CN207761054U - A kind of floor steel skeleton construction - Google Patents
A kind of floor steel skeleton construction Download PDFInfo
- Publication number
- CN207761054U CN207761054U CN201721921035.4U CN201721921035U CN207761054U CN 207761054 U CN207761054 U CN 207761054U CN 201721921035 U CN201721921035 U CN 201721921035U CN 207761054 U CN207761054 U CN 207761054U
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- Prior art keywords
- plate
- vertical
- support plate
- wing
- wing plate
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Abstract
The utility model provides a kind of floor steel skeleton construction, belongs to building structure field.It solves the problems, such as that existing floor steel skeleton intensity is low.This floor steel skeleton construction includes I-shaped gooseneck and longeron, crossbeam includes wing plate and cross web, longeron includes vertical wing plate and vertical web, further include connector one and two connectors two, connector one includes perpendicular connecting plate one and support plate one, connector two includes perpendicular connecting plate two and support plate two, connecting plate one is fixed with vertical web side, two fittings of support plate two are fixed on one both sides of support plate, two two top surface of connecting plate alignment, cutting forms support portion in support plate one, cross beam frame is on support portion, lower section wing plate is welded below support portion, and it is fixed with two top surface of connecting plate, cross web end is welded on support portion side, the welding of wing plate side is indulged with top in top wing plate end, top wing plate lateral surface is indulged wing plate lateral surface with top and is aligned.This steel skeleton construction can stablize installation floor plates.
Description
Technical field
The utility model belongs to building structure technology field, is related to a kind of floor steel skeleton construction.
Background technology
Existing steel construction floor needs first to set up steel skeleton, floor plates is mounted on steel skeleton later, existing steel skeleton
The I-steel that generally transverse and longitudinal is staggeredly welded, it is parallel above steel skeleton in order to ensure, need crossbeam or longeron end to cut laggard
Row welding, not only construction trouble, but also low strength, it is therefore necessary to be 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 energy raising construction effect
Rate, and the floor steel skeleton construction of support floor plates can be stablized.
The purpose of this utility model can be realized by following technical proposal：A kind of floor steel skeleton construction, including be
The crossbeam and longeron of i-beam structure, crossbeam include two blocks of wing plates being mutually parallel and are vertically connected between two blocks of wing plates
Cross web, longeron includes two blocks of vertical wing plates being mutually parallel and the vertical web being vertically connected between two blocks of vertical wing plates, crossbeam
Distinguish horizontal and vertical setting with longeron, cross web width direction and vertical web width direction are in vertically arranged, and feature exists
In：Wing plate is identical with cross web thickness, and vertical wing plate is identical with vertical web thickness, and wing plate thickness is less than vertical wing plate thickness, also
Including T steel connector one and two right angle steel fasteners two, connector one includes orthogonal connecting plate one and support plate
One, connector two includes orthogonal connecting plate two and support plate two, and the connecting plate one is bonded solid with vertical web side
It is fixed, and support plate one is vertical with vertical web, and be vertically arranged, the support plate two of described two connectors two is bonded admittedly respectively
One both sides of support plate are scheduled on, and two top surface of connecting plate of two connectors two is aligned and is horizontally disposed with, in the support plate one
Cutting forms right-angle notch shape support portion, and the cross beam frame is on support portion, and the wing plate of lower section supports and is welded on branch
Below support part, and it is bonded fixation with two pieces of two top surfaces of connecting plate, cross web end is welded on support portion side, and cross web both sides
It is aligned respectively with one both sides of support plate, the wing plate end of top and the vertical wing plate side of top are welded, and the wing plate of top
Lateral surface is aligned with the vertical wing plate lateral surface of top.
This steel skeleton construction is not necessarily to cut beam-end, and nick shaped support portion frame is opened up in support plate one and lives crossbeam, and
Below the crossbeam is further supported using support plate two, while reinforcing plate structure is formed using support plate one, to improve crossbeam
Stability, and the wing plate lateral surface of top after installation is aligned with the vertical wing plate lateral surface of top, therefore installation building can be stablized
Laminate.
In a kind of above-mentioned floor steel skeleton construction, one upper side edge of support plate and lower side are respectively perpendicular welding
On two pieces of vertical wing plate medial surfaces.
In a kind of above-mentioned floor steel skeleton construction, two inner side edge of connecting plate and two inner side edge of support plate difference
It is vertically welded on one side of connecting plate, two outer side edges of connecting plate and two outer side edges of support plate are located at below the crossbeam.
In a kind of above-mentioned floor steel skeleton construction, two lower side of support plate is vertically welded in the vertical wing of lower section
On plate medial surface.
Therefore overall structure stability can be further increased.
Compared with prior art, the utility model has the following advantages that：
This steel skeleton construction is not necessarily to cut beam-end, and nick shaped support portion frame is opened up in support plate one and lives crossbeam, and
Below the crossbeam is further supported using support plate two, while reinforcing plate structure is formed using support plate one, to improve crossbeam
Stability, and the wing plate lateral surface of top after installation is aligned with the vertical wing plate lateral surface of top, therefore installation building can be stablized
Laminate.
Description of the drawings
Fig. 1 is this steel skeleton construction locally installation sectional view.
Fig. 2 is the exploded view of Fig. 1.
In figure,
1, crossbeam；11, wing plate；12, cross web；
2, longeron；21, wing plate is indulged；22, web is indulged；
3, connector one；31, connecting plate one；32, support plate one；33, support portion；
4, connector two；41, connecting plate two；42, support plate two.
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 floor steel skeleton construction of the utility model, including be the crossbeam 1 of i-beam structure
With longeron 2, crossbeam 1 includes two blocks of wing plates 11 being mutually parallel and the cross web being vertically connected between two blocks of wing plates 11
12, longeron 2 includes two blocks of vertical wing plates 21 being mutually parallel and the vertical web 22 being vertically connected between two blocks of vertical wing plates 21, crossbeam
1 and longeron 2 distinguish horizontal and vertical setting, 12 width direction of cross web and 22 width direction of vertical web be in it is vertically arranged, it is horizontal
Wing plate 11 is identical with 12 thickness of cross web, and vertical wing plate 21 is identical with 22 thickness of vertical web, and 11 thickness of wing plate is less than vertical wing plate 21
Thickness, further includes T steel connector 1 and two right angle steel fasteners 24, and connector 1 includes orthogonal connecting plate
One 31 and support plate 1, connector 24 includes orthogonal connecting plate 2 41 and support plate 2 42, connecting plate 1 with it is vertical
The fitting of 22 side of web is fixed, and support plate 1 is vertical with vertical web 22, and is vertically arranged, the branch of two connectors 24
Fagging 2 42 is bonded respectively is fixed on one 32 both sides of support plate, and the alignment of 2 41 top surface of connecting plate and the water of two connectors 24
It is flat to be arranged, it is cut in support plate 1 and forms right-angle notch shape support portion 33,1 frame of crossbeam is on support portion 33, and the cross of lower section
Wing plate 11 supports and is welded on 33 lower section of support portion, and fixation is bonded with two pieces of 2 41 top surfaces of connecting plate, the weldering of 12 end of cross web
Be connected on 33 side of support portion, and 12 both sides of cross web are aligned with one 32 both sides of support plate respectively, 11 end of wing plate of top with
21 side of vertical wing plate of top is welded, and 11 lateral surface of wing plate of top is aligned with 21 lateral surface of vertical wing plate of top.
Further, one 32 upper side edge of support plate and lower side, which are respectively perpendicular, is welded on two pieces of 21 medial surfaces of vertical wing plate.
2 41 inner side edge of connecting plate and 2 42 inner side edge of support plate, which are respectively perpendicular, to be welded on one 31 side of connecting plate, outside connecting plate 2 41
Side and 2 42 outer side edges of support plate are located at 1 lower section of crossbeam.2 42 lower side of support plate is vertically welded in the vertical wing plate 21 of lower section
On medial surface.
This steel skeleton construction opens up 33 frame of nick shaped support portion in support plate 1 and lives cross without cutting 1 end of crossbeam
Beam 1, and further supported using 2 42 pairs of crossbeams of support plate, 1 lower section, while reinforcing plate structure is formed using support plate 1,
To improve 1 stability of crossbeam, and 11 lateral surface of wing plate of top after installation is aligned with 21 lateral surface of vertical wing plate of top, because
This can stablize installation floor plates.
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,
The arts such as connector 1, connecting plate 1, support plate 1, support portion 33, connector 24, connecting plate 2 41, support plate 2 42
Language, but it does not preclude the possibility of using other terms.The use of these items is only for more easily describe and explain this
The essence of utility model；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 floor steel skeleton construction, including be the crossbeam (1) and longeron (2) of i-beam structure, crossbeam (1) includes mutual
Two pieces of parallel wing plates (11) and the cross web (12) being vertically connected between two pieces of wing plates (11), longeron (2) includes phase
Mutual two pieces of parallel vertical wing plates (21) and the vertical web (22) being vertically connected between two pieces of vertical wing plates (21), crossbeam (1) and are indulged
Beam (2) horizontal and vertical setting respectively, cross web (12) width direction and vertical web (22) width direction be in it is vertically arranged,
It is characterized in that：Wing plate (11) is identical with cross web (12) thickness, and vertical wing plate (21) is identical with vertical web (22) thickness, wing plate
(11) thickness is less than vertical wing plate (21) thickness, further includes T steel connector one (3) and two right angle steel fasteners two (4), connection
Part one (3) includes orthogonal connecting plate one (31) and support plate one (32), and connector two (4) includes orthogonal connection
Plate two (41) and support plate two (42), the connecting plate one (31) are bonded fixation, and support plate one with vertical web (22) side
(32) vertical with vertical web (22), and be vertically arranged, the support plate two (42) of described two connectors two (4) is bonded respectively
Support plate one (32) both sides are fixed on, and connecting plate two (41) top surface of two connectors two (4) is aligned and is horizontally disposed with, it is described
Support plate one (32) on cutting form right-angle notch shape support portion (33), the crossbeam (1) frame on support portion (33), and
The wing plate (11) of lower section is supported and is welded below support portion (33), and is bonded fixation with two pieces of connecting plate two (41) top surfaces,
Cross web (12) end is welded on support portion (33) side, and cross web (12) both sides respectively with support plate one (32) both sides pair
Together, vertical wing plate (21) side of wing plate (11) end of top and top weld, and wing plate (11) lateral surface of top with
Vertical wing plate (21) lateral surface of top is aligned.
2. a kind of floor steel skeleton construction according to claim 1, it is characterised in that：On the upside of the support plate one (32)
Side and lower side, which are respectively perpendicular, to be welded on two pieces of vertical wing plate (21) medial surfaces.
3. a kind of floor steel skeleton construction according to claim 2, it is characterised in that：On the inside of the connecting plate two (41)
Side and support plate two (42) inner side edge, which are respectively perpendicular, to be welded on connecting plate one (31) side, connecting plate two (41) outer side edges and branch
Fagging two (42) outer side edges are located at below crossbeam (1).
4. a kind of floor steel skeleton construction according to claim 3, it is characterised in that：On the downside of the support plate two (42)
While being vertically welded on vertical wing plate (21) medial surface of lower section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721921035.4U CN207761054U (en) | 2017-12-29 | 2017-12-29 | A kind of floor steel skeleton construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721921035.4U CN207761054U (en) | 2017-12-29 | 2017-12-29 | A kind of floor steel skeleton construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207761054U true CN207761054U (en) | 2018-08-24 |
Family
ID=63182788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721921035.4U Expired - Fee Related CN207761054U (en) | 2017-12-29 | 2017-12-29 | A kind of floor steel skeleton construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207761054U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931360A (en) * | 2021-09-30 | 2022-01-14 | 上海宝冶集团有限公司 | Method for fixing curtain wall keel on I-shaped steel web |
-
2017
- 2017-12-29 CN CN201721921035.4U patent/CN207761054U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931360A (en) * | 2021-09-30 | 2022-01-14 | 上海宝冶集团有限公司 | Method for fixing curtain wall keel on I-shaped steel web |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200630 Address after: Group 1, neilin village, Xinglin street, Jimei District, Xiamen City, Fujian Province Patentee after: Xiamen Zhuoyi Construction Engineering Co., Ltd Address before: 325000 East Head of Room 205, 7 Groups of Xinqiao Street, Ouhai District, Wenzhou City, Zhejiang Province Patentee before: WENZHOU SILIN INDUSTRIAL DESIGN Co.,Ltd. |
|
| 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: 20180824 Termination date: 20201229 |