CN109281322A - A kind of high-strength precompressed anchor pole combines slope planting structure and method with precast rc slab - Google Patents
A kind of high-strength precompressed anchor pole combines slope planting structure and method with precast rc slab Download PDFInfo
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- CN109281322A CN109281322A CN201811070118.6A CN201811070118A CN109281322A CN 109281322 A CN109281322 A CN 109281322A CN 201811070118 A CN201811070118 A CN 201811070118A CN 109281322 A CN109281322 A CN 109281322A
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- 238000000034 method Methods 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000009825 accumulation Methods 0.000 claims abstract description 8
- 238000000502 dialysis Methods 0.000 claims abstract description 8
- 239000012528 membrane Substances 0.000 claims abstract description 8
- 235000013311 vegetables Nutrition 0.000 claims abstract description 7
- 238000004873 anchoring Methods 0.000 claims description 45
- 239000004570 mortar (masonry) Substances 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 13
- 239000003795 chemical substances by application Substances 0.000 claims description 7
- 230000008961 swelling Effects 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 6
- 238000007711 solidification Methods 0.000 claims description 5
- 230000008023 solidification Effects 0.000 claims description 5
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 239000002689 soil Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 239000011435 rock Substances 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- A01G22/00—Cultivation of specific crops or plants not otherwise provided for
-
- 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
- A01G25/00—Watering gardens, fields, sports grounds or the like
-
- 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
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/30—Methods or installations for obtaining or collecting drinking water or tap water from snow or ice
-
- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Water Supply & Treatment (AREA)
- Mining & Mineral Resources (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Environmental Sciences (AREA)
- Health & Medical Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Botany (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
A kind of high-strength precompressed anchor pole combines slope planting structure with precast rc slab, header tank including being set to side slope top of the slope, more lateral precast rc slabs have from top to bottom been evenly arranged on side slope surface, lateral precast rc slab is fixedly mounted on side slope surface by more high-strength precompressed anchor poles, lateral feed pipe closed at both ends is placed on each transverse direction precast rc slab, multiple apopores are offered on lateral feed pipe, lateral water supply tube outer surface is enclosed with dialysis membrane, each transverse direction feed pipe passes through longitudinal feed pipe and is connected to header tank, covering is by the plant cover concrete accumulation body containing vegetable seeds on each transverse direction feed pipe.A kind of high-strength precompressed anchor pole provided by the invention combines slope planting structure and method with precast rc slab, it can solve the problem of existing slope planting structure can not realize safe slope protection in a short time while reach slope greening, increase green coverage again while meeting slope treatment.
Description
Technical field
The present invention relates to slope greening technical field, especially a kind of high-strength precompressed anchor pole and precast rc slab join
Close slope planting structure and method.
Background technique
China is vast in territory, and mountainous region is numerous, some areas form the side slope there are security risk due to the influence of environment.
In order to promote the exchange between each department, the expanding economy of various regions section is promoted, country carries forward vigorously road, railway infrastructure
Construction.In highway, Environment in Railway Engineering Construction, since topography is sternly changeable, need to excavate a large amount of side slopes.Side slope after excavation loses
Original vegetative coverage protection causes to excavate the serious soil erosion phenomenon of location appearance, causes severe ecological environment destruction；
Meanwhile the great peace such as avalanche, landslide, mud-rock flow will be present when encountering adverse weather influences in the steep side slope formed after excavation
Full hidden danger brings massive losses to the life of the people, property safety.With people to the target of ecological environmental protection increasingly
Height, to China's slope greening, more stringent requirements are proposed.
The method that side slope is administered at present, can realize safe slope protection in a short time while reach slope greening target
It is less, and in administering to the steep side slope for needing to improve ecological environment, it is reinforced and greening method with greater need for side slope is reinforced
It improves.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of high-strength precompressed anchor poles to combine with precast rc slab
Slope planting structure and method, can solve existing slope planting structure can not realize safe slope protection in a short time while reach
The problem of slope greening, increases green coverage again while meeting slope treatment.
In order to solve the above technical problems, the technical scheme adopted by the invention is that: a kind of high-strength precompressed anchor pole and pre-manufactured steel
Reinforced concrete plate combines slope planting structure, the header tank including being set to side slope top of the slope, on side slope surface from top to bottom uniformly
More lateral precast rc slabs are disposed with, lateral precast rc slab passes through the fixed peace of more high-strength precompressed anchor poles
On side slope surface, lateral feed pipe closed at both ends, lateral feed pipe are placed on each transverse direction precast rc slab
On offer multiple apopores, lateral water supply tube outer surface is enclosed with dialysis membrane, each transverse direction feed pipe pass through longitudinal feed pipe with
Header tank is connected to, and covering is by the plant cover concrete accumulation body containing vegetable seeds on each transverse direction feed pipe；
In high-strength precompressed anchor pole, anchoring body bottom is equipped with the first rigid disk, and anchoring body is by high-strength far from side slope free face one end
Precompressed anchoring body and ordinary mortar anchoring body close to side slope free face one end form, and anchor pole one end passes through bolt and laterally pre-
Armoured concrete slab processed is fixedly connected, and the anchor pole other end is protruded into anchoring body and connect with the first rigid disk, high-strength precompressed anchoring body
The second rigid disk is provided between ordinary mortar anchoring body.
The cross section of lateral precast rc slab is L-type or triangle, each transverse direction precast rc slab and vertical
It is connected between precast rc slab by high-strength precompressed anchor pole.
Header tank is provided with drainage prism close to a upper lateral part of massif.
In drainage prism, fine sand body two sides are successively piled up from the inside to the outside coarse sand body, rubble body and gravel body.
High-strength precompressed anchoring body is solidified by the cement mortar that addition mass content is 10-30% swelling agent to be made, ordinary mortar
Anchoring body is solidified by cement mortar to be made, and the height of ordinary mortar anchoring body is the 20-30% of anchoring body height.
A method of slope greening being carried out using structure described in any one of the claims 1-6, feature exists
In method includes the following steps:
Step 1: being drilled with multiple anchor holes on side slope surface, the anchor pole with the first rigid disk is inserted into anchor hole, is added into anchor hole
Enter the cement mortar solidification that mass content is 10-30% swelling agent and high-strength precompressed anchoring body is made, at the top of high-strength precompressed anchoring body
Second rigid disk is set, then cement mortar is added into anchor hole and solidifies obtained ordinary mortar anchoring body；
Step 2: lateral precast rc slab and longitudinal precast rc slab are passed through into backing plate, washer, bolt and height
Strong precompressed anchor pole connection；
Step 3: will be closed at both ends, lateral feed pipe is made after being evenly equipped with the pvc pipe outer wall package dialysis membrane of apopore, it will be lateral
Feed pipe is placed on lateral precast rc slab；
Step 4: header tank being set in top of the slope, longitudinal feed pipe of installation connection header tank and lateral feed pipe is leaned in header tank
Drainage prism is arranged in one upper lateral part of nearly massif；
Step 5: plant cover concrete of the injection containing vegetable seeds forms plant cover concrete accumulation body on each lateral feed pipe, i.e.,
Realize that high-strength precompressed anchor pole combines slope greening with precast rc slab.
The aperture in each transverse direction feed pipe upper water-out hole is sequentially reduced by top of the slope to bottom of slope direction.
A kind of high-strength precompressed anchor pole provided by the invention combines slope planting structure and method with precast rc slab,
It has the beneficial effect that:
1, compared with conventional anchor, rock anchor withdrawal resistance is substantially improved high-strength precompressed anchor pole, and test display reaches as high as traditional anchor
1.7 times of bar rock anchor withdrawal resistance, are greatly reduced slope sliding；The probability of anchor pole contact water and air is greatly reduced, it is big to increase two
Density, the intensity, impermeability of main body (anchoring body, slope soil), improve the durability of anchor pole.Increase by two interface (anchoring bodys
With anchor pole interface, anchoring body and slope soil) direct stress and frictional resistance.
2, mixed in the vegetation that high-strength precompressed anchor pole and precast rc slab are formed compared with the whitewashing of traditional slope surface is administered
Solidifying soil accumulation area can satisfy the diversified target of Virescence form.
3, compared with planting vegetation slope controlling, the high-strength precompressed anchor of different length can be selected according to different side slope forms
Bar realizes slope controlling in a short time.
4, the length of precast slab can carry out Rational choice according to the area of slope controlling, and high-strength precompressed anchor pole can
Rational choice is carried out with the slope surface height according to locating for governance unit.
5, it is anchored by several times, the soil body can be caused defeated and dispersed by excessive stresses to avoid the slope surface soil body, aggravate landslide disaster
Generation.
6, natural rain, snow-broth can be collected by header tank and is provided for a long term moisture for side slope vegetation, reduce the later period
Artificial investment.
7, lateral feed pipe is made in PVC water pipe package dialysis membrane, and moisture can be allowed to enter soil, and the substance in soil without
Method enters water pipe, solves the problems, such as water outlet hole plug.
8, the aperture in each lateral feed pipe upper water-out hole is sequentially reduced by top of the slope to bottom of slope direction, it is contemplated that the pressure of water with
Slope surface height change is related, height proportional locating for the size in aperture and lateral feed pipe, it is ensured that each water
Certain moisture is saved in pipe, so that each layer of vegetation of slope surface has enough moisture to supply, avoids transverse direction of the moisture from bottom of slope
It is directly overflowed in feed pipe.
9, the design of rigid disk provides certain counter-force to the cement mortar that swelling agent is added, makes it more preferably to anchor hole two
The soil body on side generates extruding, to reach the anchoring effect for wanting acquirement.
10, drainage prism plays the role of filtering, by the gear of silt particle or other impurities in surface water except rib body,
Water body is only allowed to flow into header tank.
Can solve existing slope planting structure can not realize safe slope protection in a short time while reach slope greening
Problem increases green coverage again while meeting slope treatment.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples:
Fig. 1 is the structural schematic diagram of greening structure of the present invention；
Fig. 2 is the side view of greening structure of the present invention；
Fig. 3 is the schematic diagram of the high-strength precompressed anchor pole of greening structure of the present invention；
Fig. 4 is the schematic diagram of the drainage prism of greening structure of the present invention；
Fig. 5 is the schematic diagram of the lateral feed pipe of the present invention.
Specific embodiment
Embodiment one
As Figure 1-Figure 5, a kind of high-strength precompressed anchor pole combines slope planting structure, including setting with precast rc slab
It is horizontal in being from top to bottom evenly arranged more lateral precast rc slabs 7 on the header tank 1 of side slope top of the slope, side slope surface
It is fixedly mounted on side slope surface to precast rc slab 7 by more high-strength precompressed anchor poles 3, each transverse direction is precast reinforced mixed
It is placed with lateral feed pipe 5 closed at both ends on concrete board 7, multiple apopores 9, lateral water supply are offered on lateral feed pipe 5
5 outer surface of pipe is enclosed with dialysis membrane, and each transverse direction feed pipe 5 passes through longitudinal feed pipe 6 and is connected to header tank 1, each transverse direction feed pipe 5
Upper covering is by the plant cover concrete accumulation body containing vegetable seeds；
In high-strength precompressed anchor pole 3, anchoring body bottom is equipped with the first rigid disk 15, and anchoring body is by the height far from side slope free face one end
Strong precompressed anchoring body 16 and the ordinary mortar anchoring body 17 close to side slope free face one end form, and 11 one end of anchor pole passes through bolt
14 are fixedly connected with lateral precast rc slab 7, and 11 other end of anchor pole is protruded into anchoring body and connect with the first rigid disk 15,
The second rigid disk 21 is provided between high-strength precompressed anchoring body 16 and ordinary mortar anchoring body 17.
The cross section of lateral precast rc slab 7 is L-type or triangle, each transverse direction precast rc slab 7 with
It is connected between longitudinal precast rc slab 8 by high-strength precompressed anchor pole 3.
Header tank 1 is provided with drainage prism 18 close to a upper lateral part of massif.
In drainage prism 18,19 two sides of fine sand body are successively piled up from the inside to the outside coarse sand body 20, rubble body 4 and gravel body
2。
High-strength precompressed anchoring body 16 is solidified by the cement mortar that addition mass content is 10-30% swelling agent to be made, normal sands
It starches anchoring body 17 to be made by cement mortar solidification, the height of ordinary mortar anchoring body 17 is the 20-30% of anchoring body height.
The aperture in 5 upper water-out hole 9 of each transverse direction feed pipe is sequentially reduced by top of the slope to bottom of slope direction.
Each transverse direction feed pipe 5 is connected to by cross pvc pipe with longitudinal feed pipe 6, lateral feed pipe 5 and longitudinal feed pipe
6 be preferably pvc pipe.
Lateral feed pipe 5 is equipped with filter screen 10, the connection of longitudinal feed pipe 6 and header tank 1 with longitudinal 6 junction of feed pipe
Place also is provided with filter screen 10.
Embodiment two
A method of carrying out slope greening using the above structure, method includes the following steps:
Step 1: cleaning side slope, using it is artificial and it is simple and mechanical remove side slope on rubble and sundries, sequentially should from top to bottom into
Row；
Step 2: being drilled with multiple anchor holes on side slope surface, the anchor pole 11 with the first rigid disk 15 is inserted into anchor hole, to anchor hole
Middle addition mass content is that high-strength precompressed anchoring body 16 is made in the cement mortar solidification of 10-30% swelling agent, is anchored in high-strength precompressed
Second rigid disk 21 is set at the top of body 16, axial compressive force suffered by anchor pole 11 is made to be converted into lateral pressure, increases the resistance to plucking of anchor pole
Power, then cement mortar is added into anchor hole and solidifies obtained ordinary mortar anchoring body 17；
Step 3: lateral precast rc slab 7 and longitudinal precast rc slab 8 are passed through into backing plate 12, washer 13, spiral shell
Bolt 14 is connect with high-strength precompressed anchor pole 3；
Step 4: will be closed at both ends, lateral feed pipe 5 is made after being evenly equipped with the pvc pipe outer wall package dialysis membrane of apopore 9, it will be horizontal
It is placed on lateral precast rc slab 7 to feed pipe 5；
Step 5: header tank 1 being set in top of the slope, longitudinal feed pipe 6 of installation connection header tank 1 and lateral feed pipe 5 is catchmenting
Drainage prism 18 is arranged close to a upper lateral part of massif in case 1；
Step 6: plant cover concrete of the injection containing vegetable seeds forms plant cover concrete accumulation body on each lateral feed pipe 5,
Realize that high-strength precompressed anchor pole combines slope greening with precast rc slab.
The use of header tank 1 is embed-type, is built by brick, concrete coating.
The above embodiments are only the preferred technical solution of the present invention, and are not construed as limitation of the invention, this Shen
Please in embodiment and embodiment in feature in the absence of conflict, can mutual any combination.Protection model of the invention
The technical solution that should be recorded with claim is enclosed, the equivalent replacement side of technical characteristic in the technical solution recorded including claim
Case is protection scope.Equivalent replacement i.e. within this range is improved, also within protection scope of the present invention.
Claims (6)
1. a kind of high-strength precompressed anchor pole combines slope planting structure with precast rc slab, including being set to side slope top of the slope
Header tank (1), it is characterised in that: more lateral precast rc slabs (7) have from top to bottom been evenly arranged on side slope surface,
Lateral precast rc slab (7) is fixedly mounted on side slope surface by more high-strength precompressed anchor poles (3), and each transverse direction is prefabricated
It is placed with lateral feed pipe (5) closed at both ends on armoured concrete slab (7), offers multiple water outlets on lateral feed pipe (5)
Hole (9), lateral feed pipe (5) outer surface are enclosed with dialysis membrane, and each transverse direction feed pipe (5) passes through longitudinal feed pipe (6) and catchments
Case (1) is connected to, and covering is by the plant cover concrete accumulation body containing vegetable seeds on each transverse direction feed pipe (5)；
In high-strength precompressed anchor pole (3), anchoring body bottom is equipped with the first rigid disk (15), and anchoring body is by far from side slope free face one end
High-strength precompressed anchoring body (16) and close to side slope free face one end ordinary mortar anchoring body (17) form, anchor pole (11) one
End is fixedly connected by bolt (14) with lateral precast rc slab (7), anchor pole (11) other end protrude into anchoring body and
First rigid disk (15) connection, is provided with the second rigid disk between high-strength precompressed anchoring body (16) and ordinary mortar anchoring body (17)
(21).
2. a kind of high-strength precompressed anchor pole according to claim 1 combines slope planting structure with precast rc slab,
It is characterized by: the cross section of lateral precast rc slab (7) is L-type or triangle, each transverse direction prefabricated reinforced concrete
It is connect between plate (7) and longitudinal precast rc slab (8) by high-strength precompressed anchor pole (3).
3. a kind of high-strength precompressed anchor pole according to claim 1 combines slope planting structure with precast rc slab,
It is characterized by: header tank (1) is provided with drainage prism (18) close to a upper lateral part of massif.
4. a kind of high-strength precompressed anchor pole according to claim 3 combines slope planting structure with precast rc slab,
It is characterized by: fine sand body (19) two sides are successively piled up from the inside to the outside coarse sand body (20), rubble body in drainage prism (18)
(4) and gravel body (2).
5. a kind of high-strength precompressed anchor pole according to claim 1 combines slope planting structure with precast rc slab,
It is made it is characterized by: high-strength precompressed anchoring body (16) is solidified by the cement mortar that addition mass content is 10-30% swelling agent,
Ordinary mortar anchoring body (17) is solidified by cement mortar to be made, and the height of ordinary mortar anchoring body (17) is anchoring body height
20-30%。
6. a kind of method for carrying out slope greening using structure described in any one of the claims 1-6, it is characterised in that
Method includes the following steps:
Step 1: it is drilled with multiple anchor holes on side slope surface, the anchor pole (11) with the first rigid disk (15) is inserted into anchor hole, to
The cement mortar solidification that mass content is 10-30% swelling agent is added in anchor hole, high-strength precompressed anchoring body (16) is made, high-strength pre-
It presses and the second rigid disk (21) is set at the top of anchoring body (16), then cement mortar solidification is added into anchor hole, ordinary mortar anchoring is made
Body (17)；
Step 2: lateral precast rc slab (7) and longitudinal precast rc slab (8) are passed through into backing plate (12), washer
(13), bolt (14) is connect with high-strength precompressed anchor pole (3)；
Step 3: will be closed at both ends, lateral feed pipe (5) are made after being evenly equipped with the pvc pipe outer wall package dialysis membrane of apopore (9),
Lateral feed pipe (5) is placed on lateral precast rc slab (7)；
Step 4: header tank (1) being set in top of the slope, longitudinal feed pipe of installation connection header tank (1) and lateral feed pipe (5)
(6), drainage prism (18) are set close to a upper lateral part of massif in header tank (1)；
Step 5: plant cover concrete of the injection containing vegetable seeds forms plant cover concrete accumulation on each lateral feed pipe (5)
Body realizes that high-strength precompressed anchor pole combines slope greening with precast rc slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811070118.6A CN109281322B (en) | 2018-09-13 | 2018-09-13 | Slope greening structure and method combining high-strength pre-pressed anchor rods and prefabricated reinforced concrete plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811070118.6A CN109281322B (en) | 2018-09-13 | 2018-09-13 | Slope greening structure and method combining high-strength pre-pressed anchor rods and prefabricated reinforced concrete plates |
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| Publication Number | Publication Date |
|---|---|
| CN109281322A true CN109281322A (en) | 2019-01-29 |
| CN109281322B CN109281322B (en) | 2020-09-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811070118.6A Active CN109281322B (en) | 2018-09-13 | 2018-09-13 | Slope greening structure and method combining high-strength pre-pressed anchor rods and prefabricated reinforced concrete plates |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826213A (en) * | 2019-03-19 | 2019-05-31 | 长沙矿山研究院有限责任公司 | A kind of slope reinforcement structure |
| CN110402720A (en) * | 2019-07-15 | 2019-11-05 | 三峡大学 | A kind of slope greening structure moisturizing water discharge control method of hanging plate and sunshading board combined supporting |
| CN110485381A (en) * | 2019-08-23 | 2019-11-22 | 上海勘测设计研究院有限公司 | Rock-fill dams downstream dam facing protective slope structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726476A (en) * | 2014-01-14 | 2014-04-16 | 东北师范大学 | Ecological pollution prevention and slope protection method for protecting water source |
| CN105201011A (en) * | 2015-09-18 | 2015-12-30 | 山东大学 | Complex anchored-plate retaining wall and construction method thereof |
| CN205475263U (en) * | 2015-12-31 | 2016-08-17 | 马钢(集团)控股有限公司 | High steep slope planting structure of open -air metallic ore |
| CN206768837U (en) * | 2017-01-23 | 2017-12-19 | 四川交投建设工程股份有限公司 | Highway cutting slope ecological protective slope structure |
| CN108506026A (en) * | 2018-05-03 | 2018-09-07 | 三峡大学 | A kind of tunnel lining structure of high-strength precompressed anchor pole and liquid inclusion enclave synergy |
-
2018
- 2018-09-13 CN CN201811070118.6A patent/CN109281322B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726476A (en) * | 2014-01-14 | 2014-04-16 | 东北师范大学 | Ecological pollution prevention and slope protection method for protecting water source |
| CN105201011A (en) * | 2015-09-18 | 2015-12-30 | 山东大学 | Complex anchored-plate retaining wall and construction method thereof |
| CN205475263U (en) * | 2015-12-31 | 2016-08-17 | 马钢(集团)控股有限公司 | High steep slope planting structure of open -air metallic ore |
| CN206768837U (en) * | 2017-01-23 | 2017-12-19 | 四川交投建设工程股份有限公司 | Highway cutting slope ecological protective slope structure |
| CN108506026A (en) * | 2018-05-03 | 2018-09-07 | 三峡大学 | A kind of tunnel lining structure of high-strength precompressed anchor pole and liquid inclusion enclave synergy |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826213A (en) * | 2019-03-19 | 2019-05-31 | 长沙矿山研究院有限责任公司 | A kind of slope reinforcement structure |
| CN110402720A (en) * | 2019-07-15 | 2019-11-05 | 三峡大学 | A kind of slope greening structure moisturizing water discharge control method of hanging plate and sunshading board combined supporting |
| CN110402720B (en) * | 2019-07-15 | 2021-05-04 | 三峡大学 | Slope greening structure water replenishing and draining control method based on combined supporting of hanging plate and sun shield |
| CN110485381A (en) * | 2019-08-23 | 2019-11-22 | 上海勘测设计研究院有限公司 | Rock-fill dams downstream dam facing protective slope structure |
| CN110485381B (en) * | 2019-08-23 | 2024-06-11 | 上海勘测设计研究院有限公司 | Slope protection structure for downstream dam face of rock-fill dam |
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| CN109281322B (en) | 2020-09-22 |
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Application publication date: 20190129 Assignee: Hubei Hongzhuo Architectural Design Co.,Ltd. Assignor: CHINA THREE GORGES University Contract record no.: X2023980043461 Denomination of invention: A combined slope greening structure and method of high-strength preloaded anchor rod and prefabricated reinforced concrete slab Granted publication date: 20200922 License type: Exclusive License Record date: 20231019 |
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