CN106088781A - A kind of strengthening wind resistance and shock-proof type high level labels tower structure - Google Patents
A kind of strengthening wind resistance and shock-proof type high level labels tower structure Download PDFInfo
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- CN106088781A CN106088781A CN201610630603.9A CN201610630603A CN106088781A CN 106088781 A CN106088781 A CN 106088781A CN 201610630603 A CN201610630603 A CN 201610630603A CN 106088781 A CN106088781 A CN 106088781A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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Abstract
The present invention relates to a kind of strengthening wind resistance and shock-proof type high level labels tower structure, including basic frame structure and external styling structure, it is characterised in that: described basic framework includes beam column construction, shear wall structure, diagonal brace and local transitions structure and slicing layer structure；Described slicing layer structure is made up of several slicing layers, described slicing layer spaced set is also shaped by beam column construction, the structure of each slicing layer is different, different, shear wall is respectively set between two slicing layers, forms shear wall structure, diagonal brace and local transitions beam are set between the slicing layer that structure is different, different, constitute diagonal brace and local transitions structure；By beam column construction, shear wall structure is to the sizing of slicing layer structure and adds strong ties, and by diagonal brace and local transitions structure different, the different slicing layer of structure is added strong ties, constitutes strengthening wind resistance and anti-seismic structure；Described external styling structure is made up of curtain wall lightweight steel construction.The present invention has that the rigidity of structure is big, wind resistance and the shock resistance beneficial effect vacated such as strong.
Description
Technical field
The present invention relates to a kind of high level labels tower structure, particularly relate to a kind of strengthening wind resistance and shock-proof type high level labels tower
Structure, it is adaptable to the tourist sight occasions such as park.Belong to high building structure technical field.
Background technology
Along with the fast development of tourist industry, the exploitation of Tourism Economy has become an important directions of various places economic growth,
Various places continue to bring out various main body amusement park.The mark of landmark-type, in order to highlight own characteristic, all can be designed in amusement park, such
Mark shape is peculiar, and has and pursue high, big trend.Along with the development of mark, the domestic mark having occurred more than 60 meters
Will tower, and take into account performance function, such mark tower has reached super-high building structure height, to wind and seismic-sensitive, if
Occur security incident people's lives and properties and public opinion can be produced considerable influence.
In prior art, traditional park mark many employings steel mesh weave outer pneumatically placed concrete, fiberglass one-body molded or
Assembled molding, slightly larger type mark uses light steel skeleton inner support.Wind resistance, shock resistance due to this type of light steel skeleton inner support
More weak, therefore cannot meet ultra-large type mark stress needs, there is the potential safety hazards such as low, the aseismatic ability of the rigidity of structure.
Summary of the invention
The purpose of the present invention in, be to have that the rigidity of structure is low, aseismatic energy to solve existing high level labels tower structure
The problems such as power difference, it is provided that a kind of strengthening wind resistance and shock-proof type high level labels tower structure.Have that the rigidity of structure is big, wind resistance and antidetonation energy
The features such as power is strong.
The purpose of the present invention can be reached by following technical scheme:
A kind of strengthening wind resistance and shock-proof type high level labels tower structure, including basic frame structure and external styling structure, its
Construction features is: described basic framework includes beam column construction, shear wall structure, diagonal brace and local transitions structure and slicing layer knot
Structure；Described slicing layer structure is made up of several slicing layers, and described slicing layer spaced set is also shaped by beam column construction, respectively
The structure of slicing layer is different, different, respectively arranges shear wall, forms shear wall structure, at structure not between two slicing layers
Diagonal brace and local transitions beam are set between same, different slicing layer, constitute diagonal brace and local transitions structure；Tied by beam column
Structure, shear wall structure are to the sizing of slicing layer structure and add strong ties, and by diagonal brace and local transitions structure to structure not
Add strong ties with, different slicing layer, constitute strengthening wind resistance and anti-seismic structure；Described external styling structure is light by curtain wall
Steel construction is constituted.
The purpose of the present invention can also be reached by following technical scheme:
Further, described high level labels tower structure is overall in vertical whale shark shape, from mark tower bottom surface to ten meter Chu Wei buildings
Rotating fields, more than ten meters is whale shark mark tower tower body part, from the beginning of at ten meters, arranges a slicing layer every four meters, sets altogether
14 slicing layers, formed slicing layer structure, each slicing layer be divided into 4 meters mutually, the structure of each slicing layer, shape are the most corresponding
Building design drawing is fixed by reinforced concrete construction in the horizontal cross sectional geometry of respective heights, described slicing layer structure, each
Slicing layer and various beam column constitute the beam column construction of basic frame structure, and the fixing of basic frame structure also wraps with supporting part
Included shear wall structure, diagonal brace and local transformational structure, in work progress slicing layer respective outer side edges shear wall structure, diagonal brace with
Local transitions structure, is reduced to floor structure by complicated spatial modelling, and the construction of basic frame structure is successively carried out, lower floor
After slicing layer realization construction, the slicing layer for upper strata provides fulcrum force and operation platform.
Further, the slicing layer of the tenth meter, the 14th meter and the 18th meter position it is positioned at respectively for rectangle structure, each length
Four angles of cube structure and the centre position of four edges are provided with post and connect end, and each rectangular structure is provided with two equilateral formulas " L "
Shape shear wall limit, the post in each rectangular structure four edges centre position connects end and passes through bar connecting, formed and tie reinforced connection
Structure；The tenth meter, the rectangle structure of the 14th meter of position is respectively provided with steel reinforcing frame in the framework of position, non-shear wall limit,
The rectangle structure of the 18th meter of position is respectively provided with steel reinforcing frame in the framework of position, shear wall limit；Two equilateral formula " L " shapes
Shear wall limit composition upwardly extends shear wall basis.
Further, it is positioned at the slicing layer of the 22nd meter of high position, including a ladder-shaped frame and a triangle frame, described ladder
Shape frame and triangle frame have identical base, are divided into rectangle framework and trapezoidal framework in ladder-shaped frame, in rectangle framework and
Trapezoidal framework, is respectively provided with post and connects end in the position, angle of rectangle framework and trapezoidal framework, each at drift angle and the base angle of triangle frame
It is provided with post and connects end；Being provided with steel reinforcing frame in described rectangle framework, rectangle framework composition upwardly extends shear wall basis.
Further, it is positioned at the 26th meter of high position and the slicing layer of 30 meters of high positions, including an approximate ellipsoidal
Frame, is provided with a rectangle framework in approximate ellipsoidal frame, and this rectangle framework has three angles to be positioned at the limit of approximate ellipsoidal frame
On, another angle is connected and in described junction with the limit of approximate ellipsoidal frame behind the long limit, minor face extension of rectangle framework
Post is set and connects end, be respectively provided with post at four angles of rectangle framework and connect end, by approximate ellipsoidal frame edges and described post
Connect the connection of end, form several arc frame structures；Steel reinforcing frame, described rectangle frame it is provided with in described rectangle framework
Body composition upwardly extends shear wall basis.
Further, it is positioned at the 34th meter of high position, 38 meters of high positions and the slicing layer of 42 meters of positions, bag
Including an oval frame, be provided with a rectangle framework in oval frame, this rectangle framework has an angle to be positioned at oval frame
Bian Shang, the other three angle is connected with the limit of oval frame after extending along the long limit of rectangle framework, minor face and sets in described junction
Put post and connect end, be respectively provided with post at four angles of rectangle framework and connect end, be connected end by oval frame sideline with described post
Connection, form several arc frame structures；It is provided with steel reinforcing frame in described rectangle framework, is externally provided with in rectangle framework
Steel reinforcing frame, described rectangle framework composition upwardly extends shear wall basis.
Further, it is positioned at the 46th meter of high position and the slicing layer of 50 meters of positions, including an oval frame, ellipse
Being provided with one " L " shape shear wall limit in circular frame, the end being somebody's turn to do " L " shape shear wall limit is connected on the limit of oval frame or by prolonging
Stretch and be connected on the limit of oval frame and arrange in junction post connection end, be connected end by oval frame sideline with described post
Connect, form several arc frame structures；It is provided with steel in the framework that described " L " shape shear wall limit becomes with oval frame skirt to add
Strong frame, the framework become with oval frame skirt on " L " shape shear wall limit is externally provided with steel reinforcing frame, described " L " shape shear wall limit structure
Become to upwardly extend shear wall basis.
Further, the moulding that the local of high level labels tower structure is complicated, including fish mouth, fin and difformity and structure
Slicing layer between, use lightweight steel construction skeleton, lightweight steel construction skeletal support point is set in the slicing layer coagulation of slicing layer structure
On soil.
Further, external styling structure, from the beginning of first slicing layer at ten meters, the tangent plane of each slicing layer is with right
Should horizontal cross sectional geometry highly coincide, the structure respectively cutting layer is corresponding with the shape of whale shark mark tower with shape, i.e. (with reference to figure
Each slicing layer structure of 2 Figure 15, Fig. 2 to Figure 15 respectively corresponding basic frame structure figure) superposition of each height slicing layer
Effect constitutes the substantially external form of whale shark mark tower.
Further, use ripe reinforced concrete technology, beam column construction shaped and fixes, passing through shear wall
Structure, diagonal brace improve the supporting steadiness of each slicing layer structure of tower body with local transitions structure.
The present invention has a beneficial effect highlighted below:
1, the basic framework of the present invention includes beam column construction, shear wall structure, diagonal brace and local transitions structure and slicing layer
Structure；Described slicing layer structure is made up of several slicing layers, and described slicing layer spaced set is also shaped by beam column construction,
The structure of each slicing layer is different, different, respectively arranges shear wall, forms shear wall structure, at structure between two slicing layers
Diagonal brace and local transitions beam are set between different, different slicing layer, constitute diagonal brace and local transitions structure；Pass through beam column
Structure, shear wall structure are to the sizing of slicing layer structure and add strong ties, and by diagonal brace and local transitions structure to structure
Different, different slicing layer add strong ties, constitute strengthening wind resistance and anti-seismic structure；Therefore, it is possible to solve existing high level
There is the problems such as low, the aseismatic ability of the rigidity of structure in mark tower structure, have that the rigidity of structure is big, wind resistance and shock resistance strong etc.
The beneficial effect vacated.
2, the present invention uses the mode in equidistant cross section, the mark tower of high-rise labyrinth is converted to flat floor structure, adopts
The concrete construction process ripe by tradition realizes construction, reduces the technology requirement to construction team, and greatly reduces
Construction period and construction costs, in terms of structure location, also reduce the positioning difficulty of labyrinth, use the side in equidistant cross section
Mark tower is substantially planned by formula, and is simplified by mark tower by common skeleton and shear wall structure, executing of similar floor structure
Work mode greatly reduces difficulty of construction and engineering cost.
3, the present invention is on external styling, has selected curtain wall lightweight steel construction construction technology to construct, for more complicated
Structure division uses lightweight steel construction skeleton construction technology, and lightweight steel construction skeletal support, on each slicing layer xoncrete structure, has
Effect lowers steel construction supporting span, and due to the existence of equidistant cross section structure, the construction of whole external styling is more convenient, also allows for playing a game
The rectification in portion or optimization, improve the aesthetic appearance of mark tower, and more attract tourists eyeball, has stronger appreciative value.
4, the present invention and tradition steel mesh braiding outer pneumatically placed concrete, the Structure Comparison of the one-body molded and assembled molding of fiberglass,
The stress upper limit has greatly lifting, on the premise of meeting the stress demand of ultra-large type mark, has higher steadiness, resistance toly
Shake, resistance to hurricane, reach higher mark safe performance indexes.
Accompanying drawing explanation
Fig. 1 is that the present invention applies the ICON mark tower basic frame structure figure in certain ocean kingdom.
Fig. 2 is ICON mark tower 10m indexed plane structure chart.
Fig. 3 is ICON mark tower 14m indexed plane structure chart.
Fig. 4 is ICON mark tower 18m indexed plane structure chart.
Fig. 5 is ICON mark tower 22m indexed plane structure chart.
Fig. 6 is ICON mark tower 26m indexed plane structure chart.
Fig. 7 is ICON mark tower 30m indexed plane structure chart.
Fig. 8 is ICON mark tower 34m indexed plane structure chart.
Fig. 9 is ICON mark tower 38m indexed plane structure chart.
Figure 10 is ICON mark tower 42m indexed plane structure chart.
Figure 11 is ICON mark tower 46m indexed plane structure chart.
Figure 12 is ICON mark tower 50m indexed plane structure chart.
Figure 13 is ICON mark tower 54m indexed plane structure chart.
Figure 14 is ICON mark tower 58m indexed plane structure chart.
Figure 15 is ICON mark tower 62m indexed plane structure chart.
Detailed description of the invention
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Specific embodiment 1:
With reference to Fig. 1, the present embodiment includes that basic frame structure 1 and external styling structure, described basic framework 1 include beam column
Structure 101, shear wall structure 102, diagonal brace and local transitions structure 103 and slicing layer 104 structure；Described slicing layer structure 104
Being made up of several slicing layers, described slicing layer spaced set is also shaped by beam column construction 101, and the structure of each slicing layer is not
Same, different, shear wall is respectively set between two slicing layers, forms shear wall structure 102, different, different at structure
Slicing layer between diagonal brace and local transitions beam be set, constitute diagonal brace and local transitions structure 103；By beam column construction 101, cut
Power wall construction 102 is to the sizing of slicing layer 104 structure and adds strong ties, and by diagonal brace and local transitions structure 103 to structure
Make the strong ties that adds of different, different slicing layer, constitute strengthening wind resistance and anti-seismic structure；Described external styling structure is by curtain
Wall lightweight steel construction is constituted.
In the present embodiment:
Described high level labels tower structure is overall is floor structure in vertical whale shark shape at mark tower bottom surface to ten meter, ten
Rice is above is whale shark mark tower tower body part, from the beginning of at ten meters, arranges a slicing layer every four meters, 14 sections set altogether
Layer, form slicing layer structure, each slicing layer be divided into 4 meters mutually, all corresponding building design drawing of the structure of each slicing layer, shape
In the horizontal cross sectional geometry of respective heights, described slicing layer structure is fixed by reinforced concrete construction, and each slicing layer is with each
Planting beam column and constitute the beam column construction of basic frame structure, fixing and the supporting part of basic frame structure further comprises shear wall
Structure, diagonal brace and local transformational structure, in work progress, slicing layer respective outer side edges shear wall structure, diagonal brace are tied with local transitions
Structure, is reduced to floor structure by complicated spatial modelling, and the construction of basic frame structure is successively carried out, and the slicing layer of lower floor realizes
After construction, the slicing layer for upper strata provides fulcrum force and operation platform.
It is positioned at the slicing layer of the tenth meter, the 14th meter and the 18th meter position respectively for rectangle structure 3, each rectangular structure
Four angles of 3 and the centre position of four edges are provided with post and connect end 3-1, and each rectangular structure 3 is provided with two equilateral formula " L " shapes and cuts
Power wall limit 3-2, the post in each rectangular structure 3 four edges centre position connects end and passes through bar connecting, formed and tie reinforced connection
Structure；The tenth meter, the rectangle structure 3 of the 14th meter of position is respectively provided with steel reinforcing frame 3-in the framework of position, non-shear wall limit
3, the rectangle structure 3 of the 18th meter of position is respectively provided with in the framework of position, shear wall limit steel reinforcing frame 3-4；Two equilateral
Formula " L " shape shear wall limit 3-2 composition upwardly extends shear wall basis.
Further, it is positioned at the slicing layer of the 22nd meter of high position, including ladder-shaped frame 4 and a triangle frame 5, described
Ladder-shaped frame 4 and triangle frame 5 have identical base, be divided into rectangle framework 4-1 and trapezoidal framework 4-2, growing in ladder-shaped frame 4
Square framework 4-1 and trapezoidal framework 4-2, be respectively provided with post and connect end in the position, angle of rectangle framework 4-1 and trapezoidal framework 4-2,
The drift angle of triangle frame 5 and base angle are respectively provided with post and connect end；Steel reinforcing frame 4-3, rectangle it is provided with in described rectangle framework 4-1
Framework 4-1 composition upwardly extends shear wall basis.
Further, it is positioned at the 26th meter of high position and the slicing layer of 30 meters of high positions, including an approximate ellipsoidal
Frame 6, is provided with rectangle framework 6-1 in approximate ellipsoidal frame, and this rectangle framework 6-1 has three angles to be positioned at approximate ellipsoidal
On the limit of frame 6, another angle be connected with the limit of approximate ellipsoidal frame 6 after extending along the long limit of rectangle framework 6-1, minor face and
Described junction arranges post and connects end, is respectively provided with post at four angles of rectangle framework 6-1 and connects end, by approximate ellipsoidal frame
6 sidelines are connected the connection of end with described post, form several arc frame structures；It is provided with steel in described rectangle framework 6-1 to add
Strong frame 6-2, described rectangle framework 6-1 composition upwardly extends shear wall basis.
Further, it is positioned at the 34th meter of high position, 38 meters of high positions and the slicing layer of 42 meters of positions, bag
Including an oval frame 7, be provided with rectangle framework 7-1 in oval frame 7, this rectangle framework 7-1 has an angle to be positioned at ellipse
On the limit of circular frame 7, the other three angle be connected with the limit of oval frame 7 after extending along the long limit of rectangle framework 7-1, minor face and
Described junction arranges post and connects end, is respectively provided with post at four angles of rectangle framework 7-1 and connects end, by oval frame 7 limit
Line is connected the connection of end with described post, forms several arc frame structures；It is provided with steel reinforcing frame in described rectangle framework 7-1
7-2, is externally provided with steel reinforcing frame 7-3 in rectangle framework 7-1, and described rectangle framework 7-1 composition upwardly extends shear wall basis.
Further, it is positioned at the 46th meter of high position and the slicing layer of 50 meters of positions, including an oval frame 8,
Being provided with one " L " shape shear wall limit 8-1 in oval frame 8, the end being somebody's turn to do " L " shape shear wall limit 8-1 is connected to the limit of oval frame 8
Above or by extension, being connected on the limit of oval frame 8 and in junction, post is set and connect end, by oval frame 8 sideline and institute
State post and connect the connection of end, form several arc frame structures；Described " L " shape shear wall limit 8-1 becomes with oval frame 8 skirt
Framework in be provided with steel reinforcing frame 8-2, the framework become with oval frame 8 skirt at " L " shape shear wall limit 8-1 is externally provided with steel and strengthens
Frame 8-3, described " L " shape shear wall limit 8-1 composition upwardly extends shear wall basis.
During practice of construction, described slicing layer spaced set and by beam column construction 101 shape, reinforced concrete construction solid
Fixed；Described slicing layer 104 interlayer sets multiaspect shear wall 102, and locally labyrinth uses diagonal brace to support with local transitions 103；Institute
State slicing layer 104 consistent with the cross-sectional structure shape of building design drawing respective heights；Described external styling uses the light steel of curtain wall
Structure construction.
The present embodiment is the ICON mark tower of certain ocean kingdom, and this mark tower is positioned at the most end of axis, whole garden, for
The bright spot of whole garden and mark, its architectural image is a whale shark primered, and total height of structure reaches 62 meters, Shi Quan garden
The commanding elevation in district.This ICON mark tower is overall in vertical whale shark shape, from mark tower bottom surface to ten meters at be floor structure, can set
Large-scale museum, more than ten meters is whale shark mark tower tower body part, starts, arrange a slicing layer every four meters at ten meters, altogether
If 14 slicing layers, formed slicing layer structure 104, each slicing layer be divided into 4 meters mutually, the structure of each slicing layer, shape
The most corresponding building design drawing is in the horizontal cross sectional geometry of respective heights, and described slicing layer structure 104 is by reinforced concrete construction
Fixing, each slicing layer and various beam column constitute the beam column construction 101 of basic frame structure 1, fixing of basic frame structure 1
Shear wall structure 102, diagonal brace and local transformational structure 103, slicing layer structure in work progress is further comprises with supporting part
104 coordinate shear wall structure 102, diagonal brace and local transitions structure 103, and complicated spatial modelling is reduced to floor structure, base
The construction of this frame structure 1 is successively carried out, the slicing layer of lower floor realize construction after for the slicing layer on upper strata provide fulcrum force and
Operation platform.
The external styling of ICON mark tower is to construct separately after basic frame structure 1 is completed, and uses curtain wall lightweight steel construction
Technology.The peripheral protective of tower body use curtain wall construction (curtain wall construction technology belongs to the general knowledge that those of ordinary skill in the art are possessed,
Do not repeat them here), the moulding that local is complicated, such as fish mouth, fin etc., use lightweight steel construction skeleton to complete, lightweight steel construction skeleton
The strong point is set on the slicing layer concrete of slicing layer structure 104.
External styling structure, from the beginning of first slicing layer at ten meters, the tangent plane of each slicing layer and respective heights
Horizontal cross sectional geometry is coincide, and the structure respectively cutting layer is corresponding with the shape of whale shark mark tower with shape, i.e. (with reference to Fig. 2 Figure 15, figure
Each slicing layer structure of 2 to Figure 15 respectively corresponding basic frame structure figure) Overlay of each height slicing layer constitutes
The substantially external form of whale shark mark tower.After slicing layer structure 104 position and shape determine, greatly reduce construction in later period difficulty and execute
The work duration, by the complicated structural segmented construction of whale shark mark tower, use ripe reinforced concrete technology, to beam column construction 101
Carry out shaping and fixing, improve each slicing layer structure of tower body by shear wall structure 102, diagonal brace with local transitions structure 103
The supporting steadiness of 104, the mode that tower body basic frame structure 1 is reduced to similar floor structure is constructed, and can not only carry
The wind resistance shock resistance of high ultra-large type mark tower, and substantially increase the bearing performance of tower body.
The present embodiment uses ripe reinforced concrete technology, shapes beam column construction and fixes, passing through shear wall
Structure, diagonal brace improve the supporting steadiness of each slicing layer structure of tower body with local transitions structure.
The present invention solve that conventional sign tower exists the rigidity of structure is low, aseismatic ability, constructional difficulties, construction costs
The problems such as height.
Make the most in detail above in conjunction with drawings and Examples novel high level labels tower structure a kind of to the present invention
Illustrate, but the present invention be not limited to above-described embodiment that the various replacements made under without departing from present inventive concept or deformation all belong to
In the scope of protection of present invention.
Claims (10)
1. strengthening wind resistance and a shock-proof type high level labels tower structure, including basic frame structure (1) and external styling structure, its
It is characterised by: described basic framework (1) includes beam column construction (101), shear wall structure (102), diagonal brace and local transitions structure
And slicing layer (104) structure (103)；Described slicing layer structure (104) is made up of several slicing layers, and described slicing layer is equidistant
Arranging and pass through beam column construction (101) sizing, the structure of each slicing layer is different, different, respectively arranges between two slicing layers
Shear wall, formation shear wall structure (102), arrange diagonal brace and local transitions between the slicing layer that structure is different, different
Beam, constitutes diagonal brace and local transitions structure (103)；By beam column construction (101), shear wall structure (102) to slicing layer (104)
The sizing of structure and add strong ties, and by diagonal brace and local transitions structure (103) to different, the different section of structure
Layer add strong ties, constitute strengthening wind resistance and anti-seismic structure；Described external styling structure is made up of curtain wall lightweight steel construction.
A kind of strengthening wind resistance the most according to claim 1 and shock-proof type high level labels tower structure, it is characterised in that: described height
Layer mark tower structure is overall in vertical whale shark shape, from mark tower bottom surface to ten meters at be floor structure, more than ten meters is whale shark
Mark tower tower body part, from the beginning of at ten meters, arranges a slicing layer every four meters, and 14 slicing layers, the formation that set altogether are cut into slices
Rotating fields (104), each slicing layer be divided into 4 meters mutually, all corresponding building design drawing of the structure of each slicing layer, shape is in correspondence
The horizontal cross sectional geometry of height, described slicing layer structure (104) fixed by reinforced concrete construction, each slicing layer and various
Beam column constitutes the beam column construction (101) of basic frame structure (1), and the fixing of basic frame structure (1) also wraps with supporting part
Having included shear wall structure (102), diagonal brace and local transformational structure (103), in work progress, slicing layer structure (104) cooperation is cut
Power wall construction (102), diagonal brace and local transitions structure (103), be reduced to floor structure, basic framework by complicated spatial modelling
The construction of structure (1) is successively carried out, and after the slicing layer realization construction of lower floor, the slicing layer for upper strata provides fulcrum force and construction
Platform.
A kind of strengthening wind resistance the most according to claim 2 and shock-proof type high level labels tower structure, it is characterised in that: it is positioned at the
The slicing layer of ten meters, the 14th meter and the 18th meter of position is respectively rectangular planes frame-shear-wall structure (3), and each cuboid is tied
Four angles of structure (3) and the centre position of four edges be provided with post connect end (3-1), each rectangular structure (3) be provided with two equilateral
Formula " L " shape shear wall limit (3-2), the post in each rectangular structure (3) four edges centre position connects end by bar connecting, formation
Reinforced connecting structure；The tenth meter, in the rectangle structure (3) of the 14th meter of position in the framework of position, non-shear wall limit each
It is provided with steel reinforcing frame (3-3), in the rectangle structure (3) of the 18th meter of position, is respectively provided with steel in the framework of position, shear wall limit
Reinforcing frame (3-4)；Two equilateral formula " L " shape shear walls limit (3-2) compositions upwardly extend shear wall basis.
A kind of strengthening wind resistance the most according to claim 2 and shock-proof type high level labels tower structure, it is characterised in that: it is positioned at the
The slicing layer of 22 meters of high positions, including a ladder-shaped frame (4) and a triangle frame (5), described ladder-shaped frame (4) and triangle frame
(5) there is identical base, ladder-shaped frame (4) is divided into rectangle framework (4-1) and trapezoidal framework (4-2), in rectangle framework
(4-1) with trapezoidal framework (4-2), it is respectively provided with post in the position, angle of rectangle framework (4-1) and trapezoidal framework (4-2) and connects end,
The drift angle of triangle frame (5) and base angle are respectively provided with post and connect end；It is provided with steel reinforcing frame (4-3) in described rectangle framework (4-1),
Rectangle framework (4-1) composition upwardly extends shear wall basis.
A kind of strengthening wind resistance the most according to claim 2 and shock-proof type high level labels tower structure, it is characterised in that: it is positioned at the
26 meters of high positions and the slicing layer of 30 meters of high positions, including an approximate ellipsoidal frame (6), set in approximate ellipsoidal frame
Having a rectangle framework (6-1), this rectangle framework (6-1) has three angles to be positioned on the limit of approximate ellipsoidal frame (6), another
Angle is connected with the limit of approximate ellipsoidal frame (6) and sets in described junction behind the long limit, minor face extension of rectangle framework (6-1)
Put post connect end, be respectively provided with at four angles of rectangle framework (6-1) post connect end, by approximate ellipsoidal frame (6) sideline with
Described post connects the connection of end, forms several arc frame structures；It is provided with steel reinforcing frame in described rectangle framework (6-1)
(6-2), described rectangle framework (6-1) composition upwardly extends shear wall basis.
A kind of strengthening wind resistance the most according to claim 2 and shock-proof type high level labels tower structure, it is characterised in that: it is positioned at the
34 meters of high positions, 38 meters of high positions and the slicing layer of 42 meters of positions, including an oval frame (7), at ellipse
Being provided with a rectangle framework (7-1) in shape frame (7), this rectangle framework (7-1) has an angle to be positioned at the limit of oval frame (7)
On, the other three angle is connected and in described company with the limit of oval frame (7) behind the long limit, minor face extension of rectangle framework (7-1)
The place of connecing arranges post and connects end, is respectively provided with post at four angles of rectangle framework (7-1) and connects end, by oval frame (7) sideline
With the connection that described post is connected end, form several arc frame structures；It is provided with steel reinforcing frame in described rectangle framework (7-1)
(7-2), being externally provided with steel reinforcing frame (7-3) in rectangle framework (7-1), described rectangle framework (7-1) constitutes to upwardly extend cuts
Power foundation of wall.
A kind of strengthening wind resistance the most according to claim 2 and shock-proof type high level labels tower structure, it is characterised in that: it is positioned at the
46 meters of high positions and the slicing layer of 50 meters of positions, including an oval frame (8), be provided with one " L " in oval frame (8)
Shape shear wall limit (8-1), the end being somebody's turn to do " L " shape shear wall limit (8-1) is connected on the limit of oval frame (8) or by extending even
It is connected on the limit of oval frame (8) and arranges in junction post and connect end, be connected end by oval frame (8) sideline with described post
Connection, form several arc frame structures；The framework that described " L " shape shear wall limit (8-1) becomes with oval frame (8) skirt
Inside being provided with steel reinforcing frame (8-2), the framework become with oval frame (8) skirt at " L " shape shear wall limit (8-1) is externally provided with steel reinforcement
Frame (8-3), described " L " shape shear wall limit (8-1) composition upwardly extends shear wall basis.
A kind of strengthening wind resistance the most according to claim 2 and shock-proof type high level labels tower structure, it is characterised in that: high-rise mark
The moulding that the local of will tower structure is complicated, including between fish mouth, fin and difformity and the slicing layer of structure, uses light steel to tie
Llex cornuta frame, lightweight steel construction skeletal support point is set on the slicing layer concrete of slicing layer structure (104).
9. according to a kind of strengthening wind resistance described in Claims 2 or 3 and shock-proof type high level labels tower structure, it is characterised in that: outer
Portion's modeling structure, from the beginning of first slicing layer at ten meters, the tangent plane of each slicing layer and the horizontal cross-section shape of respective heights
Shape coincide, and the structure respectively cutting layer is corresponding with the shape of whale shark mark tower with shape, i.e. the Overlay structure of each height slicing layer
Become the substantially external form of whale shark mark tower.
A kind of strengthening wind resistance the most according to claim 4 and shock-proof type high level labels tower structure, it is characterised in that: use
Reinforced concrete structure, shapes to beam column construction (101) and fixes, and is turned with local by shear wall structure (102), diagonal brace
Change structure (103) and improve the supporting steadiness of each slicing layer structure (104) of tower body.
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| JPH11311043A (en) * | 1998-04-30 | 1999-11-09 | Matsui Construction Co Ltd | Multistoried tower building method and central pillar structure body therefor |
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Application publication date: 20161109 |