CN206204962U - High-strength road slope protection - Google Patents
High-strength road slope protection Download PDFInfo
- Publication number
- CN206204962U CN206204962U CN201621276921.1U CN201621276921U CN206204962U CN 206204962 U CN206204962 U CN 206204962U CN 201621276921 U CN201621276921 U CN 201621276921U CN 206204962 U CN206204962 U CN 206204962U
- Authority
- CN
- China
- Prior art keywords
- layer
- sets
- concrete slab
- slope protection
- reinforced concrete
- 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
- 239000002689 soil Substances 0.000 claims abstract description 35
- 239000004575 stone Substances 0.000 claims abstract description 17
- 239000011449 brick Substances 0.000 claims abstract description 9
- 239000004744 fabric Substances 0.000 claims abstract 6
- 235000016709 nutrition Nutrition 0.000 claims abstract 5
- 230000035764 nutrition Effects 0.000 claims abstract 5
- 235000013311 vegetables Nutrition 0.000 claims abstract 2
- 239000004746 geotextile Substances 0.000 claims description 12
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 4
- 235000015097 nutrients Nutrition 0.000 description 11
- 238000009991 scouring Methods 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及公路建设技术领域,更具体地说涉及高强度公路护坡。The utility model relates to the technical field of road construction, in particular to high-strength road slope protection.
背景技术Background technique
随着社会经济的不断发展,公路被不断地建设,公路两旁往往都需要建造护坡,现有公路护坡技术主要侧重于护坡的防护,忽略了护坡的水土保持问题,一旦护坡发生严重的水土流失,护坡的安全性就会受到影响,进而影响到整条公路的正常使用,因此,需要设计一种高强度公路护坡。With the continuous development of social economy, roads are constantly being built, and slope protection is often required on both sides of the road. The existing road slope protection technology mainly focuses on the protection of slope protection, ignoring the water and soil conservation of slope protection. Once serious soil erosion occurs in slope protection, The safety of slope protection will be affected, which in turn will affect the normal use of the entire road. Therefore, it is necessary to design a high-strength road slope protection.
发明内容Contents of the invention
本实用新型主要解决的技术问题是:提供高强度公路护坡,该高强度公路护坡具有自然协调,稳定性好,能够保证护坡结构的稳定性和抗冲刷能力,有效的提高了护坡的水土保持能力。The technical problem mainly solved by the utility model is: providing high-strength road slope protection, which has natural coordination and good stability, can ensure the stability and anti-scouring ability of the slope protection structure, and effectively improves the water and soil conservation ability of the slope protection .
为解决上述技术问题,本实用新型涉及公路建设技术领域,更具体地说是高强度公路护坡,包括石料层、基土层、承重柱、基座、轮胎、防滑钉、钢筋混凝土板、透水孔、碎石层、土工布层、营养土层、绿化植被层、草坪砖和排水槽,该高强度公路护坡具有自然协调,稳定性好,能够保证护坡结构的稳定性和抗冲刷能力,有效的提高了护坡的水土保持能力。In order to solve the above-mentioned technical problems, the utility model relates to the technical field of road construction, more specifically, a high-strength road slope protection, including stone layers, base soil layers, load-bearing columns, bases, tires, anti-skid nails, reinforced concrete slabs, permeable holes , gravel layer, geotextile layer, nutrient soil layer, green vegetation layer, lawn bricks and drainage channels, the high-strength road slope protection has natural coordination and good stability, which can ensure the stability and anti-scouring ability of the slope protection structure, and is effective Improve the soil and water conservation capacity of slope protection.
基座设置在石料层的右端,基土层设置在石料层的上方,承重柱设置在基土层的内部,并且承重柱设置在石料层的上方,钢筋混凝土板设置在承重柱的顶端,防滑钉设置在钢筋混凝土板的下方,透水孔设置在钢筋混凝土板上,碎石层设置在钢筋混凝土板的上方,土工布层设置在碎石层的上方,营养土层设置在土工布层的上方,绿化植被层与草坪砖均设置在营养土层的上方,排水槽设置在基座上,轮胎固定在基座的右端。The base is set at the right end of the stone layer, the base soil layer is set above the stone layer, the load-bearing column is set inside the base soil layer, and the load-bearing column is set above the stone layer, and the reinforced concrete slab is set on the top of the load-bearing column, which is non-slip The nails are set under the reinforced concrete slab, the permeable holes are set on the reinforced concrete slab, the gravel layer is set above the reinforced concrete slab, the geotextile layer is set above the gravel layer, and the nutrient soil layer is set above the geotextile layer , the greening vegetation layer and lawn bricks are arranged above the nutrient soil layer, the drainage groove is arranged on the base, and the tire is fixed on the right end of the base.
作为本技术方案的进一步优化,本实用新型高强度公路护坡所述的钢筋混凝土板与营养土层的厚度比为1:8。As a further optimization of the technical solution, the thickness ratio of the reinforced concrete slab to the nutrient soil layer described in the high-strength road slope protection of the utility model is 1:8.
作为本技术方案的进一步优化,本实用新型高强度公路护坡所述的土工布层为可降解天然环保型土工布。As a further optimization of the technical solution, the geotextile layer described in the high-strength highway slope protection of the utility model is a degradable natural environment-friendly geotextile.
本实用新型高强度公路护坡的有益效果为:The beneficial effects of the high-strength road slope protection of the utility model are:
本实用新型高强度公路护坡,该高强度公路护坡具有自然协调,稳定性好,能够保证护坡结构的稳定性和抗冲刷能力,有效的提高了护坡的水土保持能力。The high-strength highway slope protection of the utility model has natural coordination and good stability, can ensure the stability and anti-scouring ability of the slope protection structure, and effectively improves the water and soil conservation ability of the slope protection.
附图说明Description of drawings
下面结合附图和具体实施方法对本实用新型做进一步详细的说明。Below in conjunction with accompanying drawing and specific implementation method, the utility model is described in further detail.
图1为本实用新型高强度公路护坡的结构示意图。Fig. 1 is the structural representation of the high-strength road slope protection of the utility model.
图2为本实用新型高强度公路护坡的绿化植被层12与草坪砖13的结构示意图。Fig. 2 is the structure diagram of the greening vegetation layer 12 and the lawn brick 13 of the high-strength highway slope protection of the present invention.
图中:石料层1;基土层2;承重柱3;基座4;轮胎5;防滑钉6;钢筋混凝土板7;透水孔8;碎石层9;土工布层10;营养土层11;绿化植被层12;草坪砖13;排水槽14。In the figure: stone layer 1; base soil layer 2; load-bearing column 3; base 4; tire 5; anti-skid nail 6; Green vegetation layer 12; Lawn brick 13; Drain groove 14.
具体实施方式detailed description
具体实施方式一:Specific implementation mode one:
下面结合图1、2说明本实施方式,本实用新型涉及公路建设技术领域,更具体地说是高强度公路护坡,包括:石料层1、基土层2、承重柱3、基座4、轮胎5、防滑钉6、钢筋混凝土板7、透水孔8、碎石层9、土工布层10、营养土层11、绿化植被层12、草坪砖13和排水槽14,该高强度公路护坡具有自然协调,稳定性好,能够保证护坡结构的稳定性和抗冲刷能力,有效的提高了护坡的水土保持能力。Below in conjunction with Fig. 1, 2 illustrate this embodiment, the utility model relates to road construction technical field, more specifically high-strength road slope protection, comprising: stone material layer 1, foundation soil layer 2, load-bearing column 3, base 4, tire 5. Anti-skid nails 6, reinforced concrete slabs 7, permeable holes 8, gravel layer 9, geotextile layer 10, nutrient soil layer 11, green vegetation layer 12, lawn bricks 13 and drainage channels 14, the high-strength road slope protection has natural Coordination and good stability can ensure the stability and erosion resistance of the slope protection structure, and effectively improve the water and soil conservation capacity of the slope protection.
基座4设置在石料层1的右端,基土层2设置在石料层1的上方,承重柱3设置在基土层2的内部,并且承重柱3设置在石料层1的上方,钢筋混凝土板7设置在承重柱3的顶端,防滑钉6设置在钢筋混凝土板7的下方,透水孔8设置在钢筋混凝土板7上,碎石层9设置在钢筋混凝土板7的上方,土工布层10设置在碎石层9的上方,营养土层11设置在土工布层10的上方,绿化植被层12与草坪砖13均设置在营养土层11的上方,排水槽14设置在基座4上,轮胎5固定在基座4的右端,石料层1可以提供足够的底部支撑,基土层2具有增大承重柱3接触面积和提高吸水能力的作用,承重柱3与钢筋混凝土板7作为主要框架,可以给整个护坡提供高强度的支撑力,轮胎5防止车辆撞向护坡时起到缓冲作用,防滑钉6防止承重柱3被剪断,避免造成不必要的损失,透水孔8可以使上层吸收的降水通过钢筋混凝土板7进入基土层2,在干旱时期,基土层2中的保函的水分可以通过透水孔8增加营养土层11的含水量,土工布层10可以提高生态护坡的稳定性,还可以防止侵蚀,避免塌方和水土流失,进一步提高护坡的稳定性,营养土层11将为绿化植被层12上种植的植被提供养料,排水槽14有效提高了公路的排水效率。The base 4 is arranged at the right end of the stone layer 1, the base soil layer 2 is arranged above the stone layer 1, the load-bearing column 3 is arranged inside the base soil layer 2, and the load-bearing column 3 is arranged above the stone layer 1, and the reinforced concrete slab 7 is set on the top of the load-bearing column 3, the anti-skid nail 6 is set under the reinforced concrete slab 7, the permeable hole 8 is set on the reinforced concrete slab 7, the crushed stone layer 9 is set above the reinforced concrete slab 7, and the geotextile layer 10 is set Above the gravel layer 9, the nutrient soil layer 11 is arranged above the geotextile layer 10, the greening vegetation layer 12 and the lawn brick 13 are all arranged above the nutrient soil layer 11, and the drainage groove 14 is arranged on the base 4, and the tire 5 is fixed on the right end of the base 4, the stone layer 1 can provide sufficient bottom support, and the foundation soil layer 2 has the function of increasing the contact area of the load-bearing column 3 and improving the water absorption capacity. The load-bearing column 3 and the reinforced concrete slab 7 serve as the main frame, It can provide high-strength support for the entire slope protection. The tires 5 can prevent vehicles from colliding with the slope protection and play a buffer role. The anti-skid studs 6 can prevent the load-bearing column 3 from being cut and avoid unnecessary losses. The permeable holes 8 can make the precipitation absorbed by the upper layer Enter the base soil layer 2 through the reinforced concrete slab 7, in the dry period, the moisture of the letter of guarantee in the base soil layer 2 can increase the water content of the nutrient soil layer 11 through the permeable hole 8, and the geotextile layer 10 can improve the stability of the ecological slope protection, It can also prevent erosion, avoid landslides and soil erosion, and further improve the stability of slope protection. The nutrient soil layer 11 will provide nutrients for the vegetation planted on the green vegetation layer 12, and the drainage groove 14 effectively improves the drainage efficiency of the road.
具体实施方式二:Specific implementation mode two:
下面结合图1、2说明本实施方式,本实施方式对实施方式一作进一步说明,所述的钢筋混凝土板7与营养土层11的厚度比为1:8。The present embodiment will be described below in conjunction with FIGS. 1 and 2 . This embodiment will further describe Embodiment 1. The thickness ratio of the reinforced concrete slab 7 to the nutrient soil layer 11 is 1:8.
具体实施方式三:Specific implementation mode three:
下面结合图1、2说明本实施方式,本实施方式对实施方式一作进一步说明,所述的土工布层10为可降解天然环保型土工布。The present embodiment will be described below with reference to FIGS. 1 and 2 . This embodiment will further describe Embodiment 1. The geotextile layer 10 is a degradable natural environment-friendly geotextile.
当然,上述说明并非对本实用新型的限制,本实用新型也不仅限于上述举例,本技术领域的普通技术人员在本实用新型的实质范围内所做出的变化、改型、添加或替换,也属于本实用新型的保护范围。Of course, the above descriptions are not limitations of the present utility model, and the present utility model is not limited to the above-mentioned examples. Changes, modifications, additions or replacements made by those of ordinary skill in the art within the essential scope of the present utility model also belong to Protection scope of the present utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621276921.1U CN206204962U (en) | 2016-11-26 | 2016-11-26 | High-strength road slope protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621276921.1U CN206204962U (en) | 2016-11-26 | 2016-11-26 | High-strength road slope protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206204962U true CN206204962U (en) | 2017-05-31 |
Family
ID=58747285
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621276921.1U Expired - Fee Related CN206204962U (en) | 2016-11-26 | 2016-11-26 | High-strength road slope protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206204962U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222035A (en) * | 2018-01-19 | 2018-06-29 | 福建省地质工程勘察院 | A kind of stable type highway subgrade ecological revetment and its construction method |
| CN109168384A (en) * | 2018-07-31 | 2019-01-11 | 浙江普天园林建筑发展有限公司 | It is a kind of to carry out arid and semi-arid lands's prevention and control of soil erosion method using ornamental plant |
| CN110219307A (en) * | 2018-05-29 | 2019-09-10 | 韩玉锐 | Slope protection device is used in a kind of construction of soil nail wall |
-
2016
- 2016-11-26 CN CN201621276921.1U patent/CN206204962U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222035A (en) * | 2018-01-19 | 2018-06-29 | 福建省地质工程勘察院 | A kind of stable type highway subgrade ecological revetment and its construction method |
| CN108222035B (en) * | 2018-01-19 | 2024-03-22 | 福建省地质工程勘察院 | Stable highway subgrade ecological slope protection and construction method thereof |
| CN110219307A (en) * | 2018-05-29 | 2019-09-10 | 韩玉锐 | Slope protection device is used in a kind of construction of soil nail wall |
| CN110219307B (en) * | 2018-05-29 | 2021-06-08 | 宜昌明磊建设工程有限公司 | A slope protection device for soil nail wall construction |
| CN109168384A (en) * | 2018-07-31 | 2019-01-11 | 浙江普天园林建筑发展有限公司 | It is a kind of to carry out arid and semi-arid lands's prevention and control of soil erosion method using ornamental plant |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203923839U (en) | Road surface, a kind of permeable gardens | |
| CN206189340U (en) | Structure is reformed transform to ecologization shore protection that grouts a stone barricade | |
| CN207739090U (en) | A kind of novel road laying structure | |
| CN206204962U (en) | High-strength road slope protection | |
| US20170362779A1 (en) | Hard pavement construction method for natural groundwater recharge | |
| CN203475448U (en) | Road slope protection device | |
| CN205420945U (en) | Concrete road permeates water | |
| CN205839508U (en) | Sponge city paved road structure | |
| CN207159737U (en) | The prefabricated permeable parking bit architecture of outdoor grass planting | |
| CN206971026U (en) | A kind of sponge type water suction water storage pavement bricks | |
| CN207405427U (en) | A kind of combined type permeable pavement structure | |
| CN203096545U (en) | Pile composite foundation of soft soil layer of expressway | |
| CN202323612U (en) | Dank floor tile | |
| CN207498968U (en) | A kind of environment protection ecological type highway slope protection structure | |
| CN208328945U (en) | A kind of highway slope protection device of environmental protection | |
| CN205529778U (en) | Road brick that permeates water | |
| CN109680582A (en) | A kind of permeable garden path structure | |
| CN204608544U (en) | A kind of water conservation layer of water permeable pavement | |
| CN203625916U (en) | Highway soft soil layer composite pile foundation | |
| CN203080381U (en) | Pavement structure suitable for rural road | |
| CN204475172U (en) | Bridge floor greenbelt waterproof and water drainage system | |
| CN203546551U (en) | Permeable ecological garden road | |
| CN201770925U (en) | Highway leaching well | |
| CN208486146U (en) | A kind of novel filter infiltration garden road step and sunk type square laying structure | |
| CN203361495U (en) | Drainage step for greening |
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: 20170531 Termination date: 20201126 |