CN106836642A - A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection - Google Patents
A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection Download PDFInfo
- Publication number
- CN106836642A CN106836642A CN201710042633.2A CN201710042633A CN106836642A CN 106836642 A CN106836642 A CN 106836642A CN 201710042633 A CN201710042633 A CN 201710042633A CN 106836642 A CN106836642 A CN 106836642A
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- Prior art keywords
- steel pipe
- rectangular steel
- shaped column
- buckling
- special
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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
- E04C3/30—Columns; Pillars; Struts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses a kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection, it is made up of an intermediate rectangular steel pipe and at least two peripheral rectangular steel pipes, the intermediate rectangular steel pipe is connected by connecting plate respectively with the upper and lower ends of peripheral rectangular steel pipe, the connecting plate vertical is set and perpendicular with the side of the intermediate rectangular steel pipe and peripheral rectangular steel pipe, horizontal floor is provided between the connecting plate at equal intervals, it is oblique between the horizontal floor to be provided with anti-buckling floor, concrete structure has been poured in the intermediate rectangular steel pipe and peripheral rectangular steel pipe.It is suitable for requirement of the steel structure of housing to space, increases interior architecture usable floor area.The important feature system of engineer applied is turned into, steel pipe concrete profiled pile structure solves the buildings such as daylighting is high, divulge information, building structure inner space utilization rate is high, economize on resources and uses functional requirement.
Description
Technical field
It is to be related to a kind of anti-buckling cant timber specifically the present invention relates to a kind of Special-Shaped Column in building structure
The concrete filled steel tube combined special-shaped column of connection..
Background technology
Present concrete filled steel tube is that fill concrete is constituted in steel pipe, and it utilizes two kinds of materials of steel pipe and concrete
The effect of contraction of interaction in loading process, i.e. steel pipe to core concrete so that concrete is in three dimension stress
State, so that concrete strength is improved, ductility is improved；At the same time, due to the presence of concrete, can delay or
Avoid the steel pipe local buckling occurs to early, it is ensured that steel performance gives full play to.In the work progress of concrete filled steel tube, steel pipe
Formwork cost can be saved as the formwork for placing of its core concrete, compared with armored concrete, accelerate construction speed
Degree.
The proposition of concrete filled steel tube combined special-shaped column has benefited from that its sectional dimension is small, and post is built with accomplish wide with body of wall so as to avoid
Build the problem that salient angle influence house usable floor area and house fitting-up occurs in corner.In past several years, concrete filled steel tube combination is different
Shape post has obtained certain development, is also applied in some Practical Projects.Widely used at present is batten plate formula
Connection or the steel pipe concrete profiled pile of lacing formula connection, the defect of these Special-Shaped Columns are that horizontal floor is more, welding difficulty
It is larger, and lateral resistance behavior is limited, the lateral resistance behavior for being difficult to meet skyscraper in requirements for fortification against earthquake area higher will
Ask, limit the application and development of concrete filled steel tube combined special-shaped column.
In order to solve, the horizontal floor of steel pipe concrete profiled pile is more, welding difficulty is larger, and lateral resistance behavior is limited,
The problems such as requirements for fortification against earthquake area higher is difficult to the lateral resistance behavior requirement for meeting skyscraper, it is necessary to seek one kind can
Meet lateral resistance requirement, the scene steel pipe concrete profiled pile form that energy Fast Installation is constructed again.
The content of the invention
The invention aims to overcome deficiency of the prior art, there is provided a kind of lateral resistance behavior is excellent, and is beneficial to
Process the concrete filled steel tube combined special-shaped column of the anti-buckling cant timber connection installed.
The purpose of the present invention is achieved through the following technical solutions：
A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection, by an intermediate rectangular steel pipe and at least two
The upper and lower ends of root periphery rectangular steel pipe composition, the intermediate rectangular steel pipe and peripheral rectangular steel pipe pass through connecting plate phase respectively
Even, the connecting plate vertical is set and perpendicular with the side of the intermediate rectangular steel pipe and peripheral rectangular steel pipe, the connection
Horizontal floor is provided between plate at equal intervals, it is oblique between the horizontal floor to be provided with anti-buckling floor, the intermediate rectangular
Concrete structure has been poured in steel pipe and peripheral rectangular steel pipe.
The Special-Shaped Column is different for L-shaped by cross section that the peripheral rectangular steel pipe of an intermediate rectangular steel pipe and two is constituted
Shape post.
The Special-Shaped Column is different for T-shaped by cross section that the peripheral rectangular steel pipe of an intermediate rectangular steel pipe and three is constituted
Shape post.
The Special-Shaped Column is cross by the cross section that the peripheral rectangular steel pipe of an intermediate rectangular steel pipe and four is constituted
Special-Shaped Column.
The connecting plate, horizontal floor and anti-buckling floor are constituted by steel plate.
Compared with prior art, the beneficial effect that technical scheme is brought is：
(1) sectional dimension is small and flexible arrangement, can be hidden in construction wall from without dew post, is suitable for steel structure of housing pair
The requirement in space, increases interior architecture usable floor area.The important feature system of engineer applied, steel pipe concrete profiled pile are turned into
Structure solves the buildings such as daylighting is high, divulge information, building structure inner space utilization rate is high, economize on resources and uses functional requirement.
(2) workload of weld seam quantity and on-the-spot welding is reduced, speed of application is accelerated, construction costs is reduced.Compare
In the steel pipe concrete profiled pile that batten plate formula or lacing formula are connected, the horizontal floor of the Special-Shaped Column is few, so that weld seam quantity is small, construction
Speed is fast, while reducing the influence of residual stress and residual deformation that welding brings, reduces the initial imperfection of Special-Shaped Column, increases
The strong overall performance of Special-Shaped Column.
(3) angularly disposed anti-buckling floor can be surrendered under horizontal force action prior to main body steel pipe, so that the level that dissipates
Power, main body steel pipe continues to carry, and with excellent lateral resistance behavior, can be widely used for requirements for fortification against earthquake skyscraper high
In, in coming earthquake, the quality time can be striven for for people life property safety.
Brief description of the drawings
Fig. 1-1,1-2 and 1-3 are respectively the floor map of L-shaped of the present invention, T-shaped and cross combined special-shaped column.
Fig. 2-1,2-2 and 2-3 are respectively the schematic three dimensional views of L-shaped of the present invention, T-shaped and cross combined special-shaped column.
Reference：1- intermediate rectangular steel pipes, 2- peripheries rectangular steel pipe, 3- connecting plates, the horizontal floors of 4-, 5- concrete knots
Structure, the anti-buckling floors of 6-
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings：
A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection, by an intermediate rectangular steel pipe 1 and at least
Two peripheral rectangular steel pipes 2 are constituted, and the upper and lower ends of intermediate rectangular steel pipe 1 and peripheral rectangular steel pipe 2 pass through the phase of connecting plate 3 respectively
Even, the vertical of connecting plate 3 is set and perpendicular with the side of intermediate rectangular steel pipe 1 and peripheral rectangular steel pipe 2, between connecting plate 3 etc.
The welding of spacing is provided with horizontal floor 4, horizontal floor 4 and the intermediate rectangular steel pipe 1 for being located at its two ends and peripheral rectangular steel pipe 2
Welding, between horizontal floor 4, the angularly disposed anti-buckling floor 6 in the both sides of connecting plate 3, anti-buckling floor 6 be located at its two ends
Intermediate rectangular steel pipe 1 and peripheral rectangular steel pipe 2 and connecting plate 3 are welded, in intermediate rectangular steel pipe 1 and interior point of peripheral rectangular steel pipe 2
Concrete structure 5 has not been poured.Connecting plate 3, horizontal floor 4 and anti-buckling floor 6 are constituted by steel plate in the present embodiment.
The present embodiment intermediate rectangular steel pipe 1 and two cross sections of the cellular construction of adjacent peripheral rectangular steel pipe 2 are in L
The cross section of shape, intermediate rectangular steel pipe 1 and three cellular constructions of adjacent peripheral rectangular steel pipe 2 is T-shaped, intermediate rectangular steel pipe
1 and four cross sections of the cellular construction of adjacent peripheral rectangular steel pipe 2 be in cross.
Embodiment 1：
Fig. 1-1 and Fig. 2-1 are referred to, peripheral rectangular steel pipe there are two, and the cross section of Special-Shaped Column is L-shaped.
Embodiment 2：
Fig. 1-2 and Fig. 2-2 are referred to, peripheral rectangular steel pipe there are three, and the cross section of Special-Shaped Column is T-shaped.
Embodiment 3：
Fig. 1-3 and Fig. 2-3 are referred to, peripheral rectangular steel pipe there are four, and the cross section of Special-Shaped Column is in cross.
The present invention is not limited to embodiments described above.Description to specific embodiment above is intended to describe and says
Bright technical scheme, above-mentioned specific embodiment is only schematical, is not restricted.This is not being departed from
In the case of invention objective and scope of the claimed protection, one of ordinary skill in the art may be used also under enlightenment of the invention
The specific conversion of many forms is made, these are belonged within protection scope of the present invention.
Claims (5)
1. the concrete filled steel tube combined special-shaped column that a kind of anti-buckling cant timber is connected, it is characterised in that by an intermediate rectangular steel
The upper and lower ends of pipe and at least two peripheral rectangular steel pipe compositions, the intermediate rectangular steel pipe and peripheral rectangular steel pipe pass through respectively
Connecting plate is connected, and the connecting plate vertical is set and perpendicular with the side of the intermediate rectangular steel pipe and peripheral rectangular steel pipe,
Horizontal floor is provided between the connecting plate at equal intervals, it is oblique between the horizontal floor to be provided with anti-buckling floor, it is described
Concrete structure has been poured in intermediate rectangular steel pipe and peripheral rectangular steel pipe.
2. the concrete filled steel tube combined special-shaped column that a kind of anti-buckling cant timber is connected according to claim 1, it is characterised in that
The Special-Shaped Column is the Special-Shaped Column of L-shaped by the cross section that the peripheral rectangular steel pipe of an intermediate rectangular steel pipe and two is constituted.
3. the concrete filled steel tube combined special-shaped column that a kind of anti-buckling cant timber is connected according to claim 1, it is characterised in that
The Special-Shaped Column is the Special-Shaped Column of T-shaped by the cross section that the peripheral rectangular steel pipe of an intermediate rectangular steel pipe and three is constituted.
4. the concrete filled steel tube combined special-shaped column that a kind of anti-buckling cant timber is connected according to claim 1, it is characterised in that
The Special-Shaped Column is criss-cross Special-Shaped Column by the cross section that the peripheral rectangular steel pipe of an intermediate rectangular steel pipe and four is constituted.
5. the concrete filled steel tube combined special-shaped column that a kind of anti-buckling cant timber is connected according to claim 1, it is characterised in that
The connecting plate, horizontal floor and anti-buckling floor are constituted by steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710042633.2A CN106836642A (en) | 2017-01-20 | 2017-01-20 | A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710042633.2A CN106836642A (en) | 2017-01-20 | 2017-01-20 | A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836642A true CN106836642A (en) | 2017-06-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710042633.2A Pending CN106836642A (en) | 2017-01-20 | 2017-01-20 | A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386447A (en) * | 2017-07-19 | 2017-11-24 | 天津大学 | A kind of assembled Mixed Architecture suitable for high residential building |
| CN107905451A (en) * | 2017-10-17 | 2018-04-13 | 天津大学 | A kind of special-shaped column composed of concrete-filled square steel tubes based on ratio-frequency welding H profile steel |
| CN108360745A (en) * | 2018-02-27 | 2018-08-03 | 青岛理工大学 | Assembled double-energy-consumption recoverable square concrete filled steel tube combination column and installation method thereof |
| CN108999338A (en) * | 2018-09-27 | 2018-12-14 | 西安理工大学 | A kind of more limb L shape Special-Shaped Columns and its assembly method of built-in stem recoverable function |
| CN108999337A (en) * | 2018-09-27 | 2018-12-14 | 西安理工大学 | A kind of more limb circular columns and its assembly method of built-in stem recoverable function |
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| GB1339482A (en) * | 1970-08-19 | 1973-12-05 | Syma Intercontinental Sa | Building constructions |
| CN101565969A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Indirect assembly concrete-filled steel tube combined special-shaped column and production method thereof |
| CN101565968A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Direct assembly concrete-filled steel tube combined special-shaped column and production method thereof |
| CN201411824Y (en) * | 2009-05-27 | 2010-02-24 | 天津大学 | Direct assembled steel pipe concrete combination special-shaped column |
| CN102677824A (en) * | 2012-05-17 | 2012-09-19 | 天津大学 | Special-shaped composite concrete-filled steel tube column matched with spiral stirrups and making method of special-shaped composite concrete-filled steel tube column |
| CN202831403U (en) * | 2012-10-16 | 2013-03-27 | 浙江树人大学 | FRP (fiber reinforce plastic) pipe-concrete-steel pipe combination column |
| CN103276793A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel frame-central support system |
| CN103410241A (en) * | 2013-03-29 | 2013-11-27 | 清华大学 | Anti-buckling supporting member with lattice type three-circular-pipe cross section |
| CN103410218A (en) * | 2013-07-26 | 2013-11-27 | 北京工业大学 | Fabricated multistory and high-rise prestressed steel frame-sway brace system provided with special-shaped columns |
| CN105171199A (en) * | 2015-06-09 | 2015-12-23 | 湖北精工钢结构有限公司 | Manufacturing method for double-rhombus connection structure |
| CN206495414U (en) * | 2017-01-20 | 2017-09-15 | 天津大学 | A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection |
-
2017
- 2017-01-20 CN CN201710042633.2A patent/CN106836642A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1339482A (en) * | 1970-08-19 | 1973-12-05 | Syma Intercontinental Sa | Building constructions |
| CN101565969A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Indirect assembly concrete-filled steel tube combined special-shaped column and production method thereof |
| CN101565968A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Direct assembly concrete-filled steel tube combined special-shaped column and production method thereof |
| CN201411824Y (en) * | 2009-05-27 | 2010-02-24 | 天津大学 | Direct assembled steel pipe concrete combination special-shaped column |
| CN102677824A (en) * | 2012-05-17 | 2012-09-19 | 天津大学 | Special-shaped composite concrete-filled steel tube column matched with spiral stirrups and making method of special-shaped composite concrete-filled steel tube column |
| CN202831403U (en) * | 2012-10-16 | 2013-03-27 | 浙江树人大学 | FRP (fiber reinforce plastic) pipe-concrete-steel pipe combination column |
| CN103410241A (en) * | 2013-03-29 | 2013-11-27 | 清华大学 | Anti-buckling supporting member with lattice type three-circular-pipe cross section |
| CN103276793A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel frame-central support system |
| CN103410218A (en) * | 2013-07-26 | 2013-11-27 | 北京工业大学 | Fabricated multistory and high-rise prestressed steel frame-sway brace system provided with special-shaped columns |
| CN105171199A (en) * | 2015-06-09 | 2015-12-23 | 湖北精工钢结构有限公司 | Manufacturing method for double-rhombus connection structure |
| CN206495414U (en) * | 2017-01-20 | 2017-09-15 | 天津大学 | A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386447A (en) * | 2017-07-19 | 2017-11-24 | 天津大学 | A kind of assembled Mixed Architecture suitable for high residential building |
| CN107905451A (en) * | 2017-10-17 | 2018-04-13 | 天津大学 | A kind of special-shaped column composed of concrete-filled square steel tubes based on ratio-frequency welding H profile steel |
| CN108360745A (en) * | 2018-02-27 | 2018-08-03 | 青岛理工大学 | Assembled double-energy-consumption recoverable square concrete filled steel tube combination column and installation method thereof |
| CN108360745B (en) * | 2018-02-27 | 2020-05-19 | 青岛理工大学 | Assembled double-energy-consumption recoverable square concrete filled steel tube combination column and installation method thereof |
| CN108999338A (en) * | 2018-09-27 | 2018-12-14 | 西安理工大学 | A kind of more limb L shape Special-Shaped Columns and its assembly method of built-in stem recoverable function |
| CN108999337A (en) * | 2018-09-27 | 2018-12-14 | 西安理工大学 | A kind of more limb circular columns and its assembly method of built-in stem recoverable function |
| CN108999338B (en) * | 2018-09-27 | 2020-08-18 | 西安理工大学 | Multi-limb L-shaped special-shaped column with built-in core column capable of restoring function and assembling method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170613 |
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| RJ01 | Rejection of invention patent application after publication |