CN209538003U - A kind of road gap filling repairing structure - Google Patents
A kind of road gap filling repairing structure Download PDFInfo
- Publication number
- CN209538003U CN209538003U CN201920144935.5U CN201920144935U CN209538003U CN 209538003 U CN209538003 U CN 209538003U CN 201920144935 U CN201920144935 U CN 201920144935U CN 209538003 U CN209538003 U CN 209538003U
- Authority
- CN
- China
- Prior art keywords
- slot
- cementation
- line
- road
- limbers
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of road gap fillings to repair structure, including slot and road, the slot is located in road, the bottom of the slot is placed with hydrophobic sponge, the upper end of the hydrophobic sponge is laterally fixed with the second filter, the upper end of second filter is filled with boulder bed, the upper end of the boulder bed is laterally fixed with the first filter, the upper end of first filter is filled with cementation of fissures glue-line, the upper end both side surface of the cementation of fissures glue-line offers limbers, and cementation of fissures glue-line is vertically run through in limbers, the limbers is multiple.The utility model offers limbers by the upper end both side surface in cementation of fissures glue-line, and limbers is made vertically to run through cementation of fissures glue-line, after base joint grouting glue repairs gap when rain weather, ponding can enter in slot along limbers, and pass sequentially through the bottom of boulder bed and hydrophobic sponge inflow slot, and be finally discharged from the two sides of road, prevent road ponding that can not be discharged.
Description
Technical field
The utility model relates to road rehabilitation technical field, specially a kind of road gap filling repairs structure.
Background technique
Have an impact the beauty of road currently, various cracks occurs in cement pavement, and reduce the service life on road surface, causes
There are many reason of pavement crack, in the case where traffic now is increasingly noisy, may further deteriorate, repair now to gap
Compensating method is to use the method reparation for filling out base joint grouting glue, but base joint grouting glue solidification rear surface water flowing is poor, will affect road mostly
The draining on surface keeps road surface relatively more sliding, be easy to cause traffic accident.Therefore, it is proposed that a kind of road gap filling is repaired
Mend structure.
Utility model content
The purpose of this utility model is to provide a kind of road gap fillings to repair structure, by the upper end of cementation of fissures glue-line
Both side surface offers limbers, and limbers is made vertically to run through cementation of fissures glue-line, rain after base joint grouting glue repairs gap
When weather, ponding can enter in slot along limbers, and pass sequentially through the bottom of boulder bed and hydrophobic sponge inflow slot, and
It is finally discharged from the two sides of road, prevents road ponding that can not be discharged, solve the problems, such as proposed in background technique.
To achieve the above object, the utility model provides the following technical solutions: a kind of road gap filling repairing structure, packet
Include slot and road, the slot is located in road, and the bottom of the slot is placed with hydrophobic sponge, the hydrophobic sponge it is upper
End is laterally fixed with the second filter, and the upper end of second filter is filled with boulder bed, and the upper end of the boulder bed is laterally fixed
There is the first filter, the upper end of first filter is filled with cementation of fissures glue-line, and the upper end both side surface of the cementation of fissures glue-line opens up
There is limbers, and cementation of fissures glue-line is vertically run through in limbers, the limbers is multiple, and multiple limbers are evenly distributed in filling
Stitch the two sides of glue-line.
As a kind of preferred embodiment of the utility model, the surface of the cementation of fissures glue-line is fixed with sandstone, the sand
Stone is multiple, and multiple sandstones are uniformly adhered to the surface of cementation of fissures glue-line.
As a kind of preferred embodiment of the utility model, the bottom surface of the slot is attached with waterproof layer, described
The main component of waterproof layer is pitch.
As a kind of preferred embodiment of the utility model, the width of the slot is 4-8cm, and the upper end ratio of slot
The wide 0.5cm in the lower end of slot.
As a kind of preferred embodiment of the utility model, the thickness of the cementation of fissures glue-line and boulder bed is 3cm, institute
State hydrophobic sponge with a thickness of 2cm.
Compared with prior art, the beneficial effects of the utility model are as follows:
1. the road gap filling of the utility model repairs structure, opened up by the upper end both side surface in cementation of fissures glue-line
There is limbers, and limbers is made vertically to run through cementation of fissures glue-line, after base joint grouting glue repairs gap when rain weather, ponding can be suitable
Limbers enter in slot, and pass sequentially through the bottom that boulder bed and hydrophobic sponge flow into slot, and finally from the two of road
Side discharge, prevents road ponding that can not be discharged.
2. the road gap filling of the utility model repairs structure, by being fixed with sandstone on the surface of cementation of fissures glue-line, and
The surface for the encapsulating glue-line for being uniformly adhered to multiple sandstones can increase the degree of roughness of encapsulating film surface, in vehicle
At road traveling to encapsulating glue-line upper end, it is ensured that wheel will not skid.
3. the road gap filling of the utility model repairs structure, waterproof layer is attached with by the bottom surface in slot,
When the ponding on road surface is entered in slot by limbers, the waterproof layer of bottom can prevent moisture from entering road bottom
In soil, water flow is avoided to destroy roadbed.
Detailed description of the invention
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon:
Fig. 1 is the overall structure diagram that the utility model road gap filling repairs structure；
Fig. 2 is the upper end face structural schematic diagram that the utility model road gap filling repairs structure.
In figure: 1, slot；2, road；3, hydrophobic sponge；4, waterproof layer；5, sandstone；6, cementation of fissures glue-line；7, the first filter；
8, boulder bed；9, the second filter；10, limbers.
Specific embodiment
To be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, below
In conjunction with specific embodiment, the utility model is further described.
The utility model provides a kind of technical solution referring to FIG. 1-2: a kind of road gap filling repairing structure, including
Slot 1 and road 2, the slot 1 are located in road 2, and the bottom of the slot 1 is placed with hydrophobic sponge 3, the hydrophobic sponge
3 upper end is laterally fixed with the second filter 9, and the upper end of second filter 9 is filled with boulder bed 8, the upper end of the boulder bed 8
It is laterally fixed with the first filter 7, the upper end of first filter 7 is filled with cementation of fissures glue-line 6, the upper end two of the cementation of fissures glue-line 6
Side surface offers limbers 10, and cementation of fissures glue-line 6 is vertically run through in limbers 10, and the limbers 10 is multiple and multiple
Limbers 10 is evenly distributed in the two sides of cementation of fissures glue-line 6.
(Fig. 1 and Fig. 2 are please referred to) in the present embodiment, and limbers is offered by the upper end both side surface in cementation of fissures glue-line 6
10, and make limbers 10 vertically through cementation of fissures glue-line 6, after base joint grouting glue repairs gap when rain weather, ponding can be along
Limbers 10 enters in slot 1, and passes sequentially through the bottom of boulder bed 8 and the inflow slot 1 of hydrophobic sponge 3, and finally from road
Two sides discharge, prevent road ponding that can not be discharged.
Wherein, the surface of the cementation of fissures glue-line 6 is fixed with sandstone 5, and the sandstone 5 is multiple, and multiple sandstones 5 are uniform
It is attached to the surface of cementation of fissures glue-line 6.
(Fig. 1 and Fig. 2 are please referred to) in the present embodiment by being fixed with sandstone 5 on the surface of cementation of fissures glue-line 6, and make multiple sand
The surface for the encapsulating glue-line 6 that stone 5 is uniformly adhered to, can increase the degree of roughness on 6 surface of encapsulating glue-line, in vehicle on road surface
When traveling to encapsulating 6 upper end of glue-line, it is ensured that wheel will not skid.
Wherein, the bottom surface of the slot 1 is attached with waterproof layer 4, and the main component of the waterproof layer 4 is pitch.
(Fig. 1 is please referred to) in the present embodiment by being attached with waterproof layer 4 in the bottom surface of slot 1, when the product on road surface
When water is entered in slot 1 by limbers 10, the waterproof layer 4 of bottom can prevent moisture from entering in the soil of road bottom,
Water flow is avoided to destroy roadbed.
Wherein, the width of the slot 1 is 4-8cm, and the upper end of slot 1 is 0.5cm wider than the lower end of slot 1.
Wherein, the thickness of the cementation of fissures glue-line 6 and boulder bed 8 is 3cm, the hydrophobic sponge 3 with a thickness of 2cm.
When a kind of road gap filling repairing structure uses, the top half fluting of slot 1 is made into its ratio first
The bottom of slot 1 is slightly larger, and the structure that then will be constructed into specification in slot 1 can beautify gap, in rainwater weather,
The ponding on road surface can be entered in slot 1 by limbers 10, successively after boulder bed 8 and hydrophobic sponge 3, enter slot
4 upper end of waterproof layer of 1 bottom, last rainwater are discharged out of slot 1 to the two sides on road surface, when vehicle travels, 6 table of cementation of fissures glue-line
The sandstone in face can increase the frictional force on its surface, prevent wheel-slip.
The basic principles and main features of the present invention and the advantages of the present invention have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case where the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent elements of the claims
All changes are embraced therein.It should not treat any reference in the claims as limiting related right
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (5)
1. a kind of road gap filling repairs structure, including slot (1) and road (2), it is characterised in that: slot (1) position
In road (2), the bottom of the slot (1) is placed with hydrophobic sponge (3), and the upper end of the hydrophobic sponge (3) is laterally fixed
Have the second filter (9), the upper end of second filter (9) is filled with boulder bed (8), and the upper end of the boulder bed (8) is laterally solid
Surely have the first filter (7), the upper end of first filter (7) is filled with cementation of fissures glue-line (6), the upper end of the cementation of fissures glue-line (6)
Both side surface offers limbers (10), and limbers (10) vertically run through cementation of fissures glue-line (6), and the limbers (10) is more
It is a, and multiple limbers (10) are evenly distributed in the two sides of cementation of fissures glue-line (6).
2. a kind of road gap filling according to claim 1 repairs structure, it is characterised in that: the cementation of fissures glue-line (6)
Surface be fixed with sandstone (5), the sandstone (5) be it is multiple, and multiple sandstones (5) are uniformly adhered to cementation of fissures glue-line (6)
Surface.
3. a kind of road gap filling according to claim 1 repairs structure, it is characterised in that: the bottom of the slot (1)
Portion surface is attached with waterproof layer (4), and the main component of the waterproof layer (4) is pitch.
4. a kind of road gap filling according to claim 1 repairs structure, it is characterised in that: the width of the slot (1)
Degree is 4-8cm, and the upper end of slot (1) is 0.5cm wider than the lower end of slot (1).
5. a kind of road gap filling according to claim 1 repairs structure, it is characterised in that: the cementation of fissures glue-line (6)
Thickness with boulder bed (8) is 3cm, the hydrophobic sponge (3) with a thickness of 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920144935.5U CN209538003U (en) | 2019-01-28 | 2019-01-28 | A kind of road gap filling repairing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920144935.5U CN209538003U (en) | 2019-01-28 | 2019-01-28 | A kind of road gap filling repairing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209538003U true CN209538003U (en) | 2019-10-25 |
Family
ID=68271923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920144935.5U Expired - Fee Related CN209538003U (en) | 2019-01-28 | 2019-01-28 | A kind of road gap filling repairing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209538003U (en) |
-
2019
- 2019-01-28 CN CN201920144935.5U patent/CN209538003U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101148856B (en) | Asphalt macadam stress absorption layer and construction method thereof | |
| CN201280677Y (en) | Improved ultrathin antiskid paving structure of epoxy resins | |
| CN107476164B (en) | Embedded ultra-thin wearing layer and its construction method for road upper layer | |
| CN107805987A (en) | The hassock layer Foam lightweight soil road structure and construction method in deep soft foundation section | |
| CN107190604B (en) | A kind of bicycle expressway girder steel paving structure and its paving method | |
| CN206328650U (en) | A kind of highway subgrade pipe strengthening structure | |
| CN112281572A (en) | Construction method of stress absorbing layer asphalt pavement | |
| CN209538003U (en) | A kind of road gap filling repairing structure | |
| CN107964874A (en) | A kind of assembly concrete guardrail construction method | |
| CN209555695U (en) | A kind of assembled composite permeable pavement structure | |
| CN207452609U (en) | A kind of hassock layer Foam lightweight soil road structure in deep soft foundation section | |
| CN207176527U (en) | Bridge Crack bracing means | |
| CN206266985U (en) | A kind of new automobile stone material pits rampway structure | |
| CN203795263U (en) | ECC durable colored pavement structure | |
| CN207749382U (en) | A kind of drainage pavement structure in sponge city | |
| CN203346758U (en) | Pervious sidewalk structure | |
| CN107288007A (en) | A kind of asphalt paving structure with safeguard measure | |
| CN208088158U (en) | A kind of railway overpass wind prevention and sand resistance plate | |
| CN209099091U (en) | A kind of pavement structure of suitable water country and town style and features | |
| CN208668211U (en) | A kind of people's row porous pavement | |
| CN207193694U (en) | A kind of asphalt paving structure with safeguard measure | |
| CN203411895U (en) | Drainage facility for highway bridge floor | |
| CN207017100U (en) | A kind of bicycle expressway girder steel paving structure | |
| CN209099797U (en) | A kind of lossless reparation structure of building basement foig | |
| CN205934635U (en) | Roller compacted concrete interlayer structure suitable for arch slope highway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191025 Termination date: 20210128 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |