CN206607906U - One kind building beam reinforcement steel construction - Google Patents
One kind building beam reinforcement steel construction Download PDFInfo
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- CN206607906U CN206607906U CN201720344542.XU CN201720344542U CN206607906U CN 206607906 U CN206607906 U CN 206607906U CN 201720344542 U CN201720344542 U CN 201720344542U CN 206607906 U CN206607906 U CN 206607906U
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- plate
- fixed
- upper flange
- web
- connecting seat
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Abstract
The utility model provides a kind of building beam reinforcement steel construction, belongs to steel attachment structure field.The problem of it solves existing steel construction low strength.This building beam reinforcement steel construction includes longitudinal and cross beam, longeron includes web one, upper flange one and lower wing plate one, crossbeam includes web two, upper flange two and lower wing plate two, also include connecting seat one and connecting seat two, connecting seat one includes the fixed plate that trailing flank is fixed on the side of web one, also include the supporting plate that inner side edge is separately fixed at fixed plate leading flank, upper junction plate and lower connecting plate, upper junction plate outer side edges have inclined plane shape joint face one, web biend is the joint face two of inclined plane shape, joint face one and the laminating of joint face two are welded and fixed, connecting seat two includes two side plates and bottom plate, bottom plate is fixed with upper junction plate and web two, upside side plate is fixed with upper flange one and upper flange two, downside side plate is fixed with supporting plate and lower wing plate two.This steel construction bulk strength is higher.
Description
Technical field
The utility model belongs to steel attachment structure technical field, is related to a kind of building beam reinforcement steel construction.
Background technology
Vertically connected two I-steel as crossbeam and longeron, be a kind of relatively conventional steel connection knot
Structure, but traditional method typically overlaps fixed cross beam and longeron using steel plate, but intensity can be influenceed by the steel plate overlapped so that even
Connect and unstable, be easily broken the steel plate bending of connecting portion, it is therefore necessary to be improved.
The content of the invention
The purpose of this utility model is to make to connect very there is provided one kind for the above-mentioned problems in the prior art
It is convenient, and the higher building beam reinforcement steel construction of bonding strength.
The purpose of this utility model can be realized by following technical proposal：One kind building beam reinforcement steel construction, including
I-shaped steel longitudinal beam and I-shaped gooseneck, described longeron include web one and are vertically connected on the upper flange of web both sides about one
One and lower wing plate one, crossbeam includes web two and is vertically connected on the upper flange two and lower wing plate two of web both sides about two, its
It is characterised by：Also include connecting seat one, described connecting seat one includes rectangular plate-like fixed plate, and the laminating of fixed plate trailing flank is fixed
In the side of web one, and above and below fixed plate, both sides broadside offsets with the bottom surface of upper flange one and the top surface of lower wing plate one respectively, in addition to
Inner side edge is respectively and vertically fixed at supporting plate, upper junction plate and the lower connecting plate of fixed plate leading flank, and supporting plate is wide with fixed plate
Spend direction it is parallel, upper junction plate and lower connecting plate are respectively perpendicular and are connected to both sides above and below supporting plate, and supporting plate, upper junction plate and
Lower connecting plate is cross-linked to form decussate texture, and described upper junction plate outer side edges have inclined plane shape joint face one, and upper company
Fishplate bar top margin length is less than base length, and web biend is the joint face two of inclined plane shape, and joint face one and joint face two paste
Conjunction is welded and fixed, and upper flange biend offsets with the one side of upper flange one, and lower wing plate biend offsets with supporting plate outer side edges, also
Including channel-section steel connecting seat two, connecting seat two include two side plates being parallel to each other and respectively with side plate bottom plate connected vertically, bottom
Plate is fitted fixation with upper junction plate and web two respectively, and upside side plate is fitted fixation with upper flange one and upper flange two respectively, under
Side side plate is fitted fixation with supporting plate and lower wing plate two respectively.
Crossbeam is engaged on longeron by this steel construction well using connecting seat one, and indirectly can be extended to beam-end
In longeron, the top half of connecting seat one is connected with crossbeam, and reinforced using connecting seat two, therefore it is strong to improve connection
Degree, and coordinated using joint face one and joint face two, moreover it is possible to support strength is further improved, and coordinates lower connecting plate to be added
Gu, therefore bulk strength is higher.
In a kind of above-mentioned building beam reinforcement steel construction, described fixed plate and supporting plate are that T-steel is integrally cut
Formed, and upper junction plate and lower connecting plate be respectively perpendicular and be welded on both sides above and below supporting plate, and respectively with fixed plate vertical welding
It is fixed.
Therefore it is convenient to make connecting seat one.
In a kind of above-mentioned building beam reinforcement steel construction, described upper flange biend is with upper flange one while welding
Fixed, lower wing plate biend is welded and fixed with supporting plate outer side edges.
Therefore structure is more stablized.
In a kind of above-mentioned building beam reinforcement steel construction, described upper flange one is identical with the thickness of upper flange two and two
Side is alignd, and lower wing plate two is identical with support plate thickness and both sides are alignd, and web two is identical with upper junction plate thickness and both sides are alignd.
Compared with prior art, the utility model has the following advantages that：
Crossbeam is engaged on longeron by this steel construction well using connecting seat one, and indirectly can be extended to beam-end
In longeron, the top half of connecting seat one is connected with crossbeam, and reinforced using connecting seat two, therefore it is strong to improve connection
Degree, and coordinated using joint face one and joint face two, moreover it is possible to support strength is further improved, and coordinates lower connecting plate to be added
Gu, therefore bulk strength is higher.
Brief description of the drawings
Fig. 1 is this steel structure connection schematic diagram and decomposing schematic representation.
Fig. 2 is connecting seat side view diagram.
In figure,
1st, longeron；11st, upper flange one；12nd, lower wing plate one；13rd, web one；
2nd, crossbeam；21st, upper flange two；22nd, lower wing plate two；23rd, web two；
3rd, connecting seat one；31st, fixed plate；32nd, supporting plate；33rd, upper junction plate；34th, lower connecting plate；
4th, connecting seat two；41st, bottom plate；42nd, side plate.
Embodiment
The following is specific embodiment of the utility model and with reference to accompanying drawing, further is made to the technical solution of the utility model
Description, but the utility model is not limited to these embodiments.
As depicted in figs. 1 and 2, the utility model one kind building beam reinforcement steel construction, including I-shaped steel longitudinal beam 1 and I-shaped
Gooseneck 2, longeron 1 includes web 1 and is vertically connected on the upper flange 1 and lower wing plate one of web both sides about one 13
12, crossbeam 2 includes web 2 23 and is vertically connected on the upper flange 2 21 and lower wing plate 2 22 of web both sides about 2 23, also wraps
Connecting seat 1 is included, connecting seat 1 includes rectangular plate-like fixed plate 31, and the laminating of the trailing flank of fixed plate 31 is fixed on web 1
Side, and fixed plate about 31 both sides broadside offseted respectively with the bottom surface of upper flange 1 and the top surface of lower wing plate 1, in addition to inner side
While being respectively and vertically fixed at the supporting plate 32 of the leading flank of fixed plate 31, upper junction plate 33 and lower connecting plate 34, supporting plate 32 is with consolidating
The width of fixed board 31 is parallel, and upper junction plate 33 and lower connecting plate 34, which are respectively perpendicular, to be connected to supporting plate about 32 both sides, and branch
Fagging 32, upper junction plate 33 and lower connecting plate 34 are cross-linked to form decussate texture, and the outer side edges of upper junction plate 33 have inclined-plane
Shape joint face one, and the top margin length of upper junction plate 33 is less than base length, the end face of web 2 23 is the joint face two of inclined plane shape, and
Joint face one and the laminating of joint face two are welded and fixed, and the end face of upper flange 2 21 offsets with the one side of upper flange 1, lower wing plate two
22 end faces offset with the outer side edges of supporting plate 32, in addition to channel-section steel connecting seat 24, and connecting seat 24 includes two sides being parallel to each other
Plate 42 and respectively with the bottom plate connected vertically of side plate 42 41, bottom plate 41 fits fixation with upper junction plate 33 and web 2 23 respectively,
Upside side plate 42 is fitted fixation with upper flange 1 and upper flange 2 21 respectively, downside side plate 42 respectively with supporting plate 32 and bottom wing
The laminating of plate 2 22 is fixed.
Further, fixed plate 31 and supporting plate 32 are that integrally cutting is formed T-steel, and upper junction plate 33 and lower connecting plate
34 are respectively perpendicular and are welded on supporting plate about 32 both sides, and are fixed respectively with the vertical welding of fixed plate 31.The end face of upper flange 2 21
It is welded and fixed with the one side of upper flange 1, the end face of lower wing plate 2 22 is welded and fixed with the outer side edges of supporting plate 32.The He of upper flange 1
The thickness of upper flange 2 21 is identical and both sides are alignd, and lower wing plate 2 22 is identical with the thickness of supporting plate 32 and both sides are alignd, web 2 23
It is identical with the thickness of upper junction plate 33 and both sides are alignd.
Crossbeam 2 is engaged on longeron 1 by this steel construction well using connecting seat 1, and indirectly can be prolonged the end of crossbeam 2
Reach in longeron 1, the top half of connecting seat 1 is connected with crossbeam 2, and reinforced using connecting seat 24, therefore can improve
Bonding strength, and coordinated using joint face one and joint face two, moreover it is possible to support strength is further improved, and coordinates lower connecting plate 34
Reinforced, therefore bulk strength is higher.
Specific embodiment described herein is only to the utility model spirit explanation for example.The utility model institute
Category those skilled in the art can make various modifications or supplement or using similar to described specific embodiment
Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although more having used longeron 1, upper flange 1, lower wing plate 1, web 1, crossbeam 2, upper flange herein
2 21, lower wing plate 2 22, web 2 23, connecting seat 1, fixed plate 31, supporting plate 32, upper junction plate 33, lower connecting plate 34, company
The terms such as joint chair 24, bottom plate 41, side plate 42, but it is not precluded from the possibility using other terms.It is only using these terms
In order to more easily describe and explain essence of the present utility model；Being construed as any additional limitation is all and this
Utility model spirit is disagreed.
Claims (4)
1. one kind building beam reinforcement steel construction, including I-shaped steel longitudinal beam (1) and I-shaped gooseneck (2), described longeron (1) bag
Include web one (13) and be vertically connected on the upper flange one (11) and lower wing plate one (12) of both sides above and below web one (13), crossbeam
(2) include web two (23) and be vertically connected on the upper flange two (21) and lower wing plate two (22) of both sides above and below web two (23),
It is characterized in that：Also include connecting seat one (3), described connecting seat one (3) includes rectangular plate-like fixed plate (31), fixed plate
(31) trailing flank laminating is fixed on web one (13) side, and fixed plate (31) up and down both sides broadside respectively with upper flange one (11)
Bottom surface and lower wing plate one (12) top surface offset, in addition to inner side edge is respectively and vertically fixed at the supporting plate of fixed plate (31) leading flank
(32), upper junction plate (33) and lower connecting plate (34), supporting plate (32) are parallel with fixed plate (31) width, upper junction plate
(33) it is respectively perpendicular with lower connecting plate (34) and is connected to supporting plate (32) both sides, and supporting plate (32), upper junction plate (33) up and down
Decussate texture is cross-linked to form with lower connecting plate (34), described upper junction plate (33) outer side edges have inclined plane shape joint face
One, and upper junction plate (33) top margin length is less than base length, web two (23) end face is the joint face two of inclined plane shape, and is connected
Face one and the laminating of joint face two are welded and fixed, and upper flange two (21) end face with upper flange one (11) while offset, lower wing plate two
(22) end face offsets with supporting plate (32) outer side edges, in addition to channel-section steel connecting seat two (4), and connecting seat two (4) includes being parallel to each other
Two side plates (42) and respectively with side plate (42) bottom plate connected vertically (41), bottom plate (41) respectively with upper junction plate (33) and
Web two (23) laminating is fixed, and upside side plate (42) is fitted fixation, downside with upper flange one (11) and upper flange two (21) respectively
Side plate (42) is fitted fixation with supporting plate (32) and lower wing plate two (22) respectively.
2. a kind of building beam reinforcement steel construction according to claim 1, it is characterised in that：Described fixed plate (31) and
Supporting plate (32) is that integrally cutting is formed T-steel, and upper junction plate (33) and lower connecting plate (34) are respectively perpendicular and are welded on support
Plate (32) both sides, and being fixed respectively with fixed plate (31) vertical welding up and down.
3. a kind of building beam reinforcement steel construction according to claim 2, it is characterised in that：Described upper flange two (21)
End face is with upper flange one (11) while be welded and fixed, and lower wing plate two (22) end face is welded and fixed with supporting plate (32) outer side edges.
4. a kind of building beam reinforcement steel construction according to claim 3, it is characterised in that：Described upper flange one (11)
And both sides identical with upper flange two (21) thickness are alignd, and lower wing plate two (22) is identical with supporting plate (32) thickness and both sides are alignd,
Web two (23) is identical with upper junction plate (33) thickness and both sides are alignd.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720344542.XU CN206607906U (en) | 2017-04-01 | 2017-04-01 | One kind building beam reinforcement steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720344542.XU CN206607906U (en) | 2017-04-01 | 2017-04-01 | One kind building beam reinforcement steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607906U true CN206607906U (en) | 2017-11-03 |
Family
ID=60173599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720344542.XU Expired - Fee Related CN206607906U (en) | 2017-04-01 | 2017-04-01 | One kind building beam reinforcement steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607906U (en) |
-
2017
- 2017-04-01 CN CN201720344542.XU patent/CN206607906U/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 |
Granted publication date: 20171103 |
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| CF01 | Termination of patent right due to non-payment of annual fee |