CN214694947U - Stone pavement slope longitudinal anti-slip structure - Google Patents
Stone pavement slope longitudinal anti-slip structure Download PDFInfo
- Publication number
- CN214694947U CN214694947U CN202023079239.2U CN202023079239U CN214694947U CN 214694947 U CN214694947 U CN 214694947U CN 202023079239 U CN202023079239 U CN 202023079239U CN 214694947 U CN214694947 U CN 214694947U
- Authority
- CN
- China
- Prior art keywords
- stone
- layer
- rubber pad
- shaped separation
- steel
- 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
- 239000004575 stone Substances 0.000 title claims abstract description 50
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000010410 layer Substances 0.000 claims abstract description 29
- 238000000926 separation method Methods 0.000 claims abstract description 24
- 239000002344 surface layer Substances 0.000 claims abstract description 15
- 239000011083 cement mortar Substances 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims abstract description 5
- 239000002023 wood Substances 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 11
- 230000015572 biosynthetic process Effects 0.000 claims description 10
- 230000013011 mating Effects 0.000 description 4
- 239000000428 dust Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model provides a stone paving slope longitudinal anti-slip structure, the stone paving slope is sequentially provided with a soil ramming layer, a concrete cushion layer, a fine aggregate concrete paving layer, a cement mortar bonding layer and a stone surface layer from bottom to top, an anti-slip component is longitudinally arranged on the adjacent stone surface layer, the anti-slip component comprises a U-shaped separation steel member, square wood, an anti-slip rubber pad, a steel framework, an expansion bolt and a screw, the U-shaped separation steel member is fixed on the top surface of the fine aggregate concrete paving layer through the expansion bolt, the notch of the U-shaped separation steel member is arranged towards the fine aggregate concrete paving layer, the square wood is arranged in the groove of the U-shaped separation steel member, the U-shaped separation steel member protrudes out of the top surface of the stone surface layer by 10-20mm, the top of the U-shaped separation steel member is fixed with the anti-slip rubber pad through the screw, the steel framework is arranged in the anti-slip rubber pad, the steel framework is composed of a C-shaped steel plate and anti-slip steel rods evenly distributed on two sides of the C-shaped steel plate, the top surface of the anti-skid rubber pad is also provided with semi-circle anti-skid projection structures which are uniformly distributed.
Description
Technical Field
The utility model relates to a building field especially relates to a stone material is mated formation domatic vertical anti-skidding structure.
Background
The stone material road surface of mating formation is one of common road surface pavement structure, sets up when the driving ramp when the stone material road surface of mating formation, takes place to skid for avoiding the stone material road surface of mating formation, often carries out the fluting processing at the stone material surface course, and the fluting has nevertheless increased the engineering volume more undoubtedly, and can produce a large amount of dust.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect with not enough, provide a stone material and mat formation domatic vertical anti-skidding structure, this stone material is mat formation domatic vertical anti-skidding structural design is reasonable, can prevent effectively that the stone material from mat formation domatic emergence phenomenon of skidding, and avoids producing the dust.
In order to achieve the above object, the utility model adopts the following technical scheme: a longitudinal anti-skid structure for a stone paved slope comprises a stone paved slope and an anti-skid component; the stone paved slope surface sequentially comprises a plain soil tamping layer, a concrete cushion layer, a fine stone concrete paving layer, a cement mortar bonding layer and a stone surface layer from bottom to top; the cement mortar bonding layer is arranged on the bottom surface of the stone surface layer, and the adjacent stone surface layers are longitudinally provided with anti-skidding components; the anti-skid component comprises a U-shaped separation steel component, square wood, an anti-skid rubber pad, a steel skeleton, expansion bolts and screws; the U-shaped separation steel member is fixed on the top surface of the fine aggregate concrete pavement layer through an expansion bolt, the notch of the U-shaped separation steel member is arranged towards the fine aggregate concrete pavement layer, and square timber is arranged in the groove of the U-shaped separation steel member; the U-shaped separation steel member protrudes 10-20mm from the top surface of the stone surface layer, and an anti-skid rubber pad is fixed at the top of the U-shaped separation steel member through screws; a steel skeleton is arranged in the anti-skid rubber pad and consists of a C-shaped steel plate and anti-skid steel rods uniformly distributed on two sides of the C-shaped steel plate; the top surface of the anti-skid rubber pad is also provided with semi-circular anti-skid protruding structures which are uniformly distributed.
Preferably, the slope of the stone paving slope surface is not more than 30%.
Preferably, the length of the anti-skid rubber pad is 250-350 mm.
The utility model has the advantages that: the longitudinal anti-slip structure for the stone paved slope surface is reasonable in design, the stone paved slope surface can be effectively prevented from slipping, and dust is avoided; meanwhile, the service life is long, and even if the anti-skid rubber pad is worn, the steel skeleton inside the anti-skid rubber pad can play a superior anti-skid effect.
Drawings
Fig. 1 is a schematic view of a longitudinal anti-slip structure of a stone paved slope.
FIG. 2 is a schematic view of a steel skeleton.
Fig. 3 is a schematic view of a stone paving slope.
Reference numerals: 1 is that the stone material is mated formation domatic, 11 is the plain soil tamped layer, 12 is the concrete cushion, 13 is the fine aggregate concrete layer of mating formation, 14 is the cement mortar tie coat, 15 is the stone material surface course, 2 is anti-skidding subassembly, 21 is the U type and separates the steel member, 22 is the square timber, 23 is anti-skidding rubber pad, 231 is half circular type anti-skidding lug structure, 24 is the steel skeleton, 241 is C shaped steel board, 242 is anti-skidding steel pole, 25 is expansion bolts, 26 is the screw.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings 1-3.
As shown in fig. 1-3, a longitudinal anti-slip structure for a stone paved slope comprises a stone paved slope 1 and an anti-slip component 2; the stone paved slope 1 comprises a plain soil tamping layer 11, a concrete cushion layer 12, a fine stone concrete paving layer 13, a cement mortar bonding layer 14 and a stone surface layer 15 from bottom to top in sequence; the cement mortar bonding layer 14 is arranged on the bottom surface of the stone surface layer 15, and the anti-skidding component 2 is longitudinally arranged on the adjacent stone surface layer 15; the anti-skid component 2 comprises a U-shaped separation steel component 21, square timbers 22, an anti-skid rubber pad 23, a steel framework 24, an expansion bolt 25 and a screw 26; the U-shaped separation steel member 21 is fixed on the top surface of the fine aggregate concrete pavement layer 13 through expansion bolts 25, the notch of the U-shaped separation steel member 21 is arranged towards the fine aggregate concrete pavement layer 13, and square timbers 22 are arranged in the groove of the U-shaped separation steel member 21; the U-shaped separation steel member 21 protrudes 10-20mm from the top surface of the stone surface layer 15, and an anti-skid rubber pad 23 is fixed on the top of the U-shaped separation steel member 21 through a screw 26; a steel skeleton 24 is arranged in the anti-skid rubber pad 23, and the steel skeleton 24 is composed of a C-shaped steel plate 241 and anti-skid steel rods 242 uniformly distributed on two sides of the C-shaped steel plate 241; the top surface of the anti-skid rubber pad 23 is also provided with semi-circular anti-skid protrusion structures 231 which are uniformly distributed.
In specific implementation, the slope of the stone paving slope surface 1 is not more than 30%.
In specific implementation, the length of the anti-skid rubber pad 23 is 250-350 mm.
Above is the preferred embodiment of the utility model, not limit according to this the utility model discloses a protection scope, the event: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (3)
1. The utility model provides a domatic vertical anti-skidding structure is mated formation to stone material which characterized in that: comprises a stone paving slope surface and an anti-skid component; the stone paved slope surface sequentially comprises a plain soil tamping layer, a concrete cushion layer, a fine stone concrete paving layer, a cement mortar bonding layer and a stone surface layer from bottom to top; the cement mortar bonding layer is arranged on the bottom surface of the stone surface layer, and the adjacent stone surface layers are longitudinally provided with anti-skidding components; the anti-skid component comprises a U-shaped separation steel component, square wood, an anti-skid rubber pad, a steel skeleton, expansion bolts and screws; the U-shaped separation steel member is fixed on the top surface of the fine aggregate concrete pavement layer through an expansion bolt, the notch of the U-shaped separation steel member is arranged towards the fine aggregate concrete pavement layer, and square timber is arranged in the groove of the U-shaped separation steel member; the U-shaped separation steel member protrudes 10-20mm from the top surface of the stone surface layer, and an anti-skid rubber pad is fixed at the top of the U-shaped separation steel member through screws; a steel skeleton is arranged in the anti-skid rubber pad and consists of a C-shaped steel plate and anti-skid steel rods uniformly distributed on two sides of the C-shaped steel plate; the top surface of the anti-skid rubber pad is also provided with semi-circular anti-skid protruding structures which are uniformly distributed.
2. The longitudinal anti-slip structure for the stone paving slope surface as claimed in claim 1, wherein: the slope of the stone paving slope surface is not more than 30%.
3. The longitudinal anti-slip structure for the stone paving slope surface as claimed in claim 1, wherein: the length of the anti-skid rubber pad is 250-350 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023079239.2U CN214694947U (en) | 2020-12-17 | 2020-12-17 | Stone pavement slope longitudinal anti-slip structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023079239.2U CN214694947U (en) | 2020-12-17 | 2020-12-17 | Stone pavement slope longitudinal anti-slip structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214694947U true CN214694947U (en) | 2021-11-12 |
Family
ID=78559067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023079239.2U Expired - Fee Related CN214694947U (en) | 2020-12-17 | 2020-12-17 | Stone pavement slope longitudinal anti-slip structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214694947U (en) |
-
2020
- 2020-12-17 CN CN202023079239.2U patent/CN214694947U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221214 Address after: 314000 No. 98, Sangzi Road North, zhouwangmiao Town, Haining City, Jiaxing City, Zhejiang Province Patentee after: ZHEJIANG JINGHUA CONSTRUCTION Co.,Ltd. Address before: No.22, zhaiwei, Lingbei village, Yuanzhuang Town, Xianyou County, Putian City, Fujian Province Patentee before: Zhuo Siqun |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211112 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |