CN207314904U - A kind of C-type steel structure of ruggedized construction - Google Patents
A kind of C-type steel structure of ruggedized construction Download PDFInfo
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- CN207314904U CN207314904U CN201721304705.8U CN201721304705U CN207314904U CN 207314904 U CN207314904 U CN 207314904U CN 201721304705 U CN201721304705 U CN 201721304705U CN 207314904 U CN207314904 U CN 207314904U
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- side plate
- reinforcing rib
- bottom plate
- roll bending
- type steel
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Abstract
The utility model discloses a kind of C-type steel structure of ruggedized construction, including bottom plate, side plate and roll bending, the both sides of bottom plate are respectively arranged with side plate, the upper end of side plate is provided with roll bending, roll bending setting parallel with bottom plate, the connection angle of bottom plate and side plate is provided with reinforcing rib one, the both ends of reinforcing rib one are fixedly connected with bottom plate and side plate respectively, the connection angle of side plate and roll bending is provided with reinforcing rib two, the both ends of reinforcing rib two are fixedly connected with roll bending and side plate respectively, so as to improve the bearing capacity and bending strength of C-type steel structure entirety.
Description
Technical field
It the utility model is related to a kind of C-type steel structure of ruggedized construction.
Background technology
The C-type steel of ruggedized construction be used for large and medium-sized industrial premises, large-scale civil buildings main body force structure construction in,
During construction, generally first the C-type steel of ruggedized construction is connected with girder steel, steel column, then by welding or being bolted to girder steel or steel
On column.Steel building uses such a way more.Its model differs, and species is more, wide according to vertical edge depth of section, upper lower section
Degree, upper and lower seam width, thickness are different, can make different specifications, still, C-type steel structure of the prior art is using
During be easily deformed, the performance such as bending strength, bearing capacity on C-type steel brings influence.
Utility model content
It is easily deformed in use for C-type steel structure of the prior art in the prior art, the bending resistance to C-type steel
A kind of the problem of performances such as intensity, bearing capacity bring influence to burn, there is provided c-type of ruggedized construction.
Concrete technical scheme is as follows：
A kind of C-type steel structure of ruggedized construction, including bottom plate, side plate and roll bending, the both sides of bottom plate are respectively arranged with one
Side plate, the upper end of side plate are provided with roll bending, roll bending setting parallel with bottom plate, and the connection angle of bottom plate and side plate is provided with
Reinforcing rib one, the both ends of reinforcing rib one are fixedly connected with bottom plate and side plate respectively, and the connection angle of side plate and roll bending is provided with
Reinforcing rib two, the both ends of reinforcing rib two are fixedly connected with roll bending and side plate respectively.
Further, reinforcing rib one and reinforcing rib two are distributed each along the length direction of side plate.
Further, reinforcing rib one is obliquely installed from bottom plate to the direction of side plate.
Further, reinforcing rib two is obliquely installed from side plate to the direction of roll bending.
Further, bottom plate, side plate and roll bending are integrally formed setting.
Compared with prior art, the utility model has the advantage of：The C-type steel knot of ruggedized construction provided by the utility model
Structure when in use, since the connection angle of bottom plate and side plate is provided with reinforcing rib one, the both ends of reinforcing rib one respectively with bottom plate
It is fixedly connected with side plate, the intensity between bottom plate and side plate can be improved by the effect of reinforcing rib one, improves bottom plate or side plate
Bearing capacity and bending strength, avoid floor that relative deformation occurs with side, since the connection angle of side plate and roll bending is provided with
Reinforcing rib two, the both ends of reinforcing rib two are fixedly connected with roll bending and side plate respectively, so improve the carrying between roll bending and side plate
Power and bending strength, so as to improve the bearing capacity and bending strength of C-type steel structure entirety.
Brief description of the drawings
For ease of explanation, the utility model is described in detail by following specific implementations and attached drawing.
Fig. 1 is the three-dimensional figure structure schematic representation of the utility model.
In figure, 1, bottom plate；2nd, side plate；3rd, roll bending；4th, reinforcing rib one；5th, reinforcing rib two.
Embodiment
A kind of C-type steel structure of ruggedized construction as shown in Figure 1, including bottom plate 1, side plate 2 and roll bending 3, the two of bottom plate 1
Side is respectively arranged with side plate 2, and the upper end of side plate 2 is provided with roll bending 3, roll bending 3 and 1 parallel setting of bottom plate, bottom plate 1 and side
The connection angle of plate 2 is provided with reinforcing rib 1, and the both ends of reinforcing rib 1 are fixedly connected with bottom plate 1 and side plate 2 respectively, side plate
2 are provided with reinforcing rib 25 with the connection angle of roll bending 3, and the both ends of reinforcing rib 25 are fixed with roll bending 3 and side plate 2 respectively to be connected
Connect, when in use, since the connection angle of bottom plate 1 and side plate 2 is provided with reinforcing rib 1, the both ends of reinforcing rib 1 respectively with
Bottom plate 1 is fixedly connected with side plate 2, can be improved the intensity between bottom plate 1 and side plate 2 by the effect of reinforcing rib 1, be improved bottom plate
1 or the bearing capacity and bending strength of side plate 2, avoid floor that relative deformation occurs with side, due to the connection of side plate 2 and roll bending 3
Angle is provided with reinforcing rib 25, and the both ends of reinforcing rib 25 are fixedly connected with roll bending 3 and side plate 2 respectively, so improve roll bending
Bearing capacity and bending strength between 3 and side plate 2, so that the bearing capacity and bending strength of C formed steel constructions entirety are improved,
Preferably, bottom plate 1, side plate 2 and roll bending 3 are integrally formed setting, and convenient for production and bearing capacity is stronger.
As shown in Figure 1, it is preferred that reinforcing rib 1 and reinforcing rib 25 are distributed each along the length direction of side plate 2, are so set
Put, reinforcing rib 1 and reinforcing rib 25 is provided uniform support force, it is preferred that reinforcing rib 1 is from bottom plate 1 to the side of side plate 2
To being obliquely installed, the direction of reinforcing rib 1 from bottom plate 1 to side plate 2 is obliquely installed, and reinforcing rib 1 can be increased and add by so setting
The radical that strengthening tendons 25 arranges, further improves the intensity of enhancing.
Above embodiment is only that the preferred embodiment of the utility model is described, not to the utility model
Spirit and scope be defined.Without departing from the design concept of the present utility model, ordinary people in the field is to this reality
The all variations and modifications made with new technical solution, should fall within the protection scope of the present utility model, this practicality is new
The claimed technology contents of type, have all been recorded in detail in the claims.
Claims (5)
- A kind of 1. C-type steel structure of ruggedized construction, it is characterised in that including bottom plate, side plate and roll bending, the both sides of the bottom plate Side plate is respectively arranged with, the upper end of the side plate is provided with roll bending, and roll bending setting parallel with the bottom plate is described The connection angle of bottom plate and side plate is provided with reinforcing rib one, and the both ends of the reinforcing rib one are fixed with bottom plate and side plate respectively to be connected Connect, the connection angle of the side plate and roll bending is provided with reinforcing rib two, and the both ends of reinforcing rib two are consolidated with roll bending and side plate respectively Fixed connection.
- 2. the C-type steel structure of ruggedized construction according to claim 1, it is characterised in that：The reinforcing rib one and reinforcing rib Two each along the side plate length direction be distributed.
- 3. the C-type steel structure of ruggedized construction according to claim 2, it is characterised in that：The reinforcing rib one from bottom plate to The direction of side plate is obliquely installed.
- 4. the C-type steel structure of ruggedized construction according to claim 3, it is characterised in that：The reinforcing rib two from side plate to The direction of roll bending is obliquely installed.
- 5. the C-type steel structure of ruggedized construction according to claim 4, it is characterised in that the bottom plate, side plate and roll bending It is integrally formed setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721304705.8U CN207314904U (en) | 2017-10-11 | 2017-10-11 | A kind of C-type steel structure of ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721304705.8U CN207314904U (en) | 2017-10-11 | 2017-10-11 | A kind of C-type steel structure of ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314904U true CN207314904U (en) | 2018-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721304705.8U Active CN207314904U (en) | 2017-10-11 | 2017-10-11 | A kind of C-type steel structure of ruggedized construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN207314904U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109253385A (en) * | 2018-11-14 | 2019-01-22 | 天津市普飞特建筑钢制品有限公司 | A kind of C-shape steel |
| CN109610727A (en) * | 2019-01-15 | 2019-04-12 | 长安大学 | A kind of reinforcing bar and cold-formed thin-walled C steel coupled column destroyed for distortional buckling |
| CN109610725A (en) * | 2019-01-15 | 2019-04-12 | 长安大学 | A kind of reinforcing bar and cold-formed thin-walled C steel coupled column destroyed for complete buckling |
| CN112412093A (en) * | 2020-11-27 | 2021-02-26 | 湖南鸿阳钢结构有限公司 | Be applied to reinforced (rfd) C shaped steel structure on layer top |
-
2017
- 2017-10-11 CN CN201721304705.8U patent/CN207314904U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109253385A (en) * | 2018-11-14 | 2019-01-22 | 天津市普飞特建筑钢制品有限公司 | A kind of C-shape steel |
| CN109610727A (en) * | 2019-01-15 | 2019-04-12 | 长安大学 | A kind of reinforcing bar and cold-formed thin-walled C steel coupled column destroyed for distortional buckling |
| CN109610725A (en) * | 2019-01-15 | 2019-04-12 | 长安大学 | A kind of reinforcing bar and cold-formed thin-walled C steel coupled column destroyed for complete buckling |
| CN112412093A (en) * | 2020-11-27 | 2021-02-26 | 湖南鸿阳钢结构有限公司 | Be applied to reinforced (rfd) C shaped steel structure on layer top |
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