阅读说明：本技术 一种高原区道路下边坡挂渣综合治理系统及其施工方法 (comprehensive treatment system for slope slag adhering under plateau area road and construction method thereof ) 是由 马力 黄斌 刘晖 乔锋 田红卫 *** 方舒 张雪 *** 尹元银 于 2019-09-25 设计创作，主要内容包括：本发明提供一种高原区道路下边坡挂渣综合治理系统及其施工方法,综合治理系统包括渣堆、拦渣设施、底部平台、格构护坡、修坡面层、顶面平台、客土喷播层、营养袋以及截排水沟,所述拦渣设施布置于堆渣的坡脚,起到拦挡渣体的作用；所述修坡面层的下端靠近底部平台的两级上布置有用以确保渣体稳定的格构护坡；所述渣堆的顶部设置有顶面平台,在顶面平台与道路之间的裸露坡面上开穴安装营养袋；所述客土喷播层喷播在营养袋周边的裸露坡面上。本发明治理方法系统全面,治理效果好。该治理措施简单,可广泛应用于公路下边坡挂渣处理和高边坡松散堆积体加固、处理,适用范围较广,可推广性强。(The invention provides a comprehensive treatment system for hanging slag on a side slope under a plateau area road and a construction method thereof, wherein the comprehensive treatment system comprises a slag pile, a slag blocking facility, a bottom platform, a latticed slope protection, a slope repairing surface layer, a top surface platform, a foreign soil spray layer, a nutrition bag and a drainage ditch, wherein the slag blocking facility is arranged at the toe of the slag pile and plays a role of blocking slag bodies; lattice slope protection used for ensuring the stability of slag bodies is arranged on two stages of the lower end of the slope repairing surface layer, which are close to the bottom platform; a top surface platform is arranged at the top of the slag pile, and a nutrition bag is arranged on an exposed slope surface between the top surface platform and the road in a hole; the foreign soil spray-seeding layer is sprayed and seeded on the bare slope surface at the periphery of the nutrition bag. The treatment method is comprehensive in system and good in treatment effect. The treatment measure is simple, can be widely applied to treatment of slag on the lower slope of the highway and reinforcement and treatment of loose accumulation bodies on the high slope, and has wide application range and strong popularization.)

1. a comprehensive treatment system for the slag adhering on the side slope under the plateau area road is characterized by comprising a slag pile (1), a slag blocking facility (2), a bottom platform (3), a latticed slope protection (4), a slope repairing surface layer (5), a top platform (6), a foreign soil spray-seeding layer (7), a nutrition bag (8), a cutting drainage ditch (9) and a road (10),

The slag blocking facility (2) is arranged at the toe of the slag pile (1) and plays a role in blocking slag bodies;

A bottom platform (3) is formed between the slope toe of the slag pile (1) and the slag blocking facility (2);

The slope repairing layer (5) is laid on the surface of the slag pile (1), and the slope repairing layer (5) is provided with multiple stages from top to bottom;

lattice revetments (4) used for ensuring the stability of slag bodies are arranged on two stages of the lower end of the slope repairing surface layer (5) close to the bottom platform (3);

A top surface platform (6) is arranged at the top of the slag pile (1), and a nutrition bag (8) is arranged on an exposed slope surface between the top surface platform (6) and the road (10) in a hole-opening manner;

The foreign soil spray-seeding layer (7) is sprayed and seeded on the bare slope surface at the periphery of the nutrition bag (8);

The intercepting and draining ditch (9) is provided with a side slope, a pavement and the periphery of a slag adhering area under the road (10) and is used for intercepting and guiding water catchments of the road (10), the slope surface of the slag pile (1) and the peripheral slope surface, and reducing water flow scouring of the slag adhering area.

2. The comprehensive treatment system for the side slope and the slag hanging under the plateau area road as claimed in claim 1, wherein the top width of the slag blocking facility (2) is 1.5m, the wall height is 5.0m, the depth of the foundation of the slag blocking facility (2) embedded below the original ground line is 1.5m, the side slope ratio of the slag blocking facility (2) facing the slag is 1:0.1, and the side slope ratio of the slag backing the slag is 1: 0.4.

3. The comprehensive treatment system for the slope hanging slag under the plateau area road as claimed in claim 1, wherein the bottom platform (3) and the top platform (6) are planted with trees and sown with grass seeds for recovering the vegetation.

4. The comprehensive treatment system for the slope slag formation under the plateau area road as claimed in claim 1, wherein the slope ratio of the slope repairing surface layer (5) is 1: 1.5-1: 2.5, and the height of the single-stage slope is 10-15 m.

5. The comprehensive treatment system for the slope slag accretion under plateau area roads as claimed in claim 4, it is characterized in that the lattice revetment (4) comprises a top beam (41), a bottom beam (42), lattice beams (43) and joint dowel bars (44), the top beam (41) is built at the top of the two levels of slopes at the lowest part of the slope surface building layer (5), the bottom beam (42) is built at the slope toe of the slope surface building layer (5), pouring lattice beams (43) between the top beams (41) and the bottom beams (42), wherein the lattice beams (43) are arranged in a crossed manner, the joint dowel (44) is arranged at the intersection part of the lattice beam (43), the joint dowel (44) is inserted into the slag pile (1), the space surrounded by the lattice beams (43) in a crossed way is filled with a nutrient soil layer (45), the pitch of the lattice beams (43) is 3.0m multiplied by 3.0m, and the cross-sectional area is 0.4m multiplied by 0.4 m.

6. The comprehensive treatment system for the slope hanging slag under the plateau area road as claimed in claim 5, wherein the distance between the nutrition bags (8) is 1.0m x 1.0m, the nutrition bags are arranged in a quincunx shape, and the spraying thickness of the alien soil spraying layer (7) is 10 cm.

7. a construction method of a comprehensive treatment system for slag adhering on a side slope under a plateau area road is characterized by comprising the following specific steps:

S1, construction preparation, namely renovating the existing or newly-built construction pavement to meet the requirements of construction machinery and material transportation, so as to meet the requirements of water, electricity, passage, ventilation, communication and site leveling and create conditions for engineering start;

s2, constructing a slag blocking facility (2), lofting according to an axis, and excavating a foundation by adopting an excavator; secondly, constructing concrete skip, adopting a steel template to erect a mould, adopting a pump truck to directly pump concrete into a bin, and vibrating in layers to be dense; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

s3, constructing a drainage cut-off ditch (9), and lofting according to an axis; adopting manual excavation as a standard for peripheral drainage ditches, and adopting manual drilling and blasting construction for local rock areas; for the drainage ditch of the slope roof and the berm, manual excavation is adopted after slag turning and slope repairing are finished, after the excavation is finished, a steel formwork is adopted for erecting a formwork, concrete is pumped into a bin in a pump truck and pipeline mode, and layered vibration is carried out to compact the drainage ditch; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

s4, slag turning and slope repairing construction of the slope repairing surface layer (5), wherein slag turning construction is performed from top to bottom according to the slag adhering distribution of the slope at the present situation, the upper middle part is mainly turned by manpower, and the middle lower part is mainly turned by mechanical slag; in the process of turning the slag, the slag-piling side slope is leveled into a single-stage or multi-stage side slope according to the current situation of slag adhering after turning and transporting, and slope repairing needs to be carried out from top to bottom, so that digging and filling balance is ensured as much as possible;

S5, constructing the lattice protection slope (4), and firstly, lofting and manual grooving of the lattice beams; laying a lattice reinforcement cage in the secondary groove, embedding a dowel bar in a lattice beam node, and lapping and binding the dowel bar end and the reinforcement cage; adopting a steel template to erect a mould, pumping concrete into a bin by adopting a pump truck and a pipeline mode, and vibrating in layers to compact; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

s6, constructing a nutrition bag (8), namely firstly performing nutrition bag acupoint lofting and digging a hole by using a drilling machine, then putting the well-installed nutrition bag into the hole, fixing a short anchor rod and protecting the surface by using a lead wire mesh;

S7, constructing a foreign soil spray-seeding layer (7), namely fixing a foreign soil spray-seeding machine, and putting the material with the foreign soil granular structure into the foreign soil spray-seeding machine to be uniformly stirred; secondly, a layer of wire netting is laid on the slope surface, and the uniformly mixed soil dressing slurry is uniformly sprayed and sown around the nutrition bag in sequence in a mode of manually carrying a spray gun; after the spray seeding is finished, covering with non-woven fabrics, and properly spraying atomized water drops for curing according to climatic conditions;

s8, constructing plant measures, namely firstly, lofting the arbor and shrub acupuncture points and digging holes or fish scale pits; secondly, paving a layer of farmyard manure with the thickness of 10cm at the bottom of the hole, putting the tree and shrub seedlings into the hole, covering nutrient soil back, and manually tamping the surface. According to the climate conditions, seedling tending measures such as sun protection, irrigation and the like are properly adopted.

8. the construction method of the comprehensive treatment system for the side slope hanging slag under the plateau district road as claimed in claim 7, wherein the nutrition bag (8) in step S6 is an anti-aging earth bag with the specification of 60cm x 40cm x 25cm, the interior is filled with nutrition soil, grass seeds and nutrients, wherein each bag of nutrition soil is 0.05m ³, 0.6g of shrub seeds, 2.4g of grass seeds, 0.5g of water-retaining agent, 0.005m ³ of organic fertilizer, 27g of chemical fertilizer, the nutrition bag (8) is buried by digging holes, the hole spacing is 1.0m x 1.0m, the nutrition bag is arranged in a quincunx, the hole length is 0.6m, the short diameter is 0.4m, the hole depth is 0.1m, each nutrition bag (8) is fixed by 2 short anchor rods, and the surface is protected by lead wire mesh.

9. the construction method of the comprehensive treatment system for the slope hanging slag under the plateau area road according to claim 8, wherein in the step S7, the spraying thickness of the passenger soil spraying layer (7) is 10cm, in each m ² spraying area, 6kg of ordinary portland cement, 2kg of sand, 0.006m ³ of planting soil, 0.002m ³ of organic matter, 200g of wood fiber, 3g of shrub seed and 9g of grass seed are paved on the slope surface before spraying the passenger soil, and after spraying, measures such as non-woven fabric covering, atomized water drop spraying and the like are adopted according to climatic conditions.

²10. The construction method of the plateau area road lower slope slag comprehensive treatment system according to claim 8, characterized in that in step S8, shrubs are planted and grass is planted in combination to recover vegetation on the slope trimming surface layer (5) and in the lattice slope protection (4), wherein shrubs are selected from Jinlumei and Bidens trifoliata, the mixed crossing ratio is 1:1, the plant row spacing is 1.0 mx 1.0m, the scale pits are adopted for land preparation, the hole specification is long diameter × short diameter × the hole depth is 0.6 mx 0.4 mx 0.5m, grass seeds are planted under the trees, the grass seeds are selected from Linnaokui, cold-land early-maturing grass and old wheat awns, the mixed sowing ratio is 2:1:2, the sowing amount is 200kg/hm2, trees and sowing grass seeds are adopted on the bottom platform (3) and the top platform (6) for recovering vegetation, wherein the trees are selected from willows, poplar, mixed plants, the plant row spacing is 3.0 × 0.0.0.0 hm, the sowing ratio is 632, the hole specification is adopted for planting trees, the mixed sowing ratio is 632.8.8, the wheat seeds is adopted for hole diameter, the mixed sowing ratio is 632, the tree planting trees, the sowing ratio of the wheat seeds is 638.8.8 hm/52.

Technical Field

The invention relates to a comprehensive treatment system and a comprehensive treatment method for the slag adhering of a side slope under a road, in particular to a comprehensive treatment system for the slag adhering of the side slope under the road in a plateau area and a construction method thereof.

Background

roads constructed in plateau areas generally meander between mountains and canyons. During the road construction process, the excavated slag inevitably falls into the gullies and the slopes on the lower side of the road to form slope slag, occupy the pressure and destroy the original earth surface vegetation. Meanwhile, the slag is difficult to transport due to limited traffic conditions, so that the slag is difficult to transport to a specified slag disposal site in time.

The height of the slag on the slope surface is generally higher than 20m, the slag is loosely attached to the surface of the slope surface and the surface of a channel, and when the slag is washed by a mountain flood in a flood season, part of the slag quickly enters the channel at the bottom of the slope or even the lower side of the slope, rivers and farmlands from the top of the slope, so that water and soil loss is easily caused; in strong wind season, scum enters peripheral areas, so that the quality of the peripheral air environment is reduced, and the surrounding ecology is damaged more seriously (the current situation of slag adhering on a certain highway slope is shown in figure 1).

therefore, the comprehensive treatment system for the road slope slag adhering and the construction method thereof are urgently needed to be developed, the principle is simple, the construction is quick, and the requirements of the lasting stability and the quick ecological restoration of the slope slag adhering are met.

disclosure of Invention

The invention aims to provide a comprehensive treatment system for the slag adhering of a road lower slope in a plateau area and a construction method thereof, which meet the requirements of lasting stability and quick ecological restoration of the slag adhering of the road lower slope, provide a solution for the slag adhering of the high slope and provide a thought for the comprehensive treatment of the slag adhering of the road lower slope.

the technical scheme of the invention is as follows:

The comprehensive treatment system for the side slope slag hanging under the plateau area road is characterized by comprising a slag pile, a slag blocking facility, a bottom platform, a lattice slope protection, a slope repairing surface layer, a top surface platform, a foreign soil spray-seeding layer, a nutrition bag and a drainage cut-off ditch.

the slag blocking facility is arranged at the toe of the slag pile and plays a role in blocking a slag body;

a bottom platform is formed between the slope toe of the slag pile and the slag blocking facility;

the slope repairing surface layer is laid on the surface of the slag pile, and is provided with multiple stages from top to bottom;

Lattice slope protection used for ensuring the stability of slag bodies is arranged on two stages of the lower end of the slope repairing surface layer, which are close to the bottom platform;

a top surface platform is arranged at the top of the slag pile, and a nutrition bag is arranged on an exposed slope surface between the top surface platform and the road in a hole;

the foreign soil spray-seeding layer is sprayed and seeded on the bare slope surface at the periphery of the nutrition bag;

the intercepting and draining ditch is provided with a side slope, a pavement and the periphery of a slag adhering area under the road and is used for intercepting and guiding and draining water catchments of the road, the slag pile slope surface and the peripheral slope surface and reducing water flow scouring of the slag piling area.

The top width of the slag blocking facility is 1.5m, the wall height is 5.0m, the depth of a foundation of the slag blocking facility embedded below an original ground line is 1.5m, the slag side slope ratio of the slag blocking facility is 1:0.1, and the slag back side slope ratio is 1: 0.4.

And planting trees and sowing grass seeds on the bottom platform and the top platform for recovering the vegetation.

The slope ratio of the slope repairing surface layer is 1: 1.5-1: 2.5, and the height of the single-stage slope is 10-15 m.

The lattice slope protection comprises a top beam, a bottom beam, lattice beams and node inserted bars, wherein the top beam is built at the top of two-stage slopes at the lowest side of a slope surface layer, the bottom beam is built at the slope toe of the slope surface layer, the lattice beams are poured between the top beam and the bottom beam and are arranged in a cross mode, the node inserted bars are arranged at the cross positions of the lattice beams, the node inserted bars are inserted into a slag pile, a space surrounded by the lattice beams in a cross mode is filled with nutrient soil layers, the interval row spacing of the lattice beams is 3.0m multiplied by 3.0m, and the cross section area is 0.4m multiplied by 0.4 m.

The spacing between the nutrition bags is 1.0m multiplied by 1.0m, the nutrition bags are arranged in a quincunx shape, and the spraying thickness of the alien soil spraying layer is 10 cm.

A construction method of a comprehensive treatment system for slag adhering on a side slope under a plateau area road comprises the following specific steps:

S1, construction preparation, namely renovating the existing or newly-built construction pavement to meet the requirements of construction machinery and material transportation, so as to meet the requirements of water, electricity, passage, ventilation, communication and site leveling and create conditions for engineering start;

S2, constructing a slag blocking facility, lofting according to an axis, and excavating a foundation by adopting an excavator; secondly, constructing concrete skip, adopting a steel template to erect a mould, adopting a pump truck to directly pump concrete into a bin, and vibrating in layers to be dense; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

s3, constructing a drainage ditch, and lofting according to an axis; adopting manual excavation as a standard for peripheral drainage ditches, and adopting manual drilling and blasting construction for local rock areas; for the drainage ditch of the slope roof and the berm, manual excavation is adopted after slag turning and slope repairing are finished, after the excavation is finished, a steel formwork is adopted for erecting a formwork, concrete is pumped into a bin in a pump truck and pipeline mode, and layered vibration is carried out to compact the drainage ditch; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

S4, slag turning and slope repairing construction of a slope surface layer, wherein slag turning construction is performed from top to bottom according to the slag adhering distribution of the slope surface at the present situation, the upper middle part is mainly subjected to manual slag turning, and the middle lower part is mainly subjected to mechanical slag turning; in the process of turning the slag, the slag-piling side slope is leveled into a single-stage or multi-stage side slope according to the current situation of slag adhering after turning and transporting, and slope repairing needs to be carried out from top to bottom, so that digging and filling balance is ensured as much as possible;

s5, lattice slope protection construction, namely firstly, performing lattice beam lofting and manual grooving; laying a lattice reinforcement cage in the secondary groove, embedding a dowel bar in a lattice beam node, and lapping and binding the dowel bar end and the reinforcement cage; adopting a steel template to erect a mould, pumping concrete into a bin by adopting a pump truck and a pipeline mode, and vibrating in layers to compact; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

S6, constructing the nutrition bag, namely firstly carrying out nutrition bag acupoint lofting and digging a hole by using a drilling machine, then putting the well-filled nutrition bag into the hole, fixing a short anchor rod and protecting the surface by using a lead wire mesh;

s7, constructing a foreign soil spray-seeding layer, namely fixing a foreign soil spray-seeding machine, and putting the material with the foreign soil granular structure into the foreign soil spray-seeding machine to be uniformly stirred; secondly, a layer of wire netting is laid on the slope surface, and the uniformly mixed soil dressing slurry is uniformly sprayed and sown around the nutrition bag in sequence in a mode of manually carrying a spray gun; after the spray seeding is finished, covering with non-woven fabrics, and properly spraying atomized water drops for curing according to climatic conditions;

S8, constructing plant measures, namely firstly, lofting the arbor and shrub acupuncture points and digging holes or fish scale pits; secondly, paving a layer of farmyard manure with the thickness of 10cm at the bottom of the hole, putting the tree and shrub seedlings into the hole, covering nutrient soil back, and manually tamping the surface. According to the climate conditions, seedling tending measures such as sun protection, irrigation and the like are properly adopted.

The nutrition bags in the step S6 are anti-aging geotechnical bags with the specification of 60cm multiplied by 40cm multiplied by 25cm, are internally filled with nutrient soil, grass seeds and nutrient agents, wherein each bag of the nutrition soil is 0.05m ³, shrub seeds are 0.6g, grass seeds are 2.4g, water-retaining agents are 0.5g, organic fertilizers are 0.005m ³ and chemical fertilizers are 27g, the nutrition bags are buried in dug holes, the hole spacing is 1.0m multiplied by 1.0m, the nutrition bags are arranged in a quincunx shape, the hole length is 0.6m, the short diameter is 0.4m, the hole depth is 0.1m, each nutrition bag is fixed by 2 short anchor rods, and the surface is protected by silk screen lead.

In the step S7, the spray-seeding thickness of the passenger soil spray-seeding layer is 10cm, in each spray-seeding area of m ², 6kg of ordinary portland cement, 2kg of sand, 0.006m ³ of planting soil, 0.002m ³ of organic matters, 200g of wood fibers, 3g of shrub seeds and 9g of grass seeds are paved on the slope surface before the passenger soil spray-seeding, and measures such as non-woven fabric covering, atomized water drop spraying and the like are required to be adopted according to climatic conditions after the spray-seeding is finished.

In the step S8, shrub and grass are adopted to combine and restore vegetation on the slope trimming surface layer and in the lattice slope protection, wherein shrubs are selected from Jinlumei and Bingjian, the mixed crossing ratio is 1:1, the row spacing is 1.0m multiplied by 1.0m, fish scale pits are adopted to complete the land, the hole specification is that the long diameter is multiplied by the short diameter and the hole depth is 0.6m multiplied by 0.4m multiplied by 0.5m, grass seeds are sown under the forest, the grass seeds are selected from elymus nutans, the clown bluegrass and old wheat awns, the mixed sowing ratio is 2:1:2, the sowing amount is 200kg/hm ², trees are planted and grass seeds are sown on the bottom platform and the top platform to restore the vegetation, wherein the trees are selected from willows and poplar, the mixed crossing among the plants, the row spacing is 3.0m multiplied by 3.0m, the hole digging and land preparation are adopted, the hole specification, the diameter is 0.8m multiplied by 0.8m, the row spacing is selected from the trees, the row spacing is selected from the plants, the plant seeds are sown under the forest, the hole specification, the mixed sowing ratio is ² kg, the wheat grass seeds is 2kg, the.

Compared with the prior art, the invention has the beneficial effects that:

(1) The treatment method is comprehensive and has good treatment effect. By adopting comprehensive treatment measures of firstly stabilizing slag adhering and then restoring vegetation and combining engineering, plants and ecological slope protection, the vegetation on the slope can be quickly restored on the basis of comprehensively protecting the slag adhering on the slope, and the damage to the surrounding ecological environment is greatly slowed down; after treatment, the requirements of lasting stability of the side slope slag and quick ecological restoration can be realized.

(2) the application range is wide. The treatment measure is simple, can be widely applied to treatment of slag on the lower slope of the highway and reinforcement and treatment of loose accumulation bodies on the high slope, and has wide application range and strong popularization.

(3) the construction is simple and quick. Concrete, reinforcing steel bars, soil engineering bags, nutrient soil, shrub seeds and arbor and shrub saplings adopted by the comprehensive treatment measure can be directly purchased; the construction process is simple, and the construction is simple and convenient.

drawings

FIG. 1 is a current state diagram of slag adhering to a side slope under a certain road.

FIG. 2 is a schematic plan layout view of a comprehensive treatment system for the slag on the slope of the road in the plateau area.

FIG. 3 is a schematic cross-sectional view of a comprehensive treatment system for the slag on the lower slope of the road in the plateau area.

Fig. 4 is a schematic structural view of the slag retaining facility of the present invention.

fig. 5 is a schematic view of the arrangement inside the lattice slope protection of the present invention.

fig. 6 is a schematic sectional view taken along line a-a of fig. 5.

Fig. 7 is a schematic sectional view B-B of fig. 5.

Fig. 8 is a schematic cross-sectional view of fig. 5 taken along line C-C.

Fig. 9 is a schematic cross-sectional view taken along line D-D of fig. 5.

Fig. 10 is a schematic cross-sectional view of the nutrition bag and the alien soil spray layer of the present invention.

Fig. 11 is a schematic plan view of the nutrition bag and the additional soil spray-seeding layer of the present invention.

The numbers in the figure respectively indicate 1-slag pile, 2-slag blocking facility, 3-bottom platform, 4-lattice revetment, 5-slope surface layer, 6-top platform, 7-soil removal spray-seeding layer, 8-nutrition bag, 9-drainage ditch and 10-road.

Detailed Description

the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

As shown in fig. 1 to 11, the comprehensive treatment system for the side slope slag hanging under the plateau area road according to the embodiment of the present invention includes a slag pile 1, a slag blocking facility 2, a bottom platform 3, a lattice slope protection 4, a slope surface layer 5, a top platform 6, a soil dressing layer 7, a nutrition bag 8, a drainage cut 9 and a road 10.

the slag blocking facility 2 is arranged at the toe of the slag pile 1 and plays a role in blocking slag bodies;

A bottom platform 3 is formed between the slope toe of the slag pile 1 and the slag blocking facility 2;

The slope repairing layer 5 is laid on the surface of the slag pile 1, and the slope repairing layer 5 is provided with multiple stages from top to bottom;

Lattice revetments 4 for ensuring the stability of slag bodies are arranged on two stages of the lower end of the slope repairing surface layer 5, which are close to the bottom platform 3;

A top surface platform 6 is arranged at the top of the slag pile 1, and a nutrition bag 8 is arranged on an exposed slope surface between the top surface platform 6 and a road 10 in a hole-opening manner;

The foreign soil spray-seeding layer 7 is sprayed and seeded on the bare slope surface at the periphery of the nutrition bag 8;

The intercepting and draining ditch 9 is provided with a side slope, a pavement and the periphery of a slag adhering area under the road 10 and is used for intercepting and guiding and draining water catchments of the road 10, the slope surface of the slag pile 1 and the peripheral slope surface and reducing water flow scouring of the slag adhering area.

The top width of the slag blocking facility 2 is 1.5m, the wall height is 5.0m, the depth of the foundation of the slag blocking facility 2 buried below the original ground line is 1.5m, the slag side slope ratio of the slag blocking facility 2 is 1:0.1, and the slag back side slope ratio is 1: 0.4.

And trees and sowed grass seeds are planted on the bottom platform 3 and the top platform 6 to recover the vegetation.

the slope ratio of the slope repairing surface layer 5 is 1: 1.5-1: 2.5, and the height of a single-stage slope is 10-15 m.

The lattice slope protection 4 comprises a top beam 41, a bottom beam 42, lattice beams 43 and node inserting bars 44, wherein the top beam 41 is built at the top of two-stage slopes at the lowest of a slope surface layer 5, the bottom beam 42 is built at the slope toe of the slope surface layer 5, the lattice beams 43 are poured between the top beam 41 and the bottom beam 42, the lattice beams 43 are arranged in a cross mode, the node inserting bars 44 are arranged at the cross positions of the lattice beams 43, the node inserting bars 44 are inserted into a slag pile 1, a space surrounded by the lattice beams 43 in a cross mode is filled with a nutrient soil layer 45, the spacing between the lattice beams 43 is 3.0m multiplied by 3.0m, and the cross-sectional area is 0.4m multiplied by 0.4 m. C25 reinforced concrete is cast in place and is embedded into the slag body by 10 cm; a water intercepting groove 46 is arranged on one side of the lattice beam 43, the cross section area of the water intercepting groove 46 is 0.1m multiplied by 0.58m, C25 reinforced concrete is cast in place (integrated with the lattice beam 43) and is embedded into the slag body by 10 cm; the cross section area of the top beam 41 is 0.3m multiplied by 0.4m, C25 reinforced concrete is adopted for cast-in-place (integrated with the lattice beam 43) and is embedded into the slag body by 10 cm; the bottom beam 42 is polygonal, has the height of 0.7m and the width of 0.5-0.71 m, and is cast in place by adopting C25 reinforced concrete (connected with the lattice beam 43 into a whole); HRB400 grade deformed steel bar with the diameter of 25mm and the L of 4.5m is adopted as the node joint bar 44.

The spacing between the nutrition bags 8 is 1.0m multiplied by 1.0m, the nutrition bags are arranged in a quincunx shape, and the spraying thickness of the alien soil spraying layer 7 is 10 cm.

A construction method of a comprehensive treatment system for slag adhering on a side slope under a plateau area road comprises the following specific steps:

s1, construction preparation, namely renovating the existing or newly-built construction pavement to meet the requirements of construction machinery and material transportation, so as to meet the requirements of water, electricity, passage, ventilation, communication and site leveling and create conditions for engineering start;

S2, constructing a slag blocking facility 2, lofting according to an axis, and excavating a foundation by adopting an excavator; secondly, constructing concrete skip, adopting a steel template to erect a mould, adopting a pump truck to directly pump concrete into a bin, and vibrating in layers to be dense; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

S3, constructing a drainage cut ditch 9, and lofting according to an axis; adopting manual excavation as a standard for peripheral drainage ditches, and adopting manual drilling and blasting construction for local rock areas; for the drainage ditch of the slope roof and the berm, manual excavation is adopted after slag turning and slope repairing are finished, after the excavation is finished, a steel formwork is adopted for erecting a formwork, concrete is pumped into a bin in a pump truck and pipeline mode, and layered vibration is carried out to compact the drainage ditch; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

S4, slag turning and slope repairing construction of the slope surface layer 5 is carried out according to the current situation of slag adhering distribution of the slope surface from top to bottom, the upper middle part is mainly carried out by manual slag turning, and the middle lower part is mainly carried out by mechanical slag turning; in the process of turning the slag, the slag-piling side slope is leveled into a single-stage or multi-stage side slope according to the current situation of slag adhering after turning and transporting, and slope repairing needs to be carried out from top to bottom, so that digging and filling balance is ensured as much as possible;

s5, constructing the lattice protection slope 4, namely firstly performing lattice beam lofting and manual grooving; laying a lattice reinforcement cage in the secondary groove, embedding a dowel bar in a lattice beam node, and lapping and binding the dowel bar end and the reinforcement cage; adopting a steel template to erect a mould, pumping concrete into a bin by adopting a pump truck and a pipeline mode, and vibrating in layers to compact; finally, adopting curing measures such as straw bag covering, water spraying and the like until the concrete reaches the age of 28 days, and then removing the template;

S6, constructing a nutrition bag 8, namely firstly carrying out nutrition bag acupoint lofting and digging a hole by using a drilling machine, then putting the well-installed nutrition bag into the hole, fixing a short anchor rod and protecting the surface by using a lead wire mesh;

S7, constructing a foreign soil spray-seeding layer 7, namely fixing a foreign soil spray-seeding machine, and putting the material with the foreign soil granular structure into the foreign soil spray-seeding machine to be uniformly stirred; secondly, a layer of wire netting is laid on the slope surface, and the uniformly mixed soil dressing slurry is uniformly sprayed and sown around the nutrition bag in sequence in a mode of manually carrying a spray gun; after the spray seeding is finished, covering with non-woven fabrics, and properly spraying atomized water drops for curing according to climatic conditions;

S8, constructing plant measures, namely firstly, lofting the arbor and shrub acupuncture points and digging holes or fish scale pits; secondly, paving a layer of farmyard manure with the thickness of 10cm at the bottom of the hole, putting the tree and shrub seedlings into the hole, covering nutrient soil back, and manually tamping the surface. According to the climate conditions, seedling tending measures such as sun protection, irrigation and the like are properly adopted.

In the step S6, the nutrition bags 8 are anti-aging geotechnical bags with the specification of 60cm × 40cm × 25cm, the interior of the nutrition bags is filled with nutrition soil, grass seeds and nutritional agents, wherein each nutrition bag is 0.05m ³, 0.6g of shrub seeds, 2.4g of grass seeds, 0.5g of water-retaining agents, 0.005m ³ of organic fertilizers and 27g of chemical fertilizers, the nutrition bags 8 are buried in dug holes, the hole spacing is 1.0m × 1.0m, the nutrition bags are arranged in a plum blossom shape, the hole length is 0.6m, the hole length is 0.4m, the hole depth is 0.1m, each nutrition bag 8 is fixed by 2 short anchor rods, and the surface is protected by a lead wire net.

in the step S7, the spray-seeding thickness of the passenger soil spray-seeding layer 7 is 10cm, in each spray-seeding area of m ², 6kg of ordinary portland cement, 2kg of sand, 0.006m ³ of planting soil, 0.002m ³ of organic matters, 200g of wood fibers, 3g of shrub seeds and 9g of grass seeds are paved on the slope surface before the passenger soil spray-seeding, and measures such as non-woven fabric covering, atomized water drop spraying and the like need to be adopted according to climatic conditions after the spray-seeding is finished.

in the step S8, shrub and grass are combined on the slope trimming surface layer 5 and in the latticed protection slope 4 to restore vegetation, wherein shrubs are selected from Jinlumei and Bidens euonymus L, the mixed crossing ratio is 1:1, the row spacing is 1.0m multiplied by 1.0m, fish scale pits are adopted for land preparation, the hole specification is that the long diameter is multiplied by the short diameter, the hole depth is 0.6m multiplied by 0.4m multiplied by 0.5m, grass seeds are sown under the forest, the grass seeds are selected from elymus nutans, clown bluegrass and old wheat awns, the mixed sowing ratio is 2:1:2, the sowing amount is 200kg/², trees and grass seeds are planted on the bottom platform 3 and the top platform 6 to restore vegetation, wherein the trees are selected from willows, poplar and mixed crossing among plants, the row spacing is 3.0m multiplied by 3.0m, the hole specification is adopted for land preparation, the hole diameter is 0.8m multiplied by 0.8m, the sowing amount is 2: ² kg of the mixed grass seeds under the forest, the row spacing is selected from the old wheat seeds, and the mixed sowing ratio is 2 kg/² kg.

Although examples of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.