CN202039339U - Folding reinforced belt - Google Patents
Folding reinforced belt Download PDFInfo
- Publication number
- CN202039339U CN202039339U CN2011201240555U CN201120124055U CN202039339U CN 202039339 U CN202039339 U CN 202039339U CN 2011201240555 U CN2011201240555 U CN 2011201240555U CN 201120124055 U CN201120124055 U CN 201120124055U CN 202039339 U CN202039339 U CN 202039339U
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- China
- Prior art keywords
- reinforced
- reinforced bands
- belt
- plastic protective
- protective layer
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- Expired - Fee Related
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Abstract
The utility model discloses a folding reinforced belt which comprises belted plastic protective layers and reinforced materials embedded in the plastic protective layers; a reinforced belt unit is formed by one plastic protective layer and one reinforced material; the reinforced belt is formed by at least two side-by-side reinforced belt units; and the adjacent reinforced belt units are connected through a connecting belt. The connecting belt and the plastic protective layers are made of the same materials and are integrally formed. The reinforced belt is easy to fold at the position of the connecting belt, thereby facilitating the connection between two adjacent panels through the reinforced belt in the engineering construction, so that the construction technology is simplified, and the construction difficulty is lowered. Through the employment of the reinforced belt, all the panels, the reinforced belt and filler form an organic interlocked and integrated retaining wall; and the construction difficulty is lowered, and the engineering quality is improved at the same time.
Description
Technical field
The utility model relates to the Reinforced Material with Clay Engineering reinforced bands, and this reinforced bands is collapsible, belongs to the Reinforced Material with Clay Engineering technical field.
Background technology
Be extensive use of reinforcement material at present in the Reinforced Material with Clay Engineering of China, a kind of is netted geo-grid, and a kind of is the reinforced bands of strip.Netted geo-grid reinforcement is mainly used in the reinforcing of roadbed, and the reinforced bands of strip is mainly used in the retaining wall of high embankment, is particularly highly widely applying the strip-type reinforced bands aspect the rectilinear retaining wall more than 10 meters.Present widely used reinforced bands all is to be composited by high molecule plastic topping and reinforcement material, and reinforcement material is evenly arranged in the clad material, and reinforcement material mainly contains steel wire, steel strand, plastic optical fibre etc.In the engineering construction, because reinforcement material will be connected with the barricade panel, also to be connected between panel and the panel, this traditional reinforced bands can only be connected with panel, thereby can not make whole front panel, reinforced bands and filler form the whole retaining wall of an organically mutual interlocking, both increase difficulty of construction, also limited the range of application of reinforced bands.
The utility model content
At the prior art above shortcomings, the purpose of this utility model just is to provide a kind of can simplify engineering construction, improves the collapsible reinforced bands of engineering stability.
To achieve these goals, the technical solution adopted in the utility model is such: collapsible reinforced bands, comprise banded plastic protective layer and reinforcement material, and reinforcement material is embedded in plastic protective layer; Described plastic protective layer and reinforcement material constitute a reinforced bands unit; this reinforced bands is made of at least two reinforced bands unit side by side; connect by connecting band between the adjacent two reinforced bands unit, described connecting band and plastic protective layer are same material and one-body molded.
The thickness of described connecting band is less than the thickness of plastic protective layer.
Described connecting band is provided with some through holes along its length evenly and at intervals.
Be formed with the coarse regular decorative pattern that is used to increase frictional force on the reinforced bands surface.
Compared with prior art, advantage of the present utility model is:
1. this reinforced bands is made of at least two reinforced bands unit side by side, connect by connecting band between the adjacent two reinforced bands unit, therefore this reinforced bands is folding in the connecting band position easily, be convenient in engineering construction, connect two adjacent panels by reinforced bands, simplify construction technology, reduced difficulty of construction.
2. on connecting band, establish through hole, can form the structure of muscle band and the mutual interlocking of filler after the construction, can increase the adhesion of reinforced bands and filler (soil body) greatly.
3. form coarse regular decorative pattern on the reinforced bands surface, can further increase the adhesion of reinforced bands and filler (soil body).
In a word, the use of this reinforced bands with making whole front panel, reinforced bands and filler form the whole retaining wall of an organically mutual interlocking, when reducing difficulty of construction, has also improved workmanship.
Description of drawings
Fig. 1-the utility model structural representation.
Fig. 2-Figure 1A-A sectional view.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Referring to Fig. 1 and Fig. 2, the collapsible reinforced bands of the utility model comprises banded plastic protective layer 1 and reinforcement material 2, and reinforcement material 2 is embedded in plastic protective layer 1, and described plastic protective layer 1 and reinforcement material 2 constitute a reinforced bands unit 3.This reinforced bands constitutes (being two unit on the figure) by at least two reinforced bands unit 3 side by side, connects by connecting band 4 between the adjacent two reinforced bands unit 3, and described connecting band 4 is a same material and one-body molded with plastic protective layer 1.The thickness of described connecting band 4 makes reinforced bands to fold in the connecting band position less than the thickness of plastic protective layer 1.So that in engineering construction, connect two adjacent panels by reinforced bands, thus engineering construction process simplified, and improve engineering stability.
See Fig. 1, connecting band 4 be provided with evenly and at intervals along its length some through hole 5(rectangular openings, elliptical aperture all can).Be formed with the coarse regular decorative pattern that is used to increase frictional force simultaneously on the reinforced bands surface.This improvement can strengthen the adhesion of reinforced bands and filler (soil body) greatly.
In addition, the quantity of the utility model reinforced bands unit can be provided with the 2-4 group as required, even more, and the reinforcement material in each reinforced bands unit can be made up of the 5-20 root according to intensity.
Explanation is at last, above embodiment is only unrestricted in order to the explanation the technical solution of the utility model, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can make amendment or be equal to replacement the technical solution of the utility model, and not breaking away from the aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of the claim scope of the present utility model.
Claims (4)
1. collapsible reinforced bands; comprise banded plastic protective layer (1) and reinforcement material (2); reinforcement material (2) is embedded in plastic protective layer (1); it is characterized in that: described plastic protective layer and reinforcement material constitute a reinforced bands unit (3); this reinforced bands is made of at least two reinforced bands unit side by side; connect by connecting band (4) between the adjacent two reinforced bands unit (3), described connecting band (4) is a same material and one-body molded with plastic protective layer (1).
2. collapsible reinforced bands according to claim 1 is characterized in that: described connecting band (4) is provided with some through holes (5) along its length evenly and at intervals.
3. collapsible reinforced bands according to claim 1 and 2 is characterized in that: the thickness of described connecting band is less than the thickness of plastic protective layer.
4. collapsible reinforced bands according to claim 3 is characterized in that: be formed with the coarse regular decorative pattern that is used to increase frictional force on the reinforced bands surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201240555U CN202039339U (en) | 2011-04-25 | 2011-04-25 | Folding reinforced belt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201240555U CN202039339U (en) | 2011-04-25 | 2011-04-25 | Folding reinforced belt |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202039339U true CN202039339U (en) | 2011-11-16 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011201240555U Expired - Fee Related CN202039339U (en) | 2011-04-25 | 2011-04-25 | Folding reinforced belt |
Country Status (1)
Country | Link |
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CN (1) | CN202039339U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102561388A (en) * | 2012-02-17 | 2012-07-11 | 燕山大学 | Combined steel-plastic composite lacing bar |
CN102877468A (en) * | 2012-01-19 | 2013-01-16 | 杜运兴 | Non-adhesion prestressing reinforcement material |
CN107002378A (en) * | 2014-12-11 | 2017-08-01 | 韩福斯股份有限公司 | The construction method of reinforced earth retaining wall surface layer part, the reinforced earth retaining wall structure using the surface layer part and reinforced earth retaining wall ribbon-like fibre reinforcing material |
-
2011
- 2011-04-25 CN CN2011201240555U patent/CN202039339U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102877468A (en) * | 2012-01-19 | 2013-01-16 | 杜运兴 | Non-adhesion prestressing reinforcement material |
CN102877468B (en) * | 2012-01-19 | 2015-04-08 | 湖南大学 | Non-adhesion prestressing reinforcement material |
CN102561388A (en) * | 2012-02-17 | 2012-07-11 | 燕山大学 | Combined steel-plastic composite lacing bar |
CN107002378A (en) * | 2014-12-11 | 2017-08-01 | 韩福斯股份有限公司 | The construction method of reinforced earth retaining wall surface layer part, the reinforced earth retaining wall structure using the surface layer part and reinforced earth retaining wall ribbon-like fibre reinforcing material |
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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: 20111116 Termination date: 20160425 |