CN202483122U - Steel cladding concrete - Google Patents
Steel cladding concrete Download PDFInfo
- Publication number
- CN202483122U CN202483122U CN 201220077095 CN201220077095U CN202483122U CN 202483122 U CN202483122 U CN 202483122U CN 201220077095 CN201220077095 CN 201220077095 CN 201220077095 U CN201220077095 U CN 201220077095U CN 202483122 U CN202483122 U CN 202483122U
- Authority
- CN
- China
- Prior art keywords
- concrete
- floated coat
- steel cladding
- deck
- base layer
- 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 relates to a steel cladding concrete, belonging to the technical field of building construction. The steel cladding concrete comprises a base layer, and a steel cladding panel cladded on the base layer, wherein the base layer comprises a structural layer and a floated coat which is cladded on the structural layer, and the combined surface between the structure layer and the floated coat is a rough surface. In practical use, the concrete base layer is divided into the structural layer and the floated coat to be constructed respectively, thereby ensuring to meet the flatness design requirement of the steel cladding concrete.
Description
Technical field
The utility model relates to a kind of concrete, and especially a kind of concrete that is used to examine the steel linear of building belongs to technical field of building construction.
Background technology
For a long time, in the nuclear power station mill construction, and the steel linear material is located to need to install in spentnuclear fuel pond etc.; Because the particularity of function of use and engineering structures; These places are very high to the construction quality requirement of cladding boards concrete base layer, and the designing requirement of concrete surface planeness reaches 2mm/m, and traditional construction technology is difficult to satisfy required precision; Understand according to the applicant, also do not have at present targetedly reasonably can head it off way.
The utility model content
The technical problem that the utility model will solve is not enough to prior art, proposes a kind of steel linear concrete, make it to satisfy in the nuclear power station mill construction, and the planeness requirement to the cladding boards concrete base layer is located in spentnuclear fuel pond etc.
The utility model is that the technical scheme that solves the problems of the technologies described above proposition is: a kind of steel linear concrete; Comprise basic unit and be covered in the steel linear plate in the basic unit; Said basic unit comprises deck and is covered in the floated coat on the deck that the bonding surface of said deck and floated coat is a matsurface.
The improvement of technique scheme is: the bonding surface planeness of said basic unit and steel linear plate is 2mm/m.
The utility model has designed deck and floated coat, and concrete base layer is divided into deck and floated coat is constructed respectively, compares prior art, and the beneficial effect that has is:
1. only need in work progress, answer strict control plastering technique, just can guarantee that substrate surface satisfies the requirement of design planeness, has guaranteed construction quality.
2. the concrete matsurface of deck can obtain through the bonding surface of pneumatic pick or cutter hair machine Processing Structure layer and floated coat, also can obtain through tailored template, has guaranteed deck and floated coat bonding firmly.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described further:
Fig. 1 is the steel linear concrete structure sketch map of the utility model embodiment.
The specific embodiment
Embodiment
The steel linear concrete of present embodiment, as shown in Figure 1, comprise basic unit 1 and be covered in the steel linear plate 2 in the basic unit 1.Basic unit 1 comprises deck 1-1 and is covered in the floated coat 1-2 on the deck 1-1 that the bonding surface of deck 1-1 and floated coat 1-2 is a matsurface.
Matsurface can be through using tailored template; And on template brushing retarding agent (type selecting of retarding agent should satisfy field trial require), and then, after form removable, use water under high pressure to dash a hair processing by general construction technology concreting; Make its surface form matsurface, guarantee roughness; Also can obtain through the bonding surface of pneumatic pick or cutter hair machine Processing Structure layer 1-1 and floated coat 1-2.
The bonding surface planeness of floated coat 1-2 and steel linear plate 2 is 2mm/m, can use the planeness of metal ruler inspection floated coat 1-2.
The applicant is divided into deck 1-1 and floated coat 1-2 constructs respectively through experiment and field practice repeatedly with concrete base layer 1, and deck 1-1 surface construction is a matsurface, carries out the installation of steel linear plate 2 after the floated coat 1-2 construction completion.
Facts have proved that adopt the steel linear concrete of present embodiment can guarantee floated coat 1-2 and deck 1-1 bonding firmly, concrete surface can satisfy the planeness designing requirement, guarantees construction quality, has guaranteed carrying out smoothly of follow-up construction.
The utility model be not limited to the foregoing description.All employings are equal to the technical scheme that replacement forms, and all drop on the protection domain of the utility model requirement.
Claims (2)
1. a steel linear concrete comprises basic unit and is covered in the steel linear plate in the basic unit, it is characterized in that: said basic unit comprises deck and is covered in the floated coat on the deck that the bonding surface of said deck and floated coat is a matsurface.
2. steel linear concrete according to claim 1, it is characterized in that: the bonding surface planeness of said basic unit and steel linear plate is 2mm/m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220077095 CN202483122U (en) | 2012-03-05 | 2012-03-05 | Steel cladding concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220077095 CN202483122U (en) | 2012-03-05 | 2012-03-05 | Steel cladding concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202483122U true CN202483122U (en) | 2012-10-10 |
Family
ID=46957552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220077095 Expired - Fee Related CN202483122U (en) | 2012-03-05 | 2012-03-05 | Steel cladding concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202483122U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452320A (en) * | 2013-09-05 | 2013-12-18 | 中铁上海工程局有限公司 | Concrete dabbing construction method |
| CN108612290A (en) * | 2018-04-19 | 2018-10-02 | 中国建筑第八工程局有限公司 | Metal component surface plastering structure and method |
-
2012
- 2012-03-05 CN CN 201220077095 patent/CN202483122U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452320A (en) * | 2013-09-05 | 2013-12-18 | 中铁上海工程局有限公司 | Concrete dabbing construction method |
| CN108612290A (en) * | 2018-04-19 | 2018-10-02 | 中国建筑第八工程局有限公司 | Metal component surface plastering structure 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: 20121010 Termination date: 20210305 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |