obvious in the process, stability is poor.
Utility model content
The purpose of this utility model is to overcome in place of above-mentioned the deficiencies in the prior art, provide one kind to build for modularization
The wall anti-side energy-consuming device that the corrugated steel built is reinforced.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced, applied to modular architectural
In individual module, wherein individual module includes module bottom beam, module top beam and column, and anti-side energy-consuming device is symmetrically arranged in single mould
Block two sides, and be set between the column and the column；Anti-side energy-consuming device includes corrugated steel and edge constraint steel plate, the wave
Line steel plate is arranged between the module bottom beam and the module top beam, and one end is fixed on the module bottom beam, and the other end is fixed
In the module top beam；The constraint steel plate is separately positioned on the two sides of the corrugated steel, and the corrugated steel is clipped in two
Between a constraint steel plate.
Further, the corrugated steel is fixed between the module bottom beam and the module top beam with welding manner.
Further, the corrugated steel is corrugated cross-section steel plate.
Further, the constraint steel plate is arranged between the module bottom beam and the module top beam, and one end is fixed on
The module bottom beam, the other end are fixed on the module top beam.
Further, the constraint steel plate is rectangle steel.
Further, the constraint steel plate has identical height with the corrugated steel.
Further, the constraint steel plate is fixed between the module bottom beam and the module top beam with welding manner.
Further, the constraint steel plate is welded on the corrugated steel.
The utility model compared with prior art, is had the following advantages and beneficial effects:
1, in the utility model, it is connected by corrugated steel and constraint steel plate top with module top beam with welding manner, wave
Line steel plate and constraint steel plate bottom end are connected with module bottom beam with welding manner, and corrugated steel, constraint steel plate and the module of addition are total to
With external force is resisted, the stability of single building block can be increased, and then improve the stability of monolithic architecture module.
2, in the utility model, the corrugated steel is corrugated cross-section steel plate, which has surrender
Bearing capacity is strong, and corrugated cross-section steel plate bending, which forms diagonal tension field, in use can resist lateral load, thus
System performance is effectively ensured.Thick corrugated steel edge deformation and surrender in steel plate constraint are constrained, can effectively improve the anti-of module
Side and energy dissipation capacity and modular anti-seismic performance, the vibration (shake) for reducing modular construction is dynamic, and extension moduleization building is fitted
It, especially can be in a large amount of popularization and application in highlight lines area with range.
3, in the utility model, the corrugated steel and constraint steel plate integrated symmetric flexible arrangement can be in order to door and window holes
Mouth opens up；The setting is used in modular architectural individual module, the stability of single building block can be improved, and in building mould
After block is completed, can be improved building overall stability, while when building block assembles is more flexible, it is unfettered, can with gram
The defect of existing anti-side system is taken, the assembling of traditional modular building can be reduced suitably in order to improve the method for overall stability
It uses, improves modular architectural component rate, reduce working procedure, further shorten the construction period；The installation weight is light, lifting side
Just, the characteristics of component rate of structure can be improved, embody quick building block technique to high-efficiency and intense industrialization.
Detailed description of the invention
Corrugated steel and constraint steel plate layout drawing in Fig. 1 module.
Fig. 2 energy consumption corrugated steel and edge constraint steel plate and module top bottom beam connection figure
Fig. 3 is Fig. 2 energy consumption corrugated steel and edge constraint steel plate and module top bottom beam connection figure I-I sectional view
Fig. 4 is Fig. 2 energy consumption corrugated steel and edge constraint steel plate and module top bottom beam connection figure II-II sectional view
1- module top beam, 2- module bottom beam, 3- corrugated steel, 4- constrain steel plate, 5- fillet weld.
Specific embodiment
The present invention will be further described in detail with reference to the embodiments and the accompanying drawings, but the implementation of the utility model
Mode is without being limited thereto.
Particular content are as follows:
As shown in Figure 1, present embodiments providing a kind of wall anti-side consumption that the corrugated steel for modular architectural is reinforced
Can device, applied in the module of modular architectural, having column and beam, such as module top beam 1, module bottom beam 2 and column in module
(being not marked in figure)；Anti-side energy-consuming device in the present embodiment includes, including corrugated steel 3 and edge constraint steel plate 4, corrugated steel
Plate 3 is arranged between module bottom beam 2 and module top beam 1, and one end is fixed on module bottom beam 2, and the other end is fixed on module top beam 1；
Constraint steel plate 4 is separately positioned on the two sides of corrugated steel 3, and corrugated steel 3 is clipped between two constraint steel plates.
It include 3 He of corrugated steel in the wall anti-side energy-consuming device that the above-mentioned corrugated steel for modular architectural is reinforced
Steel plate 4 is constrained, is respectively arranged by the way that steel plate 4 will be constrained in 3 both sides of corrugated steel, passes through corrugated steel 3, constraint steel plate 4 and mould
Block top beam resists external force jointly, can increase the stability of individual module, and then improve the stability of monolithic architecture module, in turn
Solve the problems, such as poor seismic behavior in existing building building block technique.
Further, constraint steel plate 4 is fixed on ripple steel plate 3 with welding manner.Above-mentioned welding manner facilitates ripple
The installation of steel plate, and wall anti-side energy-consuming device stabilized structure.
It preferably, further include constraint steel plate, the corrugated steel 3 with constraint steel plate arrange in the module by integrated symmetric, can
In order to which door-window opening opens up；The setting is used in modular architectural individual module, the stability of individual module can be improved, and
After the completion of module assembled, building overall stability can be improved, while more flexible when module assembled, it is unfettered, can with gram
The defect of existing anti-side system is taken, the assembling of traditional modular building can be reduced suitably in order to improve the method for overall stability
It uses, improves modular architectural component rate, reduce working procedure, further shorten the construction period；The installation weight is light, lifting side
Just, the characteristics of component rate of structure can be improved, embody modular technology efficient quick and intense industrialization.
Further, corrugated steel 3 is fixed between module bottom beam 2 and module top beam 1 with welding manner.
Corrugated steel 3 and constraint 4 top of steel plate are connected with module top beam 1 with welding manner in the present embodiment, corrugated steel 3
And constraint 4 bottom end of steel plate is connected with module bottom beam 2 with welding manner.
Further, corrugated steel is corrugated cross-section steel plate.Further, constraint steel plate is rectangle steel.
Preferably, the corrugated steel 3 is the common medium plate of corrugated cross-section, and the constraint steel plate 4 cuts for rectangle
The common medium plate in face, thick corrugated steel has surrender bearing capacity strong in this, and the corrugated plating post-buckling stage forms diagonal
The field of force is to resist lateral load, it is ensured that system performance；It is middle thickness corrugated steel it is big relative to plate initial stiffness, ductility compared with
Height, energy dissipation capability is strong, and thick corrugated steel edge deformation and surrender in constraint steel plate constraint can effectively improve the anti-of module
Side and energy dissipation capacity and modular anti-seismic performance, the vibration (shake) for reducing modular construction is dynamic, and extension moduleization building is fitted
It, especially can be in a large amount of popularization and application in highlight lines area with range.
Preferably, constraint steel plate 4 has identical height with corrugated steel 3.
The above, only the utility model patent preferred embodiment, but the protection scope of the utility model patent is simultaneously
Not limited to this, anyone skilled in the art is in the range disclosed in the utility model patent, according to this
Technical solution and its utility model patent design of utility model patent are subject to equivalent substitution or change, belong to the utility model
The protection scope of patent.
Claims (8)
1. a kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced, the list applied to modular architectural
In a module, wherein individual module includes module bottom beam, module top beam and column, and anti-side energy-consuming device is symmetrically arranged in individual module
Two sides, and be set between the column and the column, which is characterized in that including corrugated steel and edge constraint steel plate, the ripple
Steel plate is arranged between the module bottom beam and the module top beam, and one end is fixed on the module bottom beam, and the other end is fixed on
The module top beam；The constraint steel plate is separately positioned on the two sides of the corrugated steel, and the corrugated steel is clipped in two
It constrains between steel plate.
2. anti-side energy-consuming device according to claim 1, it is characterised in that: the corrugated steel is fixed on welding manner
Between the module bottom beam and the module top beam.
3. anti-side energy-consuming device according to claim 1 or 2, it is characterised in that: the corrugated steel is corrugated cross-section
Steel plate.
4. anti-side energy-consuming device according to claim 3, it is characterised in that: the constraint steel plate is arranged at the module bottom
Between beam and the module top beam, one end is fixed on the module bottom beam, and the other end is fixed on the module top beam.
5. anti-side energy-consuming device according to claim 4, it is characterised in that: the constraint steel plate is rectangle steel.
6. anti-side energy-consuming device according to claim 4 or 5, it is characterised in that: the constraint steel plate and the corrugated steel
Plate has identical height.
7. anti-side energy-consuming device according to claim 6, which is characterized in that the constraint steel plate is fixed on welding manner
Between the module bottom beam and the module top beam.
8. anti-side energy-consuming device according to claim 1, which is characterized in that the constraint steel plate is welded on the corrugated steel
On plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821354493.9U CN208815979U (en) | 2018-08-21 | 2018-08-21 | A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821354493.9U CN208815979U (en) | 2018-08-21 | 2018-08-21 | A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced |
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| Publication Number | Publication Date |
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| CN208815979U true CN208815979U (en) | 2019-05-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821354493.9U Active CN208815979U (en) | 2018-08-21 | 2018-08-21 | A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629711A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of superposed type corrugated sheet steel wall Core Walls Structure-light gauge cold-formed steel shape composite wall structure |
-
2018
- 2018-08-21 CN CN201821354493.9U patent/CN208815979U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629711A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of superposed type corrugated sheet steel wall Core Walls Structure-light gauge cold-formed steel shape composite wall structure |
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