CN208563758U - A kind of reinforcing bar arrangement of novel composite steel concrete column - Google Patents
A kind of reinforcing bar arrangement of novel composite steel concrete column Download PDFInfo
- Publication number
- CN208563758U CN208563758U CN201820659385.6U CN201820659385U CN208563758U CN 208563758 U CN208563758 U CN 208563758U CN 201820659385 U CN201820659385 U CN 201820659385U CN 208563758 U CN208563758 U CN 208563758U
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- Prior art keywords
- column
- reinforcing bar
- hoop
- cross
- hole
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 78
- 239000010959 steel Substances 0.000 title claims abstract description 78
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 41
- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 239000003351 stiffener Substances 0.000 claims abstract description 27
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims abstract description 10
- 244000046052 Phaseolus vulgaris Species 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims description 8
- 210000002435 tendon Anatomy 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a kind of reinforcing bar arrangement of novel composite steel concrete column, including cross H profile steel column, longitudinal structure reinforcing bar, the positioning plate of longitudinal structure reinforcing bar is provided on the not a node position of cross H profile steel column, the first hole is provided on positioning plate, stiffener is provided on the bean column node position of cross H profile steel column, it is provided on stiffener and matched second hole of the first hole, longitudinal structure reinforcing bar successively penetrates the second hole and the first hole is arranged on the not a node position of cross H profile steel column, the periphery of cross-shaped profile steel column is arranged at intervals with longitudinal single branch hoop and laterally single branch hoop, the periphery of longitudinal list branch hoop and lateral single branch hoop is provided with rectangle hoop, lengthways main steel bar is evenly arranged on the inside of rectangle hoop, the first oblique pull list branch hoop and the second oblique pull list branch are provided between two adjacent stirrups of rectangle hoop Hoop, is provided with half branch hoop of lacing wire in column between longitudinal structure reinforcing bar and corresponding lengthways main steel bar.The utility model speed of application is fast, easy to operate.
Description
Technical field
The utility model belongs to construction steel structure technical field, and in particular to a kind of reinforcing bar row of novel composite steel concrete column
Cloth structure.
Background technique
With the progress and development of science and technology, in high-rise, construction of super highrise building, steel reinforced concrete composite structure
Using more and more extensive, in combined steel and concrete column reinforcing bar arrangement and and reinforced concrete column combination it is particularly important.Traditional reinforcing bar is mixed
Solidifying earth pillar reinforcing bar arrangement is configured with two classes, and one kind is the arrangement form that lacing wire hoop passes through fashioned iron column web in column；Another kind of is steel
Lacing wire is not provided in bone column, stirrup bypasses the arrangement form on the reinforced concrete column edge of a wing.It is the steel content for meeting structure in practice of construction
And safety, the lacing wire for being equipped in reinforced concrete column and passing through web is often encountered, when lacing wire will pass through reinforcing bar column web in column, Ying La
The corresponding position reserving hole of muscle.Therefore when selecting lacing wire to pass through the reinforcing bar arrangement form of reinforcing bar column web, the number of openings is more,
Position accuracy demand is high, the process-cycle is long, its steel content is reduced for whole steel reinforced concrete structure, in this way, not only taking
When expenses of labour, and increase project cost.
Utility model content
The purpose of this utility model is to overcome above-mentioned the deficiencies in the prior art to provide a kind of novel strengthening concrete
The reinforcing bar arrangement of column.Solve the lacing wire in reinforced concrete column in the prior art pass through web occur aperture deviation, steel column processing
The technical issues of fabrication cycle is long, steel column perforation excessively causes steel column section to lose.
The utility model, including cross H profile steel column, longitudinal structure reinforcing bar, the not a node portion of the cross H profile steel column
It is provided with the positioning plate of the longitudinal structure reinforcing bar on position, the first hole, the cross H profile steel are provided on the positioning plate
It is provided with stiffener on the bean column node position of column, is provided on the stiffener and matched second hole of first hole
Hole, the longitudinal structure reinforcing bar successively penetrates second hole and the non-of the cross H profile steel column is arranged in the first hole
On position of joints, the periphery of the cross-shaped profile steel column is arranged at intervals with longitudinal single branch hoop and laterally single branch hoop, described longitudinal single
The periphery of branch hoop and lateral single branch hoop is provided with rectangle hoop, and lengthways main steel bar, institute are evenly arranged on the inside of the rectangle hoop
It states and is provided with the first oblique pull list branch hoop and the second oblique pull list branch hoop, the longitudinal structure steel between two adjacent stirrups of rectangle hoop
Half branch hoop of lacing wire in column is provided between muscle and corresponding lengthways main steel bar.
Preferably, the positioning plate is connect by welding with the cross H profile steel column.Operation letter
It is single, stable structure.
Preferably, the stiffener is connect by welding with the cross H profile steel column.
Preferably, the longitudinal structure reinforcing bar and the lengthways main steel bar are connected using tied silk and stirrup binding.
Preferably, the structure of the stiffener is one of polygonized structure or L-type structure or two kinds.
Preferably, the position and structure of the stiffener are arranged according to beam main tendon and bean column node.
Preferably, the cross H profile steel column is welded using two T-type columns with a H type column.
Preferably, peg is provided on the outside of the cross H profile steel column edge of a wing.Peg and steel column pass through welding side
Formula connection, enhances the bond stress of steel column and concrete, overall structure is more stable, and facilitates operation in installation process.
The beneficial effects of the utility model are:
First, the utility model opens up hole by increasing longitudinal structure reinforcing bar and positioning plate and stiffener, will be travelling through abdomen
Single branch hoop of plate is changed to half branch hoop and connects with longitudinal structure reinforcing bar and corresponding lengthways main steel bar, and this avoid reinforcing bar column webs to open
Hole ensure that in column the accurate positionin of lacing wire and column main reinforcement and up and down, improve the quality of steel reinforced concrete cylinder, saving
Construction period, reduce construction cost；
Second, the utility model refractory ability is strong, the rigidity of enhancing structure and building, and damping performance improves, and resists
Shock stability is good, and has higher intensity, and speed of application is fast, easy to operate.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the utility model without stiffener；
Fig. 2 is the structural representation that the utility model has stiffener in Fig. 5；
Fig. 3 is the structural representation that the utility model has stiffener in Fig. 6；
Fig. 4 is the structural schematic diagram of positioning plate in the utility model；
Fig. 5, Fig. 6 are respectively the structural representation of stiffener in the utility model.
In figure: 1- the first oblique pull list branch hoop, 2- rectangle hoop, 3- lengthways main steel bar, 4- peg, 5- longitudinal structure reinforcing bar, 6-
Positioning plate, the first hole of 61-, 7-H steel column, half branch hoop of lacing wire in 8- column, the longitudinal single branch hoop of 9-, 10- stiffener, 101- second
Hole, the lateral single branch hoop of 11-, 12- the second oblique pull list branch hoop.
Specific embodiment
The utility model is further illustrated with reference to the accompanying drawings and embodiments.
As shown in Figures 1 to 3, a kind of reinforcing bar arrangement of novel composite steel concrete column, including it is cross H profile steel column 7, vertical
To distributing bar 5, the positioning plate 6 of the longitudinal structure reinforcing bar 5 is provided on the not a node position of the cross H profile steel column 7,
It is provided with the first hole 61 on the positioning plate 6, is provided with stiffener on the bean column node position of the cross H profile steel column 7
10, be provided on the stiffener 10 with matched second hole 101 of first hole 61, the longitudinal structure reinforcing bar 5 according to
It is secondary to penetrate second hole 101 and the first hole 61 is arranged on the not a node position of the cross H profile steel column 7, it is described
The periphery of cross H profile steel column 7 is arranged at intervals with longitudinal single branch hoop 9 and laterally single branch hoop 11, longitudinal single branch hoop 9 and laterally
The periphery of single branch hoop 11 is provided with rectangle hoop 2, and the inside of the rectangle hoop 2 is evenly arranged with lengthways main steel bar 3, the square
The first oblique pull list branch hoop 1 and the second oblique pull list branch hoop 12, the longitudinal structure steel are provided between two adjacent stirrups of u stirrup 2
Half branch hoop 8 of lacing wire in column is provided between muscle 5 and corresponding lengthways main steel bar 3.
Specifically, the positioning plate 6 is connect by welding with the cross H profile steel column 7.It is easy to operate, knot
Structure is stablized.The stiffener 10 is connect by welding with the cross H profile steel column 7.5 He of longitudinal structure reinforcing bar
The lengthways main steel bar 3 is connected using tied silk and stirrup binding.The structure of the stiffener 10 is in polygonized structure or L-type structure
It is one or two kinds of.The position and structure of the stiffener 10 are arranged according to beam main tendon and bean column node.The cross H-type
Steel column 7 is welded using two T-type columns with a H-type column.Peg 4 is provided on the outside of 7 edge of a wing of cross H profile steel column.
Peg is connect with steel column by welding manner, enhances the bond stress of steel column and concrete, overall structure is more stable, and installation process
In facilitate operation.
The utility model use process is as follows: when installation, using live tower crane as hanging device, reinforced concrete column is lifted
In place, according to control line traffic control reinforced concrete column axial location, then with laser transit at two vertical direction, measurement reinforced concrete column four sides
Verticality, control reinforced concrete column in installation accuracy both horizontally and vertically.Nut is tightened after reinforced concrete column positioning, that is, is installed
At.Wherein, its diameter is adjusted according to the requirement of structure in longitudinal structure reinforcing bar 5, and whether cross H profile steel column 7 has according to it
There are quantity and spacing that beam column constant pitch point is configured its positioning plate 6, whether there is two row's steel according to the beam at bean column node
Muscle is configured the arrangement such as stiffener 10 in Fig. 5, Fig. 6, if the beam at bean column node is two placing of reinforcements, upper layer is adopted when installation
With the stiffener 10 in Fig. 6, lower layer is using the stiffener 10 in Fig. 5；If the beam at bean column node is single reinforcing bar, using figure
Stiffener 10 in 5.
Specific embodiment of the present utility model described above does not constitute the restriction to scope of protection of the utility model.
Any other various changes and modifications that any technical concept according to the present utility model is made should be included in practical
In novel scope of protection of the claims.
Claims (8)
1. a kind of reinforcing bar arrangement of novel composite steel concrete column, it is characterised in that: including cross H profile steel column (7), longitudinal direction
Distributing bar (5) is provided with the positioning of the longitudinal structure reinforcing bar (5) on the not a node position of the cross H profile steel column (7)
Plate (6) is provided with the first hole (61) on the positioning plate (6), on the bean column node position of the cross H profile steel column (7)
Be provided with stiffener (10), be provided on the stiffener (10) with matched second hole (101) of first hole (61),
The longitudinal structure reinforcing bar (5) successively penetrates second hole (101) and the first hole (61) is arranged in the cross H-type
On the not a node position of steel column (7), the periphery of the cross H profile steel column (7) is arranged at intervals with longitudinally single branch hoop (9) and transverse direction
The periphery of single branch hoop (11), longitudinal single branch hoop (9) and lateral single branch hoop (11) is provided with rectangle hoop (2), the rectangle
It is evenly arranged on the inside of stirrup (2) lengthways main steel bar (3), is provided with first between two adjacent stirrups of the rectangle hoop (2)
Oblique pull list branch hoop (1) and the second oblique pull list branch hoop (12), the longitudinal structure reinforcing bar (5) and corresponding lengthways main steel bar (3) it
Between be provided with half branch hoop (8) of lacing wire in column.
2. the reinforcing bar arrangement of novel composite steel concrete column according to claim 1, it is characterised in that: the positioning plate
(6) it is connect by welding with the H profile steel column (7).
3. the reinforcing bar arrangement of novel composite steel concrete column according to claim 1, it is characterised in that: the stiffener
(10) it is connect by welding with the H profile steel column (7).
4. the reinforcing bar arrangement of novel composite steel concrete column according to claim 1, it is characterised in that: the longitudinal direction structure
It makes reinforcing bar (5) and the lengthways main steel bar (3) and is connected using tied silk and stirrup binding.
5. the reinforcing bar arrangement of novel composite steel concrete column described in any one, feature exist according to claim 1~4
In: the structure of the stiffener (10) is one of polygonized structure or L-type structure or two kinds.
6. the reinforcing bar arrangement of novel composite steel concrete column described in any one, feature exist according to claim 1~4
In: the position and structure of the stiffener (10) are arranged according to beam main tendon and bean column node.
7. the reinforcing bar arrangement of novel composite steel concrete column described in any one, feature exist according to claim 1~4
In: the cross H profile steel column (7) is welded using two T-type columns with a H-type column.
8. the reinforcing bar arrangement of novel composite steel concrete column described in any one, feature exist according to claim 1~4
In: peg (4) are provided on the outside of cross H profile steel column (7) edge of a wing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820659385.6U CN208563758U (en) | 2018-05-04 | 2018-05-04 | A kind of reinforcing bar arrangement of novel composite steel concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820659385.6U CN208563758U (en) | 2018-05-04 | 2018-05-04 | A kind of reinforcing bar arrangement of novel composite steel concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208563758U true CN208563758U (en) | 2019-03-01 |
Family
ID=65480321
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820659385.6U Expired - Fee Related CN208563758U (en) | 2018-05-04 | 2018-05-04 | A kind of reinforcing bar arrangement of novel composite steel concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208563758U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158857A (en) * | 2019-06-25 | 2019-08-23 | 北京市市政工程设计研究总院有限公司 | A kind of steel reinforced concrete beam column component stirrup arrangement construction |
| CN110924530A (en) * | 2019-12-31 | 2020-03-27 | 深圳机械院建筑设计有限公司 | Large-span building steel structure |
| CN111021630A (en) * | 2019-12-03 | 2020-04-17 | 中铁建设集团有限公司 | Section steel concrete column and semi-assembly type construction method thereof |
| CN113323271A (en) * | 2021-06-09 | 2021-08-31 | 中国建筑第八工程局有限公司 | Stiff column stirrup structure and construction method thereof |
-
2018
- 2018-05-04 CN CN201820659385.6U patent/CN208563758U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158857A (en) * | 2019-06-25 | 2019-08-23 | 北京市市政工程设计研究总院有限公司 | A kind of steel reinforced concrete beam column component stirrup arrangement construction |
| CN111021630A (en) * | 2019-12-03 | 2020-04-17 | 中铁建设集团有限公司 | Section steel concrete column and semi-assembly type construction method thereof |
| CN110924530A (en) * | 2019-12-31 | 2020-03-27 | 深圳机械院建筑设计有限公司 | Large-span building steel structure |
| CN113323271A (en) * | 2021-06-09 | 2021-08-31 | 中国建筑第八工程局有限公司 | Stiff column stirrup structure and construction method thereof |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190301 |
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| CF01 | Termination of patent right due to non-payment of annual fee |