CN208009932U - A kind of beam-column joint reinforcing structure - Google Patents
A kind of beam-column joint reinforcing structure Download PDFInfo
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- CN208009932U CN208009932U CN201820328448.XU CN201820328448U CN208009932U CN 208009932 U CN208009932 U CN 208009932U CN 201820328448 U CN201820328448 U CN 201820328448U CN 208009932 U CN208009932 U CN 208009932U
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Abstract
The utility model provides a kind of beam-column joint reinforcing structure, belongs to field of steel structure.It solves the problems, such as that existing beam-to-column joint intensity is low.This beam-column joint reinforcing structure includes two crossbeams, two longerons and a cylinder, crossbeam includes wing plate and cross web, longeron includes vertical wing plate and vertical web, cylinder includes column wing plate and column web, beam-end is welded on column wing plate, longeron end is welded on column web, further include transverse tube and longitudinal tubule (L tubule), transverse tube includes two pieces of horizontal support plates and two blocks of horizontal side plates, longitudinal tubule (L tubule) includes two blocks of vertical support plates and two blocks of longitudinal side plates, transverse tube one end is welded on column wing plate, transverse tube is sleeved on beam-end, wing plate is fixed with horizontal support plate, longitudinal side plate is fixed on column wing plate, longitudinal tubule (L tubule) front end is withstood on column web, longitudinal tubule (L tubule) is sleeved on longeron end, vertical wing plate lateral surface is fixed with two pieces of vertical support plate medial surfaces, it further include connector, connector includes two pieces and longitudinal side plate and the fixed steel plate of horizontal side plate.This node strength higher and easy for construction.
Description
Technical field
The utility model belongs to steel structure technology field, is related to a kind of beam-column joint reinforcing structure.
Background technology
In the steel building largely used at present, it usually needs beam body is mounted on cylinder side, common mode
Beam body end is generally welded on cylinder side, but connection structure is not present between two beam bodies in left and right, causes integral strength inclined
It is low, and weld strength can influence to be connected intensity, it is therefore necessary to it is improved.
Invention content
The purpose of this utility model is to be directed to the above-mentioned problems in the prior art, provides a kind of simple in structure, energy
Traditional I-steel beam column is reinforced, and beam-column joint reinforcing structure easy for construction.
The purpose of this utility model can be realized by following technical proposal：A kind of beam-column joint reinforcing structure, including it is equal
For i-beam structure, and lateral, longitudinal and vertically arranged respectively two crossbeams, two longerons and a cylinder, crossbeam include
Two blocks of wing plates being mutually parallel and the cross web being fixed between two blocks of wing plates, longeron cross section and crossbeam cross section phase
Together, and include two blocks of vertical wing plates and the vertical web that is fixed between two blocks of vertical wing plates, cylinder includes two pieces of column wings being mutually parallel
Plate and the column web being fixed between two blocks of column wing plates, beam-end are weldingly fixed on column wing plate, and two blocks of column wing plates are opposite
Lateral surface is respectively fixed with a crossbeam, and two crossbeam alignment settings, longeron end are weldingly fixed on column web, column web two
Side is respectively fixed with the longeron described in one, and two longeron alignment settings, it is characterised in that：Further include two rectangular tubular transverse tubes
With two rectangular tubular longitudinal tubule (L tubule)s, transverse tube includes two pieces of horizontal support plates being mutually parallel and two blocks of horizontal side plates being mutually parallel, longitudinal tubule (L tubule)
Including two blocks of vertical support plates being mutually parallel and two blocks of longitudinal side plates being mutually parallel, two transverse tube one end are respectively welded at described
On two pieces of column wing plate lateral surfaces, and two transverse tubes are respectively fitted over two beam-ends, and two pieces of wing plate lateral surfaces are respectively with two
The fitting of block horizontal support plate medial surface is fixed, and described two pieces of longitudinal side plate lateral surfaces are bonded respectively is fixed on two pieces of column wing plate medial surfaces
On, and two longitudinal tubule (L tubule) front ends withstand on column web both sides respectively, two longitudinal tubule (L tubule)s are respectively fitted over two longeron ends, and two blocks of vertical wing plates
Lateral surface is bonded fixation, the longitudinal tubule (L tubule) rear end and column wing plate one side and adjacent horizontal side with two pieces of vertical support plate medial surfaces respectively
Plate lateral surface be aligned, further include the connector of steel angle structure, connector is mutually perpendicular to including two pieces, and respectively with vertical side plate interior sides
Face and horizontal side plate lateral surface are bonded fixed steel plate.
Transverse tube and longitudinal tubule (L tubule) are respectively fitted on crossbeam and longeron by this node by the way that transverse tube and longitudinal tubule (L tubule) is arranged, therefore can be
Crossbeam is reinforced on the basis of being welded with cylinder with longeron, and two blocks of longitudinal side plates of longitudinal tubule (L tubule) are pasted with two blocks of column wing plates respectively
Close fix, and transverse tube by the steel plate indirect strengthening of connector on column wing plate, column wing plate can be efficiently used to crossbeam and longeron
It is reinforced.
Further include transverse reinforcement in a kind of above-mentioned beam-column joint reinforcing structure, the transverse reinforcement includes two-by-two
Vertical two pieces of horizontal reinforcing plates and one block of transverse bar plate, and two pieces of horizontal reinforcing plates respectively on the outside of the horizontal support plate of downside and column wing plate
Face paste, which is closed, fixes.
Cross beam support intensity is improved using transverse reinforcement.
Further include vertical reinforcer in a kind of above-mentioned beam-column joint reinforcing structure, the vertical reinforcer includes two-by-two
Vertical two pieces of vertical reinforcing plates and one piece of vertical gusset, and two pieces of vertical reinforcing plates respectively with the vertical support plate of downside and column web side
Fitting is fixed.
Longeron support strength is improved using vertical reinforcer.
In a kind of above-mentioned beam-column joint reinforcing structure, the transverse bar plate both sides are aligned with cross web both sides respectively,
Vertical gusset both sides are aligned with vertical web both sides respectively.
A kind of construction method of beam-column joint reinforcing structure, it is characterised in that：Include the following steps：
Two transverse tube one end are respectively welded on two pieces of column wing plate lateral surfaces by step 1, by two pieces of longitudinal side plate lateral surfaces
It is fixed on two pieces of column wing plate medial surfaces by fastener fitting respectively, two longitudinal tubule (L tubule) front ends is made to withstand on column web both sides respectively,
And the horizontal support plate of upside is made to be aligned with upside vertical support plate, the horizontal support plate of downside is aligned with downside vertical support plate；
Step 2 passes through two blocks of steel plates of connector tight with longitudinal side plate medial surface and adjacent horizontal side plate lateral surface respectively
Firmware fitting is fixed；
Two transverse tubes are respectively fitted over two beam-ends, beam-end are welded on column wing plate lateral surface by step 3,
Two pieces of wing plate lateral surfaces are bonded fixation with two pieces of horizontal support plate medial surfaces by fastener respectively；
Two longitudinal tubule (L tubule)s are respectively fitted over two longeron ends, longeron end are welded on column web side, by two by step 4
Block indulges wing plate lateral surface and is bonded fixation by fastener with two pieces of vertical support plate medial surfaces respectively；
Two pieces of horizontal reinforcing plates are bonded with the horizontal support plate of downside and column wing plate lateral surface by fastener by step 5 respectively
It is fixed, two pieces of vertical reinforcing plates are bonded fixation by fastener with the vertical support plate of downside and column web side respectively, make transverse bar
Plate both sides are aligned with cross web both sides respectively, and vertical gusset both sides are aligned with vertical web both sides respectively.
Through the above steps, you can this node is installed.
Compared with prior art, the utility model has the following advantages that：
Transverse tube and longitudinal tubule (L tubule) are respectively fitted on crossbeam and longeron by this node by the way that transverse tube and longitudinal tubule (L tubule) is arranged, therefore can be
Crossbeam is reinforced on the basis of being welded with cylinder with longeron, and two blocks of longitudinal side plates of longitudinal tubule (L tubule) are pasted with two blocks of column wing plates respectively
Close fix, and transverse tube by the steel plate indirect strengthening of connector on column wing plate, column wing plate can be efficiently used to crossbeam and longeron
It is reinforced.
Description of the drawings
Fig. 1 is this ruggedized construction front sectional view.
Fig. 2 is this ruggedized construction transverse sectional view.
In figure,
1, crossbeam；11, wing plate；12, cross web；
2, longeron；21, wing plate is indulged；22, web is indulged；
3, cylinder；31, column wing plate；32, column web；
4, transverse tube；41, horizontal support plate；42, horizontal side plate；
5, longitudinal tubule (L tubule)；51, vertical support plate；52, longitudinal side plate；
6, connector；
7, transverse reinforcement；71, horizontal reinforcing plate；72, transverse bar plate；
8, reinforcer is indulged；81, reinforcing plate is indulged；82, gusset is indulged.
Specific implementation mode
It is specific embodiment of the utility model and in conjunction with attached drawing below, the technical solution of the utility model is made further
Description, but the utility model is not limited to these examples.
As depicted in figs. 1 and 2, a kind of beam-column joint reinforcing structure of the utility model, including be i-beam structure, and point
Not lateral, longitudinal and vertically arranged two crossbeams, 1, two longeron 2 and a cylinder 3, crossbeam 1 include two pieces to be mutually parallel
Wing plate 11 and the cross web 12 being fixed between two blocks of wing plates 11,2 cross section of longeron is identical as 1 cross section of crossbeam, and wraps
The vertical web 22 for including two blocks of vertical wing plates 21 and being fixed between two blocks of vertical wing plates 21, cylinder 3 include two pieces of column wings being mutually parallel
Plate 31 and the column web 32 being fixed between two blocks of column wing plates 31,1 end of crossbeam are weldingly fixed on column wing plate 31, two pieces of column wings
The opposite lateral surface of plate 31 is respectively fixed with a crossbeam 1, and two alignment settings of crossbeam 1, and 2 end of longeron is weldingly fixed on column abdomen
On plate 32,32 both sides of column web are respectively fixed with a longeron 2, and two alignment settings of longeron 2, further include two rectangular tubular cross
Pipe 4 and two rectangular tubular longitudinal tubule (L tubule)s 5, transverse tube 4 include two pieces of horizontal support plates 41 being mutually parallel and two pieces of horizontal sides being mutually parallel
Plate 42, longitudinal tubule (L tubule) 5 include two blocks of vertical support plates 51 being mutually parallel and two blocks of longitudinal side plates 52 being mutually parallel, two 4 one end of transverse tube
It is respectively welded on two pieces of 31 lateral surfaces of column wing plate, and two transverse tubes 4 are respectively fitted over two 1 ends of crossbeam, and two blocks of wing plates
11 lateral surfaces are bonded fixation with two pieces of 41 medial surfaces of horizontal support plate respectively, and two pieces of 52 lateral surfaces of longitudinal side plate are bonded are fixed on two respectively
On 31 medial surface of block column wing plate, and two 5 front ends of longitudinal tubule (L tubule) withstand on 32 both sides of column web respectively, and two longitudinal tubule (L tubule)s 5 are respectively fitted over two
2 end of longeron, and two pieces of 21 lateral surfaces of vertical wing plate are bonded fixation with two pieces of 51 medial surfaces of vertical support plate respectively, 5 rear end of longitudinal tubule (L tubule) with
31 one side of column wing plate and the alignment of adjacent 42 lateral surface of horizontal side plate, further include the connector 6 of steel angle structure, and connector 6 includes two
Block is mutually perpendicular to, and is bonded fixed steel plate with 52 medial surface of longitudinal side plate and 42 lateral surface of horizontal side plate respectively.
Further, further include transverse reinforcement 7, transverse reinforcement 7 includes two pieces of horizontal reinforcing plates 71 perpendicular to each other and one piece
Transverse bar plate 72, and two pieces of horizontal reinforcing plates 71 are bonded fixation with the horizontal support plate of downside 41 and 31 lateral surface of column wing plate respectively.Also wrap
Vertical reinforcer 8 is included, it includes two pieces of vertical reinforcing plates 81 perpendicular to each other and one piece of vertical gusset 82 to indulge reinforcer 8, and two pieces are indulged reinforcement
Plate 81 is bonded fixation with the vertical support plate 51 of downside and 32 side of column web respectively.72 both sides of transverse bar plate respectively with 12 liang of cross web
Side is aligned, and vertical 82 both sides of gusset are aligned with 22 both sides of vertical web respectively.
Transverse tube 4 and longitudinal tubule (L tubule) 5 are respectively fitted on crossbeam 1 and longeron 2 by this node by the way that transverse tube 4 and longitudinal tubule (L tubule) 5 is arranged, because
This can be reinforced on the basis of crossbeam 1 is welded with longeron 2 with cylinder 3, and two blocks of longitudinal side plates 52 of longitudinal tubule (L tubule) 5 respectively with
The fitting of two blocks of column wing plates 31 is fixed, and transverse tube 4 by the steel plate indirect strengthening of connector 6 on column wing plate 31, can efficiently use
Column wing plate 31 reinforces crossbeam 1 and longeron 2.
A kind of construction method of beam-column joint reinforcing structure, includes the following steps：
Two 4 one end of transverse tube are respectively welded on two pieces of 31 lateral surfaces of column wing plate by step 1, will be outside two blocks of longitudinal side plates 52
Side is fixed on by fastener fitting on two pieces of 31 medial surfaces of column wing plate respectively, and two 5 front ends of longitudinal tubule (L tubule) is made to withstand on column abdomen respectively
32 both sides of plate, and the horizontal support plate 41 of upside is made to be aligned with upside vertical support plate 51, horizontal support plate 41 and the vertical branch in downside of downside
Fagging 51 is aligned；
Step 2, by two blocks of steel plates of connector 6 respectively with 52 medial surface of longitudinal side plate and adjacent 42 lateral surface of horizontal side plate
It is bonded and is fixed by fastener；
Two transverse tubes 4 are respectively fitted over two 1 ends of crossbeam by step 3, and 1 end of crossbeam is welded on 31 outside of column wing plate
On face, two pieces of 11 lateral surfaces of wing plate are bonded fixation with two pieces of 41 medial surfaces of horizontal support plate by fastener respectively；
Two longitudinal tubule (L tubule)s 5 are respectively fitted over two 2 ends of longeron, 2 end of longeron are welded on column web 32 1 by step 4
Two pieces of 21 lateral surfaces of vertical wing plate are bonded fixation by side with two pieces of 51 medial surfaces of vertical support plate by fastener respectively；
Two pieces of horizontal reinforcing plates 71 are passed through fastening by step 5 with the horizontal support plate of downside 41 and 31 lateral surface of column wing plate respectively
Part fitting is fixed, and two pieces of vertical reinforcing plates 81 are bonded with the vertical support plate 51 of downside and 32 side of column web by fastener respectively
It is fixed, so that 72 both sides of transverse bar plate is aligned respectively with 12 both sides of cross web, vertical 82 both sides of gusset are aligned with 22 both sides of vertical web respectively.
The specific embodiments described herein are merely examples of the spirit of the present invention.The utility model institute
Belonging to those skilled in the art can make various modifications or additions to the described embodiments or using similar
Mode substitute, but without departing from the spirit of the present application or beyond the scope of the appended claims.
Although be used more herein crossbeam 1, wing plate 11, cross web 12, longeron 2, vertical wing plate 21, vertical web 22,
Cylinder 3, column wing plate 31, column web 32, transverse tube 4, horizontal support plate 41, horizontal side plate 42, longitudinal tubule (L tubule) 5, vertical support plate 51, longitudinal side plate 52,
The terms such as connector 6, transverse reinforcement 7, horizontal reinforcing plate 71, transverse bar plate 72, vertical reinforcer 8, vertical reinforcing plate 81, vertical gusset 82, but
It does not preclude the possibility of using other terms.It is new the use of these items is only for more easily describing and explaining this practicality
The essence of type；It is contrary to the spirit of the present invention to interpret them as any one of the additional limitations.
Claims (4)
1. a kind of beam-column joint reinforcing structure, including be i-beam structure, and lateral, longitudinal and vertically arranged respectively two
Crossbeam (1), two longerons (2) and a cylinder (3), crossbeam (1) include two pieces of wing plates (11) being mutually parallel and are fixed on
Cross web (12) between two pieces of wing plates (11), longeron (2) cross section is identical as crossbeam (1) cross section, and includes two pieces vertical
Wing plate (21) and the vertical web (22) being fixed between two pieces of vertical wing plates (21), cylinder (3) include two pieces of column wings being mutually parallel
Plate (31) and the column web (32) being fixed between two pieces of column wing plates (31), crossbeam (1) end are weldingly fixed on column wing plate (31)
On, two pieces of opposite lateral surfaces of column wing plate (31) are respectively fixed with a crossbeam (1), and two crossbeam (1) alignment settings, longeron
(2) end is weldingly fixed on column web (32), and column web (32) both sides are respectively fixed with the longeron (2) described in one, and two
Longeron (2) alignment setting, it is characterised in that：Further include two rectangular tubular transverse tubes (4) and two rectangular tubular longitudinal tubule (L tubule)s (5), cross
Pipe (4) includes two pieces of horizontal support plates (41) being mutually parallel and two pieces of horizontal side plates (42) being mutually parallel, and longitudinal tubule (L tubule) (5) includes mutual
Two pieces of parallel vertical support plates (51) and two pieces of longitudinal side plates (52) being mutually parallel, two transverse tube (4) one end are respectively welded at institute
On two pieces of column wing plate (31) lateral surfaces stated, and two transverse tubes (4) are respectively fitted over two crossbeam (1) ends, and two blocks of wing plates
(11) lateral surface is bonded fixation, described two pieces of longitudinal side plate (52) lateral surface difference with two pieces of horizontal support plate (41) medial surfaces respectively
Fitting is fixed on two pieces of column wing plate (31) medial surfaces, and two longitudinal tubule (L tubule) (5) front ends withstand on column web (32) both sides respectively, two
Longitudinal tubule (L tubule) (5) is respectively fitted over two longeron (2) ends, and two pieces of vertical wing plate (21) lateral surfaces are interior with two pieces of vertical support plates (51) respectively
Side fitting is fixed, and the longitudinal tubule (L tubule) (5) rear end is aligned with adjacent horizontal side plate (42) lateral surface on one side with column wing plate (31), also
Connector (6) including steel angle structure, connector (6) are mutually perpendicular to including two pieces, and respectively with longitudinal side plate (52) medial surface and
Horizontal side plate (42) lateral surface is bonded fixed steel plate.
2. a kind of beam-column joint reinforcing structure according to claim 1, it is characterised in that：Further include transverse reinforcement (7), institute
The transverse reinforcement (7) stated includes two pieces perpendicular to each other horizontal reinforcing plates (71) and one piece of transverse bar plate (72), and two pieces of horizontal reinforcing plates
(71) fixation is bonded with the horizontal support plate of downside (41) and column wing plate (31) lateral surface respectively.
3. a kind of beam-column joint reinforcing structure according to claim 2, it is characterised in that：Further include vertical reinforcer (8), institute
The vertical reinforcer (8) stated includes two pieces perpendicular to each other vertical reinforcing plates (81) and one piece of vertical gusset (82), and two pieces of vertical reinforcing plates
(81) fixation is bonded with the vertical support plate of downside (51) and column web (32) side respectively.
4. a kind of beam-column joint reinforcing structure according to claim 3, it is characterised in that：Described transverse bar plate (72) both sides
It is aligned respectively with cross web (12) both sides, vertical gusset (82) both sides are aligned with vertical web (22) both sides respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820328448.XU CN208009932U (en) | 2018-03-09 | 2018-03-09 | A kind of beam-column joint reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820328448.XU CN208009932U (en) | 2018-03-09 | 2018-03-09 | A kind of beam-column joint reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208009932U true CN208009932U (en) | 2018-10-26 |
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ID=63887398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820328448.XU Expired - Fee Related CN208009932U (en) | 2018-03-09 | 2018-03-09 | A kind of beam-column joint reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208009932U (en) |
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2018
- 2018-03-09 CN CN201820328448.XU patent/CN208009932U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181026 |