CN204252397U - Corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post - Google Patents

Corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post Download PDF

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Publication number
CN204252397U
CN204252397U CN201420711527.0U CN201420711527U CN204252397U CN 204252397 U CN204252397 U CN 204252397U CN 201420711527 U CN201420711527 U CN 201420711527U CN 204252397 U CN204252397 U CN 204252397U
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China
Prior art keywords
steel
web
wing
corrugated
concrete
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Expired - Fee Related
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CN201420711527.0U
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Chinese (zh)
Inventor
郑廷银
郝佩佩
顾郑扬
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Nanjing Tech University
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Nanjing Tech University
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Priority to CN201420711527.0U priority Critical patent/CN204252397U/en
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Publication of CN204252397U publication Critical patent/CN204252397U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post, be welded to form by web H shaped steel and web T-steel, or be welded to form by two blocks of webs and three pieces of edges of a wing, described web is corrugated steel web, corrugated steel column web form is shaped form, fold-line-shaped or trapezoidal, the corrugated limit of corrugated steel web in periodically repetition is perpendicular to component length direction, spot welding in the width on corrugated steel web non-corrugated limit and the edge of a wing, the described edge of a wing is the concrete filled steel tube edge of a wing, the concrete filled steel tube edge of a wing comprises the concrete of steel pipe and inside thereof, concrete is self-compacting concrete.The utility model improves traditional steel flanged beam abnormity steel column and the truss-like web member abnormity stress performance of steel column and the comprehensive cost of unlikely remarkable its engineering of increase thereof, and special-shaped column structure is more widely used in many high residential buildings.

Description

Corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post
Technical field
The utility model relates to a kind of new builing structure technical field, is specifically related to a kind of corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post.
Background technology
In housing construction, special-shaped column structure has the incomparable advantage of other structural systems, and the parent being more and more subject to people looks at, and receives the great attention of Chinese scholars and engineering staff in recent years, thus obtains wider application.
But, in many high residential buildings, steel concrete deformed pile structure, due to be subject to column section limb long length depth ratio restriction and be difficult to meet requirement for bearing capacity, node region reinforcing bar is crowded, anti-seismic performance is undesirable and be difficult to process etc. problems, the advantage of hetermorphiscal column cannot be embodied comprehensively, thus limit its range of application, be difficult to promote.In order to overcome these deficiencies of shaped rc columns, there has been proposed all steel hetermorphiscal column.
In the Practical Project of multi and tall steel building house, its side column adopts traditional flat web steel flanged beam T section abnormity steel column or truss-like T section abnormity steel column usually.In order to meet the requirement of bending stress performance, usually need larger sectional dimension, particularly web size.If select flat web steel flanged beam T section abnormity steel column, its web shear strength can be had more than needed a lot, but in order to ensure the local stability of web, meet the web ratio of height to thickness limit value of " Code for design of steel structures " defined, usually need again to increase its web thickness, this will cause increasing steel consumption, increase engineering cost, thus add engineering comprehensive cost; If select truss-like T section abnormity steel column, except its shear-carrying capacity, anti-seismic performance and overall stability are limited, its truss-like web member needs batten plate or lacing to be welded, construct relatively loaded down with trivial details, connect workload comparatively large, increase construction cost, thus also increase the comprehensive cost of engineering.And when moment of flexure effect is larger, the edge of a wing of above-mentioned two kinds of T sections abnormity steel column, may enter failure state too early, cause steel column to lose its drag very soon; Meanwhile, above two kinds of steel columns are pure steel structure, and its fire resistance is poor.
Utility model content
The purpose of this utility model is to improve traditional steel flanged beam abnormity steel column and the truss-like web member abnormity stress performance of steel column and the comprehensive cost of unlikely remarkable its engineering of increase thereof, special-shaped column structure is more widely used in many high residential buildings, a kind of corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post is provided.
The technical solution adopted in the utility model is: a kind of corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post, be welded to form by web H shaped steel and web T-steel, or be welded to form by two blocks of webs and three pieces of edges of a wing, described web is corrugated steel web, corrugated steel column web form is shaped form, fold-line-shaped or trapezoidal, the corrugated limit of corrugated steel web in periodically repetition is perpendicular to component length direction, spot welding in the width on corrugated steel web non-corrugated limit and the edge of a wing, the described edge of a wing is the concrete filled steel tube edge of a wing, the concrete filled steel tube edge of a wing comprises the concrete of steel pipe and inside thereof, concrete is self-compacting concrete.
As preferably, the section form of described corrugated web T section abnormity steel column such as to comprise at limb and limb T section two class such as not.
Cross section of the present utility model is combined by corrugated steel web and the concrete filled steel tube edge of a wing.Concrete generation type is: the steel-pipe welding on corrugated steel web and the concrete filled steel tube edge of a wing, in the most backward steel pipe, fluid concrete combines.The essential structure of described coupled column: can be welded with the T-shaped coupled column of a slice corrugated web by a slice corrugated web H type coupled column or two panels corrugated steel web welds with three concrete filled steel tube edges of a wing and combines.When described corrugated steel web and the concrete filled steel tube edge of a wing are assembled into corrugated web T section coupled column, the tie point on its corrugated steel web and the concrete filled steel tube edge of a wing should be positioned at the width mid point on the concrete filled steel tube edge of a wing.In section constitution, welding process and welding quality can directly affect steel column performance, and for this reason, the utility model needs to ensure good welding process (can adopt welding technique).The edge of a wing is formed by steel pipe and Combined concrete, and due to the limited space in steel pipe, therefore during fluid concrete, inconvenience is vibrated, therefore should select self-compacting concrete.
Essential characteristic of the present utility model: in comparatively economic mode, improves the stress performance of existing T section abnormity steel column.The utility model put mode corrugated web can play equivalent longitudinal stiffener effect, the local stability of web and the rigidity of steel column and stability bearing capacity can be improved; Penetration concrete in the steel pipe of the edge of a wing, improves local stability and the refractory ability of steel pipe.Therefore, the utility model section constitution is reasonable, and mechanical property is good; Fire-resistant, antiseptic property good; Simple structure, make easy to process, quick, labor and material saving, engineering cost is low.
Beneficial effect: section constitution of the present utility model is reasonable, and mechanical property is good, economy attractive in appearance, remarkable benefit, and refractoriness is good, and development prospect is wide;
Web of the present utility model adopt put the corrugated web of mode, form equivalent longitudinal stiffener effect, the local stability of web can be improved, and improve the monolithic stability bearing capacity of steel column;
The utility model longitudinally need not set up longitudinal stiffener at component, labor and material saving, can reduce the integration engineering cost of engineering;
The utility model is compared with truss-like T section abnormity steel column, and simple structure, makes easy to process, quick, with low cost;
Compared with the utility model and truss-like T section abnormity steel column, its shear-carrying capacity is high, ductility and anti-seismic performance good, monolithic stability bearing capacity is superior;
Compared with the utility model and steel flanged beam T section abnormity steel column, when depth of section is equal, its steel using amount is few, from heavy and light, can saving steel, and reduce engineering cost;
The utility model is compared with steel flanged beam T section abnormity steel column, when cross-section steel materials are equal, increase depth of section, section modulus, second moment of area and the radius of gyration, improve bending rigidity and stability bearing capacity that steel utilize usefulness and steel column;
The utility model, from heavy and light, can alleviate dead load, thus reduces the pressure to ground, can reduce the cost of foundation;
The edge of a wing of the present utility model steel pipe concrete filled, enhances the fire resistance of coupled column;
The concrete filled steel tube that the edge of a wing of the present utility model adopts institute to put mode combines the edge of a wing, improves edge of a wing local stability, thus improves the stability of whole coupled column;
The utility model has expanded the research and apply field of steel-concrete coupled column, has greatly enriched steel work content.
The utility model can provide novel critical component for the exploitation of new steel structure dwelling house system, has good conversion prospect.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is generalized section of the present utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As illustrated in fig. 1 and 2: a kind of corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post, be welded to form by web H shaped steel and web T-steel, or be welded to form by two blocks of webs and three pieces of edges of a wing, described web is corrugated steel web 2, corrugated steel column web 2 form is shaped form, fold-line-shaped or trapezoidal, the corrugated limit of corrugated steel web 2 in periodically repetition is perpendicular to component length direction, spot welding in the width on corrugated steel web 2 non-corrugated limit and the edge of a wing, the described edge of a wing is the concrete filled steel tube edge of a wing 1, the concrete filled steel tube edge of a wing comprises the concrete of steel pipe and inside thereof, concrete is self-compacting concrete.The section form of described corrugated web T section abnormity steel column such as to comprise at limb and limb T section two class such as not.
The usual steel pipe of the utility model, corrugated steel web and be welded on factory process and complete; In steel pipe, fluid concrete then completes at the construction field (site).
Its basic production process is: make corrugated steel web → making steel pipe → weld → transport to job site → hoisted in position → to fluid concrete in steel pipe.
It should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.The all available prior art of each ingredient not clear and definite in the present embodiment is realized.

Claims (2)

1. corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post, it is characterized in that: be welded to form by web H shaped steel and web T-steel, or be welded to form by two blocks of webs and three pieces of edges of a wing, described web is corrugated steel web, corrugated steel column web form is shaped form, fold-line-shaped or trapezoidal, the corrugated limit of corrugated steel web in periodically repetition is perpendicular to component length direction, spot welding in the width on corrugated steel web non-corrugated limit and the edge of a wing, the described edge of a wing is the concrete filled steel tube edge of a wing, the concrete filled steel tube edge of a wing comprises the concrete of steel pipe and inside thereof, concrete is self-compacting concrete.
2. corrugated steel web according to claim 1-compound section, concrete filled steel tube edge of a wing T-shaped post, is characterized in that: the section form of described corrugated web T section abnormity steel column such as to comprise at limb and limb T section two class such as not.
CN201420711527.0U 2014-11-24 2014-11-24 Corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post Expired - Fee Related CN204252397U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420711527.0U CN204252397U (en) 2014-11-24 2014-11-24 Corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420711527.0U CN204252397U (en) 2014-11-24 2014-11-24 Corrugated steel web-compound section, concrete filled steel tube edge of a wing T-shaped post

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CN204252397U true CN204252397U (en) 2015-04-08

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104405085A (en) * 2014-11-24 2015-03-11 南京工业大学 Corrugated steel web plate-steel pipe concrete flange combined section T-shaped column
CN105666627A (en) * 2016-02-25 2016-06-15 南京林业大学 High-strength glue-laminated bamboo hollow column and preparation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104405085A (en) * 2014-11-24 2015-03-11 南京工业大学 Corrugated steel web plate-steel pipe concrete flange combined section T-shaped column
CN105666627A (en) * 2016-02-25 2016-06-15 南京林业大学 High-strength glue-laminated bamboo hollow column and preparation method thereof
CN105666627B (en) * 2016-02-25 2018-01-12 南京林业大学 High-strength bamboo wood open tubular column and preparation method

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

Granted publication date: 20150408

Termination date: 20151124