CN108316558A - A kind of prompt about column with cross ribbed stiffener - Google Patents
A kind of prompt about column with cross ribbed stiffener Download PDFInfo
- Publication number
- CN108316558A CN108316558A CN201810343021.1A CN201810343021A CN108316558A CN 108316558 A CN108316558 A CN 108316558A CN 201810343021 A CN201810343021 A CN 201810343021A CN 108316558 A CN108316558 A CN 108316558A
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- ribbed stiffener
- column
- cross ribbed
- stiffener
- prompt
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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
- E04C3/32—Columns; Pillars; Struts of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention proposes a kind of prompt about column with cross ribbed stiffener, including cross ribbed stiffener, ripple side plate and corner steel pipe, four or four are evenly arranged with upper corner steel pipe, ripple side plate is equipped between two adjacent corner steel pipes, to surround a hollow column structure, the hollow part for the column structure that at least one cross ribbed stiffener is uniformly set to along the vertical direction of column structure, and the endpoint of cross ribbed stiffener is connected with corner steel pipe, it is cumbersome in the presence of constructing to solve traditional structural column, wasting manpower and material resources, less economical problem.
Description
Technical field
The invention belongs to build, civil engineering technical field more particularly to a kind of prompt about column with cross ribbed stiffener.
Background technology
Traditional structural column be concrete frame trestle or steel core concrete column,
One of traditional architectural structural system, usually a large amount of foot is set up in pure concrete frame trestle, construction site
Hand cradle engineering is as template system, and each formwork structure is all independently formed, and only works, makes in the concreting stage
It is wasted at a large amount of manpower and materials；
The two of traditional architectural structural system, using steel core concrete column,《Concrete filled steel tube technical specification》、《Steel
Code for structural design》Etc. national standards specification the steel tubing portions of concrete filled steel tube technology are proposed with relatively high requirement；Such as it is cold
The ratio between the curved thin wall type steel pipe steel tube section length of side and wall thickness B/t should not exceedThe slenderness ratio λ of column is not greater than 80, phase
Compared with individual steel pipe,《Code for design of steel structures》Slenderness ratio 150 have more strict requirements.In view of the limit of these specifications
System, if doing concrete-filled steel tubular column, wall thickness certainly will be very thick, and other conditions are also more stringent, and steel using amount is very big, to entire
The economy of structure is very poor.
Invention content
It is an object of the invention to propose a kind of prompt about column with cross ribbed stiffener, to solve knot traditional in background technology
There is cumbersome, the wasting manpower and material resources that construct, less economical problem in structure column.
To solve the above problems, the present invention proposes a kind of prompt about column, including cross ribbed stiffener, ripple with cross ribbed stiffener
Side plate and corner steel pipe；Wherein, four or four corner steel pipes described above are evenly arranged, specific corner steel pipe quantity according to
Corresponding structure stress requires setting, the ripple side plate is equipped between adjacent two corner steel pipes, to surround
The column structure of the heart；At least one cross ribbed stiffener is uniformly set to the column along the vertical direction of the column structure
The hollow part of structure, and the endpoint of the cross ribbed stiffener is connected with the corner steel pipe.
Preferably, the cross ribbed stiffener is formed by least two stiffener cross arrangements, the quantity of specific stiffener
It requires to be arranged according to corresponding structure stress, diagonally be arranged between two corner steel pipes through the stiffener with diagonal
The mode of oblique pull achieves a fixed connection；By the stiffener with to drawing between two corner steel pipes being arranged at opposite
Situation achieve a fixed connection.
Preferably, the column structure is cuboid column structure.
Preferably, the cross ribbed stiffener is cold-rolled forming section structural connection.
Preferably, the cold-rolled forming section structural connection includes plank, angle steel or channel steel.
Compared with prior art, of the invention to be advantageous in that：The prompt about column of the present invention makes including more corner steel pipes
Angle forms drawknot, and drum song, hoop effect in the middle part of prompt about column is effectively prevent to greatly improve；Cross ribbed stiffener is equivalent to one big shearing
Nail, can be more efficiently combined with concrete, whole collective effect, and substantially increases the bearing capacity of prompt about column,
Concrete will not be influenced when construction pours work；Cross ribbed stiffener subsection setup in prompt about column, makes shaft be segmented drawknot
Reinforce, axis pressure and biasing ability is greatly promoted, to improve the globality and anti-seismic performance of its structure；The structure letter of the present invention
It is single, it is easy for construction, it reduces the input of manpower and material resources and uses, it is economical brief.
Description of the drawings
Fig. 1 is a kind of overall structure figure of the prompt about column with cross ribbed stiffener in this implementation new embodiment one；
Fig. 2 is a kind of vertical view of the prompt about column with cross ribbed stiffener in this implementation new embodiment one；
Fig. 3 is a kind of overall structure figure of the prompt about column with cross ribbed stiffener in this implementation new embodiment two；
Fig. 4 is a kind of vertical view of the prompt about column with cross ribbed stiffener in this implementation new embodiment two.
Specific implementation mode
To make the object, technical solutions and advantages of the present invention clearer, technical scheme of the present invention will be made below into
Illustrate to one step.
As shown in Figure 1, a kind of prompt about column, including cross ribbed stiffener 1,2 and of ripple side plate with cross ribbed stiffener of the present invention
Corner steel pipe 3, wherein four or four are evenly arranged with upper corner steel pipe 3, and wave is equipped between adjacent two corner steel pipes 3
Line side plate 2, to surround a hollow column structure, at least one cross ribbed stiffener 1 is uniformly set along the vertical direction of column structure
In column structure hollow part, and the endpoint of cross ribbed stiffener 1 is connected with corner steel pipe 3.
In the present embodiment, cross ribbed stiffener 1 is formed by least two 11 cross arrangements of stiffener, is diagonally arranged two
It is achieved a fixed connection in a manner of diagonal oblique pull stiffener 11 between corner steel pipe 3, two corners being arranged at opposite
It is achieved a fixed connection with the situation to drawing by stiffener 11 between steel pipe 3.
In the present embodiment, column structure is cuboid column structure, and cross ribbed stiffener 1 connects for cold-rolled forming section structure
Part, cold-rolled forming section structural connection include plank, angle steel or channel steel.
In the present embodiment, prompt about column of the invention makes more corner steel pipes 3 angle formation drawknot inside, effectively prevent victory about
Drum is bent in the middle part of column, and hoop effect greatly improves, and cross ribbed stiffener 1 is equivalent to a big WELDING STUDS, can be more efficiently with mixed
Solidifying soil combines, whole collective effect, and substantially increases the bearing capacity of prompt about column, will not influence concrete in construction
Pour work, the subsection setup in prompt about column of cross ribbed stiffener 1 makes shaft segmentation drawknot reinforce, greatly promote axis pressure and
Biasing ability, to improve the globality and anti-seismic performance of its structure, structure of the invention is simple, easy for construction, reduces people
The input of power material resources and use, it is economical brief.
It, below will the present invention will be further described by embodiment to make technical scheme of the present invention definitely：
Embodiment one
As depicted in figs. 1 and 2, four corner steel pipes 3 are evenly arranged in embodiment one, adjacent two corner steel pipes 3 it
Between be equipped with ripple side plate 2, to surround a hollow cuboid column structure, at least one cross ribbed stiffener 1 is along column structure
The hollow part for the column structure that vertical direction is uniformly set to, and the endpoint of cross ribbed stiffener 1 is connected with corner steel pipe 3, ten
Word ribbed stiffener is formed by two stiffener cross arrangements, is diagonally arranged between two corner steel pipes 3 through stiffener 11 with right
The mode of angle oblique pull achieves a fixed connection.
Embodiment two
As shown in Figure 3 and Figure 4, eight corner steel pipes 3 are evenly arranged in embodiment two, adjacent two corner steel pipes 3 it
Between be equipped with ripple side plate 2, to surround a hollow cuboid column structure, at least one cross ribbed stiffener 1 is along column structure
The hollow part for the column structure that vertical direction is uniformly set to, and the endpoint of cross ribbed stiffener 1 is connected with corner steel pipe 3, ten
Word ribbed stiffener is formed by four stiffener cross arrangements, is diagonally arranged between two corner steel pipes 3 through stiffener 11 with right
The mode of angle oblique pull achieves a fixed connection, by stiffener 11 with to drawing between two corner steel pipes 3 being arranged at opposite
Situation achieves a fixed connection.
The preferred embodiment of the present invention is above are only, does not play the role of any restrictions to the present invention.Belonging to any
Those skilled in the art, in the range of not departing from technical scheme of the present invention, to the invention discloses technical solution and
Technology contents make the variations such as any type of equivalent replacement or modification, belong to the content without departing from technical scheme of the present invention, still
Within belonging to the scope of protection of the present invention.
Claims (5)
1. a kind of prompt about column with cross ribbed stiffener, which is characterized in that including cross ribbed stiffener, ripple side plate and corner steel pipe；
Wherein, four or four corner described above steel pipes are evenly arranged；The wave is equipped between two adjacent corner steel pipes
Line side plate, to surround a hollow column structure；Vertical direction of at least one cross ribbed stiffener along the column structure
It is uniformly set to the hollow part of the column structure, and the endpoint of the cross ribbed stiffener is connected with the corner steel pipe.
2. the prompt about column according to claim 1 with cross ribbed stiffener, which is characterized in that the cross ribbed stiffener is by least
Two stiffener cross arrangements form；Diagonally it is arranged between two corner steel pipes through the stiffener with diagonal oblique pull
Mode achieve a fixed connection；By the stiffener with the shape to drawing between two corner steel pipes being arranged at opposite
Gesture achieves a fixed connection.
3. the prompt about column according to claim 1 with cross ribbed stiffener, which is characterized in that the column structure is cuboid
Column structure.
4. the prompt about column according to claim 1 with cross ribbed stiffener, which is characterized in that the cross ribbed stiffener is clod wash
Formed steel construction connector.
5. the prompt about column according to claim 5 with cross ribbed stiffener, which is characterized in that the cold-rolled forming section structure connection
Part includes plank, angle steel or channel steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810343021.1A CN108316558A (en) | 2018-04-17 | 2018-04-17 | A kind of prompt about column with cross ribbed stiffener |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810343021.1A CN108316558A (en) | 2018-04-17 | 2018-04-17 | A kind of prompt about column with cross ribbed stiffener |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108316558A true CN108316558A (en) | 2018-07-24 |
Family
ID=62898609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810343021.1A Pending CN108316558A (en) | 2018-04-17 | 2018-04-17 | A kind of prompt about column with cross ribbed stiffener |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108316558A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853846A (en) * | 2019-04-09 | 2019-06-07 | 哈尔滨工业大学 | A kind of building structure light gauge cold-formed steel shape hollow wing edge combined member |
| CN110552464A (en) * | 2019-09-05 | 2019-12-10 | 上海欧本钢结构有限公司 | Column and manufacturing method thereof |
| CN110552463A (en) * | 2019-09-05 | 2019-12-10 | 上海欧本钢结构有限公司 | column and manufacturing method thereof |
| CN111364606A (en) * | 2020-03-25 | 2020-07-03 | 中铁二院成都勘察设计研究院有限责任公司 | Steel and concrete combined structure system and construction method |
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| JP2010007250A (en) * | 2008-06-24 | 2010-01-14 | Takenaka Komuten Co Ltd | Column and building |
| CN102400518A (en) * | 2011-11-18 | 2012-04-04 | 江苏沪宁钢机股份有限公司 | Section-variable crossed circular tube switching steel column and manufacturing method thereof |
| CN104695624A (en) * | 2015-01-22 | 2015-06-10 | 华星钢构股份有限公司 | Large-cross-section box column and processing technology thereof |
| CN106760201A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | There are concavo-convex U-steel and its internal connection coupled column in corner |
| CN107227822A (en) * | 2017-07-24 | 2017-10-03 | 上海欧本钢结构有限公司 | Building post and its construction technology that a kind of steel pipe is combined with batten plate |
| CN208815772U (en) * | 2018-04-17 | 2019-05-03 | 上海欧本钢结构有限公司 | A kind of prompt about column with cross ribbed stiffener |
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2018
- 2018-04-17 CN CN201810343021.1A patent/CN108316558A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2010007250A (en) * | 2008-06-24 | 2010-01-14 | Takenaka Komuten Co Ltd | Column and building |
| CN102400518A (en) * | 2011-11-18 | 2012-04-04 | 江苏沪宁钢机股份有限公司 | Section-variable crossed circular tube switching steel column and manufacturing method thereof |
| CN104695624A (en) * | 2015-01-22 | 2015-06-10 | 华星钢构股份有限公司 | Large-cross-section box column and processing technology thereof |
| CN106760201A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | There are concavo-convex U-steel and its internal connection coupled column in corner |
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| CN208815772U (en) * | 2018-04-17 | 2019-05-03 | 上海欧本钢结构有限公司 | A kind of prompt about column with cross ribbed stiffener |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853846A (en) * | 2019-04-09 | 2019-06-07 | 哈尔滨工业大学 | A kind of building structure light gauge cold-formed steel shape hollow wing edge combined member |
| CN110552464A (en) * | 2019-09-05 | 2019-12-10 | 上海欧本钢结构有限公司 | Column and manufacturing method thereof |
| CN110552463A (en) * | 2019-09-05 | 2019-12-10 | 上海欧本钢结构有限公司 | column and manufacturing method thereof |
| CN110552463B (en) * | 2019-09-05 | 2021-11-05 | 上海欧本钢结构有限公司 | Column and manufacturing method thereof |
| CN110552464B (en) * | 2019-09-05 | 2021-11-05 | 上海欧本钢结构有限公司 | Column and manufacturing method thereof |
| CN111364606A (en) * | 2020-03-25 | 2020-07-03 | 中铁二院成都勘察设计研究院有限责任公司 | Steel and concrete combined structure system and construction method |
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