CN206204962U - High-strength road slope protection - Google Patents

High-strength road slope protection Download PDF

Info

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
Application number
CN201621276921.1U
Other languages
Chinese (zh)
Inventor
范剑良
苏昕睿
陈武林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201621276921.1U priority Critical patent/CN206204962U/en
Application granted granted Critical
Publication of CN206204962U publication Critical patent/CN206204962U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to a highway construction technical field, more specifically say and relate to high strength highway bank protection, and this high strength highway bank protection has natural coordination, and stability is good, can guarantee slope protection structure's stability and scour resistance ability, the effectual soil and water conservation ability that improves the bank protection. The base sets up the right-hand member at the stone layer, the foundation sets up the top at the stone layer, the heel post sets up the inside at the foundation, reinforced concrete slab sets up the top at the heel post, the non-slip nail sets up in reinforced concrete slab's below, the hole of permeating water sets up on reinforced concrete slab, the metalling sets up in reinforced concrete slab's top, the geotechnological cloth layer sets up the top on the metalling, nutrition soil layer sets up the top on geotechnological cloth layer, afforestation vegetable layer all sets up the top at nutrition soil layer with the lawn brick, the water drainage tank sets up on the base, the right-hand member at the base is fixed to the tire.

Description

高强度公路护坡High-strength road slope protection

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)

1. high intensity highway slope protection, including stone layer (1), base soil layer (2), load-bearing pillar (3), pedestal (4), tire (5), anti-skid stud (6), armoured concrete slab (7), permeable hole (8), metalling (9), geotechnological layer of cloth (10), nutrition soil layer (11), afforestation vegetation layer (12), lawn brick (13) and rhone (14), it is characterised in that:Pedestal (4) is arranged on the right-hand member of stone layer (1), base soil layer (2) The top of stone layer (1) is arranged on, load-bearing pillar (3) is arranged on the inside of base soil layer (2), and load-bearing pillar (3) is arranged on building stones The top of layer (1), armoured concrete slab (7) is arranged on the top of load-bearing pillar (3), and anti-skid stud (6) is arranged on armoured concrete slab (7) lower section, permeable hole (8) is arranged on armoured concrete slab (7), and metalling (9) is arranged on the upper of armoured concrete slab (7) Side, geotechnological layer of cloth (10) is arranged on the top of metalling (9), and nutrition soil layer (11) is arranged on the top of geotechnological layer of cloth (10), green Change the top that vegetable layer (12) is arranged at nutrition soil layer (11) with lawn brick (13), rhone (14) is arranged on pedestal (4), Tire (5) is fixed on the right-hand member of pedestal (4).
2. high intensity highway slope protection according to claim 1, it is characterised in that:Described armoured concrete slab (7) and battalion The thickness ratio for supporting soil layer (11) is 1:8.
3. high intensity highway slope protection according to claim 1, it is characterised in that:Described geotechnological layer of cloth (10) is degradable Natural environmental-protective type geotextiles.
CN201621276921.1U 2016-11-26 2016-11-26 High-strength road slope protection Expired - Fee Related CN206204962U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (5)

* Cited by examiner, † Cited by third party
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