CN206337646U - A kind of high-performance framework damper frame barrel structure system - Google Patents
A kind of high-performance framework damper frame barrel structure system Download PDFInfo
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- CN206337646U CN206337646U CN201621462816.7U CN201621462816U CN206337646U CN 206337646 U CN206337646 U CN 206337646U CN 201621462816 U CN201621462816 U CN 201621462816U CN 206337646 U CN206337646 U CN 206337646U
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Abstract
The utility model discloses a kind of high-performance framework damper frame barrel structure system, the structural system is applied to skyscraper and high-rise building, and wherein frame part can use cast-in-place structural, can also use fabricated construction.The utility model advantage is, in terms of loading angle, and the System Framework post undertakes vertical load, and mild steel damping wall only undertakes horizontal shear, and stress is very clearly, rationally；In terms of energy-dissipating and shock-absorbing angle, under geological process, mild steel damps wall because low intensity is surrendered first, and then consumes larger seismic energy, plays the effect of damping；From the point of view of building industrialization, mild steel damping wall is prefabricated member in itself, coordinates assembling frame beam, frame column, is very suitable for the theory of industrialized building, improves the efficiency of construction and economy of industrialized building；Safeguarded from replacing in terms of angle, mild steel damping wall is set a roof beam in place by high-strength bolt with inside casing to be connected, and changes convenient after seismic energy dissipation, beneficial to the reparation in house after shake.
Description
Technical field
The utility model is related to high-rise and high-rise building field, and in particular to a kind of high-performance framework-damper frame cylinder knot
Structure system.
Background technology
With the lifting of people's living standard, there is higher requirement to the anti-seismic performance of building, to living environment
There is higher demand.On the one hand, traditional structural elements is replaced by high performance structures component, for example buckling restrained brace generation
Ordinary steel board wall etc. is replaced for conventional steel brace, the steel plate wall that cracks, the application of energy-dissipating and shock-absorbing component is improved to a certain extent
The anti-seismic performance of structure, mitigates seismic damaged house degree.On the other hand, the extensive house mode of construction of tradition by
Gradually industrialized, integrated mode of construction replaces, realize standardization and the modularization of building structure part, reduce scene
Shuttering supporting is set up, while can also reduce construction period.
According to the data hitherto known, Authorization Notice No. is CN203808237U's《It is a kind of prefabricated assembled anti-in the wrong
Bent steel plate shear force wall tall building structures system》, it is proposed that a kind of prefabricated assembled anti-buckling steel plate shear force wall skyscraper knot
Structure system, but it is still without departing from existing frame-shear wall or the building form and force modes of framework Core Walls Structure, uniquely
Advantage is that wall is used by edge member and the assembled wall of anti-buckling steel plate wall, improves efficiency of construction.Application is public
Cloth number is CN104763078A's《A kind of shock-absorbing type Frame-Shear Wall combined structure system and its construction method》, it is proposed that one
Shock-absorbing type Frame-Shear Wall combined structure system and its construction method are planted, it is advantageous that being built after the arrangement of shear wall is changed to
Or after pour and be connected using steel fastener with framework, but it still using traditional cast-in-situ construction method, shear wall still uses arrangement of reinforcement
Build shearing force wall or reinforced concrete shear wall, structure type are also limited to frame-shear-wall structure.
Utility model content
In view of the shortcomings of the prior art, the utility model aims to provide a kind of high-performance framework-damping framed-tube structure system,
Conventional frame-core wall structure system is improved, shear wall is replaced by framework, structure ductility is improved, reduced
The difficulty (being directed to the situation using fabricated construction) of construction is assembled, while damping wallboard by reasonable Arrangement, is on the one hand increased
Structure anti-side rigidity, on the other hand carries out damping power consumption, has reached that reasonable stress, damping are obvious, efficiency of assembling is high and has been easy to shake
The effect repaired afterwards.
To achieve these goals, the utility model is adopted the following technical scheme that：
A kind of high-performance framework-damping framed-tube structure system, is made up of external frame and internally-damped frame cylinder；The inside
Damper frame cylinder is made up of inner frame and damping wallboard；Frame part can use cast-in-place and fabricated construction.
It should be noted that damping wallboard is installed after the completion of external frame and inner frame are all installed, poured, simultaneously
Damping wallboard is not joined directly together typically with structural base position of fixity, it is ensured that damping wallboard does not undertake vertical load, only provides side
To rigidity and additional damping, vertical load is all undertaken by frame part so that structure stress is reasonable, damping is obvious.
Explanation is needed further exist for, the connection of inner frame and damping wallboard uses full bolt connection, it is ensured that damping
Wallboard is easy to change after shake.
It should be noted that damping wallboard can use but be not limited to mild steel damping wall, still using the steel plate wall, viscous of cracking
Damping wall is applied in combination each other, only need to meet the demand of additional stiffness and additional damping in structure design.
Explanation is needed further exist for, external frame and inner frame can use cast-in-place, bolt and welding connection node, only
The rigid requirement of framework connecting node need to be met.
It should be noted that frame column can use reinforced column, composite steel concrete column, steel core concrete column and steel
Post, Vierendeel girder can use reinforced beam, strengthening concrete beam and girder steel, specifically be determined by structure design demand.
Brief description of the drawings
Fig. 1 is conventional frame-core wall structure system floor map；
Fig. 2 is high-performance framework-damping framed-tube structure floor map；
Fig. 3 is high-performance framework-damping framed-tube structure schematic three dimensional views one；
Fig. 4 is high-performance framework-damping framed-tube structure schematic three dimensional views two；
Fig. 5 is high-performance framework-damping framed-tube structure schematic three dimensional views three；
Fig. 6 is damping wallboard and inner frame connection diagram.
Embodiment
Below with reference to accompanying drawing, the utility model will be further described, it is necessary to which explanation, the present embodiment is with this skill
Premised on art scheme, detailed embodiment and specific operating process are given, but protection domain of the present utility model is not
It is limited to the present embodiment.
As shown in figure 1, traditional reinforced concrete frame-core wall structure is by reinforced concrete frame column 1, reinforced concrete
Native Vierendeel girder 2 and Reinforced Concrete Core Walls Structure 3 are constituted, and wherein Reinforced Concrete Core Walls Structure 3 is by the He of reinforced concrete shear wall 301
Reinforced concrete coupling beamses 302 are constituted.Conventional steel bar concrete Frame-Shear wall is mainly consumed by reinforced concrete coupling beamses 302
Dissipate seismic energy.
As shown in Figures 2 to 5, a kind of high-performance framework-damping framed-tube structure system is by external frame 4 and damper frame cylinder 5
Composition, wherein, external frame 4 is made up of frame column 401 and Vierendeel girder 402, and damper frame cylinder 5 is by frame column 501, Vierendeel girder 502
Constituted with damping wallboard 503；Frame column 401 and 501 and Vierendeel girder 402 and 502 can use site concrete, also can be using assembling
Formula component.
It should be noted that damping wallboard 503 is all installed in frame column 401 and 501 and Vierendeel girder 402 and 502, poured
Installed after the completion of building, while as shown in figure 5, damping wallboard 503 is not joined directly together typically with structural base position of fixity, it is ensured that resistance
Buddhist nun's wallboard 503 does not undertake vertical load, only provides lateral rigidity and additional damping, vertical load is all by frame column 401 and 501
Undertake so that structure stress is reasonable, damping is obvious.
Explanation is needed further exist for, as shown in fig. 6, the connection of damping wallboard 503 and Vierendeel girder 502 uses bolt 601
Connection, it is ensured that damping wallboard 503 is easy to change after shake.
It should be noted that damping wallboard 503 can use but be not limited to mild steel damping wall, still using crack steel plate wall,
Viscous damping wall is applied in combination each other, only need to meet the demand of additional stiffness and additional damping in structure design.
Explanation is needed further exist for, frame column 401 and 501, Vierendeel girder 402 and 502 can use cast-in-place, bolt and welding
Connecting node, need to only meet the rigid requirement of framework connecting node.
It should be noted that frame column 401 and 501 can use reinforced column, composite steel concrete column, concrete filled steel tube
Post and steel column, Vierendeel girder 402 and 502 can use reinforced beam, strengthening concrete beam and girder steel, specifically be needed by structure design
Ask determination.
Claims (7)
1. a kind of high-performance framework-damping framed-tube structure system, it is characterised in that by external frame and internally-damped frame cylinder group
Into；The internally-damped frame cylinder is made up of inner frame and damping wallboard.
2. a kind of high-performance framework-damping framed-tube structure system according to claim 1, it is characterised in that damping wallboard
Installed after external frame and inner frame are all completed.
3. a kind of high-performance framework-damping framed-tube structure system according to claim 1, it is characterised in that damping wallboard
It is not joined directly together with structural base position of fixity typically.
4. a kind of high-performance framework-damping framed-tube structure system according to claim 1, it is characterised in that damping wallboard
It can use but be not limited to mild steel damping wall.
5. a kind of high-performance framework-damping framed-tube structure system according to claim 1, it is characterised in that frame column can
Using reinforced column, composite steel concrete column, steel core concrete column and steel column；Vierendeel girder can use reinforced beam, strength
Property beams of concrete and girder steel.
6. a kind of high-performance framework-damping framed-tube structure system according to claim 1, it is characterised in that external frame
Cast-in-place, bolt and welding connection node can be used with inner frame.
7. a kind of high-performance framework-damping framed-tube structure system according to claim 1, it is characterised in that inner frame
With damping the connection of wallboard using full bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621462816.7U CN206337646U (en) | 2016-12-29 | 2016-12-29 | A kind of high-performance framework damper frame barrel structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621462816.7U CN206337646U (en) | 2016-12-29 | 2016-12-29 | A kind of high-performance framework damper frame barrel structure system |
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| CN206337646U true CN206337646U (en) | 2017-07-18 |
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| CN201621462816.7U Active CN206337646U (en) | 2016-12-29 | 2016-12-29 | A kind of high-performance framework damper frame barrel structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759910A (en) * | 2016-12-29 | 2017-05-31 | 华东建筑设计研究院有限公司 | A kind of high-performance framework damper frame barrel structure system |
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2016
- 2016-12-29 CN CN201621462816.7U patent/CN206337646U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759910A (en) * | 2016-12-29 | 2017-05-31 | 华东建筑设计研究院有限公司 | A kind of high-performance framework damper frame barrel structure system |
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