CN207919274U - A kind of anti-crack concrete layer structure - Google Patents
A kind of anti-crack concrete layer structure Download PDFInfo
- Publication number
- CN207919274U CN207919274U CN201820059835.8U CN201820059835U CN207919274U CN 207919274 U CN207919274 U CN 207919274U CN 201820059835 U CN201820059835 U CN 201820059835U CN 207919274 U CN207919274 U CN 207919274U
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- China
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- layer
- concrete
- waling
- cross reinforcing
- base layer
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Abstract
The utility model is related to a kind of anti-crack concrete layer structures,Concrete base layer inner cavity is equipped with the cross reinforcing and waling of crisscross distribution,Cross reinforcing is set as being welded to connect with waling,Concrete is filled between cross reinforcing and waling,Concrete base layer side is attached with impervious barrier,The concrete base layer other side is attached with waterproof layer,Waling connects wear-resisting decorative layer on the outside of the waterproof layer,Concrete base layer both ends are equipped with the cross reinforcing stretched out,So that the more convenient and fastening of concrete layer and concrete layer,The structure design of cross reinforcing and waling,Effectively increase the cracking resistance compressive property of concrete,It is measuring body to play the role of reduction concrete cracking,The effective usage time for extending concrete layer,It is reasonable in design ingenious,The change of current for being highly suitable for bearing big load becomes the places such as carrying square,It is highly practical.
Description
Technical field
The utility model is related to a kind of anti-crack concrete layer structures, belong to mechanical engineering technical field.
Background technology
Change of current change carrying square area is big, and will bear a large amount of load soon after building up, and becomes entire current conversion station table
Appearance quality and entity quality most intuitively reflect, and large area, thin concrete topping nature are crisp, easy fracture, add
There are a variety of different materials, such as rail, angle steel, macromolecule cover board etc. in the layer of change of current change carrying square face, in natural environment
In, since the expand with heat and contract with cold difference of performance of material itself easily leads to surface cracking, these factors may all cause the entire change of current to become
The square face layer of carrying generates a large amount of crack, for this purpose, we providing a kind of anti-crack concrete layer structure.
Utility model content
The technical problems to be solved in the utility model overcomes existing defect, provides a kind of anti-crack concrete layer structure, leads to
The outer stretching structure design for crossing cross reinforcing connect the design of wear-resisting decorative layer with waling so that concrete layer with it is mixed
The more convenient and fastening of solidifying soil layer, the structure design of cross reinforcing and waling effectively increase concrete
Cracking resistance compressive property, plays the role of reducing that concrete cracking is measuring body, and the effective usage time for extending concrete layer, structure is set
Meter is rationally ingenious, and the change of current for being highly suitable for bearing big load becomes the places such as carrying square, highly practical, can effectively solve to carry on the back
The problems in scape technology.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution：
A kind of anti-crack concrete layer structure, including concrete base layer, the concrete base layer inner cavity are equipped with crisscross point
The cross reinforcing and waling of cloth, the cross reinforcing are set as being welded to connect with waling, and the transverse direction adds
Concrete is filled between strengthening tendons and waling, the concrete base layer side is attached with impervious barrier, the coagulation soil matrix
The layer other side is attached with waterproof layer, and the waling connects wear-resisting decorative layer, the coagulation on the outside of the waterproof layer
Soil matrix layer both ends are equipped with the cross reinforcing stretched out.
Furthermore, the concrete base layer is set as concrete-polypropylene anti-crack fiber composite layer.
Furthermore, the thickness of the concrete base layer is 100-150 millimeters.
Furthermore, the wear-resisting decorative layer is set as diamond dust material composition, and thickness is set as 4-7 millimeters.
Furthermore, the waterproof layer is all made of asphalt material with impervious barrier, and thickness is set as 3-5 millimeters.
Furthermore, it is equipped with the connecting hole to match with the waling structure on the inside of the wear-resisting decorative layer.
The utility model advantageous effect：The utility model by the outer stretching structure design of cross reinforcing with it is longitudinally reinforced
Muscle connects the design of wear-resisting decorative layer so that the more convenient and fastening of concrete layer and concrete layer, cross reinforcing with it is vertical
To the structure design of reinforcing rib, the cracking resistance compressive property of concrete is effectively increased, it is measuring body to play reduction concrete cracking
Effect, the effective usage time for extending concrete layer is reasonable in design ingenious, is highly suitable for bearing the change of current of big load
Become and carries the places such as square, it is highly practical.
Description of the drawings
Attached drawing is used to provide a further understanding of the present invention, and a part for constitution instruction, with this practicality
Novel embodiment for explaining the utility model, does not constitute limitations of the present invention together.
Fig. 1 is a kind of anti-crack concrete layer structure structure chart of the utility model.
Figure label：1, concrete base layer；2, cross reinforcing；3, waling；4, impervious barrier；5, waterproof layer；6、
Wear-resisting decorative layer.
Specific implementation mode
The preferred embodiment of the utility model is illustrated below in conjunction with attached drawing, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
As shown in Figure 1, including concrete base layer 1, the transverse direction that 1 inner cavity of the concrete base layer is equipped with crisscross distribution adds
Strengthening tendons 2 and waling 3, the structure design of cross reinforcing 2 and waling 3 effectively increase the anti-of concrete
Compressive property is split, the cross reinforcing 2 is set as being welded to connect with waling 3, and structure connection more fastens, and facilitates life
Production makes, and concrete is filled between the cross reinforcing 2 and waling 3,1 side of the concrete base layer is attached with
Impervious barrier 4 can prevent moisture from penetrating into the corrosion of cross reinforcing 2 and waling 3, cause the concrete base layer 1 another
Side is attached with waterproof layer 5, can prevent moisture from penetrating into the corrosion of cross reinforcing 2 and waling 3, described longitudinally reinforced
Muscle 3 connects wear-resisting decorative layer 6 through 5 outside of the waterproof layer, has the advantages that wear-resistant pressure-resistant, reduction dust and surface are hard,
1 both ends of the concrete base layer are equipped with the cross reinforcing 2 stretched out so that concrete layer and concrete layer it is more convenient with it is tight
Gu.
More specifically, the concrete base layer 1 is set as concrete-polypropylene anti-crack fiber composite layer, and it is mixed to play reduction
The effect of solidifying soil cracking, the thickness of the concrete base layer 1 is 100-150 millimeters, and the wear-resisting decorative layer 6 is set as Buddha's warrior attendant sand material
Matter forms, and thickness is set as 4-7 millimeter, and the waterproof layer 5 is all made of asphalt material with impervious barrier 4, with good caking property,
Plasticity, water-resistance, anti-corrosive properties and durability, and thickness is set as 3-5 millimeters, 6 inside of the wear-resisting decorative layer is equipped with indulges with described
The connecting hole to match to 3 structure of reinforcing rib.
The utility model improve in：When in use, pass through the outer stretching structure design and waling of cross reinforcing 2
The design of the 3 wear-resisting decorative layers of connection 6 so that the more convenient and fastening of concrete layer and concrete layer, cross reinforcing 2 with it is vertical
To the structure design of reinforcing rib 3, the cracking resistance compressive property of concrete is effectively increased, it is measuring body to play reduction concrete cracking
Effect, the effective usage time for extending concrete layer is reasonable in design ingenious, is highly suitable for bearing the change of current of big load
Become and carries the places such as square, it is highly practical.
It is above the preferable embodiment of the utility model, the utility model those skilled in the art can also be to upper
It states embodiment to change and change, therefore, the utility model is not limited to above-mentioned specific implementation mode, every ability
Field technique personnel on the basis of the utility model made by any conspicuously improved, replacement or modification belong to this practicality
Novel protection domain.
Claims (6)
1. a kind of anti-crack concrete layer structure, including concrete base layer（1）, it is characterised in that：The concrete base layer（1）Inner cavity
Cross reinforcing equipped with crisscross distribution（2）With waling（3）, the cross reinforcing（2）With waling
（3）It is set as being welded to connect, the cross reinforcing（2）With waling（3）Between be filled with concrete, the coagulation soil matrix
Layer（1）Side is attached with impervious barrier（4）, the concrete base layer（1）The other side is attached with waterproof layer（5）, described longitudinally reinforced
Muscle（3）Through the waterproof layer（5）Outside connects wear-resisting decorative layer（6）, the concrete base layer（1）Both ends are equipped with the cross stretched out
To reinforcing rib（2）.
2. a kind of anti-crack concrete layer structure according to claim 1, it is characterised in that：The concrete base layer（1）If
For concrete-polypropylene anti-crack fiber composite layer.
3. a kind of anti-crack concrete layer structure according to claim 1, it is characterised in that：The concrete base layer（1）'s
Thickness is 100-150 millimeters.
4. a kind of anti-crack concrete layer structure according to claim 1, it is characterised in that：The wear-resisting decorative layer（6）If
It is formed for diamond dust material, and thickness is set as 4-7 millimeters.
5. a kind of anti-crack concrete layer structure according to claim 1, it is characterised in that：The waterproof layer（5）With antiseepage
Layer（4）It is all made of asphalt material, and thickness is set as 3-5 millimeters.
6. a kind of anti-crack concrete layer structure according to claim 1, it is characterised in that：The wear-resisting decorative layer（6）It is interior
Side is equipped with and the waling（3）The connecting hole that structure matches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820059835.8U CN207919274U (en) | 2018-01-15 | 2018-01-15 | A kind of anti-crack concrete layer structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820059835.8U CN207919274U (en) | 2018-01-15 | 2018-01-15 | A kind of anti-crack concrete layer structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207919274U true CN207919274U (en) | 2018-09-28 |
Family
ID=63616500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820059835.8U Expired - Fee Related CN207919274U (en) | 2018-01-15 | 2018-01-15 | A kind of anti-crack concrete layer structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207919274U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763562A (en) * | 2019-01-28 | 2019-05-17 | 泰州职业技术学院 | A kind of anti-crack concrete layer structure |
-
2018
- 2018-01-15 CN CN201820059835.8U patent/CN207919274U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763562A (en) * | 2019-01-28 | 2019-05-17 | 泰州职业技术学院 | A kind of anti-crack concrete layer structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180928 Termination date: 20200115 |