CN106703198A - Ultra-high-steel-structured core tube structure system with supporting frame - Google Patents
Ultra-high-steel-structured core tube structure system with supporting frame Download PDFInfo
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- CN106703198A CN106703198A CN201611035914.7A CN201611035914A CN106703198A CN 106703198 A CN106703198 A CN 106703198A CN 201611035914 A CN201611035914 A CN 201611035914A CN 106703198 A CN106703198 A CN 106703198A
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- gravity
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- core walls
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
- E04B1/3404—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability supported by masts or tower-like structures
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- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to an ultra-high-steel-structured core tube structure system with a supporting frame. The ultra-high-steel-structured core tube structure system with the supporting frame comprises a plurality of gravity columns, gravity beams and a support, wherein the gravity beams are arranged on the gravity columns and are combined with the gravity columns to form a plurality of cylindrical structures; the gravity columns are steel columns or steel tube concrete columns; the gravity beams are steel beams; and the support is a steel support. Compared with the prior art, the steel structure system has the advantages of light structural dead weight, good wind resistance and anti-seismic property, flexible building arrangement, high construction speed, high construction industrial degree, less field wet operation and the like.
Description
Technical field
The invention belongs to technical field of structural engineering, and in particular to a kind of superelevation steel construction band support frame core wall structure
System.
Background technology
At present, it is Frame-Shear wall to be applicable relatively more extensive super high rise structure system, and Core Walls Structure is in building
Middle body, central core is formed by being gone along with sb. to guard him between elevator hoistways, stair, ventilation shaft, cable shaft, communal bathroom, equipment component
Cylinder, an outter frame inner cylinder structure is formed with peripheral frame, is that the widely used main flow structure type of high-rise building exists in the world
In more than 500 meters of structure, its Core Walls Structure material is the mixing of armored concrete or steel and armored concrete and combined member.This
Plant dead load big, and want to improve structural behaviour, it is necessary to increase dead load, a large amount of due to concrete use so that
Situ wet operation is more, and construction speed is slow.
The content of the invention
The purpose of the present invention is exactly to provide a kind of with dead load for the defect for overcoming above-mentioned prior art to exist
Gently, speed of application is fast, construction industries degree high and superelevation steel construction band support frame core the advantages of few situ wet operation
Barrel structure system.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of superelevation steel construction band support frame core wall structure system, including multiple gravity posts, gravity beam and support, institute
The gravity beam stated is arranged on gravity post, and forms multiple tubular structures with gravity column combination, and described support is arranged on tubular
On the side wall of structure, described gravity post is steel column or steel core concrete column, and described gravity beam is girder steel, and described support is
Bracing members.
Used as preferred technical scheme, the arrangement of described gravity post is adjusted according to building requirements, and distribution is in nine palaces
Lattice is three-back-shaped, and described core wall structure system is taken in successively from bottom to up, forms low area's Core Walls Structure, middle area's core
Tong Hegao areas Core Walls Structure；
When the distribution of gravity post is in nine grids type, the tubular structure of described low area's Core Walls Structure is distributed in 3 × 3 in the plane
Square formation, described middle area's Core Walls Structure takes in be formed on the basis of low area's Core Walls Structure, and the tubular structure of middle area's Core Walls Structure is provided with 5
Individual, distribution in the plane is in cross, and described area's Core Walls Structure high continues to take on the basis of middle area's Core Walls Structure, area's core high
The tubular structure of cylinder is provided with one；
When the distribution of gravity post is in three-back-shaped, the tubular structure distribution of described low area's Core Walls Structure is in 4 × 4 matrix, institute
Shu Zhong areas Core Walls Structure takes in be formed, described height on the basis of low area's Core Walls Structure by four angles to low area's Core Walls Structure
Area's Core Walls Structure takes on the basis of middle area's Core Walls Structure, and the tubular structure of area's Core Walls Structure high is provided with four, and distribution in the plane is in 2
× 2 square formation.
Used as preferred technical scheme, the form of described support uses central supported or accentric support.
Used as preferred technical scheme, the arrangement of described support punches with building or rigidity requirement is adjusted, be across
The small diagonal brace of individual layer or the big diagonal brace across multilayer.
Used as preferred technical scheme, described support is type steel support, and section is box or I-shaped.
Used as preferred technical scheme, described core wall structure system also passes through semi-girder and is arranged on core wall structure body
The huge post connection in outside outside system.
Used as preferred technical scheme, described semi-girder buries semi-girder and overhanging arm including Inner, and described Inner buries semi-girder by position
Gravity beam in enhancement layer or refuge story position is formed, and described Inner is buried arm and is connected by overhanging arm with outside huge post.
The present invention is steel structure system, is arranged as required to bracing members, and the arrangement of support can punch or rigidity with building
It is required that being adjusted.The selection of gravity post can be carried out than choosing according to rigidity requirement.Main its load-bearing effect of gravity beam.Core Walls Structure
Outside huge post can be connected by semi-girder, by the weight transfer subregion on Core Walls Structure top to huge post, make Core Walls Structure internal gravity post
Size reduces.
Compared with prior art, the invention has the advantages that：
(1) there is light dead load using steel structure system, wind resistance and anti-seismic performance are good, building arrangements are flexible, construction speed
The advantages of degree is fast, construction industries degree is high and situ wet operation is few.
(2) due to using steel structure system and can be connected by semi-girder between outside huge post so that gravity column section chi
Very little reduction, structural construction flexible arrangement, structural elements influences small to building function.
Brief description of the drawings
Fig. 1 is the structural representation of low area's Core Walls Structure of embodiment 1；
Fig. 2 is the elevation of the core wall structure system of embodiment 1；
Fig. 3 is the plan of low area's Core Walls Structure (a), middle area's Core Walls Structure (b) and area's Core Walls Structure (c) high of embodiment 1；
Fig. 4 is the gravity post arrangement using central supported form in three-back-shaped low area's Core Walls Structure elevation；
Fig. 5 is the gravity post arrangement using accentric support form in three-back-shaped low area's Core Walls Structure elevation；
Fig. 6 is the elevation of the core wall structure system of embodiment 2；
Fig. 7 is the plan of low area's Core Walls Structure (a), middle area's Core Walls Structure (b) and area's Core Walls Structure (c) high of embodiment 2；
Fig. 8 is the gravity post arrangement using central supported form in nine grids Xing Di areas Core Walls Structure elevation；
Fig. 9 is the gravity post arrangement using accentric support form in nine grids Xing Di areas Core Walls Structure elevation.
In figure, 1 is gravity post, and 2 is gravity beam, and 3 is support, and 4 is tubular structure, and 5 is low area's Core Walls Structure, and 6 is middle area's core
Heart cylinder, 7 is area's Core Walls Structure high.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment 1
A kind of superelevation steel construction band support frame core wall structure system, as shown in Fig. 1~2, including multiple gravity posts 1,
Gravity beam 2 and support 3, gravity beam 2 is arranged on gravity post 1, and the multiple tubular structures 4 of formation are combined with gravity post 1, described
Support 3 is arranged on the side wall of tubular structure 4, and gravity post 1 is steel column or steel core concrete column, and gravity beam 2 is girder steel, support 3
It is bracing members.The arrangement of gravity post 1 is adjusted according to building requirements, distribution in three-back-shaped, and core wall structure system from
Under it is supreme take in successively, form low area's Core Walls Structure 5, middle area's Core Walls Structure 6 and area's Core Walls Structure 7 high, the number of gravity post 1 also subregion according to
Secondary reduction；
The distribution of tubular structure 4 of low area's Core Walls Structure 5 is in 4 × 4 matrix, and middle area's Core Walls Structure 6 is on the basis of low area's Core Walls Structure 5
On, takeing in be formed by four angles to low area's Core Walls Structure 5, area's Core Walls Structure 7 high takes on the basis of middle area's Core Walls Structure 6, high
The tubular structure 4 of area's Core Walls Structure 7 is provided with four, and distribution in the plane is in 2 × 2 square formation, as shown in Figure 3.
Support 3 is type steel support, and section is box or I-shaped.The form of support 3 uses central supported or accentric support,
As shown in figure 4, by the way of cross support, accentric support is as shown in figure 5, during accentric support for structural representation during central supported
By the way of the support of K shapes.The arrangement of support 3 punches or rigidity requirement is adjusted with building, be across individual layer small diagonal brace or
Across the big diagonal brace of multilayer.
This implementation has that dead load is light, wind resistance and anti-seismic performance are good, building arrangements are flexible, speed of application is fast, work of constructing
The advantages of industry degree is high and situ wet operation is few.
Embodiment 2
A kind of superelevation steel construction band support frame core wall structure system, as shown in fig. 6, including multiple gravity posts 1, gravity
Beam 2 and support 3, gravity beam 2 is arranged on gravity post 1, and the multiple tubular structures 4 of formation are combined with gravity post 1, and gravity post 1 is
Steel column or steel core concrete column, gravity beam 2 are girder steel, and support 3 is bracing members.The arrangement of gravity post 1 is carried out according to building requirements
Regulation, distribution is taken in successively from bottom to up in nine grids type, and core wall structure system, forms low area's Core Walls Structure 5, middle area's core
Heart cylinder 6 and area's Core Walls Structure 7 high, also subregion is reduced the number of gravity post 1 successively；
The distribution of gravity post 1 is in nine grids type, and the tubular structure 4 of low area's Core Walls Structure 5 is distributed in 3 × 3 square formation in the plane,
Middle area's Core Walls Structure 6 takes in be formed on the basis of low area's Core Walls Structure 5, and the tubular structure 4 of middle area's Core Walls Structure 6 is provided with 5, in plane
Upper distribution is in cross, and area's Core Walls Structure 7 high continues to take on the basis of middle area's Core Walls Structure 6, the tubular structure of area's Core Walls Structure 7 high
4 are provided with one, as shown in Figure 7.
Support 3 is type steel support, and section is box or I-shaped.The form of support 3 uses central supported or accentric support,
Structural representation during central supported is as shown in figure 8, by the way of the support of K shapes, accentric support is as shown in figure 9, during accentric support
By the way of the support of K shapes.The arrangement of support 3 punches or rigidity requirement is adjusted with building, be across individual layer small diagonal brace or
Across the big diagonal brace of multilayer.
This implementation has that dead load is light, wind resistance and anti-seismic performance are good, building arrangements are flexible, speed of application is fast, work of constructing
The advantages of industry degree is high and situ wet operation is few.
Embodiment 3
The present embodiment is substantially the same manner as Example 1, and difference is that the core wall structure system of the present embodiment also passes through
Semi-girder is connected with the huge post in the outside being arranged on outside core wall structure system.Wherein semi-girder buries semi-girder and overhanging arm including Inner, and Inner is buried
Semi-girder is formed by the gravity beam 2 positioned at enhancement layer or refuge story position, and Inner is buried arm and is connected by overhanging arm with outside huge post.
This implementation has that dead load is light, wind resistance and anti-seismic performance are good, building arrangements are flexible, speed of application is fast, work of constructing
The advantages of industry degree is high and situ wet operation is few, is connected so that gravity post between outside huge post by by it by semi-girder
Sectional dimension reduces, structural construction flexible arrangement, and structural elements influences small to building function.
Claims (7)
1. a kind of superelevation steel construction is with support frame core wall structure system, it is characterised in that including multiple gravity posts, gravity beam
And support, described gravity beam is arranged on gravity post, and forms multiple tubular structures with gravity column combination, and described support sets
Put on the side wall of tubular structure, described gravity post is steel column or steel core concrete column, and described gravity beam is girder steel, described
Support be bracing members.
2. a kind of superelevation steel construction according to claim 1 is with support frame core wall structure system, it is characterised in that institute
The arrangement of the gravity post stated is adjusted according to building requirements, and distribution is in nine grids type or three-back-shaped, and described Core Walls Structure
Structural system is taken in successively from bottom to up, forms low area's Core Walls Structure, middle area's Core Walls Structure and area's Core Walls Structure high；
When the distribution of gravity post is in nine grids type, the tubular structure of described low area's Core Walls Structure is distributed in 3 × 3 side in the plane
Battle array, described middle area's Core Walls Structure takes in be formed on the basis of low area's Core Walls Structure, and the tubular structure of middle area's Core Walls Structure is provided with 5,
Distribution in the plane is in cross, and described area's Core Walls Structure high continues to take on the basis of middle area's Core Walls Structure, area's Core Walls Structure high
Tubular structure be provided with one；
When the distribution of gravity post is in three-back-shaped, the tubular structure distribution of described low area's Core Walls Structure is in 4 × 4 matrix, described
Middle area's Core Walls Structure takes in be formed on the basis of low area's Core Walls Structure by four angles to low area's Core Walls Structure, described area's core high
Taken on the basis of Xin Tongzhong areas Core Walls Structure, the tubular structure of area's Core Walls Structure high is provided with four, distribution in the plane is in 2 × 2
Square formation.
3. with support frame core wall structure system, its feature exists a kind of superelevation steel construction according to claim 1 and 2
In support or accentric support centered on described support.
4. a kind of superelevation steel construction according to claim 3 is with support frame core wall structure system, it is characterised in that institute
The arrangement of the support stated punches with building or rigidity requirement is adjusted, and is the small diagonal brace across individual layer or the big diagonal brace across multilayer.
5. a kind of superelevation steel construction according to claim 1 is with support frame core wall structure system, it is characterised in that institute
The support stated is type steel support, and section is box or I-shaped.
6. a kind of superelevation steel construction according to claim 1 is with support frame core wall structure system, it is characterised in that institute
The core wall structure system stated also is connected by semi-girder with the huge post in the outside being arranged on outside core wall structure system.
7. a kind of superelevation steel construction according to claim 6 is with support frame core wall structure system, it is characterised in that institute
The semi-girder stated buries semi-girder and overhanging arm including Inner, and described Inner buries semi-girder by the gravity beam shape positioned at enhancement layer or refuge story position
Into described Inner is buried arm and is connected by overhanging arm with outside huge post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611035914.7A CN106703198A (en) | 2016-11-23 | 2016-11-23 | Ultra-high-steel-structured core tube structure system with supporting frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611035914.7A CN106703198A (en) | 2016-11-23 | 2016-11-23 | Ultra-high-steel-structured core tube structure system with supporting frame |
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| Publication Number | Publication Date |
|---|---|
| CN106703198A true CN106703198A (en) | 2017-05-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611035914.7A Pending CN106703198A (en) | 2016-11-23 | 2016-11-23 | Ultra-high-steel-structured core tube structure system with supporting frame |
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Citations (8)
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|---|---|---|---|---|
| CN1737279A (en) * | 2005-09-09 | 2006-02-22 | 北京工业大学 | Method for making built-in eccentric supporting steel truss concrete combined barrel and the barrel |
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| CN102535672A (en) * | 2012-02-15 | 2012-07-04 | 姚攀峰 | Novel hybrid huge anti-seismic structure and construction method thereof |
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2016
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|---|---|---|---|---|
| CN1737279A (en) * | 2005-09-09 | 2006-02-22 | 北京工业大学 | Method for making built-in eccentric supporting steel truss concrete combined barrel and the barrel |
| WO2011056897A2 (en) * | 2009-11-04 | 2011-05-12 | Framemax International Limited, A Hong Kong Limited Liability Company | Building system and method |
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| CN203977572U (en) * | 2014-04-30 | 2014-12-03 | 王本淼 | A kind of high-rise building that adopts cast-in-situ hollow building roof |
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170524 |
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| RJ01 | Rejection of invention patent application after publication |