CN204401879U - A kind of shaped steel and the oblique post of reinforced concrete combination - Google Patents

A kind of shaped steel and the oblique post of reinforced concrete combination Download PDF

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Publication number
CN204401879U
CN204401879U CN201420775670.6U CN201420775670U CN204401879U CN 204401879 U CN204401879 U CN 204401879U CN 201420775670 U CN201420775670 U CN 201420775670U CN 204401879 U CN204401879 U CN 204401879U
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CN
China
Prior art keywords
reinforced concrete
post
plate
steel
steel column
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
CN201420775670.6U
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Chinese (zh)
Inventor
夏方军
张贺
尤克勤
刘庆军
葛学军
汪蔚
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SUQIAN HUAXIA CONSTRUCTION (GROUP) ENGINEERING Co Ltd
Hohai University HHU
Original Assignee
SUQIAN HUAXIA CONSTRUCTION (GROUP) ENGINEERING Co Ltd
Hohai University HHU
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Filing date
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Application filed by SUQIAN HUAXIA CONSTRUCTION (GROUP) ENGINEERING Co Ltd, Hohai University HHU filed Critical SUQIAN HUAXIA CONSTRUCTION (GROUP) ENGINEERING Co Ltd
Priority to CN201420775670.6U priority Critical patent/CN204401879U/en
Application granted granted Critical
Publication of CN204401879U publication Critical patent/CN204401879U/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 shaped steel and the oblique post of reinforced concrete combination, comprise: reinforced concrete post and the steel column being positioned at reinforced concrete post side, steel column is arranged along the length direction of described reinforced concrete post, and fixed with described reinforced concrete post by weldering nail, the cross section of steel column is welding box-shaped cross section; Described reinforced concrete post and steel column are obliquely installed, and the angle of slope of reinforced concrete post and cross sectional dimensions, under the requirement meeting construction conditions, make moment of flexure at the bottom of the post of reinforced concrete post be reduced to expection requirement.In the utility model, the axis deviation of reinforced concrete post, can utilize post member dead weight to balance external loads, thus save constructional materials.Steel column and reinforced concrete post combinationally use, and Steel section member is wherein as tensional element, and steel concrete, as part in compression, can make full use of the advantage performance of material.In a word, the utility model can make full use of the advantage of shaped steel and steel concrete, economy and beautiful appearance.

Description

A kind of shaped steel and the oblique post of reinforced concrete combination
Technical field
The utility model belongs to building unit field, especially a kind of shaped steel and the oblique post of reinforced concrete combination.
Background technology
In the large public buildings such as stadium, exhibition hall, opera house, in order to balance transverse load and the tension force of moment of flexure as suspension cable, the moment of flexure etc. of cantilever roofing generation of roofing transmission, part structural column can be designed to the oblique post departing from vertical axis, relies on dead-weight balanced part external load.
But this type post component is all member under an eccentric axial force, and axial load and eccentric throw are all very large, and conventional concrete post is subject to the restriction of maximum reinforcement ratio, and post member section is very large, very takies architectural space; And steel structure column is due to the stability factor of compression flange, panel thickness is very large, uneconomical.
Utility model content
Utility model object: provide a kind of steel concrete-steel core concrete column combined special-shaped column, to overcome the above-mentioned defect of prior art.
Technical scheme: a kind of shaped steel and the oblique post of reinforced concrete combination, comprise: reinforced concrete post and the steel column being positioned at reinforced concrete post side, steel column is arranged along the length direction of described reinforced concrete post, and fixed with described reinforced concrete post by weldering nail, the cross section of steel column is welding box-shaped cross section; Described reinforced concrete post and steel column are obliquely installed, and the angle of slope of reinforced concrete post and cross sectional dimensions, under the requirement meeting construction conditions, make moment of flexure at the bottom of the post of reinforced concrete post be reduced to expection requirement.
In a further embodiment, the cross section of described reinforced concrete post is square-section, and strength grade of concrete is not less than C40, and arrangement of reinforcement meets the requirement of engineering specifications.Described weldering nail is Φ13 ~ 16mm, the distance between adjacent weldering nail is not more than 200mm.Described steel column comprises two pieces of parallel webs that the first end plate, second end plate parallel with the first end plate, two ends are welded with the first end plate and the second end plate respectively, and two ends are welded in dividing plate between web and parallel with the first end plate or the second end plate respectively, described dividing plate is equal to the distance of the first end plate and the second end plate, described weldering nail is two rows, and often the outside the junction being welded in the second end plate and web that are positioned at the second end plate are followed closely in row's weldering.Described steel column also comprises a junction, and this connecting portion extends in reinforced concrete post.The cross sectional dimensions of described reinforced concrete post is 800mm × 800mm, and the length of described first end plate and the second end plate is 500mm.
Beneficial effect: in the utility model, the axis deviation of reinforced concrete post, can utilize post member dead weight to balance external loads, thus save constructional materials.Steel column and reinforced concrete post combinationally use, and Steel section member is wherein as tensional element, and steel concrete, as part in compression, can make full use of the advantage performance of material.In a word, the utility model can make full use of the advantage of shaped steel and steel concrete, economy and beautiful appearance.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is cross sectional representation of the present utility model.
Fig. 3 is stressed schematic diagram of the present utility model.
Detailed description of the invention
By reference to the accompanying drawings, structure of the present utility model and principle are described.Shaped steel of the present utility model and reinforced concrete combination oblique
Mainly comprise to post: reinforced concrete post 1 and the steel column 2 being positioned at reinforced concrete post side.
Steel column is arranged along the length direction of described reinforced concrete post, and is fixed by weldering nail 3 and described reinforced concrete post 1, and the cross section of steel column is welding box-shaped cross section; Reinforced concrete post and steel column are obliquely installed, and the angle of slope of reinforced concrete post and cross sectional dimensions, under the requirement meeting construction conditions, make moment of flexure at the bottom of the post of reinforced concrete post be reduced to expection requirement.That is, when designing, reinforced concrete post of the present utility model has and is meeting moment of flexure at the bottom of its (reinforced concrete post) post can be made under construction conditions requirement to be reduced to angle of slope that expection requires and cross sectional dimensions.
In a preferred embodiment, the cross section of reinforced concrete post is square-section, and strength grade of concrete is not less than C40, and arrangement of reinforcement meets the requirement of engineering specifications, such as, need the regulation meeting GB50010-2010.Weldering nail is Φ13 ~ 16mm, the distance between adjacent weldering nail is not more than 200mm.
In a further embodiment, two pieces of parallel webs 24 that the structure of box steel column specifically comprises the first end plate 23, second end plate 25 parallel with the first end plate, two ends are welded with the first end plate and the second end plate respectively, and two ends are welded in dividing plate 22 between web and parallel with the first end plate or the second end plate respectively, described dividing plate is equal to the distance of the first end plate and the second end plate, described weldering nail is two rows, and often the outside the junction being welded in the second end plate and web that are positioned at the second end plate are followed closely in row's weldering.Should be large biasing member by post member designs when designing, must ensure that steel column outer side wing edge is in tension state when ultimate limit state.
In a still further embodiment, steel column also comprises a junction 21, and this connecting portion extends in reinforced concrete post.
In certain Project case, the cross sectional dimensions of reinforced concrete post is 800mm × 800mm, and the length of the first end plate and the second end plate is 500mm, and the parameter of pin is 16 × 200, and the length of dividing plate and the thickness sum of web are 300mm.
Forwarding Fig. 3 to, stressing conditions of the present utility model is described, is on the right side of Fig. 3 under the effect of external loads 101 with deadweight 102, bending moment diagram of the present utility model.External loads 101 is delivered to basis by post component, wherein as the composition of bias voltage tensional element, the outer coxostermum of steel column bears tensile stress, concrete column bears compressive stress, connect weldering nail steel column is reliably connected with concrete column and between the two Transfer of Shear, therefore can make full use of the advantage performance of material.
And, while giving full play to the good Compressive Performance of steel concrete and steel work examining tensile behavior, architectural space can be saved and reduce building costs.
Below preferred embodiment of the present utility model is described by reference to the accompanying drawings in detail; but; the utility model is not limited to the detail in above-mentioned embodiment; within the scope of technical conceive of the present utility model; can carry out multiple equivalents to the technical solution of the utility model, these equivalents all belong to protection domain of the present utility model.
It should be noted that in addition, each the concrete technical characteristic described in above-mentioned detailed description of the invention, in reconcilable situation, can be combined by any suitable mode.In order to avoid unnecessary repetition, the utility model illustrates no longer separately to various possible combination.
In addition, also can be combined between various different embodiment of the present utility model, as long as it is without prejudice to thought of the present utility model, it should be considered as content disclosed in the utility model equally.

Claims (6)

1. a shaped steel and the oblique post of reinforced concrete combination, it is characterized in that, comprise: reinforced concrete post (1) and be positioned at the steel column (2) of reinforced concrete post side, steel column is arranged along the length direction of described reinforced concrete post, and fixed by weldering nail (3) and described reinforced concrete post (1), the cross section of steel column is welding box-shaped cross section;
Described reinforced concrete post and steel column are obliquely installed, and the angle of slope of reinforced concrete post and cross sectional dimensions, under the requirement meeting construction conditions, make moment of flexure at the bottom of the post of reinforced concrete post be reduced to expection requirement.
2. shaped steel as claimed in claim 1 and the oblique post of reinforced concrete combination, it is characterized in that, the cross section of described reinforced concrete post is square-section, and strength grade of concrete is not less than C40, and arrangement of reinforcement meets the requirement of engineering specifications.
3. shaped steel as claimed in claim 1 and the oblique post of reinforced concrete combination, it is characterized in that, described weldering nail is Φ13 ~ 16mm, the distance between adjacent weldering nail is not more than 200mm.
4. the shaped steel as described in any one of claims 1 to 3 and the oblique post of reinforced concrete combination, it is characterized in that, described steel column comprises the first end plate (23), second end plate (25) parallel with the first end plate, two pieces of parallel webs (24) that two ends are welded with the first end plate and the second end plate respectively, and two ends are welded in dividing plate (22) between web and parallel with the first end plate or the second end plate respectively, described dividing plate is equal to the distance of the first end plate and the second end plate, described weldering nail is two rows, often the outside the junction being welded in the second end plate and web that are positioned at the second end plate are followed closely in row's weldering.
5. shaped steel as claimed in claim 4 and the oblique post of reinforced concrete combination, it is characterized in that, described steel column also comprises a junction (21), and this connecting portion extends in reinforced concrete post.
6. shaped steel as claimed in claim 4 and the oblique post of reinforced concrete combination, it is characterized in that, the cross sectional dimensions of described reinforced concrete post is 800mm × 800mm, and the length of described first end plate and the second end plate is 500mm.
CN201420775670.6U 2014-12-09 2014-12-09 A kind of shaped steel and the oblique post of reinforced concrete combination Expired - Fee Related CN204401879U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420775670.6U CN204401879U (en) 2014-12-09 2014-12-09 A kind of shaped steel and the oblique post of reinforced concrete combination

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420775670.6U CN204401879U (en) 2014-12-09 2014-12-09 A kind of shaped steel and the oblique post of reinforced concrete combination

Publications (1)

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CN204401879U true CN204401879U (en) 2015-06-17

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639155A (en) * 2017-01-19 2017-05-10 广东省建筑设计研究院 Inverted trapezoidal variable-section steel pipe concrete column

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639155A (en) * 2017-01-19 2017-05-10 广东省建筑设计研究院 Inverted trapezoidal variable-section steel pipe concrete column

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

Granted publication date: 20150617

Termination date: 20191209

CF01 Termination of patent right due to non-payment of annual fee