CN201722848U - L-shaped concrete column - Google Patents

L-shaped concrete column Download PDF

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Publication number
CN201722848U
CN201722848U CN2010202457220U CN201020245722U CN201722848U CN 201722848 U CN201722848 U CN 201722848U CN 2010202457220 U CN2010202457220 U CN 2010202457220U CN 201020245722 U CN201020245722 U CN 201020245722U CN 201722848 U CN201722848 U CN 201722848U
Authority
CN
China
Prior art keywords
steel
web
shaped
shaped steel
concrete
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.)
Expired - Fee Related
Application number
CN2010202457220U
Other languages
Chinese (zh)
Inventor
李志安
张蕾春
刘帝祥
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HANGZHOU EAST CHINA STEEL MANUFACTURING Co Ltd
Original Assignee
HANGZHOU EAST CHINA STEEL MANUFACTURING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HANGZHOU EAST CHINA STEEL MANUFACTURING Co Ltd filed Critical HANGZHOU EAST CHINA STEEL MANUFACTURING Co Ltd
Priority to CN2010202457220U priority Critical patent/CN201722848U/en
Application granted granted Critical
Publication of CN201722848U publication Critical patent/CN201722848U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an abnormal concrete column, in particular to an L-shaped concrete column comprising a steel frame for the L-shaped column and a concrete wall, wherein the steel frame for the L-shaped column is arranged in the concrete wall and consists of first T-shaped steel, second T-shaped steel, third T-shaped steel and a web member, a web plate of the first T-shaped steel is arranged opposite to a web plate of the second T-shaped steel, a web plate of the third T-shaped steel is opposite to a wing plate of the first T-shaped steel, and a plurality of web plates are used for connecting the web plate of the first T-shaped steel with the web plate of the second T-shaped steel and the wing plate of the first T-shaped steel with the web plate of the third T-shaped steel. Compared with the prior art, the L-shaped concrete column has the advantages of high bearing capacity, good stretchability, strong energy dissipation, good vibration resistance, and the like, thereby having broad application prospect.

Description

L type concrete column
Technical field
The utility model relates to a kind of special-shaped concrete column, a kind of especially L type concrete column.
Background technology
Mating type steel-concrete structure of the prior art (Steel Reinforced Concrete; be called for short the SRC structure) and the steel reinforced concrete special-shaped column structure of special-shaped column structure advantage; because hetermorphiscal column post limb thickness is thinner usually; concrete is little to the more traditional SRC rectangular column of the protective layer thickness of shaped steel, and shaped steel and concrete adhesion stress are less than reinforcing bar and concrete adhesion stress.
Summary of the invention
The purpose of this utility model is exactly the weak point in the background technology, and the L type that a kind of supporting capacity is good, shock resistance is strong concrete column is provided.
For achieving the above object, the utility model adopts following technical scheme: L type concrete column, comprise L type post steel frame and concrete wall, L type post steel frame is arranged in the concrete wall, described L type post steel frame is made of first T-steel, second T-steel, the 3rd T-steel and web member, the web of the web of first T-steel and second T-steel is oppositely arranged, the web of the 3rd T-steel is relative with the wing plate of first T-steel, is connected by some web members between the web of the web of the web of first T-steel and second T-steel and the wing plate of first T-steel and the 3rd T-steel.
For a kind of optimization of the present utility model, described some web members are divided into some triangles with the web of first T-steel and the plane a that web constituted of second T-steel and the wing plate of first T-steel and the plane b that web constituted of the 3rd T-steel.
The utility model is compared with background technology, has that bearing capacity height, ductility are good, energy dissipation capacity reaches advantages such as anti-seismic performance is good by force, has broad application prospects.
Description of drawings
Fig. 1 is the cross section structure schematic diagram of L type concrete column.
Fig. 2 is the perspective view of L type post steel frame.
The specific embodiment
Embodiment 1: with reference to Fig. 1 and 2.L type concrete column, comprise L type post steel frame and concrete wall 4, L type post steel frame is arranged in the concrete wall 4, described L type post steel frame is made of first T-steel 1, second T-steel 2, the 3rd T-steel 3 and web member 5, the web of the web of first T-steel 1 and second T-steel 2 is oppositely arranged, the web of the 3rd T-steel 3 is relative with the wing plate of first T-steel 1, is connected by some web members 5 between the web of the web of the web of first T-steel 1 and second T-steel 2 and the wing plate of first T-steel 1 and the 3rd T-steel 3.Described some web members 5 are divided into some triangles with the web of first T-steel 1 and the plane a that web constituted of second T-steel 2 and the wing plate of first T-steel 1 and the plane b that web constituted of the 3rd T-steel 3.
What need understand is; though present embodiment is to the utility model detailed explanation of contrasting; but these explanations; just to simple declaration of the present utility model; rather than to restriction of the present utility model; any innovation and creation that do not exceed in the utility model connotation all fall in the protection domain of the present utility model.

Claims (2)

1. L type concrete column, comprise L type post steel frame and concrete wall, L type post steel frame is arranged in the concrete wall, it is characterized in that: described L type post steel frame is made of first T-steel, second T-steel, the 3rd T-steel and web member, the web of the web of first T-steel and second T-steel is oppositely arranged, the web of the 3rd T-steel is relative with the wing plate of first T-steel, is connected by some web members between the web of the web of the web of first T-steel and second T-steel and the wing plate of first T-steel and the 3rd T-steel.
2. L type concrete column according to claim 1 is characterized in that: described some web members are divided into some triangles with the web of first T-steel and the plane a that web constituted of second T-steel and the wing plate of first T-steel and the plane b that web constituted of the 3rd T-steel.
CN2010202457220U 2010-06-30 2010-06-30 L-shaped concrete column Expired - Fee Related CN201722848U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202457220U CN201722848U (en) 2010-06-30 2010-06-30 L-shaped concrete column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202457220U CN201722848U (en) 2010-06-30 2010-06-30 L-shaped concrete column

Publications (1)

Publication Number Publication Date
CN201722848U true CN201722848U (en) 2011-01-26

Family

ID=43491165

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202457220U Expired - Fee Related CN201722848U (en) 2010-06-30 2010-06-30 L-shaped concrete column

Country Status (1)

Country Link
CN (1) CN201722848U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102433963A (en) * 2011-12-26 2012-05-02 北京工业大学 Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof
CN102518254A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof
CN102518258A (en) * 2011-12-26 2012-06-27 北京工业大学 Lattice type single-row reinforcement T-shaped cross section concrete column and construction method thereof
CN102518260A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced T-shaped section concrete column and making method
CN102518259A (en) * 2011-12-26 2012-06-27 北京工业大学 Lattice single-row reinforced-bar L-shaped section concrete column and method thereof
CN102518257A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced L-shaped section concrete column and making method
CN102518256A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced Z-shaped section concrete column and making method
CN102518255A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent and shaped reinforcement cross-shaped section concrete column and manufacturing method thereof
CN102561594A (en) * 2011-12-26 2012-07-11 北京工业大学 Latticed single-row reinforced Z-shaped sectional concrete column and making method

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102433963A (en) * 2011-12-26 2012-05-02 北京工业大学 Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof
CN102518254A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof
CN102518258A (en) * 2011-12-26 2012-06-27 北京工业大学 Lattice type single-row reinforcement T-shaped cross section concrete column and construction method thereof
CN102518260A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced T-shaped section concrete column and making method
CN102518259A (en) * 2011-12-26 2012-06-27 北京工业大学 Lattice single-row reinforced-bar L-shaped section concrete column and method thereof
CN102518257A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced L-shaped section concrete column and making method
CN102518256A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced Z-shaped section concrete column and making method
CN102518255A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent and shaped reinforcement cross-shaped section concrete column and manufacturing method thereof
CN102561594A (en) * 2011-12-26 2012-07-11 北京工业大学 Latticed single-row reinforced Z-shaped sectional concrete column and making method
CN102433963B (en) * 2011-12-26 2013-11-06 北京工业大学 Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof
CN102518258B (en) * 2011-12-26 2013-11-27 北京工业大学 Lattice type single-row reinforcement T-shaped cross section concrete column and construction method thereof
CN102518259B (en) * 2011-12-26 2014-02-26 北京工业大学 Lattice single-row reinforced-bar L-shaped section concrete column and method thereof
CN102561594B (en) * 2011-12-26 2014-12-03 北京工业大学 Latticed single-row reinforced Z-shaped sectional concrete column and making method

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C14 Grant of patent or utility model
GR01 Patent grant
EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110126

Termination date: 20140630