CN205875401U - Close frame structure of multilayer of urceolus in connecting - Google Patents
Close frame structure of multilayer of urceolus in connecting Download PDFInfo
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- CN205875401U CN205875401U CN201620754635.5U CN201620754635U CN205875401U CN 205875401 U CN205875401 U CN 205875401U CN 201620754635 U CN201620754635 U CN 201620754635U CN 205875401 U CN205875401 U CN 205875401U
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- close
- multilamellar
- frame
- urceolus
- multilayer
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Abstract
The utility model discloses a close frame structure of multilayer of urceolus in connecting, including the inner tube, the close frame of urceolus and junction at least one multilayer between inner tube and urceolus, at least three floor is strideed across to the close frame of multilayer, the close frame of multilayer is connected with close post vertically and horizontally staggered by the frame roof beam and is constituted, frame roof beam both ends respectively with the inner tube, the urceolus is connected, the continuous close post of multilayer forms the close frame of multilayer with the frame roof beam jointly, make the anti side effect of floor the multilayer to superpose in succession, formed that to have a lateral stiffness great, the anti side force system that rigidity is more even, the contact of inner tube with the urceolus has been strengthened, urceolus structure cording has bigger wholeness and lateral stiffness in making. In addition, traditional semi -girder enhancement layer all concentrates on an or two floor layer, the utility model discloses a plurality of continuous floors are then strideed across to the close frame of multilayer for floor lateral stiffness and internal force change more evenly, overcome in the current tube structure problem that the semi -girder enhancement layer arouses weak layer easily effectively.
Description
Technical field
The present invention relates to super-high building structure technical field, particularly to a kind of multilamellar close frame knot connecting inner/outer tube
Structure.
Background technology
In skyscraper frequently with tube structure form be mainly Frame-Shear wall and tube-in-tube structure, framework-
Core Walls Structure and tube-in-tube structure have good anti-seismic performance, and its structure is arranged and good building uses space, is increasingly becoming
The structural system that super high rise structure is conventional, as a example by Frame-Shear wall system, the most often bonding apparatus layer arranges semi-girder purlin
Frame, forms semi-girder-Frame-Shear wall, can strengthen contacting of exterior frame column and Core Walls Structure, raising structure by semi-girder enhancement Layer
Anti-side rigidity, as patent CN 201933619U discloses a kind of enhancement Layer structure in skyscraper, specifically disclose
Semi-girder is set between Core Walls Structure and frame pylon, thus constitutes semi-girder enhancement Layer to strengthen structural system anti-side rigidity.Semi-girder adds
Though strong layer can significantly improve the anti-side rigidity of structure, but also causes the sudden change of structure anti-side rigidity simultaneously, easily strengthen at semi-girder
Layer and contiguous floors thereof produce weak floor.
Prior art has the solution technical scheme proposed specially for above-mentioned generation weak floor, such as patent CN
203924331U discloses the semi-girder enhancement Layer of a kind of high-rise building, specifically discloses and arranges between Core Walls Structure and frame pylon
Semi-girder truss group, this semi-girder truss group constitute semi-girder enhancement Layer to strengthen structural system anti-side rigidity, and, this semi-girder truss group
Including the first semi-girder truss and the second semi-girder truss, by changing the first semi-girder truss and the inner of the second semi-girder truss and outer end
Connection node, to reduce the sudden change of structure anti-side rigidity caused by semi-girder enhancement Layer.But, it is firm that structure yet suffers from anti-side
The problem of degree sudden change, meanwhile, the vertical deformation difference of construction stage inner/outer tube causes the installation of semi-girder truss to need to carry out special place
Reason, the integral construction cycle lengthens, and construction and installation require height.
Summary of the invention
The technical problem to be solved is to provide that a kind of anti-seismic performance is good, easy construction, building usability are good
Connect the close mount structure of multilamellar of inner/outer tube.
By solving the technical scheme that above-mentioned technical problem is used: a kind of close mount structure of multilamellar connecting inner/outer tube, including
The close frame of at least one multilamellar that inner core, urceolus and connection are between inner core and urceolus, at least three crossed over by the close frame of described multilamellar
Floor, the close frame of described multilamellar is connected and composed by Vierendeel girder is crisscross with close post, described Vierendeel girder two ends respectively with inner core, urceolus
It is connected.
Further, the close frame of described multilamellar is spaced at least one floor layout along building height direction.
Further, the close frame of described multilamellar is arranged continuously along building overall height.
Further, the span-depth radio of described Vierendeel girder is less than 6.
Further, described inner core is concrete inner core, bracing members inner core or close post deep beam inner core.
Further, described urceolus is framework, close post deep beam frame cylinder or oblique grid urceolus.
Compared with prior art, beneficial effects of the present invention: relative to traditional semi-girder-Frame-Shear wall, this
In the close mount structure of multilamellar of bright connection inner/outer tube, the close post of multilamellar continuous print and Vierendeel girder are collectively forming the close frame of multilamellar so that floor
The anti-side effect continuous superposition of energy multilamellar, defines and has that anti-side rigidity is relatively big, rigidity Lateral Resistant System evenly, in strengthening
Cylinder contacts with urceolus so that inner/outer drum structure system has bigger globality and anti-side rigidity.It addition, traditional semi-girder adds
Strong layer all concentrates on a certain two floors, but, multiple continuous print floors crossed over by the close frame of multilamellar that multilamellar of the present invention is arranged continuously,
Story lateral stiffness and internal force are changed evenly, easily draws efficiently against semi-girder enhancement Layer in available frame-Core Walls Structure
The problem playing weak floor.
The horizontal outrigger enhancement Layer arranged to improve the anti-side rigidity of Frame-Shear wall in prior art, by
Vertical stress difference between inner core and urceolus, the temperature difference, the reason such as creep and the vertical deformation that produces is inharmonious, can aggravate to stretch
Arm enhancement Layer easily forms the problem of weak floor under horizontal force, and therefore, in Practical Project, semi-girder enhancement Layer often designs
Become horizontal lateral resistant member, be not subject to the vertical load with transferring structure.And the close frame of multilamellar that the present invention connects inner/outer tube can hold
By and the vertical load of transmission upper floor, and then the structure of floor can be arranged and be optimized design, the usability of building and
Stress performance is more preferable.
Accompanying drawing explanation
The present invention is described further with embodiment below in conjunction with the accompanying drawings；
Fig. 1 is the facade structures schematic diagram of the semi-girder truss enhancement Layer of prior art middle frame-Core Walls Structure；
Fig. 2 is the planar structure schematic diagram that the present invention first implements；
Fig. 3 is the planar structure schematic diagram that the present invention second implements；
Fig. 4 is the close frame of multilamellar spaced apart facade structures schematic diagram in the embodiment of the present invention
Fig. 5 is the facade structures schematic diagram that in the embodiment of the present invention, the close frame of multilamellar is arranged continuously along building overall height.
Detailed description of the invention
Fig. 1 is the structural representation that prior art middle frame-Core Walls Structure is provided with semi-girder enhancement Layer, and semi-girder enhancement Layer can be by
The semi-girder of different structure form is constituted, and it essentially consists in the resistance to tipping moment improving exterior frame column, thus plays increase overall structure
The purpose of anti-side rigidity, semi-girder enhancement Layer 1 is typically every one semi-girder enhancement Layer 1 of some storey setting, and semi-girder is strengthened
Layer 1 generally only concentrates on a certain two floors, is typically combined setting with mechanical floor or the refuge story of building.
With reference to Fig. 2 to Fig. 5, a kind of close mount structure of multilamellar connecting inner/outer tube of the present invention, including inner core 10, urceolus 20 and company
Connecing the close frame of at least one multilamellar 30 being between inner core 10 and urceolus 20, the close frame of multilamellar 30 crosses at least three floor, multilamellar
Close frame 30 is connected and composed by Vierendeel girder 31 is crisscross with close post 32, and Vierendeel girder 31 two ends are connected with inner core 10, urceolus 20 respectively
Connect.
The present invention connects the close mount structure of multilamellar of inner/outer tube and abandons traditional contilever structure form as shown in Figure 1, uses complete
New multilamellar close mount structure form, i.e. arranges the close frame of multilamellar 30 between inner core 10 and urceolus 20, the close post of multilamellar continuous print 32 with
The crisscross connection of Vierendeel girder 31 is collectively forming the close frame of multilamellar, by this multilamellar close frame of continuous print multilamellar, floor anti-side effect energy
The continuous superposition of multilamellar, defines and has that anti-side rigidity is relatively big, rigidity Lateral Resistant System evenly, strengthen inner core 10 and urceolus
The contact of 20 so that inner/outer drum structure system has bigger globality and lateral rigidity.
Wherein, the close frame of multilamellar 30 can be spaced multi-tier arrangement along building height direction, and number crossed over by the close frame of each multilamellar 30
Layer, selects to cross over the quantity of floor, but at least crosses over three floors according to actual requirement of engineering, and so, each multilamellar is close
Frame 30 is suitable with traditional semi-girder enhancement Layer to the raising effect of the rigidity of structure, and the effect of the close frame of multiple multilamellars 30 is with multiple
Semi-girder enhancement Layer is suitable, and traditional semi-girder enhancement Layer concentrates on a certain two floors, the problem that there is internal force mutation, but, this
Multiple continuous print floor then crossed over by the close frame of invention multilamellar 30 so that floor anti-side rigidity and internal force change evenly, effectively gram
Take the problem that in available frame-Core Walls Structure, semi-girder enhancement Layer easily causes weak floor.Certainly, the close frame of multilamellar 30 can also be one
And it is to arrange continuously along building overall height, to improve overall structure stress performance.
As preferably, the span-depth radio of Vierendeel girder should be less than 6.
Wherein, inner core 10 can be concrete inner core, bracing members inner core or close post deep beam inner core；Urceolus 20 can be frame
Frame, close post deep beam frame cylinder or oblique grid urceolus.
Above in conjunction with accompanying drawing, embodiments of the present invention are explained in detail, but the invention is not restricted to above-mentioned embodiment party
Formula, in the ken that described technical field those of ordinary skill is possessed, it is also possible to before without departing from present inventive concept
Put that various changes can be made.
Claims (6)
1. the close mount structure of multilamellar connecting inner/outer tube, it is characterised in that: include that inner core, urceolus and connection are in inner core with outer
The close frame of at least one multilamellar between Tong, the close frame of described multilamellar cross at least three floor, the close frame of described multilamellar by Vierendeel girder with
Close post is crisscross to be connected and composed, and described Vierendeel girder two ends are connected with inner core, urceolus respectively.
The close mount structure of multilamellar of connection inner/outer tube the most according to claim 1, it is characterised in that: the close frame of described multilamellar is along building
Build short transverse and be spaced at least one floor layout.
The close mount structure of multilamellar of connection inner/outer tube the most according to claim 1, it is characterised in that: the close frame of described multilamellar is along building
Build overall height to arrange continuously.
The close mount structure of multilamellar of connection inner/outer tube the most according to claim 1, it is characterised in that: described Vierendeel girder across height
Ratio is less than 6.
The close mount structure of multilamellar of connection inner/outer tube the most according to claim 1, it is characterised in that: described inner core is concrete
Inner core, bracing members inner core or close post deep beam inner core.
The close mount structure of multilamellar of connection inner/outer tube the most according to claim 1, it is characterised in that: described urceolus be framework,
Close post deep beam frame cylinder or oblique grid urceolus.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620754635.5U CN205875401U (en) | 2016-07-15 | 2016-07-15 | Close frame structure of multilayer of urceolus in connecting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620754635.5U CN205875401U (en) | 2016-07-15 | 2016-07-15 | Close frame structure of multilayer of urceolus in connecting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875401U true CN205875401U (en) | 2017-01-11 |
Family
ID=57696792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620754635.5U Withdrawn - After Issue CN205875401U (en) | 2016-07-15 | 2016-07-15 | Close frame structure of multilayer of urceolus in connecting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875401U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013451A (en) * | 2016-07-15 | 2016-10-12 | 广州容柏生建筑结构设计事务所 | Multi-layer sealing frame structure for connecting inner and outer cylinders |
-
2016
- 2016-07-15 CN CN201620754635.5U patent/CN205875401U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013451A (en) * | 2016-07-15 | 2016-10-12 | 广州容柏生建筑结构设计事务所 | Multi-layer sealing frame structure for connecting inner and outer cylinders |
| CN106013451B (en) * | 2016-07-15 | 2019-07-02 | 广州容柏生建筑结构设计事务所 | A kind of close mount structure of multilayer connecting inner/outer tube |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170111 Effective date of abandoning: 20190702 |