CN109024634A - Ecological Slope safeguard structure, guard system and Ecological Slope construction method - Google Patents
Ecological Slope safeguard structure, guard system and Ecological Slope construction method Download PDFInfo
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- CN109024634A CN109024634A CN201811136962.4A CN201811136962A CN109024634A CN 109024634 A CN109024634 A CN 109024634A CN 201811136962 A CN201811136962 A CN 201811136962A CN 109024634 A CN109024634 A CN 109024634A
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- cable section
- anchor cable
- slope
- side slope
- anchoring assembly
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental Sciences (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention provides a kind of Ecological Slope safeguard structure, guard system and Ecological Slope construction methods, belong to Slope Prevention field.Wherein, locking anchor cable section is set under the potential water use of side slope, its stability of the Rock And Soil under potential water use is high, and locking anchor cable section, which is arranged under potential water use, can prevent locking anchor cable section to be detached from side slope in slope deforming and fail.One end of free anchor cable section is connect with locking anchor cable section, and the other end is fixed on anchoring assembly.In slope deforming, anchoring assembly and anchor rope component cooperation form pulling force to it, prevent the further deformation failure of side slope.Holding tank for accommodating soil layer is enclosed by anchoring assembly and side slope, soil layer can provide living environment for plant, especially for bad geological section, gap between the deep enough rock mass of its root system of plant energy, by its close connection, its globality is improved, and then can be to slope surface extended protection.
Description
Technical field
The present invention relates to Slope Prevention field, in particular to a kind of Ecological Slope safeguard structure, guard system and
Ecological Slope construction method.
Background technique
Bad geological section is multiple to educate in the soft hard rock alternating layers High Cut Slope and cunning that loosely collapse diluvial layer and structure development
Hillside fields section, is chronically at creep state, it is difficult to discovery and prevention.
Current slope protection structure cannot for a long time protect slope surface, once slope surface ground weathering off most probably edge
Slope surface tumbles, and there are security risks.
Summary of the invention
The present invention provides a kind of Ecological Slope safeguard structure, it is intended to improve side slope slope surface can not extended protection ask
Topic.
The present invention is implemented as follows:
A kind of Ecological Slope safeguard structure, including anchoring assembly, anchor rope component and green plant component.
Wherein, the anchor rope component includes locking anchor cable section and free anchor cable section, and the locking anchor cable section is set to described
The potential water use of side slope is hereinafter, the free anchor cable section is set to the potential water use of the side slope or more, the free anchor
One end of rope section is connect with the locking anchor cable section.
The anchoring assembly is set to the surface of side slope, and the anchoring assembly is configured for fixing the free anchor cable
Section, the anchoring assembly and the side slope are enclosed holding tank.
The green plant component includes soil layer and plant, and the soil layer is set in the holding tank, the soil layer
For providing living environment for the plant.
Further, in an embodiment of the present invention, the anchoring assembly includes the first steel bar framework, the second reinforcing bar
Frame and concrete bodies, first steel bar framework is connected with second steel bar framework and first steel bar framework, institute
It states the second steel bar framework and the side slope is enclosed the holding tank, first steel bar framework, the concrete bodies pour
It infuses in first steel bar framework, second steel bar framework, the other end of the free anchor cable section is fixed on the coagulation
The soil body.
Further, in an embodiment of the present invention, first steel bar framework is laterally arranged, second reinforcing bar
Frame is longitudinally disposed.
Further, in an embodiment of the present invention, the locking anchor cable section and the free anchor cable section are by multi beam
Steel strand wires are constituted, and the locking anchor cable section is arranged at intervals with stringing ring, the steel strand wires point along the length direction of the steel strand wires
It is not arranged in the fixation hole of the stringing ring.
Further, in an embodiment of the present invention, every Shu Suoshu steel strand wires are arranged protecting tube, the protecting tube
Both ends be filled in butter.
It further, in an embodiment of the present invention, further include protective net, the protective net is set to the side slope
Between the anchoring assembly.
Further, in an embodiment of the present invention, the surface anticorrosive coating of the free anchor cable section.
Further, in an embodiment of the present invention, the locking anchor cable section and the free anchor cable section are pre-
Stress anchor cable.
Further, in an embodiment of the present invention, the soil layer is made of soil engineering bag and planting soil, and described kind
Soil is planted to be filled in the soil engineering bag.
The present invention separately provides a kind of Ecological Slope guard system, including aforementioned Ecological Slope safeguard structure and aqueduct.
Wherein, the aqueduct offers water-guiding hole far from the side of the side slope, and the aqueduct is set to the anchor
Gu between component and the side slope and the water-guiding hole of the aqueduct is embedded in the bottom of the soil layer.
The present invention also provides a kind of Ecological Slope construction methods, include the following steps:
Side slope surveying and locating determines the hole location of anchor rope component installation；
Drilling is carried out to the hole location and forms drilling, the foot of hole reaches under the potential water use of the side slope；
Anchor rope component is installed into the drilling, wherein the locking anchor cable section of the anchor rope component is installed on the side slope
Potential water use hereinafter, the free anchor cable section of the anchor rope component is installed on the potential water use of the side slope or more, then
Slip casting is carried out to the drilling；
Anchoring assembly is installed on the surface of the side slope, and the anchoring assembly and the side slope is made to be enclosed receiving
The anchoring assembly is fixed in one end of the free anchor cable section of the anchor rope component by slot；
It is laid with soil layer into the holding tank, and carries out plant cultivating.
Further, in an embodiment of the present invention, slurry processes perfusion is returned using bottom hole to the bored grouting.
Further, in an embodiment of the present invention, on the surface of the side slope before anchoring assembly installation
It is laid with cement mortar bedding cushion.
The beneficial effects of the present invention are: the Ecological Slope safeguard structure that the present invention obtains by above-mentioned design, wherein locking
Anchor cable section is set under the potential water use of the side slope, and the stability of rock-soil body under potential water use is high, by the anchor that locks
The setting of rope section can prevent locking anchor cable section to be detached from side slope in slope deforming and fail under potential water use.Free anchor cable
One end of section is connect with locking anchor cable section, and the other end is fixed on anchoring assembly.In slope deforming, anchoring assembly and anchor cable group
Part cooperation forms pulling force to it, prevents the further deformation failure of side slope.It is enclosed by anchoring assembly and side slope for accommodating soil
The holding tank of matter layer, soil layer can provide living environment for plant, and especially for bad geological section, root system of plant can
Go deep into the gap between rock mass, by its close connection, improves its globality, and then can be to slope surface extended protection.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of embodiment of the present invention
Attached drawing be briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not to be seen as
It is the restriction to range, it for those of ordinary skill in the art, without creative efforts, can be with root
Other relevant attached drawings are obtained according to these attached drawings.
Fig. 1 is a kind of structural schematic diagram of Ecological Slope safeguard structure provided in an embodiment of the present invention；
Fig. 2 is a kind of structural schematic diagram of anchoring assembly provided in an embodiment of the present invention；
Fig. 3 is a kind of structural schematic diagram of anchor rope component provided in an embodiment of the present invention；
Fig. 4 is the structural schematic diagram of another anchor rope component provided in an embodiment of the present invention.
Icon: 10- Ecological Slope safeguard structure；100- side slope；300- anchoring assembly；310- holding tank；The first steel of 330-
Muscle frame；The second steel bar framework of 350-；370- concrete bodies；500- anchor rope component；510- locking anchor cable section；511- steel strand wires；
513- stringing ring；515- protecting tube；5131- fixation hole；5133- protrusion；The free anchor cable section of 530-；The green plant component of 700-；710-
Soil layer；711- soil engineering bag；713- planting soil；730- plant；900- aqueduct；910- water-guiding hole.
Specific embodiment
To keep the purposes, technical schemes and advantages of embodiment of the present invention clearer, implement below in conjunction with the present invention
The technical solution in embodiment of the present invention is clearly and completely described in attached drawing in mode, it is clear that described reality
The mode of applying is some embodiments of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ability
Domain those of ordinary skill every other embodiment obtained without creative efforts, belongs to the present invention
The range of protection.
Therefore, requirement is not intended to limit to the detailed description of the embodiments of the present invention provided in the accompanying drawings below to protect
The scope of the present invention of shield, but it is merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, ability
Domain those of ordinary skill every other embodiment obtained without creative efforts, belongs to the present invention
The range of protection.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it is to be understood that, term " longitudinal direction ", " transverse direction ", " length ", "upper", "lower",
The orientation or positional relationship of the instructions such as "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of retouching
It states the present invention and simplifies description, rather than the equipment of indication or suggestion meaning or element must have a particular orientation, with specific
Orientation construction and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features.In the description of the present invention, the meaning of " plurality " is two or more,
Unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc.
Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be direct phase
Even, can also indirectly connected through an intermediary, the interaction that can be connection or two elements inside two elements is closed
System；It can be electric connection, be also possible to be electrically connected.It for the ordinary skill in the art, can be according to specific
Situation understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature second feature "upper" or "lower"
It may include that the first and second features directly contact, also may include that the first and second features are not direct contacts but pass through it
Between other characterisation contact.Moreover, fisrt feature includes the first spy above the second feature " above ", " above " and " above "
Sign is right above second feature and oblique upper, or is merely representative of first feature horizontal height higher than second feature.Fisrt feature exists
Second feature " under ", " lower section " and " following " include that fisrt feature is directly below and diagonally below the second feature, or is merely representative of
First feature horizontal height is less than second feature.
Embodiment
Referring to Fig. 1, the embodiment of the present invention provides a kind of Ecological Slope safeguard structure 10, including side slope 100, anchoring assembly
300, anchor rope component 500 and green plant component 700.
Wherein, anchor rope component 500 includes locking anchor cable section 510 and free anchor cable section 530, and locking anchor cable section 510 is set to
Under the potential water use of side slope 100, free anchor cable section 530 is set on the potential water use of side slope 100, free anchor cable section
530 one end is connect with locking anchor cable section 510.
Anchoring assembly 300 is set to the surface of side slope 100, and anchoring assembly 300 is configured for fixed free anchor cable section
530, anchoring assembly 300 and side slope 100 are enclosed holding tank 310.
Green plant component 700 includes soil layer 710 and plant 730, and soil layer 710 is set in holding tank 310, soil layer
710 for providing living environment for plant 730.
In the present embodiment, locking anchor cable section 510 be set to side slope 100 potential water use hereinafter, potential water use with
Under Rock And Soil its stability it is high, locking anchor cable section 510, which is arranged below potential water use, can prevent locking anchor cable section 510
Side slope 100 is detached from when side slope 100 deforms and is failed.One end of free anchor cable section 530 is connect with locking anchor cable section 510, another
Anchoring assembly 300 is fixed in one end.When side slope 100 deforms, anchoring assembly 300 and the cooperation of anchor rope component 500 form drawing to it
Power prevents the further deformation failure of side slope 100.It is enclosed by anchoring assembly 300 and side slope 100 for accommodating soil layer 710
Holding tank 310, soil layer 710 can provide living environment for plant 730, especially for bad geological section, plant 730
Gap between the deep enough rock mass of root system energy its close connection is improved into its globality, and then can be to slope surface extended protection.
In addition, vegetative protection can also prevent water flow from washing away to slope surface, and slope surface ground weathering off, falling rocks can be prevented and treated etc.
Small-sized deforming of the slope aggravation, and achieve the effect that block the trace of artificial reinforced, beautification natural environment.
Referring to Fig. 2, in the present embodiment, anchoring assembly 300 includes the first steel bar framework 330, the second steel bar framework 350
And concrete bodies 370, the first steel bar framework 330 and the connection of the second steel bar framework 350 and the first steel bar framework 330 and the second steel
Muscle frame 350 and side slope 100 are enclosed holding tank 310, and concrete bodies 370 are cast in the first steel bar framework 330, the second steel
In muscle frame 350, the other end of free anchor cable section 530 is fixed on concrete bodies 370.Specifically, multiple first steel bar frameworks 330
With 350 oblique of the second steel bar framework, the second adjacent steel bar framework 350 of the first neighbouring steel bar framework 330, left and right and
Side slope 100 forms holding tank 310.
Anchor rope component 500 is combined with the first steel bar framework 330, the second steel bar framework 350, due to the first steel bar framework 330,
Second steel bar framework 350 and effective contact area of slope surface are larger, and deformation of the side slope 100 under the effect of anchor rope component 500 can obtain
To limitation, which has in the soft hard rock alternating layers High Cut Slope 100 and landslide location for loosely collapsing diluvial layer, structure development
Wide application value.
Specifically, first steel bar framework 330 of the present embodiment laterally setting, the second steel bar framework 350 is longitudinally disposed, in this way
Temporarily building for the scaffold of work progress can be simplified.
Referring to Fig. 3, in the present embodiment, locking anchor cable section 510 and free anchor cable section 530 are by 511 structure of multi beam steel strand wires
At the anchor cable section 510 that locks is arranged at intervals with stringing ring 513 along the length direction of steel strand wires 511, and steel strand wires 511 are arranged in respectively
In the fixation hole 5131 of stringing ring 513.
Steel strand wires 511 are high strength low relaxed materials, can tension slope surface anchoring assembly 300, provide and side slope
100 destroy the pulling force of force opposite direction.It can control the relaxation area development formed due to hand excavation's side slope 100, actively limit
The deformation of side slope 100 simultaneously provides supporting and retaining system active force.
Wherein, stringing ring 513 has the fixation hole 5131 for fixing steel strand wires 511, and optionally, steel strand wires 511 are 5
Beam, fixation hole 5131 are arranged in blossom type.The fixed a branch of steel strand wires 511 of each fixation hole 5131.Blossom type is arranged so that each steel
Twisted wire 511 is more uniformly stressed.
Specifically, in the present embodiment, locking anchor cable section 510 and free anchor cable section 530 are according to its relatively potential sliding
What the position at the place in face was divided, setting connection structure is not needed between the two.Wherein, the one of locking anchor cable section 510
End is provided with anchorage, and anchoring assembly 300 is fixed on by anchorage in one end of free anchor cable section 530.
In construction, first side slope 100 is crept into, locking anchor cable section 510 and free anchor cable section 530 are put into drilling into
Row slip casting.Optionally, it is arranged multiple raised 5133 along the circumferential direction of stringing ring 513, protrusion 5133 can be with the slurries of slip casting
It combines closely, further limits the movement of locking anchor cable section 510.
Referring to Fig. 4, specifically, steel strand wires 511 are arranged with protecting tube 515, and the both ends of protecting tube 515 are filled with Huang
Oil.The effect of protecting tube 515 and butter can protect steel strand wires 511, prevent steel strand wires 511 from corroding, in addition, also can
It prevents concrete from contacting with steel strand wires 511, influences the plastic deformation that steel strand wires 511 answer side slope 100 to destroy development.
In addition, the surface anticorrosive coating of free anchor cable section 530, free anchor cable section 530 is located on potential water use, one
As be in creep state, stability is poor, and due to close to its moisture content of earth's surface it is relatively high, be more vulnerable to raindrop erosion, and
The surface anticorrosive coating of free anchor cable section 530 can prevent the corrosion of free anchor cable section 530.
Locking anchor cable section 510 and free anchor cable section 530 all have preferable plastic deformation ability, in order to guarantee it to anchoring
The pulling force of component 300.In the present embodiment, prestressed stretch-draw is carried out to locking anchor cable section 510 and free anchor cable section 530, makes it
It is plastically deformed in advance, specifically, the Vierendeel girder concrete strength of slip casting and anchoring assembly 300 reaches design strength in drilling
When 70% could tensioning can carry out tensioning.
Specifically, in the present embodiment, soil layer 710 is made of soil engineering bag 711 and planting soil 713, and planting soil 713 is filled
In in soil engineering bag 711.Soil engineering bag 711 has the function of permeable soil impervious, soil particle can be prevented to be lost.
Specifically, plant 730 can be ramping constraints.
For the draining of side slope 100, prevent slope surface charge for remittance serious, the present invention separately provides a kind of Ecological Slope guard system,
Including 100 safeguard structure of Ecological Slope and aqueduct 900, please continue to refer to Fig. 2.
Wherein, aqueduct 900 offers water-guiding hole 910 far from the side of side slope 100, and aqueduct 900 is set to anchoring group
Between part 300 and side slope 100 and the water-guiding hole 910 of aqueduct 900 is embedded in the bottom of soil layer 710.
In the present embodiment, aqueduct 900 can dredge the excessive moisture of 710 bottom of soil layer, reduce rainwater to slope surface
Corrosion function.
The present embodiment also provides a kind of 100 construction method of Ecological Slope, includes the following steps:
100 surveying and locating of side slope determines the hole location that anchor rope component 500 is installed.
Using the hole location of drilling machine pair carry out drilling formed drilling, the bottom of drilling reach side slope 100 potential water use it
Under.
Anchor rope component 500 is installed into drilling, wherein the locking anchor cable section 510 of anchor rope component 500 is installed on side slope 100
Potential water use under, the free anchor cable section 530 of anchor rope component 500 is installed on the potential water use of side slope 100, then
Slip casting is carried out to drilling.Specifically, bored grouting returns slurry processes perfusion using bottom hole, and grouting will fill densification reality, it is ensured that slurries are full.
Grouting amount cannot be less than calculation amount, and when slip casing by pressure, full number was 1.1~1.3MPa.Underflow is overflowed as slip casting using aperture slurries
The standard of end.As generated contraction after primary note is discontented or slip casting solidification, aperture will supplement slip casting, until filling.Slip casting
After, Grouting Pipe, grouting gun and slip casting casing are cleaned up, slip casting record is carried out.After anchor shaft anchor cable installation, it must not strike
It hits, shake.And weight must not be hung on the body of rod in 3d, it is necessary to reach the 75% of design strength to mortar, can carry out down
The construction of one step process.
Wherein, drilling in installation anchor rope component 500 before, can to locking anchor cable section 510 and free anchor cable section 530 step by step
Tensioning, stretching forces at different levels are respectively that 25% multiple of design stretching force is incremented by.Every grade of tensioning interval 2~5 minutes, between afterbody
Every 30 minutes.
Anchoring assembly 300 is installed on the surface of side slope 100, and anchoring assembly 300 and side slope 100 is made to be enclosed holding tank
310, anchoring assembly 300 is fixed in one end of the free anchor cable section 530 of anchor rope component 500.Wherein, in anchoring assembly 300
Concreting must work continuously, and vibrate when pouring.Rapid hardening can be taken when in casting process if any concrete sliding sign
It is pushed down with early strength concrete or with template.After concreting finishes for 24 hours, wet curing immediately, at least wet curing 4 daily
Secondary, curing time is no less than 7 days.First time, wet curing pressure should not be too large after concrete final set, prevent from washing out concrete table
Face.
Wherein, cement mortar bedding cushion is laid on the surface of side slope 100 before anchoring assembly 300 is installed.Cement mortar bedding cushion
Effect be can preliminary smooth slope surface, convenient for the installation of anchoring assembly 300.
It is laid with soil layer 710 into holding tank 310, and carries out the plantation of plant 730.
The foregoing is merely the preferred embodiment of the present invention, are not intended to restrict the invention, for this field
For technical staff, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any
Modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of Ecological Slope safeguard structure, which is characterized in that including
Anchor rope component, the anchor rope component include locking anchor cable section and free anchor cable section, and the locking anchor cable section is set to side slope
Potential water use under, the free anchor cable section is set on the potential water use of the side slope, the free anchor cable section
One end connect with the locking anchor cable section；
Anchoring assembly, the anchoring assembly are set to the surface of the side slope, and the anchoring assembly is configured for fixed institute
Free anchor cable section is stated, the anchoring assembly and the side slope are enclosed holding tank；And
Green plant component, the green plant component includes soil layer and plant, and the soil layer is set in the holding tank, the soil
Matter layer is used to provide living environment for the plant.
2. Ecological Slope safeguard structure according to claim 1, which is characterized in that the anchoring assembly includes the first reinforcing bar
Frame, the second steel bar framework and concrete bodies, first steel bar framework are connect and described with second steel bar framework
One steel bar framework, second steel bar framework and the side slope are enclosed the holding tank, and the concrete bodies are cast in
In first steel bar framework, second steel bar framework, the other end of the free anchor cable section is fixed on the concrete bodies.
3. Ecological Slope safeguard structure according to claim 1, which is characterized in that the locking anchor cable section and the freedom
Anchor cable section is made of multi beam steel strand wires, and the locking anchor cable section is arranged at intervals with stringing ring along the length direction of the steel strand wires,
The steel strand wires are arranged in respectively in the fixation hole of the stringing ring.
4. Ecological Slope safeguard structure according to claim 3, which is characterized in that every Shu Suoshu steel strand wires are arranged protection
Pipe, the both ends of the protecting tube are set filled with butter.
5. Ecological Slope safeguard structure according to claim 1, which is characterized in that it further include protective net, the protective net
It is set between the side slope and the anchoring assembly.
6. Ecological Slope safeguard structure according to claim 1, which is characterized in that the locking anchor cable section and the freedom
Anchor cable section is prestress anchorage cable.
7. a kind of Ecological Slope guard system, which is characterized in that including
Ecological Slope safeguard structure described in any one of claims 1-6；
Aqueduct, the aqueduct offer water-guiding hole far from the side of the side slope, and the aqueduct is set to the anchoring
Between component and the side slope and the water-guiding hole of the aqueduct is embedded in the bottom of the soil layer.
8. a kind of Ecological Slope construction method, which is characterized in that including
Side slope surveying and locating determines the hole location of anchor rope component installation；
Drilling is carried out to the hole location and forms drilling, the foot of hole is below the potential water use of the side slope；
Anchor rope component is installed into the drilling, wherein the locking anchor cable section of the anchor rope component is installed on the latent of the side slope
In sliding surface hereinafter, the free anchor cable section of the anchor rope component is installed on the potential water use of the side slope or more, then to institute
It states drilling and carries out slip casting；
Anchoring assembly is installed on the surface of the side slope, and the anchoring assembly and the side slope is made to be enclosed holding tank, it will
The anchoring assembly is fixed in one end of the free anchor cable section of the anchor rope component；
It is laid with soil layer into the holding tank, and carries out plant cultivating.
9. Ecological Slope construction method according to claim 8, which is characterized in that returned to the bored grouting using bottom hole
Slurry processes perfusion.
10. Ecological Slope construction method according to claim 8, which is characterized in that the anchoring assembly installation before
The surface of the side slope is laid with cement mortar bedding cushion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201811136962.4A CN109024634A (en) | 2018-09-27 | 2018-09-27 | Ecological Slope safeguard structure, guard system and Ecological Slope construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811136962.4A CN109024634A (en) | 2018-09-27 | 2018-09-27 | Ecological Slope safeguard structure, guard system and Ecological Slope construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106895A (en) * | 2019-03-28 | 2019-08-09 | 四川三合坡面科技有限公司 | A kind of construction method of the raw coiled material of plant for slope protection |
| CN110130369A (en) * | 2019-05-17 | 2019-08-16 | 安徽巨业景观建设有限公司 | A kind of rock side slope ecology reinforcement means |
| CN115217126A (en) * | 2022-07-22 | 2022-10-21 | 中铁四局集团第五工程有限公司 | Road slope construction reinforcing equipment and use method |
| CN115369896A (en) * | 2022-09-05 | 2022-11-22 | 广西北投公路建设投资集团有限公司 | Ecological protection system of highway side slope |
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| CN110106895A (en) * | 2019-03-28 | 2019-08-09 | 四川三合坡面科技有限公司 | A kind of construction method of the raw coiled material of plant for slope protection |
| CN110130369A (en) * | 2019-05-17 | 2019-08-16 | 安徽巨业景观建设有限公司 | A kind of rock side slope ecology reinforcement means |
| CN115217126A (en) * | 2022-07-22 | 2022-10-21 | 中铁四局集团第五工程有限公司 | Road slope construction reinforcing equipment and use method |
| CN115217126B (en) * | 2022-07-22 | 2023-05-02 | 中铁四局集团第五工程有限公司 | Road slope construction reinforcing equipment and use method |
| CN115369896A (en) * | 2022-09-05 | 2022-11-22 | 广西北投公路建设投资集团有限公司 | Ecological protection system of highway side slope |
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