CN207727848U - A kind of steel bar positioning plate for building vertical column construction - Google Patents
A kind of steel bar positioning plate for building vertical column construction Download PDFInfo
- Publication number
- CN207727848U CN207727848U CN201721795379.5U CN201721795379U CN207727848U CN 207727848 U CN207727848 U CN 207727848U CN 201721795379 U CN201721795379 U CN 201721795379U CN 207727848 U CN207727848 U CN 207727848U
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- steel plate
- steel
- reinforcing bar
- plate
- bar
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Abstract
The utility model discloses a kind of steel bar positioning plates for building vertical column construction, including steel bar positioning plate ontology, steel bar positioning plate ontology includes steel plate one and steel plate two, steel plate one and two center of steel plate offer large through-hole, several reinforced holes for through reinforcing bar are accordingly offered on steel plate one and steel plate two, the end of reinforcing bar is fixed in the reinforced hole of steel plate one, reinforced hole coordinates with slip of bar on steel plate two, the lower face of steel plate two is fixed with multiple sleeves, screw rod is equipped with by screw-thread fit in sleeve, the end of screw rod is equipped with inverted T-shaped pin, inverted T-shaped pin and the inverted T-slot of one upper surface of steel plate setting are rotatablely connected.The utility model can play the role of constraining reinforcing bar generation lateral displacement, and it can guarantee that each reinforcing bar is evenly distributed surely, the reinforcing bar increased will be needed to be welded with existing reinforcing bar top, then will need the reinforcing bar increased and the reinforced hole welding of steel plate two that can increase entire steel reinforcement cage, contact is solid and reliable.
Description
Technical field
The utility model is related to architectural engineering construction technique field, especially a kind of reinforcing bar for building vertical column construction is fixed
Position plate.
Background technology
Currently, building is often due to building function change, building aging, natural calamity or the influence etc. for thinking factor
Reason needs to reinforce its structure.In the concrete strengthening construction of architectural engineering, the protective layer thickness and design of reinforcing bar
Dimensional discrepancy it is larger, the especially pillar of circular section, due to the rounded distribution of the reinforcing bar of circular section pillar, construction personnel is often
Reinforcing bar can not accurately be put, keeps the spacing between the pillar reinforcing bar of circular section uneven, and in the pillar construction to circular section
When, arc-shaped template formwork is difficult to ensure the size of thickness of protection tier, if processing is bad, can cause pillar stress not
Uniformly, and the non-uniform problem of circular section pillar protective layer thickness, after concrete cooling molding, it will be difficult to it repairs, and
Also affect the safety of structure.Traditional method is usually with steel wire lashing reinforcing bar to position, but this mode needs
The reinforcing bar of each node location is bound, not only labor intensity is big, but also alignment quality also cannot be guaranteed, and makes between reinforcing bar
Away from deviation be extremely easy to transfinite.In addition, due to the limited length of reinforcing bar, when banding steel cage, usually requires to lengthen reinforcing bar, but
Be common lengthening it is directly then splice binding to be stamped into concrete together, such case connects less stable.
Utility model content
The purpose of this utility model is the deficiency of prior art problem to be solved, provide it is a kind of for building vertical column construction
Steel bar positioning plate can make bar spacing uniform, and can conveniently increase reinforcing bar.
In order to achieve the above objectives, the utility model is implemented according to following technical scheme：
A kind of steel bar positioning plate for building vertical column construction, including steel bar positioning plate ontology, the steel bar positioning plate sheet
Body includes steel plate one identical with column cross sectional shape and steel plate two, the steel plate one and two center of steel plate offers and column
Several reinforcing bars for through reinforcing bar are accordingly offered on the identical large through-hole of cross sectional shape, the steel plate one and steel plate two
The end in hole, reinforcing bar is fixed in the reinforced hole of steel plate one, and reinforced hole coordinates with slip of bar on steel plate two, the steel plate two
Lower face is fixed with multiple sleeves, and sleeve lining is equipped with screw thread, and the sleeve is interior to be equipped with screw rod by screw-thread fit, screw rod
End is equipped with inverted T-shaped pin, and the inverted T-shaped pin and the inverted T-slot of one upper surface of steel plate setting are rotatablely connected；The reinforcing bar top
End is also fixed with steel bar positioning plate ontology, and the top of reinforcing bar is fixed in the reinforced hole of steel plate one.
Further, the steel bar positioning plate for building vertical column construction of the utility model, on the reinforcing bar and steel plate one
Reinforced hole welds.
Further, the steel bar positioning plate for building vertical column construction of the utility model, steel plate one and steel plate two are by extremely
Few two blocks of small steel plates are welded into shape identical with column section.
Compared with prior art, reinforced hole of the utility model on the steel bar positioning plate of building vertical column construction can rise
The effect of lateral displacement is generated to constraint reinforcing bar, and can guarantee that each reinforcing bar is evenly distributed surely, in use, the end of reinforcing bar is inserted into
On steel plate one and steel plate two in corresponding reinforced hole, then the end of reinforcing bar is welded in the reinforced hole on steel plate one, you can real
Spacing between existing reinforcing bar is evenly distributed；Then reinforcing bar top is run through on reinforcing bar top also fixation steel plate one and steel plate two again
Then the reinforced hole of the steel plate one and steel plate two at top welds the reinforced hole in reinforcing bar tip portion and steel plate one, this
Sample just constitutes the steel reinforcement cage of an entirety, then binds stirrup, last casting concrete, maintenance, use.The utility model operation side
Just, it is not required to dismantle after the completion of disposable use, and in the casting process of concrete, moreover it is possible to ensure that reinforcing bar will not be inclined
It moves；In addition the steel plate two on the top of reinforcing bar can also adjust height by screw rod, it would be desirable to the reinforcing bar increased and existing reinforcing bar
Top is welded, then will need the reinforcing bar increased and the reinforced hole welding of steel plate two that can increase entire steel reinforcement cage, and contact is secured
Reliably.The utility model can be additionally used in the steel reinforcement cage of pile foundation, and the main reinforcement between steel reinforcement cage is made to be uniformly distributed.
Description of the drawings
Fig. 1 is the structural schematic diagram of the steel plate one of the utility model.
Fig. 2 is the structural schematic diagram of the steel bar positioning plate ontology of the utility model.
Fig. 3 is the usage state diagram of the utility model.
Specific implementation mode
The utility model is further described with reference to specific embodiment, in the illustrative examples of this utility model
And explanation is used for explaining the utility model, but be not intended to limit the scope of the present invention.
As shown in Figure 1 and Figure 2, by taking box type column as an example, a kind of reinforcing bar positioning for building vertical column construction of the present embodiment
Plate, including steel bar positioning plate ontology, the steel bar positioning plate ontology include rectangular steel plate 1 and steel plate 26, the steel plate one
1 and 26 center of steel plate offer rectangular large through-hole 8, steel plate 1 and steel plate 26 can use at least two blocks of small steel plates 9 to weld
It connects and forms (the present embodiment is welded with 4 blocks of small steel plates 9), several use are accordingly offered on the steel plate 1 and steel plate 26
In the reinforced hole 2 through reinforcing bar, in use, the end of reinforcing bar 7 is welded in the reinforced hole 2 of steel plate 1, reinforcing bar on steel plate 26
Hole 2 is slidably matched with reinforcing bar 7, and the lower face of the steel plate 26 is fixed with multiple sleeves 5, and 5 inner wall of sleeve is equipped with screw thread, described
Screw rod 4 is equipped with by screw-thread fit in sleeve 5, the end of screw rod 4 is equipped with inverted T-shaped pin 41, the inverted T-shaped pin 41 and steel
The inverted T-slot 3 of one 2 upper surface of plate setting is rotatablely connected, and thus can adjust the height of steel plate two by rotating screw rod 4
；7 top of the reinforcing bar is also fixed with steel bar positioning plate ontology, and the top of reinforcing bar 7 is fixed in the reinforced hole 2 of steel plate 1, will
Reinforcing bar 7 can play the role of constraining reinforcing bar generation lateral displacement after being inserted into reinforced hole 2, and can guarantee that each reinforcing bar 7 divides calmly
Cloth is uniform.Certain the utility model is applied equally to pillar type column, the whole steel bar positioning plate knot for building vertical column construction
Structure is still the same, and only shape is changed to circle by rectangular, and therefore, this embodiment is not repeated.
The operation principle of the utility model is：As shown in figure 3, in use, steel plate 1 and steel are inserted into the end of reinforcing bar 7
On plate 26 in corresponding reinforced hole 2, then the end of reinforcing bar 7 is welded in the reinforced hole 2 on steel plate 1, you can realize reinforcing bar
Spacing between 7 is evenly distributed；Then again in 7 top of reinforcing bar also fixation steel plate 1 and steel plate 26, by 7 top of reinforcing bar through top
Then 7 tip portion of reinforcing bar and the welding of reinforced hole 2 in steel plate 1 are by the steel plate 1 in portion and the reinforced hole 2 of steel plate 26
Can, the steel reinforcement cage of an entirety is thus constituted, then bind stirrup, last casting concrete, maintenance, use；In addition, due to steel
The limited length of muscle, steel reinforcement cage need to connect height, at this point, the steel plate 26 on the top of reinforcing bar 7 can also be adjusted by rotating screw rod 4
Section height, it would be desirable to which the reinforcing bar increased is welded with 7 top of existing reinforcing bar, then the reinforcing bar that will need the reinforcing bar and steel plate 26 increased
The welding of hole 2 can increase entire steel reinforcement cage, and contact is solid and reliable, then binds stirrup, last casting concrete, maintenance, use,
It need not dismantle.
The technical solution of the utility model is not limited to the limitation of above-mentioned specific embodiment, every skill according to the present utility model
The technology deformation that art scheme is made, each falls within the scope of protection of the utility model.
Claims (3)
1. a kind of steel bar positioning plate for building vertical column construction, including steel bar positioning plate ontology, it is characterised in that：The reinforcing bar
Positioning plate ontology includes steel plate one identical with column cross sectional shape and steel plate two, and the steel plate one and two center of steel plate open up
There is large through-hole identical with column cross sectional shape, is accordingly offered on the steel plate one and steel plate two several for running through reinforcing bar
Reinforced hole, the end of reinforcing bar is fixed in the reinforced hole of steel plate one, and reinforced hole coordinates with slip of bar on steel plate two, the steel
The lower face of plate two is fixed with multiple sleeves, and sleeve lining is equipped with screw thread, and the sleeve is interior to be equipped with screw rod by screw-thread fit,
The end of screw rod is equipped with inverted T-shaped pin, and the inverted T-shaped pin and the inverted T-slot of one upper surface of steel plate setting are rotatablely connected；It is described
Reinforcing bar top is also fixed with steel bar positioning plate ontology, and the top of reinforcing bar is fixed in the reinforced hole of steel plate one.
2. the steel bar positioning plate according to claim 1 for building vertical column construction, it is characterised in that：The reinforcing bar with it is small
Reinforced hole welding on steel plate one.
3. the steel bar positioning plate according to claim 1 for building vertical column construction, it is characterised in that：Steel plate one and steel plate
Two are welded into shape identical with column section by least two blocks of steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721795379.5U CN207727848U (en) | 2017-12-20 | 2017-12-20 | A kind of steel bar positioning plate for building vertical column construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721795379.5U CN207727848U (en) | 2017-12-20 | 2017-12-20 | A kind of steel bar positioning plate for building vertical column construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727848U true CN207727848U (en) | 2018-08-14 |
Family
ID=63085490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721795379.5U Expired - Fee Related CN207727848U (en) | 2017-12-20 | 2017-12-20 | A kind of steel bar positioning plate for building vertical column construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727848U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989274A (en) * | 2017-12-20 | 2018-05-04 | 佛山科学技术学院 | A kind of steel bar positioning plate for building vertical column construction |
-
2017
- 2017-12-20 CN CN201721795379.5U patent/CN207727848U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989274A (en) * | 2017-12-20 | 2018-05-04 | 佛山科学技术学院 | A kind of steel bar positioning plate for building vertical column construction |
| CN107989274B (en) * | 2017-12-20 | 2023-10-20 | 佛山科学技术学院 | Reinforcing steel bar locating plate for construction of building upright post |
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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: 20180814 Termination date: 20191220 |