CN208167983U - A kind of high-strength connection structure for floor beam and wall - Google Patents
A kind of high-strength connection structure for floor beam and wall Download PDFInfo
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- CN208167983U CN208167983U CN201820328253.5U CN201820328253U CN208167983U CN 208167983 U CN208167983 U CN 208167983U CN 201820328253 U CN201820328253 U CN 201820328253U CN 208167983 U CN208167983 U CN 208167983U
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- floor
- wall
- floor beam
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Abstract
The utility model provides a kind of high-strength connection structure for floor beam and wall, belongs to field of steel structure.It solves the problems, such as to fix floor beam on existing wall unstable.It includes metope and floor beam that this, which is used for floor beam and the high-strength connection structure of wall, floor beam includes web, upper flange and lower wing plate, it further include main connection frame and secondary connection frame, main connection frame includes the main floor being fitted on metope and the main side plate for being connected to main floor both sides, two blocks of main side plates are embedded in wall respectively, secondary connection frame includes the parabasal plate that fixation is bonded with main floor and the secondary side plate for being connected to parabasal plate both sides, floor beam end is withstood on main floor, it is fixed below lower wing plate above the secondary side plate of upside, it further include support frame, support frame includes the frame plate fixed with main floor and the support plate for being connected to frame plate both sides, the support plate of downside is fixed on the secondary side plate of upside, support frame end and floor beam end side are welded.This connection structure intensity is higher, and the scope of application is wider.
Description
Technical field
The utility model belongs to steel structure technology field, is related to a kind of high-intensitive connection knot for floor beam and wall
Structure.
Background technique
Generally using I-steel as girder in existing steel construction, end of main beam is fixed on metope using fixing seat, but
Do not have the fixed mechanism cooperated with girder in common wall, causes girder and the fixation of common metope unstable, while certain walls
Face is uneven, girder and metope can not be fixed very well, it is therefore necessary to improve.
Summary of the invention
The purpose of this utility model be for the above-mentioned problems in the prior art, provide it is a kind of can improve girder with
Common metope fixing intensity, and it is avoided that the high-strength connection structure for floor beam and wall influenced by concave-convex metope.
The purpose of this utility model can be realized by the following technical scheme：A kind of high intensity for floor beam and wall
Connection structure, the vertically arranged metope including being located at wall side, further includes the I-steel floor beam being laterally arranged, floor beam
Including web and the upper flange and lower wing plate that are connected to web or more both sides, it is characterised in that：It further include longitudinally disposed, and
It is the main connection frame and secondary connection frame of channel steel structure, the main connection frame includes the main floor being fitted on metope and difference
Two blocks of main side plates on main floor or more both sides are connected to, two blocks of main side plates are embedded in wall respectively, and secondary connection frame includes and main bottom
The fixed parabasal plate of plate fitting and two blocks of secondary side plates for being connected to parabasal plate or more both sides, floor beam end withstand on main floor
On, and lower wing plate supported underneath and be fixed on above the secondary side plate of upside, it further include the support frame of channel steel structure, support frame
Including being bonded the frame plate of fixation with main floor and being connected to two pieces of support plates on frame plate or more both sides, and the support plate of upside
It is aligned with upper flange, the support plate of downside is aligned with lower wing plate, and is bonded on the secondary side plate for being fixed on upside, and support frame end
It cuts and is welded and fixed with floor beam end side.
Main connection frame is fixed this connection structure with metope, secondary connection frame is fixed on main connection frame later, energy
The influence by metope concave and convex part is avoided, floor beam is supported on secondary connection frame later, and utilizes support frame and floor beam
End side, which is welded and fixed, to be reinforced, therefore can form high-strength connection structure, and the support plate of upside is aligned with upper flange,
Support floor plates marginal position can be stablized, and after disassembly, the main floor of main connection frame is fitted on metope, can guarantee that metope is flat
It is whole, therefore will not influence metope structure.
Above-mentioned a kind of for further including being welded on secondary connection frame in the high-strength connection structure of floor beam and wall
Gusset, and gusset is fixed with the secondary side plate vertical weldings of parabasal plate and two pieces respectively, and gusset two sides are aligned with web two sides.
Therefore secondary connection frame overall stability can be improved.
Above-mentioned a kind of in the high-strength connection structure of floor beam and wall, there is wall beam in the wall,
And two blocks of main side plates are fixed on wall beam.
Therefore main connection frame and wall connecting intensity can be improved.
Above-mentioned a kind of in the high-strength connection structure of floor beam and wall, the main floor to pass through fastener
It is fixed on metope.
Compared with prior art, the utility model has the following advantages that：
Main connection frame is fixed this connection structure with metope, secondary connection frame is fixed on main connection frame later, energy
The influence by metope concave and convex part is avoided, floor beam is supported on secondary connection frame later, and utilizes support frame and floor beam
End side, which is welded and fixed, to be reinforced, therefore can form high-strength connection structure, and the support plate of upside is aligned with upper flange,
Support floor plates marginal position can be stablized, and after disassembly, the main floor of main connection frame is fitted on metope, can guarantee that metope is flat
It is whole, therefore will not influence metope structure.
Detailed description of the invention
Fig. 1 is this connection structure connection status side view cutaway drawing.
Fig. 2 is this connection structure connection status front sectional view.
In figure,
1, wall；11, metope；12, wall beam；
2, floor beam；21, web；22, upper flange；23, lower wing plate；
3, main connection frame；31, main floor；32, main side plate；
4, secondary connection frame；41, parabasal plate；42, secondary side plate；43, gusset；
5, support frame；51, frame plate；52, support plate.
Specific embodiment
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 high-strength connection structure for floor beam and wall of the utility model, including position
Vertically arranged metope 11 in 1 side of wall, further includes the I-steel floor beam 2 being laterally arranged, and floor beam 2 includes web 21
Further include longitudinally disposed with the upper flange 22 and lower wing plate 23 for being connected to about 21 both sides of web, and is channel steel structure
Main connection frame 3 and secondary connection frame 4, main connection frame 3 includes the main floor 31 being fitted on metope 11 and is connected to main bottom
Two blocks of main side plates 32 on about 31 both sides of plate, respectively in the wall 1, secondary connection frame 4 includes and main floor two blocks of main side plates 32
The fixed parabasal plate 41 of 31 fittings and two blocks of secondary side plates 42 for being connected to about 41 both sides of parabasal plate, 2 end of floor beam top
It on main floor 31, and 23 supported underneath of lower wing plate and is fixed on above the secondary side plate 42 of upside, further includes channel steel structure
Support frame 5, support frame 5 includes being bonded fixed frame plate 51 with main floor 31 and being connected to the two of about 51 both sides of frame plate
Block support plate 52, and the support plate 52 of upside is aligned with upper flange 22, the support plate 52 of downside is aligned with lower wing plate 23, and is bonded
It is fixed on the secondary side plate 42 of upside, and 5 end cut of support frame and is welded and fixed with 2 end side of floor beam.
Further, further include the gusset 43 being welded on secondary connection frame 4, and gusset 43 respectively with parabasal plate 41 and two pieces
Secondary 42 vertical welding of side plate is fixed, and 43 two sides of gusset are aligned with 21 two sides of web.There are wall beam 12, and two pieces of main sides in wall 1
Plate 32 is fixed on wall beam 12.Main floor 31 is fixed on metope 11 by fastener.
Main connection frame 3 is fixed this connection structure with metope 11, and secondary connection frame 4 is fixed on main connection frame 3 later
On, it is avoided that the influence by 11 concave and convex part of metope, floor beam 2 is supported on secondary connection frame 4 later, and utilize support frame
5 are welded and fixed with 2 end side of floor beam and are reinforced, therefore can form high-strength connection structure, and the support plate 52 of upside
It is aligned with upper flange 22, support floor plates marginal position can be stablized, and after disassembly, the main floor 31 of main connection frame 3 is fitted in wall
It on face 11, can guarantee that metope 11 is smooth, therefore will not influence 11 structure of metope.
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 wall 1, metope 11, wall beam 12, floor beam 2, web 21, upper flange 22, bottom wing is used more herein
Plate 23, main connection frame 3, main floor 31, main side plate 32, secondary connection frame 4, parabasal plate 41, secondary side plate 42, gusset 43, support frame 5,
The terms such as frame plate 51, support plate 52, but it does not exclude the possibility of using other terms.The use of these items is only for more
Easily describe and explain the essence of the utility model；It is practical new with this for being construed as any additional limitation all
Type spirit is disagreed.
Claims (4)
1. a kind of high-strength connection structure for floor beam and wall, the vertically arranged wall including being located at wall (1) side
Face (11), further includes the I-steel floor beam (2) being laterally arranged, and floor beam (2) includes web (21) and is connected to web
(21) upper flange (22) and lower wing plate (23) on both sides up and down, it is characterised in that：Further include longitudinally disposed, and is channel steel structure
Main connection frame (3) and secondary connection frame (4), the main connection frame (3) includes the main floor (31) being fitted on metope (11)
With two pieces of main side plates (32) for being connected to main floor (31) both sides up and down, two pieces of main side plates (32) are embedded in wall (1) respectively
Interior, secondary connection frame (4) includes being bonded fixed parabasal plate (41) with main floor (31) and being connected to parabasal plate (41) up and down
The secondary side plate (42) of two pieces of both sides, floor beam (2) end is withstood on main floor (31), and lower wing plate (23) supported underneath and fixation
It further include the support frame (5) of channel steel structure above the secondary side plate (42) for being located at upside, support frame (5) includes and main floor
(31) the fixed frame plate (51) of fitting and two pieces of support plates (52) on frame plate (51) both sides up and down are connected to, and the branch of upside
Fagging (52) is aligned with upper flange (22), and the support plate (52) of downside is aligned with lower wing plate (23), and is bonded and is fixed on upside
On secondary side plate (42), and support frame (5) end cut and it is welded and fixed with floor beam (2) end side.
2. a kind of high-strength connection structure for floor beam and wall according to claim 1, it is characterised in that：Also wrap
The gusset (43) being welded on secondary connection frame (4) is included, and gusset (43) hangs down with parabasal plate (41) and two pieces of secondary side plates (42) respectively
It is directly welded and fixed, gusset (43) two sides are aligned with web (21) two sides.
3. a kind of high-strength connection structure for floor beam and wall according to claim 2, it is characterised in that：It is described
Wall (1) in there are wall beam (12), and two pieces of main side plates (32) are fixed on wall beam (12).
4. a kind of high-strength connection structure for floor beam and wall according to claim 3, it is characterised in that：It is described
Main floor (31) be fixed on metope (11) by fastener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820328253.5U CN208167983U (en) | 2018-03-09 | 2018-03-09 | A kind of high-strength connection structure for floor beam and wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820328253.5U CN208167983U (en) | 2018-03-09 | 2018-03-09 | A kind of high-strength connection structure for floor beam and wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208167983U true CN208167983U (en) | 2018-11-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820328253.5U Active CN208167983U (en) | 2018-03-09 | 2018-03-09 | A kind of high-strength connection structure for floor beam and wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN208167983U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441605A (en) * | 2020-04-11 | 2020-07-24 | 河北天昊建筑设计有限公司 | Old house beam reinforcing structure and reinforcing method |
| CN111502033A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Quick mounting structure of full-prefabricated high strength PC floor and girder steel |
| CN112854475A (en) * | 2021-03-31 | 2021-05-28 | 张彪 | Assembled steel construction fixed connection additional strengthening |
-
2018
- 2018-03-09 CN CN201820328253.5U patent/CN208167983U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441605A (en) * | 2020-04-11 | 2020-07-24 | 河北天昊建筑设计有限公司 | Old house beam reinforcing structure and reinforcing method |
| CN111502033A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Quick mounting structure of full-prefabricated high strength PC floor and girder steel |
| CN112854475A (en) * | 2021-03-31 | 2021-05-28 | 张彪 | Assembled steel construction fixed connection additional strengthening |
| CN112854475B (en) * | 2021-03-31 | 2022-03-01 | 孝感市城乡规划建筑设计院有限责任公司 | Assembled steel construction fixed connection additional strengthening |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191210 Address after: 361000 No.61, fanghubei Second Road, Huli District, Xiamen City, Fujian Province Patentee after: Fujian Sanjian Engineering Co., Ltd Address before: 312599 Qixing street, Xinchang County, Shaoxing, Zhejiang, No. 53 in the snow pond Patentee before: Xinchang County camp Technology Co., Ltd. |