CN208056471U - A kind of new reinforcing steel bar stirrup - Google Patents
A kind of new reinforcing steel bar stirrup Download PDFInfo
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- CN208056471U CN208056471U CN201820284504.4U CN201820284504U CN208056471U CN 208056471 U CN208056471 U CN 208056471U CN 201820284504 U CN201820284504 U CN 201820284504U CN 208056471 U CN208056471 U CN 208056471U
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- stirrup
- thickness control
- strip thickness
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- reinforcing bar
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Abstract
The utility model is related to a kind of new reinforcing steel bar stirrup, including multiple stirrup ontologies, connection reinforcing bar and multiple strip thickness control muscle, the top of the stirrup ontology, which is fixed, welds the connection reinforcing bar, and the strip thickness control muscle is fixedly welded on vertically upward on the connection reinforcing bar；The strip thickness control muscle there are one being set between the two neighboring stirrup ontology, and the strip thickness control muscle is equal with the distance between the two neighboring stirrup ontology.The utility model has the beneficial effects that：Structure setting advantages of simple, it is easy to use, by the way that strip thickness control muscle is arranged, it avoids controlling the plate thickness of concrete slab using bracing wire, slotting thousand method and strip thickness control device on building site, plate thickness and plate face flatness can be conveniently directly controlled in concreting process, saves concrete, improve floor face quality, speed of application is fast, simple installation.
Description
Technical field
The utility model is related to the precast reinforced technical field of building trade more particularly to a kind of new reinforcing steel bar stirrups.
Background technology
Traditional reinforcing bar stirrup is mainly used among upper layer and lower layer slab muscle, plays fixed top plate reinforcing bar, currently, work
Stirrup used in ground is generally made of reinforcing bar identical with coplanar layer bar diameter, and every square metre is arranged one, the horse
Stirrup enabling capabilities and resistance to capsizing are poor, and can not accurately control plate thickness and thickness of protection tier；Traditional control coagulation
Native plate thickness controls concrete plate thickness mainly by horizontal line, slotting thousand method and strip thickness control device is drawn, and work progress is slowly and complicated, surveys
It is also larger to measure data error.
Utility model content
Technical problem to be solved in the utility model be for existing stirrup enabling capabilities and resistance to capsizing it is poor and
The defect that plate thickness and thickness of protection tier can not accurately be controlled provides a kind of new reinforcing steel bar stirrup.
The technical solution that the utility model solves above-mentioned technical problem is as follows：A kind of new reinforcing steel bar stirrup, including multiple horses
Stirrup ontology, connection reinforcing bar and multiple strip thickness control muscle, the top of the stirrup ontology, which is fixed, welds the connection reinforcing bar, the plate
Thickness control muscle is fixedly welded on vertically upward on the connection reinforcing bar；It is set between the two neighboring stirrup ontology there are one described in
Strip thickness control muscle, and the strip thickness control muscle is equal with the distance between the two neighboring stirrup ontology.
The utility model has the beneficial effects that：Structure setting advantages of simple, it is easy to use, by the way that strip thickness control muscle is arranged,
It avoids controlling the plate thickness of concrete slab using bracing wire, slotting thousand method and strip thickness control device on building site, in concreting process
It is reference with strip thickness control muscle, can conveniently directly controls plate thickness, plate face flatness and horizontal very poor, saving concrete, improvement building
Board surface quality reduces working procedure, and speed of application is fast, simple installation；It in addition, can also be according to construction drawing before floor slab construction
The plate thickness of design requires the precast reinforced stirrup of batch, i.e., controls the length of the height and strip thickness control muscle of stirrup ontology in advance, from
And achieve the purpose that meet different-thickness floor demand, save the overall cost of various aspects.
Based on the above technical solution, the utility model can also do following improvement.
Further：Multiple stirrup ontologies are along the extending direction spaced set for connecting reinforcing bar.
The advantageous effect of above-mentioned further scheme is：Improve the overall structure stability of the utility model reinforcing bar stirrup.
Further：The stirrup ontology is in π types or chevron shaped.
The advantageous effect of above-mentioned further scheme is：Enabling capabilities and resistance to capsizing are strong.
Further：The diameter range of the stirrup ontology is 8cm to 12cm.
The advantageous effect of above-mentioned further scheme is：The diameter range is that stirrup ontology meets enabling capabilities and antidumping energy
The minimum diameter range that power requires, it is cost-effective.
Further：The diameter range of the connection reinforcing bar is 10cm to 16cm.
The advantageous effect of above-mentioned further scheme is：The diameter range is that connection reinforcing bar meets enabling capabilities and stable structure
Property require minimum diameter range, it is cost-effective.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
In attached drawing, the component names representated by each label are as follows：
1, stirrup ontology, 2, connection reinforcing bar, 3, strip thickness control muscle, 4, concrete slab.
Specific implementation mode
The principles of the present invention and feature are described below in conjunction with attached drawing, example is served only for explaining this practicality
It is novel, it is not intended to limit the scope of the utility model.
As shown in Figure 1, a kind of new reinforcing steel bar stirrup comprising multiple stirrup ontologies 1, connection reinforcing bar 2 and multiple plate thickness controls
Muscle 3 processed, the top of the stirrup ontology 1, which is fixed, welds the connection reinforcing bar 2, the fixed weldering vertically upward of the strip thickness control muscle 3
It is connected on the connection reinforcing bar 2；The strip thickness control muscle 3 there are one being set between the two neighboring stirrup ontology 1, and the plate
Thickness control muscle 3 is equal with the distance between the two neighboring stirrup ontology 1.
In concreting process with strip thickness control muscle be reference, can conveniently directly control plate thickness, plate face flatness and
It is horizontal very poor, concrete is saved, floor face quality is improved, reduces working procedure, speed of application is fast, simple installation；Specific implementation
In, 4 top of concrete slab can be made to be higher by the top 0.5cm of strip thickness control muscle 3.
Multiple stirrup ontologies 1 are along the extending direction spaced set of the connection reinforcing bar 2, the stirrup ontology 1
In π types or chevron shaped, enabling capabilities and resistance to capsizing are strong.
The diameter range of the stirrup ontology 1 is 8cm to 12cm, and in the present embodiment, the diameter of the stirrup ontology 1 is excellent
It is selected as 10cm, is considered based on enabling capabilities and resistance to capsizing, a diameter of 10cm of stirrup ontology 1 meets force request
Minimum diameter, it is cost-effective.
The diameter range of the connection reinforcing bar 2 is 10cm to 16cm, in the present embodiment, the diameter of the connection reinforcing bar 2
Preferably 12cm is considered based on enabling capabilities and structural stability, is connected a diameter of 12cm of reinforcing bar 2, is to meet force request
Minimum diameter, it is cost-effective.
The stirrup ontology 1, the connection reinforcing bar 2 and the strip thickness control muscle 3 are all made of discarded reinforcement fabrication, at low cost
It is honest and clean.
At the construction field (site) during steel bar meter, certain spillage of material is inevitably had, which accounts for about steel axis force
10% to 20%, the utility model reinforcing bar stirrup can by the reinforcing bar be lost reuse, it is cost-effective as spacer bar.
Preferably, a stirrup ontology 1, concrete slab 4 in concreting is arranged in the concrete slab 4 of each square meter
Strip thickness control it is convenient, accuracy rate is high, and control effect is good.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (5)
1. a kind of new reinforcing steel bar stirrup, it is characterised in that：Including multiple stirrup ontologies (1), connection reinforcing bar (2) and multiple plate thickness controls
Muscle (3) processed, the top of the stirrup ontology (1), which is fixed, welds the connection reinforcing bar (2), the strip thickness control muscle (3) vertically to
On be fixedly welded on the connection reinforcing bar (2)；The strip thickness control there are one being set between the two neighboring stirrup ontology (1)
Muscle (3), and the strip thickness control muscle (3) is equal with the distance between the two neighboring stirrup ontology (1).
2. a kind of new reinforcing steel bar stirrup according to claim 1, it is characterised in that：Multiple stirrup ontologies (1) are along institute
State the extending direction spaced set of connection reinforcing bar (2).
3. a kind of new reinforcing steel bar stirrup according to claim 2, it is characterised in that：The stirrup ontology (1) is in π types or people
Font.
4. a kind of new reinforcing steel bar stirrup according to claim 2, it is characterised in that：The diameter range of the stirrup ontology (1)
For 8cm to 12cm.
5. a kind of new reinforcing steel bar stirrup according to claim 1, it is characterised in that：The diameter range of the connection reinforcing bar (2)
For 10cm to 16cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820284504.4U CN208056471U (en) | 2018-02-28 | 2018-02-28 | A kind of new reinforcing steel bar stirrup |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820284504.4U CN208056471U (en) | 2018-02-28 | 2018-02-28 | A kind of new reinforcing steel bar stirrup |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208056471U true CN208056471U (en) | 2018-11-06 |
Family
ID=63990833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820284504.4U Active CN208056471U (en) | 2018-02-28 | 2018-02-28 | A kind of new reinforcing steel bar stirrup |
Country Status (1)
| Country | Link |
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| CN (1) | CN208056471U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056188A (en) * | 2019-03-22 | 2019-07-26 | 中铁二局集团有限公司 | A kind of construction method improving concrete slab surface evenness |
-
2018
- 2018-02-28 CN CN201820284504.4U patent/CN208056471U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056188A (en) * | 2019-03-22 | 2019-07-26 | 中铁二局集团有限公司 | A kind of construction method improving concrete slab surface evenness |
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