CN108343835A - A kind of steady type channel steel - Google Patents
A kind of steady type channel steel Download PDFInfo
- Publication number
- CN108343835A CN108343835A CN201810158491.0A CN201810158491A CN108343835A CN 108343835 A CN108343835 A CN 108343835A CN 201810158491 A CN201810158491 A CN 201810158491A CN 108343835 A CN108343835 A CN 108343835A
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- CN
- China
- Prior art keywords
- steel plate
- cross reinforcing
- waling
- steel
- insertion rod
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16S—CONSTRUCTIONAL ELEMENTS IN GENERAL; STRUCTURES BUILT-UP FROM SUCH ELEMENTS, IN GENERAL
- F16S3/00—Elongated members, e.g. profiled members; Assemblies thereof; Gratings or grilles
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of steady type channel steels,The channel steel includes the first steel plate,With first steel plate the second steel plate disposed in parallel,And the junction steel plate of connection the first steel plate and the second steel plate,The angle that first steel plate is connect with junction steel plate is installed with the first cross reinforcing,The angle that second steel plate is connect with junction steel plate is installed with the second cross reinforcing,The first cross reinforcing bottom surface is fixedly connected with junction steel plate,The first cross reinforcing first side is fixedly connected with the first steel plate medial surface bottom end,The second cross reinforcing bottom surface is fixedly connected with junction steel plate,Second cross reinforcing first side is fixedly connected with the second steel plate medial surface bottom end,Complex root waling is installed between first cross reinforcing and the second cross reinforcing,Every two walings in the complex root waling are mutually parallel,Every waling first end in the complex root waling is fixedly connected with the first cross reinforcing second side.
Description
Technical field
The present invention relates to a kind of channel steels, more specifically to a kind of steady type channel steel.
Background technology
Existing channel steel is easy to be deformed in lateral force, and when being supported vertically, is located at channel steel bottom end
Steel plate corner portions support strength it is inadequate, stress be easy outwardly or inwardly deforms.
Invention content
The technical problem to be solved in the present invention is, for the drawbacks described above of the prior art, provides a kind of steady type channel steel.
The technical solution adopted by the present invention to solve the technical problems is：A kind of steady type channel steel is constructed, which includes
First steel plate with first steel plate the second steel plate disposed in parallel and connect the connection steel of first steel plate and the second steel plate
Plate, the angle which connect with the junction steel plate are installed with the first cross reinforcing, which connect with this
The angle of steel plate connection is installed with the second cross reinforcing, which fixes with the junction steel plate connects
It connects, which is fixedly connected with the first steel plate medial surface bottom end, the second cross reinforcing bottom
Face is fixedly connected with the junction steel plate, which fixes with the second steel plate medial surface bottom end connects
It connects, complex root waling is installed between first cross reinforcing and the second cross reinforcing, which longitudinally adds
Every two walings in strengthening tendons are mutually parallel, every waling first end in the complex root waling with
The first cross reinforcing second side is fixedly connected, every waling second end in the complex root waling with
The second cross reinforcing second side is fixedly connected, and every waling bottom surface in the complex root waling is uniform
The junction steel plate is fixedly connected.
In steady type channel steel of the present invention, which extend out to the junction steel plate first
End is outer to form the first insertion rod, which extend out to formation second outside the junction steel plate second end and be inserted into
Bar, which, which extend out to outside the junction steel plate first end, forms third insertion rod, which adds
Strengthening tendons second end, which is extend out to outside the junction steel plate second end, forms the 4th insertion rod.
In steady type channel steel of the present invention, second insertion rod and the 4th insertion rod are hollow, rectangular tubular set
Bar is equipped with first is inserted into for first insertion rod in second insertion rod and is inserted into hole, in the 4th insertion rod equipped with for
The second insertion hole that the third insertion rod is inserted into.
In steady type channel steel of the present invention, which further includes that can be covered on the first cross reinforcing, second
Cross reinforcing and the steel deck-plate on complex root waling surface, the length of the steel deck-plate and the length phase of junction steel plate
Width Deng, the steel deck-plate is equal to the distance between the first steel plate medial surface and the second steel plate medial surface.
In steady type channel steel of the present invention, the steel deck-plate and first cross reinforcing, the second cross reinforcing
And complex root waling is spirally connected；Or, steel deck-plate and first cross reinforcing, the second cross reinforcing and complex root
Waling welds.
The steady type channel steel for implementing the present invention, has the advantages that：When using steady type channel steel of the invention, pass through
First cross reinforcing and the second cross reinforcing are set, can play the role of enhancing junction steel plate intensity, meanwhile, pass through setting
Complex root waling can play branch when the first steel plate or the second steel plate are by lateral force to the first steel plate or the second steel plate
Support acts on, and prevents the first steel plate or the second steel plate deformed, in the middle part of junction steel plate when stress, can equally play the work for reinforcing support
With.When being supported vertically, the first cross reinforcing and the second cross reinforcing can be equally supported and stress, enhancing
Stress intensity.
Description of the drawings
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing：
Fig. 1 is the vertical view decomposition texture schematic diagram of steady type channel steel of the present invention；
Fig. 2 is the side structure schematic diagram of steady type channel steel of the present invention.
Specific implementation mode
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached drawing to embodiment party of the present invention
Formula is described in further detail.
As shown in Figure 1, 2, the present invention steady type channel steel first embodiment in, the channel steel 1 include the first steel plate 2, with
First steel plate, 2 second steel plate 3 disposed in parallel and the junction steel plate 4 for connecting first steel plate 2 and the second steel plate 3, this
The angle that one steel plate 2 is connect with the junction steel plate 4 is installed with the first cross reinforcing 6, second steel plate 3 and the junction steel plate
The angle of 4 connections is installed with the second cross reinforcing 7, which fixes with the junction steel plate 4 connects
It connects, which is fixedly connected with the 2 medial surface bottom end of the first steel plate, second cross reinforcing 7
Bottom surface is fixedly connected with the junction steel plate 4, and 7 first side of the second cross reinforcing is solid with the 3 medial surface bottom end of the second steel plate
Fixed connection, is installed with complex root waling 8, the complex root between first cross reinforcing 6 and the second cross reinforcing 7
Every two walings 8 in waling 8 are mutually parallel, and every in the complex root waling 8 is longitudinally reinforced
8 first end of muscle is fixedly connected with 6 second side of the first cross reinforcing, every longitudinal direction in the complex root waling 8
8 second end of reinforcing rib is fixedly connected with 7 second side of the second cross reinforcing, every in the complex root waling 8
Uniformly the junction steel plate 4 is fixedly connected 8 bottom surface of waling.
It, can by the way that the first cross reinforcing 6 and the second cross reinforcing 7 is arranged when using steady type channel steel 1 of the invention
Play the role of enhancing junction steel plate semi-finals degree, meanwhile, it, can be in the first steel plate 2 or the by the way that complex root waling 8 is arranged
It when two steel plates 3 are by lateral force, plays a supporting role to the first steel plate 2 or the second steel plate 3, prevents the first steel plate 2 or the second steel plate 3
Deformation can equally be played the role of reinforcing support in 4 middle part stress of junction steel plate.When being supported vertically, first laterally
Reinforcing rib 6 and the second cross reinforcing 7 can be equally supported and stress enhances stress intensity.
Further, for ease of being connected between channel steel 1, which extend out to the junction steel plate 4
The first insertion rod 9 is formed outside first end, which extend out to outside 4 second end of junction steel plate and formed
Second insertion rod 11, which, which extend out to outside 4 first end of junction steel plate, forms third insertion rod
10, which, which extend out to outside 4 second end of junction steel plate, forms the 4th insertion rod 12.Preferably, should
Second insertion rod 11 and the 4th insertion rod 12 are hollow, rectangular tubular loop bar, be equipped in second insertion rod 11 for this first
The first insertion hole 13 that insertion rod 9 is inserted into, the 4th insertion rod 12 are interior slotting equipped be inserted into for the third insertion rod 10 second
Enter hole 14.When carrying out the connection of channel steel 1, the first insertion rod 9 and third insertion rod 10 of 1 first end of the first channel steel can be inserted into
In second insertion rod 11 of 1 second end of the second channel steel and the 4th insertion rod 12, realize be inserted into fix so that connection it is compacter,
It is firm.
In the present embodiment, which further includes that can be covered on first cross reinforcing 6, the second cross reinforcing 7
And the steel deck-plate 15 on 8 surface of complex root waling, the equal length of the length and junction steel plate 4 of the steel deck-plate 15 should
The width of steel deck-plate 15 is equal to the distance between 3 medial surface of 2 medial surface of the first steel plate and the second steel plate.
Specifically, the steel deck-plate 15 longitudinally adds with first cross reinforcing 6, the second cross reinforcing 7 and complex root
Strengthening tendons 8 are spirally connected；Or, steel deck-plate 15 and first cross reinforcing 6, the second cross reinforcing 7 and complex root waling 8
Welding.
Example the above is only the implementation of the present invention is not intended to limit the scope of the invention, every to utilize this hair
Equivalent structure or equivalent flow shift made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant skills
Art field, is included within the scope of the present invention.
Claims (5)
1. a kind of steady type channel steel, which is characterized in that the channel steel includes the first steel plate, disposed in parallel with first steel plate
The junction steel plate of second steel plate and connection first steel plate and the second steel plate, first steel plate and the junction steel plate
The angle of connection is installed with the first cross reinforcing, and the angle that second steel plate is connect with the junction steel plate is installed with
Second cross reinforcing, first cross reinforcing bottom surface are fixedly connected with the junction steel plate, and described first laterally reinforces
Muscle first side is fixedly connected with the first steel plate medial surface bottom end, second cross reinforcing bottom surface and the connection steel
Plate is fixedly connected, and the second cross reinforcing first side is fixedly connected with the second steel plate medial surface bottom end, and described
Complex root waling is installed between one cross reinforcing and the second cross reinforcing, in the complex root waling
Every two walings be mutually parallel, every waling first end in the complex root waling with it is described
First cross reinforcing second side is fixedly connected, every waling second end in the complex root waling with
The second cross reinforcing second side is fixedly connected, every waling bottom surface in the complex root waling
The uniform junction steel plate is fixedly connected.
2. steady type channel steel according to claim 1, which is characterized in that the first cross reinforcing first end is extend out to
The first insertion rod is formed outside the junction steel plate first end, the first cross reinforcing second end extend out to the junction steel plate
The second insertion rod is formed outside second end, the second cross reinforcing first end extend out to outside the junction steel plate first end and formed
Third insertion rod, the second cross reinforcing second end, which is extend out to outside the junction steel plate second end, forms the 4th insertion rod.
3. steady type channel steel according to claim 2, which is characterized in that second insertion rod and the 4th insertion rod are
Hollow, rectangular tubular loop bar, second insertion rod is interior to be inserted into hole equipped be inserted into for first insertion rod first, described
It is equipped with second be inserted into for the third insertion rod in 4th insertion rod and is inserted into hole.
4. steady type channel steel according to claim 1, which is characterized in that the channel steel further includes that can be covered on described first
The steel deck-plate of cross reinforcing, the second cross reinforcing and complex root waling surface, the length of the steel deck-plate with
The equal length of junction steel plate, the width of the steel deck-plate be equal between the first steel plate medial surface and the second steel plate medial surface away from
From.
5. steady type channel steel according to claim 4, which is characterized in that the steel deck-plate is laterally reinforced with described first
Muscle, the second cross reinforcing and complex root waling are spirally connected；Or, steel deck-plate and first cross reinforcing, second
Cross reinforcing and the welding of complex root waling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810158491.0A CN108343835A (en) | 2018-02-26 | 2018-02-26 | A kind of steady type channel steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810158491.0A CN108343835A (en) | 2018-02-26 | 2018-02-26 | A kind of steady type channel steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108343835A true CN108343835A (en) | 2018-07-31 |
Family
ID=62959568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810158491.0A Pending CN108343835A (en) | 2018-02-26 | 2018-02-26 | A kind of steady type channel steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108343835A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1078518A (en) * | 1993-03-20 | 1993-11-17 | 周茂源 | Method with U-steel, anchor concrete stake supporting deep-foundation side wall |
| CN103151138A (en) * | 2011-12-07 | 2013-06-12 | 中电电气(江苏)股份有限公司 | Novel reinforced footing channel steel |
| CN204703381U (en) * | 2014-12-30 | 2015-10-14 | 山东天时空间钢结构工程有限公司 | Steel structure column |
| CN205153312U (en) * | 2015-11-27 | 2016-04-13 | 甘肃中泰钢结构有限公司 | Improvement type i -shaped steel structure column |
-
2018
- 2018-02-26 CN CN201810158491.0A patent/CN108343835A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1078518A (en) * | 1993-03-20 | 1993-11-17 | 周茂源 | Method with U-steel, anchor concrete stake supporting deep-foundation side wall |
| CN103151138A (en) * | 2011-12-07 | 2013-06-12 | 中电电气(江苏)股份有限公司 | Novel reinforced footing channel steel |
| CN204703381U (en) * | 2014-12-30 | 2015-10-14 | 山东天时空间钢结构工程有限公司 | Steel structure column |
| CN205153312U (en) * | 2015-11-27 | 2016-04-13 | 甘肃中泰钢结构有限公司 | Improvement type i -shaped steel structure column |
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Application publication date: 20180731 |