CN209443666U - Column surrounding hoop reinforcement for steel reinforced concrete earthquake-resistant reinforcement structure - Google Patents
Column surrounding hoop reinforcement for steel reinforced concrete earthquake-resistant reinforcement structure Download PDFInfo
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- CN209443666U CN209443666U CN201821581494.7U CN201821581494U CN209443666U CN 209443666 U CN209443666 U CN 209443666U CN 201821581494 U CN201821581494 U CN 201821581494U CN 209443666 U CN209443666 U CN 209443666U
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- Prior art keywords
- column
- reinforced concrete
- reinforcing bar
- steel
- shatter
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 48
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 7
- 239000010959 steel Substances 0.000 title claims abstract description 7
- 230000002787 reinforcement Effects 0.000 title description 3
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 72
- 230000008878 coupling Effects 0.000 claims abstract description 29
- 238000010168 coupling process Methods 0.000 claims abstract description 29
- 238000005859 coupling reaction Methods 0.000 claims abstract description 29
- 238000010276 construction Methods 0.000 claims abstract description 24
- 238000005452 bending Methods 0.000 claims description 9
- 238000004873 anchoring Methods 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 230000035939 shock Effects 0.000 abstract description 5
- 238000012769 bulk production Methods 0.000 abstract 1
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 abstract 1
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- 238000013461 design Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
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- 210000003205 muscle Anatomy 0.000 description 3
- 239000006185 dispersion Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
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Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a post encloses a bundle stirrup for structure is reinforceed in reinforcing bar reinforced concrete shock resistance, it is buckled and forms a closed tetragonal steel bar structure by a reinforcing bar, just a plurality of bights of closed quadrangle have a plurality of rigid coupling districts, it supplies a reinforcing bar post to wear to establish to seal the quadrangle, and a plurality of rigid coupling districts supply many spinal branch post reinforcing bars to wear to establish and fix, post encloses a bundle reinforcing bar and can be via standardized flow bulk production manufacturing, can further provide a reinforcing bar reinforced concrete shock resistance by this and reinforce the structure. Therefore, the time required by binding and fixing of workers can be reduced, the construction defects caused by artificial differences can be avoided, and the shock resistance of the column structure can be further enhanced.
Description
Technical field
The utility model is about a kind of bar construction, in particular to a kind of shatter-proof reinforced structure of steel-reinforced concrete
And the column confinement reinforcing bar for the shatter-proof reinforced structure of the steel-reinforced concrete.
Background technique
Consuming public has shatter-proof safe demand for household's object of founding a capital.However, the shock resistance that household builds object is mainly
It is determined by reinforced concrete wall version and the bar construction of column beam, mixed quasi- native (RC) structure of especially traditional reinforcing bar, although
It is presently the most mature one of building structure, but wherein whether number of steel bars, number and binding can all influence intensity really,
But bar construction can be completely covered by the concrete, so very difficult its shock resistance of inspection, often consumer can not built
The bar construction work progress for building object is seen in building site, can only also select the construction quality for trusting construction worker.It follows that in reality
In business, consumer is it is difficult to ensure that its shatter-proof quality of safety for building object for living.
Furthermore mixed quasi- native (RC) structural property of biography muscle is more firm and self weight is heavier, when the building applied to high-storey,
It in the case where load-carrying is accumulated layer by layer, needs to support monolithic architecture using thicker beam column, being not only not easy construction more leads to room
Interior available space reduction.Therefore, so develop suitable for high-storey building mixed quasi- native (SRC) structure of reinforcing bar reinforcing bar and
Reinforcing bar (SC) structure, and in house building, and it is the most universal with mixed quasi- native (SRC) structure of reinforcing bar reinforcing bar.
Mixed quasi- native (SRC) structure of reinforcing bar reinforcing bar combines reinforcing bar and the mixed structure type for intending soil of reinforcing bar, is in the outer of reinforcing bar
The characteristics of layer still further configuration reinforcement and is in the milk and forms protective layer, therefore tool is there are two types of structure simultaneously, can be not required to using reinforcing bar
Overstriking cylinder can be such that the intensity of cylinder improves, and and the mixed architectural characteristic for intending soil of reinforcing bar can reduce clean steel bone structure building
When by lateral forces deformation it is excessive the problem of, can reduce and rock degree when earthquake comes.
However, reinforcing bar, reinforcing bar and mixed quasi- soil are combined as a whole in mixed quasi- native (SRC) structure of reinforcing bar reinforcing bar, therefore it is constructed into
This and mode are again increasingly complex, irregular in view of current reinforcing bar work team quality and the age is generally partially long, if with traditional work
Method applies its construction quality and causes anxiety, be unable to reach now skyscraper for the demand of higher bar construction quality.Therefore such as
It can be in bar construction design and the reinforcing of steel bar meter stage forethought bar construction, binding localization and the letter of bar construction
Dan Hua enables the reinforcing bar work team of binding accurately to complete the design requirement of bar construction designer rapidly.
Therefore, at present there is an urgent need for be a kind of mixed quasi- native (SRC) structure of reinforcing bar reinforcing bar and related engineering method structure, can allow
Building object structure, shatter-proof quality from design is extended to building site safely, and bar construction is allowed to design end from bar material processing end until steel
The construction of muscle structure with planning stage all forethoughts, more can ensure that each details and thin portion of building-site construction, allow together
Consuming public is more trusted for building article matter.
Utility model content
The problem of in view of above-mentioned prior art, the purpose of this utility model be exactly provide it is a kind of mixed for reinforcing bar reinforcing bar
The column confinement stirrup of solidifying soil (SRC) shatter-proof reinforced structure is to form a reinforcing bar for closing quadrangle by a reinforcing bar bending
Structure, and multiple angle sections of the closing quadrangle are with coupling area, the closing quadrangle is worn for a reinforced concrete column,
And each coupling area is worn and binds for more pillar reinforcing bars.
An embodiment according to the present utility model, the closing quadrangle can be a rectangle, and each coupling area can be
Triangle.
An embodiment according to the present utility model, the coupling area in the closing quadrangle is at most four.
An embodiment according to the present utility model, the both ends end to end of the reinforcing bar are solid with welding manner or overlapping mode
It is fixed.
An embodiment according to the present utility model, the both ends of the reinforcing bar are respectively equipped with anchoring crotch, and each anchor
The bending angle for determining crotch is to be provided with the column reinforcing bar not less than 135 degree, and in each anchoring crotch.
Based on above-mentioned purpose, the utility model can provide a kind of shatter-proof reinforced structure of steel-reinforced concrete again, be
At least by a reinforced concrete column, be parallel to more pillar reinforcing bars of the reinforced concrete column and column knot that multiple column confinement stirrups are constituted
Structure；Wherein each column confinement stirrup is the bar construction that a reinforcing bar bending is formed to a closing quadrangle respectively, and
Multiple angle sections of the closing quadrangle have coupling area；The reinforced concrete column and more pillar reinforcing bar difference are perpendicular to the ground
Setting, and the reinforced concrete column is arranged among the closing quadrangle, more pillar reinforcing bars are worn and bind respectively in institute
It states among multiple coupling areas.
An embodiment according to the present utility model, more pillar reinforcing bars are worn and are tied in each coupling area
Turning point.
Detailed description of the invention
Fig. 1 is the appearance diagram for showing the shatter-proof reinforced structure of the steel-reinforced concrete of the utility model.
Fig. 2 is the diagrammatic cross-section for showing the shatter-proof reinforced structure of the steel-reinforced concrete of the utility model.
Fig. 3 to Fig. 5 is to show that the work progress of the shatter-proof reinforced structure of the steel-reinforced concrete of the utility model shows respectively
It is intended to.
Wherein: 10: reinforced concrete column；20: column reinforcing bar；30: column confinement stirrup；31: angle section.
Specific embodiment
Hereinafter, being directed to the composition and technology contents of the shatter-proof reinforced structure of the related steel-reinforced concrete of the utility model
Deng enumerating various applicable examples and cooperate referring to being explained in detail with literary institute's accompanying drawings；However, the utility model is worked as
So it is not limited to embodiment, schema or the detailed description of the cited grade.Also, referring to schema in following cooperation
Each embodiment detailed description in, can clearly appear from, the direction term that following embodiment is previously mentioned, such as: "upper", "
Under ", "left", "right", "front", "rear" etc., be only the direction with reference to additional illustration.Therefore, the direction term used is for using
It is bright, and be not used to limit the utility model.
Furthermore be familiar with the dealer of technique also when clear: cited embodiment and appended schema only provide reference
With purposes of discussion, not it is used to the utility model person of limiting；Can be easy based on equal record the modification implemented or
The creation changed and completed also all is considered as the spirit for not departing from the utility model in the range of intention, this waits creation also certainly
It is included in the claim of the utility model.
Firstly, Fig. 1 and Fig. 2 is please referred to, to show the shatter-proof reinforcing knot of the steel-reinforced concrete of the utility model respectively
The appearance diagram and diagrammatic cross-section of structure, the shatter-proof reinforced structure of steel-reinforced concrete are by a reinforced concrete column 10, in parallel
In the column structure that more pillar reinforcing bars 20 of the reinforced concrete column and multiple column confinement stirrups 30 are constituted.
Each column confinement stirrup 30 is the bar construction for forming a closing quadrangle after bending by a reinforcing bar,
And coupling area 32 is bent to form in multiple angle sections 31 of the closing quadrangle.
Then, technical idea according to the present utility model, since the column confinement stirrup 30 of the utility model is only by a Zhi Gang
It is shaped after muscle bending, therefore is that the both ends end to end of the branch reinforcing bar connect and form the closing quadrangle；For example, may be used
To be to engage in a welding manner by the both ends end to end of the reinforcing bar, overlaps each other that overlapped alternatively, it is also possible to adopt mode is fixed.
Also, technical idea according to the present utility model, the both ends end to end of the column confinement stirrup 30 form anchor through bending
Determine crotch (not shown), and the bending angle of each anchoring crotch is not less than 135 degree.In each anchoring crotch extremely
It is provided with a pillar reinforcing bar 20 less, uses increase structural strength.
In the present embodiment, the multiple column confinement stirrup 30 is parallel ground equidistant arrangement, and the reinforced concrete column 10 is
Among the closing quadrangle constituted through each column confinement stirrup 30, more pillar reinforcing bars 20 be then through and bind in
Among each coupling area 32, preferably described each column reinforcing bar 20 wears respectively and binds to be turned in each coupling area 32
At folding.
The shape of technical idea according to the present utility model, the closing quadrangle is to cooperate the planform of reinforced concrete column 10
Setting；In the present embodiment, the closing quadrangle is for a rectangle, and the quantity of the multiple coupling area 32 is then corresponding institute
State the angle section quantity of closing quadrangle.In addition, the multiple coupling area 32 is other than inside is worn for column reinforcing bar 20, with
The lateral section that the reinforced concrete column 10 contacts can also be promoted to integrally-built shatter-proof strong to the fixation reinforced concrete column 10
Degree, in this embodiment, the quantity of the multiple coupling area 32 are 4, and each coupling area 32 is preferably the shape of triangle
Shape.Thus, the utility model can largely make standardized column confinement stirrup, it is combined in a manner of being socketed again at the construction field (site),
Convenience and raising that construction can be taken into account whereby build the structural strength of object.
It is respectively the shatter-proof reinforced structure of steel-reinforced concrete according to the present utility model also, please referring to Fig. 3 to Fig. 5
Work progress schematic diagram.Cooperation schema illustrates applying for the shatter-proof reinforced structure of the steel-reinforced concrete of the utility model below
Work process.
Firstly, multiple column confinement stirrups 30 for having bent forming are transported to job location, and sequentially it is sheathed on described
Among reinforced concrete column 10, four corners of the reinforced concrete column be able to be by being butted on column confinement stirrup 30, as shown in Figure 3.
Then multiple coupling areas 32 in multiple column confinement stirrups 30, and by more pillar reinforcing bars 20 are respectively penetrated, such as Fig. 4 institute
Show.In the process, multiple column confinement stirrups 30 can still keep the state concentrated, to facilitate column reinforcing bar 20 to pass through all column confinements
The coupling area 32 of stirrup 30, and each column reinforcing bar 20 is to wear and bind respectively to turn in each coupling area 32
At folding.
It is that foot is formed in a manner of continued access in construction since the height of reinforced concrete column 10 is greater than the length of column reinforcing bar 20
Enough length, as shown in Figure 5.Finally, multiple column confinement stirrups 30 are fixed on predeterminated position, and more pillar reinforcing bars 20 are bound
In multiple coupling areas 32.In order to make the effect of fixed column reinforcing bar 20 more preferable, column confinement stirrup 30 can be dispersed to bind column reinforcing bar
50, such as equidistant dispersion, and fixed column confinement stirrup 30 and binding column reinforcing bar 50 after dispersion.
Due to the shatter-proof reinforced structure of the steel-reinforced concrete of the utility model be using reinforced concrete column 10, column reinforcing bar 20 and
The structure that column confinement stirrup 30 is composed, therefore can be first completed in factory in advance and be transported to building-site progress frame again
If first can also largely make multiple column confinement stirrups 30, then by the column confinement stirrup 30 be sent to building-site by
Reinforced concrete column 10, column reinforcing bar 20 and column confinement stirrup 30 are sleeved and fixed by constructor.Worker's binding can thus be reduced
It fixes the required time and avoids constructional deficiency caused by artificial difference, can more further strengthen the shatter-proof of column structure
Property.
In conclusion it is as listed above for embodiment in illustrated and specifically described the content of the utility model
, however the utility model is not only defined in these embodiments.Have in the utility model technical field logical
Normal skill is it is to be understood that without departing from the spirit and scope of the utility model, when can carry out various change and modification again；
For example, each technology contents illustrated by previous embodiment are combined or are changed and become new embodiment, these realities
It applies mode and is also considered as the affiliated content of the utility model certainly.Therefore, the range to be protected of this case also packet claims and its
The range defined.
Claims (10)
1. a kind of column confinement stirrup for the shatter-proof reinforced structure of steel-reinforced concrete, which is characterized in that be by a reinforcing bar
The bar construction of a closing quadrangle is bent and is formed, and multiple angle sections of the closing quadrangle are respectively provided with coupling area,
The closing quadrangle is to wear for a reinforced concrete column, and the multiple coupling area is worn and fixes for more pillar reinforcing bars.
2. the column confinement stirrup according to claim 1 for the shatter-proof reinforced structure of steel-reinforced concrete, feature exist
In the closing quadrangle is rectangle, and the coupling area is triangle.
3. the column confinement stirrup according to claim 1 for the shatter-proof reinforced structure of steel-reinforced concrete, feature exist
In the coupling area in the closing quadrangle is at most four.
4. the column confinement stirrup according to claim 1 for the shatter-proof reinforced structure of steel-reinforced concrete, feature exist
In the both ends end to end of the reinforcing bar are fixed with welding manner or overlapping mode.
5. the column confinement stirrup according to claim 1 for the shatter-proof reinforced structure of steel-reinforced concrete, feature exist
In the both ends end to end of the reinforcing bar are respectively equipped with anchoring crotch.
6. the column confinement stirrup according to claim 5 for the shatter-proof reinforced structure of steel-reinforced concrete, feature exist
In the bending angle of each anchoring crotch is to be provided with a Zhi Suoshu not less than 135 degree, and in each anchoring crotch
Column reinforcing bar.
7. a kind of shatter-proof reinforced structure of steel-reinforced concrete, which is characterized in that be at least by a reinforced concrete column, be parallel to the steel
The column structure that the more pillar reinforcing bars and multiple column confinement stirrups of bone column are constituted；Wherein
Each column confinement stirrup is the bar construction that a reinforcing bar bending is formed to a closing quadrangle respectively, and described
The multiple angle sections for closing quadrangle are with coupling area；
The reinforced concrete column and more pillar reinforcing bars distinguish setting perpendicular to the ground, and the reinforced concrete column is arranged in the closing four
Among the shape of side, more pillar reinforcing bars wear respectively and are fixed among the coupling area.
8. the shatter-proof reinforced structure of steel-reinforced concrete according to claim 7, which is characterized in that the closing quadrangle
For rectangle, the coupling area is triangle.
9. the shatter-proof reinforced structure of steel-reinforced concrete according to claim 7, which is characterized in that the closing quadrangle
In the coupling area be at most four.
10. the shatter-proof reinforced structure of steel-reinforced concrete according to claim 7, which is characterized in that in the coupling area
The turning point at least confinement one column reinforcing bar.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW107211189 | 2018-08-15 | ||
| TW107211189U TWM576181U (en) | 2018-08-15 | 2018-08-15 | Column confinement stirrup for steel frame and steel reinforced concrete strengthened seismic resistance structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209443666U true CN209443666U (en) | 2019-09-27 |
Family
ID=66996873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821581494.7U Expired - Fee Related CN209443666U (en) | 2018-08-15 | 2018-09-27 | Column surrounding hoop reinforcement for steel reinforced concrete earthquake-resistant reinforcement structure |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN209443666U (en) |
| TW (1) | TWM576181U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502044A (en) * | 2020-04-28 | 2020-08-07 | 无锡锡晟建设有限公司 | Roof subsides post-cast strip additional layer steel bar structure |
| CN112900745A (en) * | 2021-01-21 | 2021-06-04 | 中国矿业大学 | High-ductility micro-damage reinforced concrete frame beam |
| CN114517560A (en) * | 2022-03-17 | 2022-05-20 | 上海宝冶冶金工程有限公司 | Steel bar and steel rib mounting method for structural column |
-
2018
- 2018-08-15 TW TW107211189U patent/TWM576181U/en unknown
- 2018-09-27 CN CN201821581494.7U patent/CN209443666U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502044A (en) * | 2020-04-28 | 2020-08-07 | 无锡锡晟建设有限公司 | Roof subsides post-cast strip additional layer steel bar structure |
| CN112900745A (en) * | 2021-01-21 | 2021-06-04 | 中国矿业大学 | High-ductility micro-damage reinforced concrete frame beam |
| CN114517560A (en) * | 2022-03-17 | 2022-05-20 | 上海宝冶冶金工程有限公司 | Steel bar and steel rib mounting method for structural column |
| CN114517560B (en) * | 2022-03-17 | 2023-09-26 | 上海宝冶冶金工程有限公司 | Method for installing reinforced steel rib for structural column |
Also Published As
| Publication number | Publication date |
|---|---|
| TWM576181U (en) | 2019-04-01 |
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| 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: 20190927 |