CN214089303U - Rubble level road tooth node structure - Google Patents
Rubble level road tooth node structure Download PDFInfo
- Publication number
- CN214089303U CN214089303U CN202022393708.1U CN202022393708U CN214089303U CN 214089303 U CN214089303 U CN 214089303U CN 202022393708 U CN202022393708 U CN 202022393708U CN 214089303 U CN214089303 U CN 214089303U
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- China
- Prior art keywords
- rubble
- layer
- pavement layer
- concrete
- pavement
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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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- 239000002689 soil Substances 0.000 claims abstract description 15
- 238000000926 separation method Methods 0.000 claims abstract description 11
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 9
- 238000004873 anchoring Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 230000013011 mating Effects 0.000 claims description 6
- 239000011440 grout Substances 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 230000001012 protector Effects 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 239000011324 bead Substances 0.000 abstract description 6
- 239000007788 liquid Substances 0.000 abstract description 5
- 210000003205 muscle Anatomy 0.000 abstract description 3
- 208000004350 Strabismus Diseases 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model provides a rubble flat road tooth node structure, still be equipped with rubble separation subassembly between driving pavement layer and the pedestrian pavement layer, the top surface of this driving pavement layer is flushed with the top surface of pedestrian pavement layer, rubble separation subassembly includes rubble pavement layer, the concrete base, concrete seat thick liquid, the concrete angle bead, the anchor muscle, the concrete base deepens driving pavement layer and pedestrian pavement layer top surface below 150 jia 300mm, there are two rubble pavement layers through concrete seat thick liquid bonding above this concrete base, concrete seat thick liquid is equipped with the concrete angle bead in one side of rubble pavement layer on driving pavement layer, one side of rubble pavement layer on pedestrian pavement layer all, be equipped with the anchor muscle between this concrete angle bead and the concrete base, leave the seam between the adjacent rubble pavement concrete layer, the pavement seat thick liquid still sets up in the seam lower part, this seam upper portion is filled with planting soil layer, the planting soil layer is planted with a grass quilt.
Description
Technical Field
The utility model relates to a municipal garden engineering field especially relates to a rubble level road tooth node structure.
Background
In municipal garden engineering, rubble is often set up between lane and the pedestrian way in order to carry out the functional partitioning, but because lane load is big, long time just can make rubble take place to squint.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect with not enough, provide a rubble level road tooth node structure, this rubble level road tooth node structural design is reasonable, construction convenience, the steadiness can be superior.
In order to achieve the above object, the utility model adopts the following technical scheme: a rubble flat road tooth node structure comprises a driving pavement layer, a pedestrian pavement layer, a rubble separation assembly, a joint, a planting soil layer and a grass quilt; a rubble separation component is further arranged between the driving pavement layer and the pedestrian pavement layer, and the top surface of the driving pavement layer is flush with the top surface of the pedestrian pavement layer; the rubble separation component comprises a rubble paving layer, a concrete base, concrete base grout, concrete corner protectors and anchoring ribs; the concrete base penetrates into the driving pavement layer and the pedestrian pavement layer, the distance between the concrete base and the pedestrian pavement layer is 150-300mm below the top surface, and two rubble pavement layers are bonded above the concrete base through concrete base slurry; concrete angle guards are arranged on the concrete base grout on one side of the rubble pavement layer on the traveling pavement layer and one side of the rubble pavement layer on the pedestrian pavement layer, and anchoring ribs are arranged between the concrete angle guards and the concrete base; a joint is left between the adjacent rubble paving layers; the concrete base mortar is also arranged at the lower part of the joint, and a planting soil layer is filled at the upper part of the joint; the top surface of the planting soil layer is 10mm lower than that of the rubble pavement layer; the planting soil layer is planted with a grass quilt.
Preferably, the seam width is 10-20 mm.
Preferably, the top surface of the traffic pavement layer and the top surface of the pedestrian pavement layer are flush with the top surface of the rubble pavement layer.
The utility model has the advantages that: the rubble flat road tooth node is reasonable in structural design, convenient to construct and excellent in stability, and a grass quilt is arranged between adjacent rubble paving layers, so that the rubble flat road tooth node has a strong greening and attractive effect.
Drawings
Fig. 1 is a schematic structural diagram of a rubble flat road tooth node.
Wherein: 1 is the layer of mating formation of driving, 2 is the layer of mating formation of pedestrian, and 3 are rubble and separate the subassembly, and 31 are the layer of mating formation of rubble, and 32 is the concrete base, and 33 are concrete seat thick liquid, and 34 are concrete angle bead, and 35 are the anchor muscle, and 4 are the seam, and 5 are planting soil layer, and 6 are the grass quilt.
Detailed Description
The present invention will be described in further detail with reference to fig. 1.
As shown in fig. 1, a rubble flat road tooth node structure comprises a driving pavement layer 1, a pedestrian pavement layer 2, a rubble separation component 3, a joint 4, a planting soil layer 5 and a grass quilt 6; a rubble separation component 3 is further arranged between the driving pavement layer 1 and the pedestrian pavement layer 2, and the top surface of the driving pavement layer 1 is flush with the top surface of the pedestrian pavement layer 2; the rubble separation component 3 comprises a rubble paving layer 31, a concrete base 32, concrete base grout 33, concrete corner protectors 34 and anchoring ribs 35; the concrete base 32 extends into the lower part of the top surfaces of the traffic pavement layer 1 and the pedestrian pavement layer 2 by 150-300mm, and two rubble pavement layers 31 are bonded above the concrete base 32 through concrete base slurry 33; concrete angle beads 34 are arranged on one side of the rubble pavement layer 31 on the traveling pavement layer 1 and one side of the rubble pavement layer 31 on the pedestrian pavement layer 2 of the concrete base mortar 33, and anchoring ribs 35 are arranged between the concrete angle beads 34 and the concrete base 32; a joint 4 is left between the adjacent rubble paving layers 31; the concrete base mortar 33 is also arranged at the lower part of the joint 4, and the upper part of the joint 4 is filled with a planting soil layer 5; the top surface of the planting soil layer 5 is 10mm lower than the top surface of the rubble pavement layer 31; and the planting soil layer 5 is planted with a grass cover 6.
In specific implementation, the width of the seam 4 is 10-20 mm.
In specific implementation, the top surfaces of the driving pavement layer 1 and the pedestrian pavement layer 2 are flush with the top surface of the rubble pavement layer 31.
Claims (3)
1. A rubble level road tooth node structure which characterized in that: comprises a driving pavement layer, a pedestrian pavement layer, a rubble separation component, a joint, a planting soil layer and a grass quilt; a rubble separation component is further arranged between the driving pavement layer and the pedestrian pavement layer, and the top surface of the driving pavement layer is flush with the top surface of the pedestrian pavement layer; the rubble separation component comprises a rubble paving layer, a concrete base, concrete base grout, concrete corner protectors and anchoring ribs; the concrete base penetrates into the driving pavement layer and the pedestrian pavement layer, the distance between the concrete base and the pedestrian pavement layer is 150-300mm below the top surface, and two rubble pavement layers are bonded above the concrete base through concrete base slurry; concrete angle guards are arranged on the concrete base grout on one side of the rubble pavement layer on the traveling pavement layer and one side of the rubble pavement layer on the pedestrian pavement layer, and anchoring ribs are arranged between the concrete angle guards and the concrete base; a joint is left between the adjacent rubble paving layers; the concrete base mortar is also arranged at the lower part of the joint, and a planting soil layer is filled at the upper part of the joint; the top surface of the planting soil layer is 10mm lower than that of the rubble pavement layer; the planting soil layer is planted with a grass quilt.
2. The burr-road dental node structure of claim 1, wherein: the width of the seam is 10-20 mm.
3. The burr-road dental node structure of claim 1, wherein: the top surface of the layer of mating formation of driving and the top surface of the layer of mating formation of pedestrian still all level with the top surface of the layer of mating formation of rubble.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022393708.1U CN214089303U (en) | 2020-10-23 | 2020-10-23 | Rubble level road tooth node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022393708.1U CN214089303U (en) | 2020-10-23 | 2020-10-23 | Rubble level road tooth node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214089303U true CN214089303U (en) | 2021-08-31 |
Family
ID=77445123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022393708.1U Expired - Fee Related CN214089303U (en) | 2020-10-23 | 2020-10-23 | Rubble level road tooth node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214089303U (en) |
-
2020
- 2020-10-23 CN CN202022393708.1U patent/CN214089303U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20210831 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |