CN206554278U - The cross reinforcing bar conversion section of stiffened column - Google Patents
The cross reinforcing bar conversion section of stiffened column Download PDFInfo
- Publication number
- CN206554278U CN206554278U CN201720177599.5U CN201720177599U CN206554278U CN 206554278 U CN206554278 U CN 206554278U CN 201720177599 U CN201720177599 U CN 201720177599U CN 206554278 U CN206554278 U CN 206554278U
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- China
- Prior art keywords
- reinforcing bar
- transition
- stiffened column
- rebound
- connecting plate
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Abstract
The utility model discloses a kind of cross reinforcing bar conversion section of stiffened column, including：First Transition Duan Weiyi round steel pipe structures；Second changeover portion includes the First Transition plate and the second rebound for the setting that intersected in cross；In the other end of one end partial insertion First Transition section of second changeover portion, the axis of the second changeover portion is overlapping with the axis of First Transition section；Reinforcing ring is set in First Transition section and the joining place of the second changeover portion；Two pairs of wing plates are separately positioned on two long edges of First Transition plate and the second rebound；Two pair of the 3rd connecting plate is separately positioned on the lateral wall of two pairs of wing plates, two pair of the 3rd connecting plate and the 4th connecting plate on the cross reinforcing bar lateral wall of stiffened column can tandem array be correspondingly arranged.The utility model can realize that the cross reinforcing bar of stiffened column is converted into the structural conversion of stiffened column steel pipe reinforcing bar, compact mechanical structure, easy construction in relatively short distance.
Description
Technical field
The utility model is related to technical field of buildings, more particularly to a kind of cross reinforcing bar conversion section of stiffened column.
Background technology
Used because the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar can effectively reduce bar cross section, reduction structure reinforcing bars
Amount and good advantage of the anti-seismic performance in major structure of construction system are increasingly highlighted, and the construction industry of fast development is also promoted
The theoretical research and engineering practice of steel performance.The engineering of the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar
Using also more and more extensively, but the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar are both used alone at present, and
There is no a kind of cross reinforcing bar of stiffened column that both can be used in combination to change the conversion section of stiffened column steel pipe reinforcing bar.
Utility model content
A purpose of the present utility model is to solve at least the above, and provides the advantage that at least will be described later.
The utility model also has a purpose to be to provide a kind of cross reinforcing bar conversion section of stiffened column, and it can be compared with short distance
The structural conversion that the cross reinforcing bar of stiffened column is converted into stiffened column steel pipe reinforcing bar, compact mechanical structure, construction party are realized from interior
Just.
In order to realize that there is provided a kind of cross reinforcing bar of stiffened column according to these purposes of the present utility model and further advantage
Conversion section, including：
First Transition section, it is a round steel pipe structure, and band is provided with the lateral wall of one end of the First Transition section
First connecting plate of the first through hole, first connecting plate can with the second connecting plate on the lateral wall of stiffened column steel pipe reinforcing bar
Tandem array is correspondingly arranged；
Second changeover portion, it includes intersecting the First Transition plate and the second rebound of setting in cross, and described
The width of First Transition plate and the second rebound from its one end to the other end gradually increases；One end part of second changeover portion
In the other end for inserting the First Transition section, and the edge of two strips of the First Transition plate extends described first
The side wall of changeover portion, the axis of second changeover portion is overlapping with the axis of First Transition section；Reinforcing ring, it is set in institute
State First Transition section and the joining place of second changeover portion, and the interspersed one end for being located at second changeover portion of the reinforcing ring
Part First Transition plate and the rebound of part second on；Two pairs of wing plates, it is separately positioned on First Transition plate and the second transition
On two long edges of plate, and two pairs of wing plates distinguish the connected First Transition plate or second rebound mutually hangs down
Directly；Two pair of the 3rd connecting plate, it is separately positioned on the lateral wall of two pairs of wing plates, two pair of the 3rd connecting plate and stiffened column ten
The 4th connecting plate on font reinforcing bar lateral wall can tandem array be correspondingly arranged.
Preferably, the width of one end of the First Transition plate and the second rebound is equal, the First Transition plate and
The width of the other end of second rebound is also equal.
Preferably, the width and First Transition of one end of the width of one end of the First Transition plate or the second rebound
The difference of the diameter of section is 3-8cm.
Preferably, the width of reinforcing ring is 1-3cm.
Preferably, in addition to：First external reinforcement plate, its by screw welding tandem array first connecting plate
On the side wall of second connecting plate；Second external reinforcement plate, it is connected by screw welding the described 3rd of tandem array
On the side wall of plate and the 4th connecting plate.
Preferably, the size of the other end of second changeover portion and the size phase of one end of the cross reinforcing bar of stiffened column
Adapt to.
Preferably, in addition to：Multiple reinforcing bars, its uniform welding is arranged on the outer of First Transition section and the second changeover portion
On the wall of side, and of length no more than 10cm of the reinforcing bar, diameter is no more than 3cm.
The utility model at least includes following beneficial effect：
Second changeover portion can be connected with stiffened column cross-shaped steel bone photo, and First Transition section can be with stiffened column steel pipe reinforcing bar
Connection, so as to realize the conversion of the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar；Wherein, First Transition section and the second transition
There is the part for the linking that intersects between section, can be interfixed by welding manner, First Transition section and the second mistake is realized
Being rigidly connected for section is crossed, then the intersection joining place of First Transition section and the second changeover portion is arranged and be welded on by reinforcing ring, it is right
Linking part is reinforced, it is ensured that the compact conformation of the intersection junction of First Transition section and the second changeover portion, and with foot
Enough rigidity；The width of First Transition plate and the second rebound from its one end to the other end gradually increases, to adapt to stiffened column ten
The shape and the difference of specification of font reinforcing bar and stiffened column steel pipe reinforcing bar, meet matching requirements.
Further advantage of the present utility model, target and feature embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is side structure schematic diagram of the present utility model；
Fig. 2 is Fig. 1 A-A cross section structure diagrams；
Fig. 3 is Fig. 1 B-B cross section structure diagrams；
Fig. 4 is Fig. 1 C-C cross section structure diagrams；
Fig. 5 is Fig. 1 D-D cross section structure diagrams.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or many
The presence or addition of individual other elements or its combination.
As shown in Fig. 1~5, the utility model provides a kind of stiffened column cross reinforcing bar conversion section, including：First Transition section
20, it is a round steel pipe structure, and the first of the through hole of band first is provided with the lateral wall of one end of the First Transition section
Connecting plate 201, first connecting plate can tandem array with the second connecting plate 101 on the lateral wall of stiffened column steel pipe reinforcing bar 10
Be correspondingly arranged；Second changeover portion 30, it includes intersecting the rebound of First Transition plate 301 and second of setting in cross
302, and the width of the First Transition plate and the second rebound from its one end to the other end gradually increases；Second changeover portion
One end partial insertion described in First Transition section the other end in, and two strips of the First Transition plate edge extension
Go out the side wall of the First Transition section, the axis of second changeover portion is overlapping with the axis of First Transition section；Reinforcing ring
303, it is set in First Transition section and the joining place of second changeover portion, and the reinforcing ring interts and is located at described the
On the part First Transition plate and the rebound of part second of one end of two changeover portions；Two pairs of wing plates 304, it is separately positioned on first
On two long edges of rebound and the second rebound, and two pairs of wing plates distinguish the connected First Transition plate or described
Second rebound is perpendicular；Two pair of the 3rd connecting plate 305, it is separately positioned on the lateral wall of two pairs of wing plates, two pair
Three connecting plates and the 4th connecting plate 401 on the lateral wall of the cross reinforcing bar of stiffened column 40 can tandem array be correspondingly arranged.
In this programme, the second changeover portion can be connected with stiffened column cross-shaped steel bone photo, and First Transition section can be with stiffened column steel pipe steel
Bone is connected, so as to realize the conversion of the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar；Wherein, First Transition section and the second mistake
The part with the linking that intersects between section is crossed, can be interfixed by welding manner, First Transition section and second is realized
Changeover portion is rigidly connected, then is arranged and is welded on the intersection joining place of First Transition section and the second changeover portion by reinforcing ring,
Linking part is reinforced, it is ensured that the compact conformation of the intersection junction of First Transition section and the second changeover portion, and had
Enough rigidity；The width of First Transition plate and the second rebound from its one end to the other end gradually increases, to adapt to stiffened column
The shape and the difference of specification of cross reinforcing bar and stiffened column steel pipe reinforcing bar, meet matching requirements.In one preferred scheme,
The width of one end of the First Transition plate and the second rebound is equal, the other end of the First Transition plate and the second rebound
Width it is also equal.The specification of First Transition plate and the second rebound is equal, the shape for the second changeover portion to be formed that intersects
Shape rule, realizes that its two ends is preferably rigidly connected with the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar respectively.
As shown in Fig. 2 in a preferred scheme, the width of one end of the First Transition plate or one end of the second rebound
The difference of diameter of width and First Transition section be 3-8cm.First Transition section is at least met with the second changeover portion to intersect and be connected
Part, the long edge of First Transition plate and the second rebound extends First Transition section, convenient welding；The one of First Transition plate
The difference of the width of one end of the width at end or the second rebound and the diameter of First Transition section can for 3cm, 4cm, 5cm,
6cm, 7cm or 8cm.
As shown in figure 4, in a preferred scheme, the width of reinforcing ring is 1-3cm.Reinforcing ring is set in First Transition section
On, and be interspersed on the First Transition plate and the second rebound that extend First Transition section, by First Transition section and the second transition
The intersection joining place of section carries out horizontal holding and reinforcing, and structure is more firm.
As shown in figure 5, in a preferred scheme, in addition to：First external reinforcement plate, it is by screw welding in tandem array
First connecting plate and second connecting plate side wall on；Second external reinforcement plate 402, it is by screw welding in head and the tail
On the 3rd connecting plate of linking and the side wall of the 4th connecting plate.
In this programme, by the first securing plate and the second securing plate by First Transition section and the second changeover portion respectively with strength
Property post steel pipe reinforcing bar and the cross reinforcing bar of stiffened column welded, realize the cross reinforcing bar of stiffened column and stiffened column steel pipe reinforcing bar
Conversion.
As shown in figure 1, in a preferred scheme, size and the stiffened column cross-shaped steel of the other end of second changeover portion
The size of one end of bone is adapted.
As shown in figure 1, in a preferred scheme, in addition to：Multiple reinforcing bars 306, its uniform welding is arranged on the first mistake
On the lateral wall for crossing section and the second changeover portion, and of length no more than 10cm of the reinforcing bar, diameter is no more than 3cm.In we
In case, the setting of multiple reinforcing bars can cause concrete preferably to be anchored with reinforcing bar, in actual applications, and multiple reinforcing bars can
To be discarded lengths of rebar or screw.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed to use, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (7)
1. a kind of cross reinforcing bar conversion section of stiffened column, it is characterised in that including：
First Transition section, it is a round steel pipe structure, and band first is provided with the lateral wall of one end of the First Transition section
First connecting plate of through hole, first connecting plate can head and the tail with the second connecting plate on the lateral wall of stiffened column steel pipe reinforcing bar
What is be connected is correspondingly arranged；
Second changeover portion, it includes intersecting the First Transition plate and the second rebound of setting, and described first in cross
The width of rebound and the second rebound from its one end to the other end gradually increases；One end partial insertion of second changeover portion
In the other end of the First Transition section, and the edge of two strips of the First Transition plate extends the First Transition
The side wall of section, the axis of second changeover portion is overlapping with the axis of First Transition section；Reinforcing ring, it is set in described
The joining place of one changeover portion and second changeover portion, and the portion of the interspersed one end for being located at second changeover portion of the reinforcing ring
Divide on First Transition plate and the rebound of part second；Two pairs of wing plates, it is separately positioned on First Transition plate and the second rebound
On two long edges, and two pairs of wing plates distinguish the connected First Transition plate or second rebound is perpendicular；Two
To the 3rd connecting plate, it is separately positioned on the lateral wall of two pairs of wing plates, and two pair of the 3rd connecting plate and stiffened column are cross
The 4th connecting plate on reinforcing bar lateral wall can tandem array be correspondingly arranged.
2. the cross reinforcing bar conversion section of stiffened column as claimed in claim 1, it is characterised in that the First Transition plate and second
The width of one end of rebound is equal, and the width of the other end of the First Transition plate and the second rebound is also equal.
3. the cross reinforcing bar conversion section of stiffened column as claimed in claim 1, it is characterised in that one end of the First Transition plate
Width or the difference of diameter of width and First Transition section of one end of the second rebound be 3-8cm.
4. the cross reinforcing bar conversion section of stiffened column as claimed in claim 1, it is characterised in that the width of reinforcing ring is 1-3cm.
5. the cross reinforcing bar conversion section of stiffened column as claimed in claim 1, it is characterised in that also include：
First external reinforcement plate, it is by screw welding in first connecting plate of tandem array and the side of second connecting plate
On wall；
Second external reinforcement plate, its described 3rd connecting plate and the side of the 4th connecting plate by screw welding in tandem array
On wall.
6. the cross reinforcing bar conversion section of stiffened column as claimed in claim 1, it is characterised in that second changeover portion it is another
The size at end and the size of one end of the cross reinforcing bar of stiffened column are adapted.
7. the cross reinforcing bar conversion section of stiffened column as claimed in claim 1, it is characterised in that also include：
Multiple reinforcing bars, its uniform welding is arranged on the lateral wall of First Transition section and the second changeover portion, and the reinforcing bar
Of length no more than 10cm, diameter be no more than 3cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720177599.5U CN206554278U (en) | 2017-02-27 | 2017-02-27 | The cross reinforcing bar conversion section of stiffened column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720177599.5U CN206554278U (en) | 2017-02-27 | 2017-02-27 | The cross reinforcing bar conversion section of stiffened column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554278U true CN206554278U (en) | 2017-10-13 |
Family
ID=60360831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720177599.5U Expired - Fee Related CN206554278U (en) | 2017-02-27 | 2017-02-27 | The cross reinforcing bar conversion section of stiffened column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554278U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277889A (en) * | 2018-03-12 | 2018-07-13 | 西安建筑科技大学 | A kind of prefabrication and assembly construction steel reinforced concrete intercolumniation fast joint structure and method |
-
2017
- 2017-02-27 CN CN201720177599.5U patent/CN206554278U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277889A (en) * | 2018-03-12 | 2018-07-13 | 西安建筑科技大学 | A kind of prefabrication and assembly construction steel reinforced concrete intercolumniation fast joint structure and method |
| CN108277889B (en) * | 2018-03-12 | 2023-04-25 | 西安建筑科技大学 | Quick connection structure and method between prefabricated steel reinforced concrete columns |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 |