CN108505628A - A kind of connection method of H profile steel beam and reinforced column - Google Patents
A kind of connection method of H profile steel beam and reinforced column Download PDFInfo
- Publication number
- CN108505628A CN108505628A CN201810339669.1A CN201810339669A CN108505628A CN 108505628 A CN108505628 A CN 108505628A CN 201810339669 A CN201810339669 A CN 201810339669A CN 108505628 A CN108505628 A CN 108505628A
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- China
- Prior art keywords
- profile steel
- steel beam
- column
- reinforced column
- muscle
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
Abstract
A kind of connection method of H profile steel beam and reinforced column, the present invention relates to civil engineering structure technique of design and construction fields, and in particular to a kind of connection method of H profile steel beam and reinforced column.The problem of being generally less than the width of H profile steel flange of beam the present invention is to solve the spacing for indulging muscle due to reinforced column causes H profile steel beam that can not directly run through reinforced column.Method：The edge of a wing that the present invention rejects H profile steel in beam column intersectional region only retains web, upper surface welding in upper lower flange indulges muscle and resists beam-ends moment of flexure to substitute the edge of a wing, Shear force within the beam end is resisted using web, then can effectively build the frame being made of reinforced column and H profile steel beam.The present invention is for connecting H profile steel beam and reinforced column.
Description
Technical field
The present invention relates to civil engineering structure technique of design and construction fields, and in particular to a kind of H profile steel beam is mixed with reinforcing bar
The connection method of solidifying earth pillar.
Background technology
Since the spacing that reinforced column indulges muscle is generally less than the width on the H profile steel edge of a wing, in Practical Project, H profile steel
Beam is directly highly difficult through reinforced column, is brought to promote the frame structure that H profile steel beam is formed with reinforced column
It is difficult.
Invention content
The invention aims to solve to indulge the spacing of muscle due to reinforced column to be generally less than the width of H profile steel flange of beam
The problem of degree causes H profile steel beam that can not directly run through reinforced column, and a kind of H profile steel beam and reinforced column are provided
Connection method.
The connection method of a kind of H profile steel beam of the present invention and reinforced column specifically carries out according to the following steps：
One, according to the frame structure of H profile steel beam and reinforced column composition, H profile steel beam and reinforced column delimited
Cross the beam column confluence to be formed, and the top flange and lower flange of the H profile steel beam in beam column confluence is rejected, and positioned at beam
Pore-forming is to interspersed stirrup on web in column confluence；
Two, the H profile steel beam right-angled intersection on four rejecting edges of a wing is mounted on reinforced column, and in H profile steel beam
The upper surface of top flange and lower flange is welded along H profile steel beam length direction indulges muscle, and the vertical muscle runs through beam column confluence；It is described vertical
Muscle includes that the vertical muscle of muscle and lower flange is indulged in top flange；
Three, the stirrup of arrangement beam column confluence, the stirrup are made of four " L " shape reinforcing bars, and adjacent " L " shape reinforcing bar is end to end
Connect through the preformed hole of web through welding fabrication after web, the often row stirrup of the H profile steel deck-molding range interior nodes is pressed
Aforesaid way is arranged；
Four, the form work engineering within the scope of beam column confluence is completed, casting concrete forms node into template.
Beneficial effects of the present invention：
The edge of a wing that the present invention rejects H profile steel in beam column intersectional region only retains web, is welded in the upper surface of upper lower flange
It connects vertical muscle and resists beam-ends moment of flexure to substitute the edge of a wing, resist Shear force within the beam end using web, then can effectively build by reinforced column
With the frame of H profile steel beam composition.And the stirrup in every stringer column confluence passes through reserving on web by four " L " shape reinforcing bars
It is welded behind hole.The edge of a wing to be replaced undertakes after the stirrup in the vertical muscle and beam column confluence of beam-ends moment of flexure arranges, Beam-column Supported
Cross the template of section, and casting concrete forms node.This connection method solves the vertical muscle of reinforced column and is smaller than H
The problem of section steel flange width, H profile steel beam can not run through reinforced column, to form H profile steel beam and reinforced column
Frame creates condition.
Description of the drawings
Fig. 1 is the connection diagram of the present invention；
Fig. 2 is the side elevation perspective view of Fig. 1；
Fig. 3 is the A-A of Fig. 2 to sectional view.
Specific implementation mode
Specific implementation mode one：Illustrate present embodiment in conjunction with Fig. 1, Fig. 2 and Fig. 3, a kind of H profile steel beam of present embodiment with
The connection method of reinforced column specifically carries out according to the following steps：
One, the frame structure formed according to H profile steel beam 4 and reinforced column 1, delimit H profile steel beam 4 and armored concrete
Column 1 crosses the beam column confluence to be formed, by beam column confluence the top flange 401 and lower flange 403 of H profile steel beam 4 reject,
And on the web 402 in beam column confluence pore-forming to interspersed stirrup 6；
Two, 4 right-angled intersection of H profile steel beam on four rejecting edges of a wing is mounted on reinforced column 1, and in H profile steel beam 4
Top flange 401 and the upper surface of lower flange 403 welded along 4 length direction of H profile steel beam and indulge muscle, the vertical muscle crosses through beam column
Area；The vertical muscle includes that muscle 5 is indulged in the vertical muscle 3 in top flange and lower flange；
Three, the stirrup 6 of arrangement beam column confluence, the stirrup 6 are made of four " L " shape reinforcing bars, adjacent " L " shape steel bar end
Tail connects through the preformed hole of web 402 through welding fabrication after web 402, the often row of the H profile steel deck-molding range interior nodes
Stirrup 6 is arranged in a manner described；
Four, the form work engineering within the scope of beam column confluence is completed, casting concrete forms node into template.
Specific implementation mode two：The present embodiment is different from the first embodiment in that：Reinforcing bar described in step 1 is mixed
It is provided with longitudinal reinforcement 2 in solidifying earth pillar 1.Other are same as the specific embodiment one.
Specific implementation mode three：The present embodiment is different from the first and the second embodiment in that：It is indulged described in step 2
The length of muscle is to reject edge of a wing length plus both ends in the weld length of flange surfaces, and the weld length of unilateral flange surfaces is 10
Vertical muscle diameter again, the diameter for indulging muscle are more than the thickness on the edge of a wing, and vertical muscle diameter is defined as bar diameter.Other and specific implementation mode
One or two is identical.
Specific implementation mode four：Unlike one of present embodiment and specific implementation mode one to three：In H in step 2
It refers to along H profile steel beam 4 that the top flange 401 of section steel beam 4 and the upper surface of lower flange 403, which weld along 4 length direction of H profile steel beam and indulge muscle,
Length direction indulges muscle 3 in the upper surface welding top flange of top flange 401, along 4 length direction of H profile steel beam in the upper of lower flange 403
Indulge muscle 5 in surface soldered lower flange.Other are identical as one of specific implementation mode one to three.
Specific implementation mode five：Unlike one of present embodiment and specific implementation mode one to four：Institute in step 2
4 right-angled intersection of H profile steel beam for stating four rejecting edges of a wing refers to the rejecting edge of a wing in vertical direction on reinforced column 1
The bar diameter that is staggered of H profile steel beam 4 intersected.Other are identical as one of specific implementation mode one to four.
Beneficial effects of the present invention are verified using following embodiment：
Embodiment one：The connection method of a kind of H profile steel beam and reinforced column specifically carries out according to the following steps：
One, the frame structure formed according to H profile steel beam 4 and reinforced column 1, delimit H profile steel beam 4 and armored concrete
Column 1 crosses the beam column confluence to be formed, by beam column confluence the top flange 401 and lower flange 403 of H profile steel beam 4 reject,
And on the web 402 in beam column confluence pore-forming to interspersed stirrup 6；
Two, 4 right-angled intersection of H profile steel beam on four rejecting edges of a wing is mounted on reinforced column 1, and in H profile steel beam 4
Top flange 401 and the upper surface of lower flange 403 welded along 4 length direction of H profile steel beam and indulge muscle, the vertical muscle crosses through beam column
Area；The vertical muscle includes that muscle 5 is indulged in the vertical muscle 3 in top flange and lower flange；
Three, the stirrup 6 of arrangement beam column confluence, the stirrup 6 are made of four " L " shape reinforcing bars, adjacent " L " shape steel bar end
Tail connects through the preformed hole of web 402 through welding fabrication after web 402, the often row of the H profile steel deck-molding range interior nodes
Stirrup 6 is arranged in a manner described；
Four, the form work engineering within the scope of beam column confluence is completed, casting concrete forms node into template.
The edge of a wing that the present embodiment rejects H profile steel in beam column intersectional region only retains web, the upper surface in upper lower flange
Welding indulges muscle and resists beam-ends moment of flexure to substitute the edge of a wing, resists Shear force within the beam end using web, then can effectively build by armored concrete
The frame of column and H profile steel beam composition.And passed through by four " L " shape reinforcing bars per the stirrup in stringer column confluence pre- on web
It is welded after boxing out.The edge of a wing to be replaced undertakes after the stirrup in the vertical muscle and beam column confluence of beam-ends moment of flexure arranges, strutbeam
Column crosses the template of section, and casting concrete forms node.It is small that this connection method solves the vertical muscle spacing of reinforced column
In H profile steel flange width, the problem of H profile steel beam can not run through reinforced column, for by H profile steel beam and reinforced column group
Condition is created at frame.
Claims (5)
1. a kind of connection method of H profile steel beam and reinforced column, it is characterised in that the company of H profile steel beam and reinforced column
Method is connect specifically to carry out according to the following steps：
One, according to the frame structure of H profile steel beam (4) and reinforced column (1) composition, H profile steel beam (4) and reinforced concrete delimited
Earth pillar (1) crosses the beam column confluence to be formed, and will be located at the top flange (401) and lower flange of H profile steel beam (4) in beam column confluence
(403) reject, and on the web (402) in beam column confluence pore-forming to intert stirrup (6)；
Two, H profile steel beam (4) right-angled intersection on four rejecting edges of a wing is mounted on reinforced column (1), and in H profile steel beam
(4) upper surface of top flange (401) and lower flange (403) welds along H profile steel beam (4) length direction and indulges muscle, and the vertical muscle passes through
Wear beam column confluence；The vertical muscle includes that the vertical muscle (5) of muscle (3) and lower flange is indulged in top flange；
Three, the stirrup (6) of arrangement beam column confluence, the stirrup (6) are made of four " L " shape reinforcing bars, adjacent " L " shape steel bar end
Tail connects runs through web (402) welding fabrication afterwards by the preformed hole of web (402), the H profile steel deck-molding range interior nodes
Often row's stirrup (6) is arranged in a manner described；
Four, the form work engineering within the scope of beam column confluence is completed, casting concrete forms node into template.
2. the connection method of a kind of H profile steel beam and reinforced column according to claim 1, it is characterised in that step 1
Described in be provided with longitudinal reinforcement (2) in reinforced column (1).
3. the connection method of a kind of H profile steel beam and reinforced column according to claim 1, it is characterised in that step 2
Described in indulge muscle length be reject edge of a wing length plus both ends in the weld length of flange surfaces, the welding of unilateral flange surfaces
Length is 10 times of vertical muscle diameters, and the diameter for indulging muscle is more than the thickness on the edge of a wing, and vertical muscle diameter is defined as bar diameter.
4. the connection method of a kind of H profile steel beam and reinforced column according to claim 1, it is characterised in that step 2
In H profile steel beam (4) top flange (401) and lower flange (403) upper surface along H profile steel beam (4) length direction weld indulge muscle
Refer to indulging muscle (3) in the upper surface welding top flange of top flange (401) along H profile steel beam (4) length direction, it is long along H profile steel beam (4)
It spends direction and indulges muscle (5) in the upper surface welding lower flange of lower flange (403).
5. the connection method of a kind of H profile steel beam and reinforced column according to claim 1, it is characterised in that step 2
Described in four rejecting the edges of a wing H profile steel beam (4) right-angled intersections be mounted on reinforced column (1) in refer in vertical direction
H profile steel beam (4) bar diameter that is staggered for rejecting the edge of a wing is intersected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810339669.1A CN108505628A (en) | 2018-04-16 | 2018-04-16 | A kind of connection method of H profile steel beam and reinforced column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810339669.1A CN108505628A (en) | 2018-04-16 | 2018-04-16 | A kind of connection method of H profile steel beam and reinforced column |
Publications (1)
| Publication Number | Publication Date |
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| CN108505628A true CN108505628A (en) | 2018-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810339669.1A Pending CN108505628A (en) | 2018-04-16 | 2018-04-16 | A kind of connection method of H profile steel beam and reinforced column |
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| CN (1) | CN108505628A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322398A (en) * | 2018-11-02 | 2019-02-12 | 上海欧本钢结构有限公司 | The node switching part and its connection structure being connect for reinforced column with girder steel |
| CN110670735A (en) * | 2019-10-17 | 2020-01-10 | 辽宁工程技术大学 | Assembled through cross partition plate rectangular steel pipe concrete column-steel beam joint structure |
| CN114382182A (en) * | 2020-10-16 | 2022-04-22 | 润弘精密工程事业股份有限公司 | Beam column structure and manufacturing method thereof |
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| JPH0254037A (en) * | 1988-08-19 | 1990-02-23 | Kajima Corp | Connection construction of column and beam |
| CN201010998Y (en) * | 2007-03-22 | 2008-01-23 | 兰州理工大学 | Steel tube concrete beam pole connecting node structure |
| CN201296977Y (en) * | 2008-07-30 | 2009-08-26 | 姜维山 | Concrete and profiled steel composite structural member |
| CN201351312Y (en) * | 2009-01-15 | 2009-11-25 | 西安建筑科技大学 | Concrete special-shaped column equipped with solid-web steel plates-steel reinforced beam frame joint |
| CN202248294U (en) * | 2011-08-26 | 2012-05-30 | 中国建筑东北设计研究院有限公司 | Steel reinforced concrete beam-column joint with beam-shaped steel web and web arranged in same-height hole |
| CN102995755A (en) * | 2012-12-12 | 2013-03-27 | 西安建筑科技大学 | RCS (reinforced concrete structure) combined node with continuous webs and partially-cut flanges |
| CN203977584U (en) * | 2014-06-12 | 2014-12-03 | 中国建筑设计研究院 | The connected node of a kind of steel core concrete column and girder steel and architectural structure system |
| CN106121055A (en) * | 2016-06-30 | 2016-11-16 | 浙江东南网架股份有限公司 | A kind of steel box column and concrete beam connecting node and construction method thereof |
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2018
- 2018-04-16 CN CN201810339669.1A patent/CN108505628A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0254037A (en) * | 1988-08-19 | 1990-02-23 | Kajima Corp | Connection construction of column and beam |
| CN201010998Y (en) * | 2007-03-22 | 2008-01-23 | 兰州理工大学 | Steel tube concrete beam pole connecting node structure |
| CN201296977Y (en) * | 2008-07-30 | 2009-08-26 | 姜维山 | Concrete and profiled steel composite structural member |
| CN201351312Y (en) * | 2009-01-15 | 2009-11-25 | 西安建筑科技大学 | Concrete special-shaped column equipped with solid-web steel plates-steel reinforced beam frame joint |
| CN202248294U (en) * | 2011-08-26 | 2012-05-30 | 中国建筑东北设计研究院有限公司 | Steel reinforced concrete beam-column joint with beam-shaped steel web and web arranged in same-height hole |
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| CN203977584U (en) * | 2014-06-12 | 2014-12-03 | 中国建筑设计研究院 | The connected node of a kind of steel core concrete column and girder steel and architectural structure system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322398A (en) * | 2018-11-02 | 2019-02-12 | 上海欧本钢结构有限公司 | The node switching part and its connection structure being connect for reinforced column with girder steel |
| CN110670735A (en) * | 2019-10-17 | 2020-01-10 | 辽宁工程技术大学 | Assembled through cross partition plate rectangular steel pipe concrete column-steel beam joint structure |
| CN114382182A (en) * | 2020-10-16 | 2022-04-22 | 润弘精密工程事业股份有限公司 | Beam column structure and manufacturing method thereof |
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Application publication date: 20180907 |