CN205840000U - Reinforced steel I-beam attachment structure - Google Patents
Reinforced steel I-beam attachment structure Download PDFInfo
- Publication number
- CN205840000U CN205840000U CN201620818728.XU CN201620818728U CN205840000U CN 205840000 U CN205840000 U CN 205840000U CN 201620818728 U CN201620818728 U CN 201620818728U CN 205840000 U CN205840000 U CN 205840000U
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- plate
- side plate
- reinforcing plate
- steel
- girder
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 29
- 239000010959 steel Substances 0.000 title claims abstract description 29
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 39
- 230000008878 coupling Effects 0.000 claims abstract description 7
- 238000010168 coupling process Methods 0.000 claims abstract description 7
- 238000005859 coupling reaction Methods 0.000 claims abstract description 7
- 238000010030 laminating Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 239000006185 dispersion Substances 0.000 description 3
- 230000000699 topical effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
This utility model provides a kind of reinforced steel I-beam attachment structure, belongs to field of steel structure；Which solve the problem that existing steel I-beam attachment structure intensity is low.This utility model includes I-steel girder and T-steel auxiliary girder, girder includes upper flange, lower wing plate and web, auxiliary girder includes side plate one and side plate two, link slot is formed above upper flange and web, auxiliary girder coupling is placed in link slot, and both sides upper and lower with upper flange respectively, side plate about one both sides are parallel, side plate two is the most vertically inserted on link slot corresponding above web, also include reinforced seat, reinforced seat includes reinforcing plate one and reinforcing plate two, and it is respectively perpendicular connection reinforcement plate one and the connecting plate of reinforcing plate two, reinforcing plate one and reinforcing plate two are connected with side plate one bottom surface and lower wing plate end face respectively, and reinforcing plate one with junction, side plate one bottom surface between adjacent two girders, and connecting plate is vertically arranged with web.This attachment structure intensity is higher, and stability is more preferable.
Description
Technical field
This utility model belongs to long strands field, relates to a kind of reinforced steel I-beam attachment structure.
Background technology
Existing steel construction typically utilizes I-steel as girder, using other bar shaped steel constructions as auxiliary girder, girder and pair
The mutual transverse and longitudinal of beam is cross-linked fixing, can be blocked by auxiliary girder, and weld with I-steel respectively, but weld strength is relative during connection
The highest, or the link slot opened above at I-steel, auxiliary bean frame is located on link slot, forms transverse and longitudinal and be cross-linked, but open
If the web after link slot easily bends, auxiliary girder stress also results in link slot tear simultaneously, it is therefore necessary to improve.
Summary of the invention
The purpose of this utility model is for the above-mentioned problems in the prior art, it is provided that one can improve girder steel even
Connect the reinforced steel I-beam attachment structure of intensity.
The purpose of this utility model can be realized by following technical proposal: a kind of reinforced steel I-beam attachment structure,
Including some I-steel girders being parallel to each other and some T-steel auxiliary girders being parallel to each other, girder includes being positioned at the mutual of both sides
Parallel upper flange and lower wing plate, and it is positioned at the web at middle part, auxiliary girder includes side plate one and is vertically connected in the middle part of side plate one
Side plate two, it is characterised in that: above upper flange and web one cutting formed link slot, auxiliary girder vertical rack is located on girder,
And auxiliary girder coupling is placed in link slot, and both sides upper and lower with upper flange respectively, side plate about one both sides are parallel, and side plate two is along width
Direction is vertically inserted on link slot corresponding above web, also includes reinforced seat, and reinforced seat includes the reinforcing plate one being parallel to each other
With reinforcing plate two, and being respectively perpendicular connection reinforcement plate one and the connecting plate of reinforcing plate two, reinforcing plate one and reinforcing plate two are respectively
Be connected with side plate one bottom surface and lower wing plate end face, and reinforcing plate one be positioned at junction, side plate one bottom surface adjacent two girders it
Between, and connecting plate is vertically arranged with web.
Auxiliary girder vertical rack is located on girder, and auxiliary girder coupling is placed in link slot, forms the I-shaped that transverse and longitudinal is cross-linked
Girder steel attachment structure, is connected reinforcing plate one and reinforcing plate two with side plate one bottom surface and lower wing plate end face simultaneously respectively, and strengthens
Plate one with junction, side plate one bottom surface between adjacent two girders, therefore can be by main beam stress position from upper flange and web
Upper Topical Dispersion is on lower wing plate, to avoid link slot to be torn, can also improve in the case of not increasing girder quantity simultaneously
Auxiliary girder bottom support quantity, so that auxiliary girder is more stable.
As preferably, described connecting plate is fixing with side plate two laminating.
Therefore auxiliary girder stability can be improved further.
As preferably, described reinforced seat is structure as a whole, and reinforcing plate one and reinforcing plate two bend for connecting plate two ends
Formed.
Therefore intensity is higher.
As preferably, described reinforced seat is arranged in side plate two lateral symmetry, and two symmetrical reinforced seats are by wearing
Cross connecting plate to be connected with the securing member of side plate two.
Compared with prior art, this utility model has the advantage that
Auxiliary girder vertical rack is located on girder, and auxiliary girder coupling is placed in link slot, forms the I-shaped that transverse and longitudinal is cross-linked
Girder steel attachment structure, is connected reinforcing plate one and reinforcing plate two with side plate one bottom surface and lower wing plate end face simultaneously respectively, and strengthens
Plate one with junction, side plate one bottom surface between adjacent two girders, therefore can be by main beam stress position from upper flange and web
Upper Topical Dispersion is on lower wing plate, to avoid link slot to be torn, can also improve in the case of not increasing girder quantity simultaneously
Auxiliary girder bottom support quantity, so that auxiliary girder is more stable.
Accompanying drawing explanation
Fig. 1 and Fig. 2 is front sectional view of the present utility model and side view cutaway drawing respectively.
Coding in figure is respectively as follows:
1, girder；11, upper flange；12, lower wing plate；13, web；14, link slot；2, auxiliary girder；21, side plate one；22, side plate
Two；3, reinforced seat；31, reinforcing plate one；32, reinforcing plate two；33, connecting plate.
Detailed description of the invention
The following is specific embodiment of the utility model and combine accompanying drawing, the technical solution of the utility model is made further
Description, but this utility model is not limited to these embodiments.
As depicted in figs. 1 and 2, this reinforced steel I-beam attachment structure, including some I-steel girders 1 being parallel to each other
With some T-steel auxiliary girders 2 being parallel to each other, girder 1 includes the upper flange 11 being parallel to each other and the lower wing plate 12 being positioned at both sides, with
And the web 13 in the middle part of being positioned at, auxiliary girder 2 includes side plate 1 and is vertically connected on the side plate 2 22 in the middle part of side plate 1, upper flange
11 and web 13 above one cutting formed link slot 14, auxiliary girder 2 vertical rack is located on girder 1, and auxiliary girder 2 coupling be placed in connection
In groove 14, and side plate about one 21 both sides are parallel with upper flange about 11 both sides respectively, and side plate 2 22 is the most vertically inserted
On link slot 14 corresponding above web 13, also include reinforcing plate 1 He that reinforced seat 3, reinforced seat 3 include being parallel to each other
Reinforcing plate 2 32, and it is respectively perpendicular the connecting plate 33 of connection reinforcement plate 1 and reinforcing plate 2 32, reinforcing plate 1 and reinforcement
Plate 2 32 is connected with side plate 1 bottom surface and lower wing plate 12 end face respectively, and reinforcing plate 1 and position, junction, side plate 1 bottom surface
Between adjacent two girders 1, and connecting plate 33 is vertically arranged with web 13.
Further, connecting plate 33 is fixing with side plate 2 22 laminating.Reinforced seat 3 is structure as a whole, and reinforcing plate 1 He
Reinforcing plate 2 32 is bent to form for connecting plate 33 two ends.Reinforced seat 3 is arranged in side plate 2 22 lateral symmetry, and symmetrical two
Reinforced seat 3 is by being connected through the securing member of connecting plate 33 with side plate 2 22.
Auxiliary girder 2 vertical rack is located on girder 1, and auxiliary girder 2 coupling is placed in link slot 14, forms what transverse and longitudinal was cross-linked
Steel I-beam attachment structure, simultaneously by reinforcing plate 1 and reinforcing plate 2 32 respectively with side plate 1 bottom surface and lower wing plate 12 end face
Connect, and reinforcing plate 1 with junction, side plate 1 bottom surface between adjacent two girders 1, therefore can be by girder 1 stress
From upper flange 11 and web 13, Topical Dispersion is on lower wing plate 12 at position, to avoid link slot 14 to be torn, and simultaneously can also be
In the case of not increasing girder 1 quantity, improve auxiliary girder 2 bottom support quantity, so that auxiliary girder 2 is more stable.
Claims (4)
1. a reinforced steel I-beam attachment structure, including some I-steel girders (1) being parallel to each other and some mutually flat
The T-steel auxiliary girder (2) of row, girder (1) includes the upper flange (11) being parallel to each other and lower wing plate (12), the Yi Jiwei being positioned at both sides
In the web (13) at middle part, auxiliary girder (2) includes side plate one (21) and is vertically connected on the side plate two (22) at side plate one (21) middle part,
It is characterized in that: upper flange (11) and the one cutting of web (13) top form link slot (14), and auxiliary girder (2) vertical rack is located at master
On beam (1), and in auxiliary girder (2) coupling is placed in link slot (14), and side plate upper and lower one (21) both sides respectively with on upper flange (11)
Lower both sides are parallel, and side plate two (22) is the most vertically inserted on the link slot (14) that web (13) top is corresponding, also includes
Reinforced seat (3), reinforced seat (3) includes reinforcing plate one (31) and the reinforcing plate two (32) being parallel to each other, and is respectively perpendicular connection
The connecting plate (33) of reinforcing plate one (31) and reinforcing plate two (32), reinforcing plate one (31) and reinforcing plate two (32) respectively with side plate one
(21) bottom surface and lower wing plate (12) end face connect, and reinforcing plate one (31) is positioned at adjacent two with side plate one (21) junction, bottom surface
Between girder (1), and connecting plate (33) is vertically arranged with web (13).
Reinforced steel I-beam attachment structure the most according to claim 1, it is characterised in that: described connecting plate (33) with
Side plate two (22) laminating is fixing.
Reinforced steel I-beam attachment structure the most according to claim 1, it is characterised in that: described reinforced seat (3) is
Integrative-structure, and reinforcing plate one (31) and reinforcing plate two (32) they are that connecting plate (33) two ends are bent to form.
Reinforced steel I-beam attachment structure the most according to claim 1, it is characterised in that: described reinforced seat (3) exists
Side plate two (22) lateral symmetry is arranged, and two symmetrical reinforced seats (3) are by through connecting plate (33) and side plate two (22)
Securing member be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620818728.XU CN205840000U (en) | 2016-07-29 | 2016-07-29 | Reinforced steel I-beam attachment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620818728.XU CN205840000U (en) | 2016-07-29 | 2016-07-29 | Reinforced steel I-beam attachment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205840000U true CN205840000U (en) | 2016-12-28 |
Family
ID=57616764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620818728.XU Expired - Fee Related CN205840000U (en) | 2016-07-29 | 2016-07-29 | Reinforced steel I-beam attachment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205840000U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855994A (en) * | 2022-05-25 | 2022-08-05 | 杭州汉澳建筑设计有限公司 | Connection method of light steel structure and node thereof |
-
2016
- 2016-07-29 CN CN201620818728.XU patent/CN205840000U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855994A (en) * | 2022-05-25 | 2022-08-05 | 杭州汉澳建筑设计有限公司 | Connection method of light steel structure and node thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170321 Address after: Chang Ming Guizhou Economic Development Zone 551300 Guizhou Province, Qiannan Buyei and Miao Autonomous Prefecture Guiding County Patentee after: Guizhou Xin Xuan Steel Structure Machinery Co., Ltd. Address before: 362121 Quanzhou City, Taiwan investment zone, Luoyang Town, the town of Lantau Island Village, No. East Yan Road, No. 82 Patentee before: Yang Jinyan |
|
| 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: 20161228 Termination date: 20170729 |