CN206052960U - A kind of reinforcing bar xoncrete structure - Google Patents
A kind of reinforcing bar xoncrete structure Download PDFInfo
- Publication number
- CN206052960U CN206052960U CN201620875743.8U CN201620875743U CN206052960U CN 206052960 U CN206052960 U CN 206052960U CN 201620875743 U CN201620875743 U CN 201620875743U CN 206052960 U CN206052960 U CN 206052960U
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- Prior art keywords
- shaped steel
- concrete
- reinforcing bar
- steel
- building
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- Expired - Fee Related
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 230000015556 catabolic process Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 3
- 238000011084 recovery Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000035807 sensation Effects 0.000 description 2
- 206010030113 Oedema Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 244000052769 pathogen Species 0.000 description 1
- 230000001717 pathogenic effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229910000658 steel phase Inorganic materials 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a kind of reinforcing bar xoncrete structure, including reinforcing bar, shaped steel and concrete, the concrete is located at lowermost end, shaped steel includes the first shaped steel, the second shaped steel and the 3rd shaped steel, first shaped steel and the second shaped steel are arranged on the centre position of concrete, and one end of the 3rd shaped steel is connected with the first shaped steel, and the other end of the 3rd shaped steel is connected with the second shaped steel, many steel-bar arrangements are in the upper end of concrete and many reinforcing bars form a rectangle, and shaped steel is located at rectangular internal.The structure greatly strengthen the tensile strength of component, compared with traditional reinforced concrete structure, substantially increase the breakdown strength of anti-radial force, substantially increase the recovery capability after the tensile strength and building structure rigid deformation of building beam column, even if concrete generates through crack in radial direction, beam column will not also fail, and the safety in utilization of building is greatly improved；The structure can cause the smaller of beam column, reduce construction cost and cost of labor, improve work efficiency.
Description
Technical field
This utility model is related to building field, specifically a kind of reinforcing bar xoncrete structure.
Background technology
With the quickening of China's Development of China's Urbanization, future 50 years, Chinese city rate will increase to more than 76%, city pair
The contribution rate of whole national economy is up to more than 95%, also predictive of the broader market of building industry at hand.Building is
The general name of building and structures, be people in order to meet social life needs, utilize grasped material technology means, and transport
With for human habitation of certain scientific law, edema due to wind pathogen theory and aesthetic principle creation and the space for using.Armored concrete due to
Which is cheap, and use intensity and service life are good so that armored concrete becomes a kind of the most frequently used structure of building industry, existing
Reinforced concrete structure in terms of tension and anti-radial force are compared with resistance to compression performance it is weaker, and beam column once radial direction produce
If raw crack, it is meant that failure, in order to worry failure so the size of beam column will be made thin big, this allows for whole reinforcing bar
Xoncrete structure seems heavy, and this just brings inconvenience for constructor.
Utility model content
The purpose of this utility model is to provide a kind of reinforcing bar xoncrete structure, to solve to propose in above-mentioned background technology
Problem.
For achieving the above object, this utility model provides following technical scheme：
A kind of reinforcing bar xoncrete structure, including reinforcing bar, shaped steel and concrete, the concrete are located at lowermost end, shaped steel
Including the first shaped steel, the second shaped steel and the 3rd shaped steel, the symmetrical interposition for being arranged on concrete of the first shaped steel and the second shaped steel
Put, one end of the 3rd shaped steel is connected with the first shaped steel, the other end of the 3rd shaped steel is connected with the second shaped steel, the 3rd shaped steel is by first
Shaped steel and the second shaped steel are uniformly divided into two parts, and many reinforcing bars are arranged at the upper end of concrete and many reinforcing bars form one
Individual rectangle, shaped steel are located at rectangular internal.
As further program of the utility model：Shaped steel adopts lowcarbon section steel.
As further program of the utility model：The quantity of reinforcing bar is ten six roots of sensation.
Compared with prior art, the beneficial effects of the utility model are：The reasonable in design, simple structure, the structure
Constituted using lowcarbon section steel, reinforcing bar and concrete, the structure greatly strengthen the tensile strength of component, with traditional reinforced concrete
Soil structure is compared, and substantially increases the breakdown strength of anti-radial force, substantially increases the tensile strength and building knot of building beam column
Recovery capability after structure rigid deformation, even if concrete is generating through crack in radial direction, beam column will not also fail, and building makes
Greatly improved with safety；The structure can cause the smaller of beam column, reduce construction cost and cost of labor, improve
Work efficiency.
Description of the drawings
Structural representations of the Fig. 1 for reinforcing bar xoncrete structure.
Wherein：1- reinforcing bars, 2- shaped steel, 3- concrete.
Specific embodiment
The technical scheme of this patent is described in more detail with reference to specific embodiment.
Refer to Fig. 1, a kind of reinforcing bar xoncrete structure, including reinforcing bar 1, shaped steel 2 and concrete 3, the concrete 3
In lowermost end, shaped steel 2 includes the first shaped steel, the second shaped steel and the 3rd shaped steel, the first shaped steel and the second shaped steel is symmetrical is arranged on
The centre position of concrete 3, one end of the 3rd shaped steel are connected with the first shaped steel, the other end of the 3rd shaped steel and the second shaped steel phase
Even, the first shaped steel and the second shaped steel are uniformly divided into two parts by the 3rd shaped steel, and many reinforcing bars 1 are arranged at the upper of concrete 3
End and many one rectangle of formation of reinforcing bars 1, shaped steel 2 are located at rectangular internal.Shaped steel 2 adopts lowcarbon section steel.The number of reinforcing bar 1
Measure as ten six roots of sensation.
Operation principle of the present utility model is：The centre position of concrete 3 is provided with shaped steel 2, the first shaped steel, the second shaped steel
" work " font is formed with the 3rd shaped steel, the outside of shaped steel 2 is surrounded with reinforcing bar 1, and this structure greatly strengthen the anti-of component
Tensile strength, substantially increases the breakdown strength of anti-radial force, even if through crack, beam column are generated in radial direction in concrete 3
Will not fail.
The reasonable in design, simple structure, the structure are constituted using lowcarbon section steel 2, reinforcing bar 1 and concrete 3, the structure
The tensile strength of component is greatly strengthen, the destruction of anti-radial force compared with traditional reinforced concrete structure, is substantially increased
Intensity, substantially increases the recovery capability after the tensile strength and building structure rigid deformation of building beam column, even if concrete 3 exists
Through crack is generated radially, beam column will not also fail, and the safety in utilization of building is greatly improved；The structure can cause beam column
It is smaller, reduce construction cost and cost of labor, improve work efficiency.
Above the better embodiment of this patent is explained in detail, but this patent is not limited to above-mentioned embodiment party
Formula, in the ken that one skilled in the relevant art possesses, can be with the premise of without departing from this patent objective
Various changes can be made.
Claims (3)
1. a kind of reinforcing bar xoncrete structure, it is characterised in that including reinforcing bar, shaped steel and concrete, the concrete is located at most
Bottom, shaped steel include the first shaped steel, the second shaped steel and the 3rd shaped steel, the first shaped steel and the second shaped steel it is symmetrical be arranged on concrete
Centre position, one end of the 3rd shaped steel is connected with the first shaped steel, and the other end of the 3rd shaped steel is connected with the second shaped steel, the 3rd type
First shaped steel and the second shaped steel are uniformly divided into two parts by steel, and many reinforcing bars are arranged at the upper end of concrete and many steel
Muscle forms a rectangle, and shaped steel is located at rectangular internal.
2. reinforcing bar xoncrete structure according to claim 1, it is characterised in that the shaped steel adopts lowcarbon section steel.
3. reinforcing bar xoncrete structure according to claim 1 and 2, it is characterised in that the quantity of the reinforcing bar is 16
Root.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620875743.8U CN206052960U (en) | 2016-08-12 | 2016-08-12 | A kind of reinforcing bar xoncrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620875743.8U CN206052960U (en) | 2016-08-12 | 2016-08-12 | A kind of reinforcing bar xoncrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052960U true CN206052960U (en) | 2017-03-29 |
Family
ID=58380521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620875743.8U Expired - Fee Related CN206052960U (en) | 2016-08-12 | 2016-08-12 | A kind of reinforcing bar xoncrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052960U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571119A (en) * | 2017-11-17 | 2018-09-25 | 曾彦粤 | A kind of high resistance to cold and diseases is taken shelter from rain facility-specific concrete column |
-
2016
- 2016-08-12 CN CN201620875743.8U patent/CN206052960U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571119A (en) * | 2017-11-17 | 2018-09-25 | 曾彦粤 | A kind of high resistance to cold and diseases is taken shelter from rain facility-specific concrete column |
| CN108571119B (en) * | 2017-11-17 | 2023-10-20 | 曾彦粤 | High-stress-resistance cement column special for rain shelter |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190528 Address after: Room 2004, 3-storey B District, No. 8 Xiushan Road, Chengqiao Town, Chongming County, Shanghai (Chongming Industrial Park, Shanghai) Patentee after: Shanghai Zeyu Industrial Co., Ltd. Address before: Room 501, No. 5, 370 Lane, Chifeng Road, Hongkou District, Shanghai Patentee before: Wu Xiaoxiong |
|
| 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: 20170329 Termination date: 20190812 |