CN201972313U - Concrete stay - Google Patents
Concrete stay Download PDFInfo
- Publication number
- CN201972313U CN201972313U CN 201120069314 CN201120069314U CN201972313U CN 201972313 U CN201972313 U CN 201972313U CN 201120069314 CN201120069314 CN 201120069314 CN 201120069314 U CN201120069314 U CN 201120069314U CN 201972313 U CN201972313 U CN 201972313U
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- CN
- China
- Prior art keywords
- shear wall
- concrete stay
- main body
- concrete
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a concrete stay, comprising a rectangular-strip-shaped concrete stay main body, wherein the concrete stay main body is arranged on two shear wall horizontal ribs at the inner side of a shear wall template, and the length of the concrete stay main body equals to the thickness of the shear wall to be constructed; one side surface of the concrete stay main body is symmetrically provided with two vertical grooves; and the slotting positions of the two vertical grooves and the thickness of the two grooves respectively correspond to shear wall vertical main ribs at the inner side of the shear wall template. In the concrete stay, the manufacture is simple and convenient, the cost is low, and the size of the wall body, the thickness of a wall edge protecting layer and the appearance of the wall body can be guaranteed to achieve the requirements in accordance with the quality standard of buildings.
Description
Technical field
The utility model relates to a kind of concrete structure.
Background technology
Raising along with building quality standard; existing construction works has all proposed very high requirement to concrete solid physical dimension and outward appearance; so in order to finish the requirement of providing quality goods or brilliant; must take the necessary technology measure to carry out strictness control to wall size, wall limit protective layer thickness, the body of wall outward appearance of concrete shear force wall; but so far, also there is not a kind of good especially method can control wall size, wall limit protective layer thickness and the body of wall outward appearance of concrete shear force wall simply and easily well.
The utility model content
The purpose of this utility model provides a kind of concrete stay, solve concrete shear force wall in the pouring construction process, the technical problem of wall size, wall limit protective layer thickness and the bad control of body of wall outward appearance.
For achieving the above object, the utility model adopts following technical scheme: a kind of concrete stay, it is characterized in that: the concrete stay main body that comprises rectangular strip, this concrete stay main body is placed on two shear wall horizontal bars of shear wall formwork inboard, and the length of concrete stay main body equals the thickness of shear wall to be constructed; Symmetry has two vertical grooves on the wherein side side of concrete stay main body, and the width of the slotting position of these two grooves and these two grooves is all corresponding with the vertical main muscle of the shear wall of shear wall formwork inboard.
Wide 20mm～the 50mm that can be of described concrete stay main body, height can be 20mm～50mm.
The width of described groove can be 10mm～20mm.
Described groove can be deep-slotted chip breaker or square groove.
Compared with prior art the utlity model has following characteristics and beneficial effect: the utility model is made simple and convenient; with low cost; the length of described concrete stay main body equals the thickness of shear wall; described groove can make things convenient for concrete stay main body to be fixed on shear wall horizontal bar and the vertical main muscle of shear wall, and the position of groove is to determine according to the thickness of shear wall wall limit topping simultaneously.When block the vertical main muscle of shear wall horizontal bar and shear wall with the utility model after, just can guarantee that wall size, wall limit protective layer thickness and the body of wall outward appearance of shear wall reach the requirement of building quality standard.In addition, the structure of making mould of the present utility model is also very simple, and it is convenient to make, and this mould is to utilize on-the-spot template leftover pieces to make, and can large batch ofly make.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is that structure master of the present utility model looks schematic diagram.
Fig. 2 is the schematic top plan view that the utility model and shear wall horizontal bar and the vertical main muscle of shear wall are used.
Fig. 3 is the elevational schematic view that the utility model and shear wall horizontal bar and the vertical main muscle of shear wall are used.
Reference numeral: 1-concrete stay main body, 2-groove, 3-shear wall horizontal bar, the vertical main muscle of 4-shear wall, 5-shear wall formwork.
The specific embodiment
Embodiment is referring to shown in Fig. 1-3, this concrete stay, the concrete stay main body 1 that comprises rectangular strip, this concrete stay main body 1 is placed on two shear wall horizontal bars 3 of shear wall formwork 5 inboards, and the length a of concrete stay main body 1 equals the thickness of shear wall to be constructed; Symmetry has two vertical grooves 2 on the wherein side side of concrete stay main body 1, and the width of the slotting position of these two grooves and these two grooves is all corresponding with the vertical main muscle of the shear wall of shear wall formwork 5 inboards 4.
In the present embodiment, the wide b of concrete stay main body 1 is 20mm～50mm, and high c is 20mm～50mm.Described groove 2 is a deep-slotted chip breaker, and the width d of groove is 10mm～20mm, and certainly, in other embodiments, groove 2 also can be other shapes such as square groove.
The utility model only needs after shear wall horizontal bar and the vertical main muscle colligation of shear wall are finished, before the shear wall formwork matched moulds in use, it is placed get final product.At this moment, the utility model fixes the relative position of shear wall horizontal bar 3, the vertical main muscle 4 of shear wall and shear wall formwork 5, thereby has guaranteed wall size, wall limit protective layer thickness and the body of wall outward appearance of concrete shear force wall.
Claims (4)
1. concrete stay, it is characterized in that: the concrete stay main body (1) that comprises rectangular strip, this concrete stay main body (1) is placed on the inboard two shear wall horizontal bars (3) of shear wall formwork (5), and the length (a) of concrete stay main body (1) equals the thickness of shear wall to be constructed; Symmetry has two vertical grooves (2) on the wherein side side of concrete stay main body (1), and the width of the slotting position of these two grooves and these two grooves is all corresponding with the vertical main muscle of shear wall (4) of shear wall formwork (5) inboard.
2. concrete stay according to claim 1 is characterized in that: wide (b) of described concrete stay main body (1) is 20mm～50mm, and high (c) is 20mm～50mm.
3. concrete stay according to claim 1 is characterized in that: the width (d) of described groove (2) is 10mm～20mm.
4. concrete stay according to claim 1 is characterized in that: described groove (2) is deep-slotted chip breaker or square groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120069314 CN201972313U (en) | 2011-03-16 | 2011-03-16 | Concrete stay |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120069314 CN201972313U (en) | 2011-03-16 | 2011-03-16 | Concrete stay |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201972313U true CN201972313U (en) | 2011-09-14 |
Family
ID=44577421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120069314 Expired - Fee Related CN201972313U (en) | 2011-03-16 | 2011-03-16 | Concrete stay |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201972313U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245853A (en) * | 2016-08-19 | 2016-12-21 | 中国华冶科工集团有限公司 | A kind of shear force wall reinforcing steel bar Prefabricated Concrete saddle bar |
| CN108999310A (en) * | 2018-07-19 | 2018-12-14 | 中国五冶集团有限公司 | Cast-in-place concrete exterior wall external thermal insulation template inner support structure and method |
-
2011
- 2011-03-16 CN CN 201120069314 patent/CN201972313U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245853A (en) * | 2016-08-19 | 2016-12-21 | 中国华冶科工集团有限公司 | A kind of shear force wall reinforcing steel bar Prefabricated Concrete saddle bar |
| CN108999310A (en) * | 2018-07-19 | 2018-12-14 | 中国五冶集团有限公司 | Cast-in-place concrete exterior wall external thermal insulation template inner support structure and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110914 Termination date: 20130316 |