CN202731323U - Concrete structure reinforced by carbon fiber cloth - Google Patents
Concrete structure reinforced by carbon fiber cloth Download PDFInfo
- Publication number
- CN202731323U CN202731323U CN 201220447870 CN201220447870U CN202731323U CN 202731323 U CN202731323 U CN 202731323U CN 201220447870 CN201220447870 CN 201220447870 CN 201220447870 U CN201220447870 U CN 201220447870U CN 202731323 U CN202731323 U CN 202731323U
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- China
- Prior art keywords
- carbon fiber
- layer
- fiber cloth
- concrete structure
- concrete
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- 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 structure reinforced by carbon fiber cloth. The concrete structure comprises a concrete base layer, a base glue layer in the thickness of 0.3mm is arranged on a surface of the concrete base layer, a carbon fiber cloth layer is arranged on the base glue layer, and a glue layer in the thickness of 0.2mm is arranged on an outer surface of the carbon fiber cloth layer. The concrete structure is reasonable in structure, simple in construction method, high in speed, high in effect, small in construction field occupation, short in time limit for a project and obvious in superiority on the time limit for the project. The carbon fiber cloth is good in reinforcement effect, high in strength, wide in application scope, prone to guarantee construction quality, good in corrosion resistance and durability and free of influences of environmental conditions. Size and weight of the structure are basically not added after the carbon fiber cloth is used for reinforcing, and structures which cannot be constructed after reinforcing by using other methods can be adapted.
Description
Technical field
The utility model relates to a kind of carbon cloth reinforced concrete structure.
Background technology
The engineering of being completed and project under construction, particularly Gongjian's engineering changes with the difference of the needs of house function, be difficult to satisfy the demand that current standard is used, structure need be keeped in repair, will be reinforced, reinforcement means commonly used has much at present, as: enlarging section method, Covered with Angles method, reinforcement by sticking of sheets and CFRP Sheet Strengthening Method.Front 3 kinds reinforcement means long construction period, floor space is large, effect is low.
Summary of the invention
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the carbon cloth reinforced concrete structure of good working effect.
Technical solution of the present utility model is:
A kind of carbon cloth reinforced concrete structure is characterized in that: comprise concrete base layer, the thick primer layer of 0.3mm is set on the concrete base layer surface, at primer layer carbon fibre cloth layer is set, at the external surface of carbon fibre cloth layer the thick sizing material layer of 0.2mm is set.
The utility model is rational in infrastructure, and job practices is simple, speed is quick, effect is high, the construction plant takies less, the duration is short, has obvious advantage in the duration.Carbon cloth reinforced effective, intensity is high, applied widely, construction quality easily guarantees, corrosion resistant is turbid and good endurance is not subjected to the impact of ambient conditions, adopt carbon cloth reinforced rear size and the weight that does not substantially increase structure self, can adapt to the structure that various other reinforcings can't be constructed.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the structural representation of an embodiment of the utility model.
The specific embodiment
A kind of carbon cloth reinforced concrete structure comprises concrete base layer 1, and the thick primer layer of 0.3mm 2 is set on the concrete base layer surface, at primer layer carbon fibre cloth layer 3 is set, and at the external surface of carbon fibre cloth layer the thick sizing material layer 4 of 0.2mm is set.
Claims (1)
1. carbon cloth reinforced concrete structure is characterized in that: comprise concrete base layer, the thick primer layer of 0.3mm is set on the concrete base layer surface, at primer layer carbon fibre cloth layer is set, at the external surface of carbon fibre cloth layer the thick sizing material layer of 0.2mm is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220447870 CN202731323U (en) | 2012-09-05 | 2012-09-05 | Concrete structure reinforced by carbon fiber cloth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220447870 CN202731323U (en) | 2012-09-05 | 2012-09-05 | Concrete structure reinforced by carbon fiber cloth |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202731323U true CN202731323U (en) | 2013-02-13 |
Family
ID=47657035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220447870 Expired - Fee Related CN202731323U (en) | 2012-09-05 | 2012-09-05 | Concrete structure reinforced by carbon fiber cloth |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202731323U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389438A (en) * | 2014-12-10 | 2015-03-04 | 华北水利水电大学 | Aseismic strengthening structure and method for concrete column |
-
2012
- 2012-09-05 CN CN 201220447870 patent/CN202731323U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389438A (en) * | 2014-12-10 | 2015-03-04 | 华北水利水电大学 | Aseismic strengthening structure and method for concrete column |
| CN104389438B (en) * | 2014-12-10 | 2017-03-01 | 华北水利水电大学 | A kind of seismic hardening mechanism of concrete column and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130213 Termination date: 20140905 |
|
| EXPY | Termination of patent right or utility model |