CN107060204A - A kind of construction stability ring beam of slip - Google Patents
A kind of construction stability ring beam of slip Download PDFInfo
- Publication number
- CN107060204A CN107060204A CN201710040080.7A CN201710040080A CN107060204A CN 107060204 A CN107060204 A CN 107060204A CN 201710040080 A CN201710040080 A CN 201710040080A CN 107060204 A CN107060204 A CN 107060204A
- Authority
- CN
- China
- Prior art keywords
- ring beam
- slip
- construction stability
- fastener
- stability ring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention relates to a kind of construction stability ring beam for the slip being applied in high-rise, Super High framework Core Walls Structure work progress, belong to technical field of structural engineering.The construction stability ring beam of slip is made up of steel perimeter beam and fastener, and steel perimeter beam is lain in a horizontal plane between adjacent frame column, and two ends are connected with annular fastener, can be nested with the periphery of frame column and is fixedly connected with frame column.Construction stability ring beam can realize the sliding in framework core wall structure system short transverse by way of locking and opening fastener.Constructed using all steel, from heavy and light, Assembling and installation are more convenient；Only need to install once in the work progress of same engineering, then each cantilever frame post stable problem during walking of constructing is solved by vertically sliding, without repeatedly disassembling assembling；It is easy to disassemble, reclaim and recycle, thus cost can be saved to the full extent, shorten the duration, while reduces its ambient influnence to the full extent.
Description
Technical field
The present invention relates to a kind of construction stability for the slip being applied in high-rise, Super High framework Core Walls Structure work progress
Ring beam, belongs to technical field of structural engineering.
Background technology
With the continuous social and economic development, a large amount of high-rise, super-high building structures have been built both at home and abroad, and this works as center
Frame core wall structure system is one of the most commonly used architectural structure system.Framework core wall structure system by middle part Core Walls Structure
Collectively constituted with external frame system, wherein Core Walls Structure rigidity is larger, typically bear horizontal shear of the building system more than 80%
Effect.The horizontal outrigger truss arranged between Core Walls Structure and peripheral frame system by being spaced certain altitude is attached, to protect
Demonstrate,prove the cooperative bearing of inner cylinder and outer framework；Peripheral frame system between two adjacent semi-girder truss not with core
Cylinder produces connection.
Nowadays, partial high-level, Super High framework core wall structure system are led to reach more penetrating architectural effect
Often selection external surrounding frame, which is set a roof beam in place, is provided only on semi-girder girders layer, and the framework intercolumniation in the range of two semi-girder truss depths is both without frame
The connection set a roof beam in place, also not comprising oblique central supported.Such as the Shanxi high-rise frame Core Walls Structure project of input construction in the recent period, frame
Trestle is connectionless, unsupported maximum clear height spans 10 floors, highly up to more than 40 meters.
Similar engineering structure also has much therewith.Such building structure in work progress without exception all
Encounter frame column stable problem, i.e., when frame column builds completion and its upper end semi-girder truss and Vierendeel girder are not built also, this
When frame column become the cantilever mast up to tens of meters, easily occur flexing under vertical uniform load q, be also easy in level
Larger flexural deformation occurs under wind action, all will influence construction precision and construction safety.
At present, all ensured in general work progress by the way of interim cross-bridging is built in the framework intercolumniation of cantilever
The stabilization of frame column.There is problems with this method：(1) intercolumniation cross-bridging is built relatively complicated, and cost is higher；(2)
Cross-bridging is as temporary support component, it is necessary to be removed after the completion of being constructed in the region, while increase cost to a certain degree
The upper influence construction period.It would therefore be highly desirable to seek relatively low one kind cost in work progress, construction and remove conveniently to face
When strutting means.
The content of the invention
For the stable problem of peripheral cantilever frame post in high-rise, Super High framework core wall structure work progress, obtain
A kind of low cost and the solution for being easy to construction, the present invention propose a kind of construction stability ring beam of slip, and it is by steel perimeter beam
With fastener composition, in the work progress applied to high-rise frame core wall structure system, the steel perimeter beam lies in a horizontal plane in phase
Between adjacent frame column, two ends are connected with fastener；The fastener is annular steel member, can be nested with the periphery of frame column and with
Frame column is fixedly connected.
The construction stability ring beam of above-mentioned slip, can be realized in framework core by way of locking and opening fastener
Sliding in barrel structure system short transverse.
The construction stability ring beam of above-mentioned slip, conventional pattern includes octagon, hexagon, three kinds of quadrangle, actual
According to the difference of external surrounding frame trestle arrangement form in engineering, change the specific pattern and size of construction stability ring beam.
The construction stability ring beam of this kind of slip proposed by the present invention, with traditional interim cross support measure phase of intercolumniation
Than possessing advantages below：
(1) constructed using all steel, from heavy and light, Assembling and installation are more convenient, save manpower and material cost；
(2) only need to install once in the work progress of same engineering, then solve each construction step by vertically sliding
During cantilever frame post stable problem, without repeatedly disassembling assembling, saving human cost and do not influence the construction period；
(3) only it is made up of steel perimeter beam and fastener, it is easy to disassemble, reclaim and recycle, it is cost-effective while most
Its ambient influnence is reduced in big degree.
Brief description of the drawings
Fig. 1 is the framework core wall structure system front view for applying the stable ring beam of slip；
Fig. 2 is the A regional area axonometric drawings for the framework core wall structure system for applying the stable ring beam of slip；
Fig. 3-1 is the top view of the stable ring beam of slip：Using octagon pattern；
Fig. 3-2 is the top view of the stable ring beam of slip：Using hexagon pattern；
Fig. 3-3 is the top view of the stable ring beam of slip：Using quadrangle pattern；
Embodiment
The embodiment that the invention will now be described in detail with reference to the accompanying drawings.
As shown in Fig. 1~2, the framework core wall structure system for applying slip construction stability ring beam includes consisting of
Part：
1 --- steel perimeter beam；
2 --- fastener；
3 --- Core Walls Structure；
4 --- frame column；
5 --- Vierendeel girder；
6 --- semi-girder truss.
As shown in Fig. 1~2, the framework core wall structure system includes Core Walls Structure 3, frame column 4, Vierendeel girder 5, semi-girder purlin
Frame 6.The steel perimeter beam 1 is lain in a horizontal plane between adjacent frame column 5, and two ends are connected with fastener 2, and the fastener 2 is annular
Steel member, can be nested with the peripheral of frame column 4 and connection fixed thereto.And then, it is made up of the steel perimeter beam 1 and fastener 2
The construction stability ring beam of the slip, it is possible to achieve the ring connection between frame column 5, plays and provides transverse direction for frame column 5
The effect of stable support.
As shown in figure 1, the construction stability ring beam of the slip can realize it by way of locking and opening fastener
Sliding in the height direction.
As shown in Fig. 3-1~3-3, the construction stability ring beam of the slip includes three kinds of conventional patterns, i.e. octagon type
Formula (Fig. 3-1), hexagon pattern (Fig. 3-2), quadrangle pattern (Fig. 3-3).
Claims (3)
1. a kind of construction stability ring beam of slip, is made up of steel perimeter beam 1 and fastener 2, it is characterised in that applied to Highrise Frame
In the work progress of frame core wall structure system, the steel perimeter beam 1 is lain in a horizontal plane between adjacent frame column 5, and two ends are connected with
Fastener 2；The fastener 2 is annular steel member, can be nested with the periphery of frame column 4 and is fixedly connected with frame column 4.
2. the construction stability ring beam of slip according to claim 1, it is characterised in that can be fastened by locking and opening
The mode of part, realizes the sliding in framework core wall structure system short transverse.
3. the construction stability ring beam of slip according to claim 1, it is characterised in that the construction stability ring beam includes
Octagon, hexagon, three kinds of patterns of quadrangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710040080.7A CN107060204B (en) | 2017-01-18 | 2017-01-18 | A kind of construction stability ring beam of slip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710040080.7A CN107060204B (en) | 2017-01-18 | 2017-01-18 | A kind of construction stability ring beam of slip |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107060204A true CN107060204A (en) | 2017-08-18 |
| CN107060204B CN107060204B (en) | 2019-05-14 |
Family
ID=59598830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710040080.7A Active CN107060204B (en) | 2017-01-18 | 2017-01-18 | A kind of construction stability ring beam of slip |
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| Country | Link |
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| CN (1) | CN107060204B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196540A (en) * | 2020-09-22 | 2021-01-08 | 九州职业技术学院 | Method for protecting and transforming waste coal mine main well |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535672A (en) * | 2012-02-15 | 2012-07-04 | 姚攀峰 | Novel hybrid huge anti-seismic structure and construction method thereof |
| CN102888894A (en) * | 2012-06-06 | 2013-01-23 | 中国建筑第四工程局有限公司 | Structure and construction method for steel frame building with inner cylinder, outer frame and shape like Chinese character 'hui' |
| CN105986628A (en) * | 2015-02-11 | 2016-10-05 | 清华大学 | Buckling prevention supporting boom truss |
| 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 |
-
2017
- 2017-01-18 CN CN201710040080.7A patent/CN107060204B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535672A (en) * | 2012-02-15 | 2012-07-04 | 姚攀峰 | Novel hybrid huge anti-seismic structure and construction method thereof |
| CN102888894A (en) * | 2012-06-06 | 2013-01-23 | 中国建筑第四工程局有限公司 | Structure and construction method for steel frame building with inner cylinder, outer frame and shape like Chinese character 'hui' |
| CN105986628A (en) * | 2015-02-11 | 2016-10-05 | 清华大学 | Buckling prevention supporting boom truss |
| 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 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196540A (en) * | 2020-09-22 | 2021-01-08 | 九州职业技术学院 | Method for protecting and transforming waste coal mine main well |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107060204B (en) | 2019-05-14 |
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