CN108708383A - A kind of plant-growing type eco-concrete bank protection and its construction method - Google Patents
A kind of plant-growing type eco-concrete bank protection and its construction method Download PDFInfo
- Publication number
- CN108708383A CN108708383A CN201811003037.4A CN201811003037A CN108708383A CN 108708383 A CN108708383 A CN 108708383A CN 201811003037 A CN201811003037 A CN 201811003037A CN 108708383 A CN108708383 A CN 108708383A
- Authority
- CN
- China
- Prior art keywords
- eco
- concrete
- gutter
- reinforcing rib
- protection body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- A01G20/00—Cultivation of turf, lawn or the like; Apparatus or methods therefor
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
A kind of plant-growing type eco-concrete bank protection and its construction method, plant-growing type eco-concrete bank protection include cushion cap, the slope protection body of three-dimensional trapezium structure on cushion cap, the top gutter for being located at slope protection body top surface, lower part gutter, the eco-concrete layer being laid on slope protection body inclined surface and the drainage pipeline system being connected between eco-concrete layer and top gutter in front of setting slope protection body bottom surface.The medial sulcus in the top gutter is provided with groove along bottom surface, the hanging ring being laid on the reinforcing rib of top layer is arranged in groove, the medial sulcus in the lower part gutter is provided with straight slot along bottom surface, it is laid on hanging ring on undermost reinforcing rib to be arranged in straight slot, and is connect by filling slurries in groove and straight slot with upper and lower part gutter integral.The present invention solves the problems, such as that existing protective slope structure stability is poor, difficulty of construction is big, low construction efficiency.
Description
Technical field
The present invention relates to Construction of Civil Engineering field, especially a kind of plant-growing type eco-concrete bank protection and its construction party
Method.
Background technology
At this stage, bank protection typically now uses ecology bag bank protection, porous structure brick bank protection, mortar bank protection etc..Ecology bag protects
Slope hole is excessive, and bagged articles easily in current scour lower band output body, cause to settle, and influences bank stability, and hole is smaller to planting
The extension of object root system causes to hinder, and influences the stable structure of flexible side slope, and water permeability reduces.Porous structure brick answering on bank protection
With, it should not be arranged excessive there is the gradient, otherwise porous brick easily slides to river, and river levee must be firm, and soil needs compacting, compresses,
Otherwise it is constantly washed away through rainwater and easily forms hollowly band, caused the loosening of thin layer porous brick and be flushed away；In addition, porous structure brick
The problems such as cost is higher, and difficulty of construction is big, and construction workload is big.
Invention content
The object of the present invention is to provide a kind of plant-growing type eco-concrete bank protection and its construction methods, to solve existing bank protection
The problem of structural stability is poor, difficulty of construction is big, low construction efficiency.
To achieve the above object, the present invention adopts the following technical scheme that：
A kind of plant-growing type eco-concrete bank protection, including the slope protection body of cushion cap, three-dimensional trapezium structure on cushion cap, set
Lower part gutter in front of the top gutter, setting slope protection body bottom surface of slope protection body top surface is laid on slope protection body and inclines
The drainage pipeline system of eco-concrete layer and connection between eco-concrete layer and top gutter on inclined-plane.
The eco-concrete layer include the equilateral triangle that close split is laid on slope protection body surface reinforcing rib and
Interval is laid in the eco-concrete block of the equilateral triangle in reinforcing rib；Adjacent reinforcing intercostal is connected by mortar joint filling
It is whole；Two vertex of the reinforcing rib are equipped with hanging ring.
The medial sulcus in the top gutter is provided with elongated groove along bottom surface, is laid on hanging on the reinforcing rib of top layer
Ring is arranged in groove, and the medial sulcus in the lower part gutter is provided with elongated straight slot along bottom surface, is laid on undermost reinforcing
Hanging ring on rib is arranged in straight slot, and is connect by filling slurries in groove and straight slot with upper and lower part gutter integral.
It is laid in identical and stepped of the size of the eco-concrete block of the equilateral triangle in the reinforcing rib
Every setting.
The eco-concrete block is cast by eco-concrete, and the reinforcing that one vertex is embedded with J-shaped hooks, and
Hook end downward, and pours with eco-concrete and is integrated.
The drainage pipeline system includes that interval is located at the pre-buried of the adjacent reinforcing rib edge joint position in eco-concrete layer
Pipe, be connected to the inside of the built-in pipe in same horizontal line communicating pipe and connection top gutter bottom of trench
Horizontal drain pipe between communicating pipe and vertical drainage pipe.
The built-in pipe horizontal direction is arranged and 5% looks for slope from inside to outside.
The horizontal drain pipe horizontal direction is arranged and 5% looks for slope from inside to outside.
The vertical drainage pipe, which is grown along top gutter to interval, to be arranged.
The top gutter is isosceles trapezoid groove, and pervious concrete cover board, the corresponding vertical drainage are stamped in top
Draining double-edged fine-toothed comb is equipped with above pipe installation position.
The lower part gutter is isosceles trapezoid groove, and pervious concrete cover board is stamped at top.
Using the construction method of the plant-growing type eco-concrete bank protection, step is：
Step 1：Place is excavated, and the excavation boundary of cushion cap and slope protection body is determined according to place situation, carries out the construction line-putting, will
Slope protection body up and down dig to design size by the top gutter of both sides and lower part gutter, then pre-buried horizontal drain pipe and vertical
Drainpipe.
Step 2：Slope protection body surface treatment is carried out, slope protection body slope surface is cleared up, it is unqualified to remove slope protection body surface layer
Soil, sundries and hole, slot and ditch within the scope of slope protection body, fill requirement by slope protection body and carry out backfill processing.
Step 3：Soil layer is tamped, construction lofting.
Step 4：It builds barricade and eco-concrete layer by laying bricks or stones, according to design size, barricade is built by laying bricks or stones in slope protection body slope foot, spread
Reinforcing rib and eco-concrete block are built, then carries out cement sand slurry jointing in adjacent reinforcing rib seam crossing.
Step 5：Top gutter medial sulcus will be placed on along following table positioned at the hanging ring of the reinforcing rib of slope protection body top side
In the groove in face, lower part gutter medial sulcus will be placed on along lower surface positioned at the hanging ring of the reinforcing rib of slope protection body lower side
In straight slot, then by filling out slurry processing in groove and straight slot, by eco-concrete layer and top gutter and lower part gutter
Connection forms whole.
Step 6：It is laid with Nutrition Soil, load-carrying turf, requires to set Nutrition Soil, simultaneously on eco-concrete layer upper berth according to vegetation
Tamping, and then thickness control plants turf in 50mm according to the plantation density of design, control spacing in the rows and buried depth.
Step 7：Management service forms green vegetation, is watered according to weather, ensures that survival rate, later stage promote vegetation early period
Growth forms green protecting slope.
Compared with prior art the invention has the characteristics that and advantageous effect：
1, stability, hanging ring and top gutter and lower part gutter of the eco-concrete layer upper and lower sides of the present invention by reinforcing rib
Connection so that cushion cap, slope protection body, eco-concrete layer are connected as one, and are formed and are stablized protective slope structure, improve entire bank protection
Durability；Simultaneously reinforcing rib with eco-concrete is prefabricated is integrated, and before prefabricated, setting, which is reinforced, in reinforcing rib hooks, increase
The pawl grip of eco-concrete layer, increases the stability of protective slope structure entirety；Top gutter and slope protection body slope surface it
Between pre-buried setting drainpipe, effectively avoid, due to collapsing in the slope that rainfall occurs and Piping phenomenon, increasing the steady of protective slope structure
It is qualitative.
2, construction efficiency, the present invention replace the heap of previous fritter porous brick in the form of large scale reinforcing rib is closely pieced together
It builds, substantially increases construction speed and quality, while, at the form of fritter, ensureing using by large scale reinforcing rib inside division
Its stability.
3, economy, the present invention forms eco-concrete layer by the way that eco-concrete is perfused in reinforcing rib, wherein ecology
Concrete uses building castoff, is greatly saved engineering cost.
It the composite can be widely applied in bank protection and filled wall system.
Description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is stereogram of the present invention.
Fig. 2 is the front elevation view of the present invention.
Fig. 3 is the side elevational view of the present invention.
Fig. 4 is the structural schematic diagram of reinforcing rib.
Fig. 5 is that eco-concrete block is reinforcing the distributed architecture schematic diagram in hooking.
Fig. 6 is to reinforce the structural schematic diagram hooked.
Reference numeral：Reference numeral：1-cushion cap, 2-slope protection bodies, 3-top gutters, 4-lower part gutters, 5-
Reinforcing rib, 6-hanging rings, 7-reinforce hooks, 8-built-in pipes, 9-communicating pipes, 10-horizontal drain pipes, 11-vertical drainage pipes,
12-eco-concrete blocks.
Specific implementation mode
Embodiment is referring to shown in Fig. 1-Fig. 3, a kind of plant-growing type eco-concrete bank protection and its construction method, the gradient of bank protection
It is 30 °~75 °, including the slope protection body 2 of cushion cap 1, three-dimensional trapezium structure on cushion cap 1, is located at 2 top surface of slope protection body
Top gutter 3, the lower part gutter 4 in front of setting slope protection body 2 bottom surface, the life being laid on 2 inclined surface of slope protection body
State concrete layer and the drainage pipeline system being connected between eco-concrete layer and top gutter 3；The eco-concrete
Layer includes that the reinforcing rib 5 for the equilateral triangle that close split is laid on 2 surface of slope protection body and interval are laid in reinforcing rib 5
Eco-concrete block 12；Entirety is formed by mortar joint filling between reinforcing rib 5；It is shown in Figure 4, two tops of the reinforcing rib 5
It is respectively provided with a hanging ring 6 at angle, facilitates construction；Reinforcing rib making by the way of assembled at slope protection construction scene, it is described
Reinforcing rib is laid at least two rows, two rows is laid in the present embodiment, and reinforcing rib is respectively on one side equipped with two hanging rings
Top margin and bottom edge, adjacent two reinforcing rib, which turns upside down, in often arranging compact Layout and mutually agrees with splicing, after making, into
Row mortar joint filling, improves its globality；Reinforcing rib is unified prefabricated in factory with eco-concrete block, and scene is directly assembled,
Before making, the reinforcing hook 7 of pre-buried J-shaped, increases the pawl grip with slope protection body, improves and stablize in eco-concrete block
Property, 12 thickness 150mm of eco-concrete block；The medial sulcus in the top gutter 3 is provided with groove along bottom surface, is laid on top layer
Reinforcing rib 5 on hanging ring 6 be arranged in groove, the medial sulcus in the lower part gutter 4 is provided with straight slot along bottom surface, is laid on most
Hanging ring 6 on the reinforcing rib 5 of lower layer is arranged in straight slot, and is drained with upper and lower part by filling slurries in groove and straight slot
Ditch connection is integral.
Shown in Figure 5,5 width of the reinforcing rib is 60~90mm, thickness 180mm, be laid in the reinforcing rib 5 etc.
The size of the eco-concrete block 12 of side triangle is identical and the setting of stepped interval；In the present embodiment, in a reinforcing rib
Level Four concret block 12 is laid from top to bottom, and the first order lays a block concrete block, two block concrete blocks are laid in the second level
Body, the third level lay three block concrete blocks, the fourth stage lays four block concrete blocks；Equilateral triangle concret block 12 is just
To the reinforcing hook 7 of arrangement, J-shaped, the lower-left Angle Position in concret block is set；Be provided on the outside of reinforcing rib built-in pipe 8 pass through it is pre-
Buried via hole；The eco-concrete block 12 is cast by eco-concrete, and one vertex is embedded with the reinforcing hook 7 of J-shaped, and
Hook end downward, and pours with eco-concrete and is integrated；Shown in Figure 6, the reinforcing of the J-shaped hooks 7 and is made of steel wire,
Whitewashing design is first carried out before pouring, reaches antisepsis, and specific size is determined according to corresponding bank protection size；Eco-concrete layer
Interior adjacent 5 edge joint position of the reinforcing rib is equipped at intervals with elongated built-in pipe 8, the setting of 8 horizontal direction of the built-in pipe, spacing 2m,
And 5% slope is looked for from inside to outside, it is conducive to the timely discharge of sewage, a diameter of 60~80mm of built-in pipe.
Shown in Figure 3, the inside of the built-in pipe 8 in same horizontal line is connected to by communicating pipe 9, communicating pipe
It is connected to by horizontal drain pipe 10 and vertical drainage pipe 11 between 9 and the bottom of trench in top gutter 3, and horizontal drain pipe 10 is by interior
Outside 5% looks for slope, is conducive to the timely discharge of sewage, and prevention rainfall is excessive, landslide phenomenon occurs；The vertical drainage pipe, level
The caliber of drainpipe is 60mm；The vertical drainage pipe 11, which is grown along top gutter 3 to interval, to be arranged；The vertical row being sequentially communicated
Water pipe 11, horizontal drain pipe 10, communicating pipe 9 and built-in pipe 8 constitute the drainage pipeline system of the present invention, in the slope foot of upper and lower slope surface
Poured in place concrete builds barricade by laying bricks or stones, it is contemplated that rainwater high water level changes to low water level, and bank slope soil infiltration may cause ecology
Soil percolation, piping below concrete, and then slope stability is destroyed, therefore design drainage pipeline system.
The top gutter 3 is isosceles trapezoid groove, and top is stamped the intensity that 90mm is thick, hole and grain size are smaller and is
It is equipped with draining double-edged fine-toothed comb above the pervious concrete cover board of C20, corresponding 11 installation position of vertical drainage pipe, ensures that rainfall can
It while discongesting draining phenomenon in time, prevents sundries from entering gutter, is conducive to dredging in time for water, the gutter 3
Bottom of trench is equipped at intervals with the intercommunicating pore for being connected to vertical drainage pipe 11, and top gutter connects drainpipe, accelerates draining.
The lower part gutter 4 is isosceles trapezoid groove, and top is stamped pervious concrete cover board, prevents pollutant from entering；
Upper and lower part gutter uses prefabrication, the mode that scene is mated formation to construct；There is water storage in the lower part gutter, mainly
For collecting rainwater, part discharge, a part increase air humidity, provide plant growth.
Using the construction method of the plant-growing type eco-concrete bank protection, step is：
Step 1：Place is excavated, and the excavation boundary of cushion cap 1 and slope protection body 2 is determined according to place situation, carries out the construction line-putting,
The top gutter 3 of about 2 both sides of slope protection body and lower part gutter 4 are dug to design size, then pre-buried horizontal drain pipe
10 and vertical drainage pipe 11.
Step 2：It carries out slope protection body 2 to be surface-treated, clears up 2 slope surface of slope protection body, remove 2 surface layer of slope protection body and do not conform to
Hole, slot and ditch in lattice soil, 2 range of sundries and slope protection body, fill requirement by slope protection body 2 and carry out backfill processing.
Step 3：Soil layer is tamped, construction lofting.
Step 4：It builds barricade and eco-concrete layer by laying bricks or stones, according to design size, barricade is built by laying bricks or stones in 2 slope foot of slope protection body, spread
Reinforcing rib 5 and eco-concrete block 12 are built, then carries out cement sand slurry jointing in adjacent reinforcing rib seam crossing.
Step 5：3 medial sulcus of top gutter will be placed under positioned at the hanging ring of the reinforcing rib of 2 top side of slope protection body
In the groove on surface, 4 medial sulcus of lower part gutter will be placed on along following table positioned at the hanging ring of the reinforcing rib of 2 lower side of slope protection body
In the straight slot in face, then by filling out slurry processing in groove and straight slot, eco-concrete layer and top gutter 3 and lower part are arranged
The connection of ditch 4 forms whole.
Step 6：It is laid with Nutrition Soil, load-carrying turf, requires to set Nutrition Soil, simultaneously on eco-concrete layer upper berth according to vegetation
Tamping, and then thickness control plants turf in 50mm according to the plantation density of design, control spacing in the rows and buried depth.
Step 7：Management service forms green vegetation, is watered according to weather, ensures that survival rate, later stage promote vegetation early period
Growth forms green protecting slope.
Claims (10)
1. a kind of plant-growing type eco-concrete bank protection, it is characterised in that：Including cushion cap（1）, be located at cushion cap（1）On three-dimensional ladder
The slope protection body of shape structure（2）, be located at slope protection body（2）The top gutter of top surface（3）, setting slope protection body（2）Before bottom surface
The lower part gutter of side（4）, be laid on slope protection body（2）Eco-concrete layer and connection on inclined surface is in eco-concrete layer
With top gutter（3）Between drainage pipeline system；
The eco-concrete layer includes that close split is laid on slope protection body（2）The reinforcing rib of the equilateral triangle on surface（5）
And interval is laid in reinforcing rib（5）The eco-concrete block of interior equilateral triangle（12）；Adjacent reinforcing rib（5）Between pass through sand
It is integral to starch joint filling connection；The reinforcing rib（5）Two vertex be equipped with hanging ring（6）；
The top gutter（3）Medial sulcus elongated groove is provided with along bottom surface, be laid on the reinforcing rib of top layer（5）On
Hanging ring（6）It is arranged in groove, the lower part gutter（4）Medial sulcus elongated straight slot is provided with along bottom surface, be laid on most lower
The reinforcing rib of layer（5）On hanging ring（6）It is arranged in straight slot, and arranged with upper and lower part by filling slurries in groove and straight slot
Ditch connection is integral.
2. plant-growing type eco-concrete bank protection according to claim 1, it is characterised in that：It is laid in the reinforcing rib（5）
The eco-concrete block of interior equilateral triangle（12）Size is identical and the setting of stepped interval.
3. plant-growing type eco-concrete bank protection according to claim 2, it is characterised in that：The eco-concrete block
（12）It is cast by eco-concrete, the reinforcing that one vertex is embedded with J-shaped hooks（7）, and hook end is downward, and with ecology
Concreting is integrated.
4. plant-growing type eco-concrete bank protection according to claim 1, it is characterised in that：The drainage pipeline system includes
Interval is located at the adjacent reinforcing rib in eco-concrete layer（5）The built-in pipe of edge joint position（8）, connection positioned at same horizontal line
On the built-in pipe（8）Inside communicating pipe（9）And connection is in top gutter（3）Bottom of trench and communicating pipe（9）It
Between horizontal drain pipe（10）With vertical drainage pipe（11）.
5. plant-growing type eco-concrete bank protection according to claim 4, it is characterised in that：The built-in pipe（8）Horizontal direction
It is arranged and 5% looks for slope from inside to outside.
6. plant-growing type eco-concrete bank protection according to claim 4, it is characterised in that：The horizontal drain pipe（10）Water
It puts down to setting and 5% looks for slope from inside to outside.
7. plant-growing type eco-concrete bank protection according to claim 4, it is characterised in that：The vertical drainage pipe（11）Edge
Top gutter（3）It is long to be arranged to interval.
8. plant-growing type eco-concrete bank protection according to claim 1, it is characterised in that：The top gutter（3）For
Pervious concrete cover board, the corresponding vertical drainage pipe are stamped in isosceles trapezoid groove, top（11）The row of being equipped with above installation position
Leaf grating for down pipe.
9. plant-growing type eco-concrete bank protection according to claim 1, it is characterised in that：The lower part gutter（4）For
Pervious concrete cover board is stamped at isosceles trapezoid groove, top.
10. the construction method of application plant-growing type eco-concrete bank protection described in claim 1, which is characterized in that step is：
Step 1：Place is excavated, and cushion cap is determined according to place situation（1）And slope protection body（2）Excavation boundary, carry out construction put
Line, by slope protection body（2）The top gutter of upper and lower both sides（3）With lower part gutter（4）It digs to design size, then pre-buried water
Flat raft water pipe（10）With vertical drainage pipe（11）；
Step 2：Carry out slope protection body（2）Slope protection body is cleared up in surface treatment（2）Slope surface removes slope protection body（2）Surface layer is not
Qualified soil, sundries and slope protection body（2）Hole, slot in range and ditch, by slope protection body（2）Requirement is filled to carry out at backfill
Reason；
Step 3：Soil layer is tamped, construction lofting；
Step 4：Barricade and eco-concrete layer are built by laying bricks or stones, according to design size, in slope protection body（2）Slope foot builds barricade, making by laying bricks or stones
Reinforcing rib（5）And eco-concrete block（12）, then cement sand slurry jointing is carried out in adjacent reinforcing rib seam crossing；
Step 5：Slope protection body will be located at（2）The hanging ring of the reinforcing rib of top side is placed on top gutter（3）Medial sulcus is under
In the groove on surface, slope protection body will be located at（2）The hanging ring of the reinforcing rib of lower side is placed on lower part gutter（4）Medial sulcus edge
In the straight slot of lower surface, then by filling out slurry processing in groove and straight slot, by eco-concrete layer and top gutter（3）With
Lower part gutter（4）Connection forms whole；
Step 6：It is laid with Nutrition Soil, load-carrying turf, requires to set Nutrition Soil on eco-concrete layer upper berth and consolidate according to vegetation,
And then thickness control plants turf in 50mm according to the plantation density of design, control spacing in the rows and buried depth；
Step 7：Management service forms green vegetation, is watered according to weather, ensures that survival rate, later stage promote vegetation growth early period,
Form green protecting slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811003037.4A CN108708383A (en) | 2018-08-30 | 2018-08-30 | A kind of plant-growing type eco-concrete bank protection and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811003037.4A CN108708383A (en) | 2018-08-30 | 2018-08-30 | A kind of plant-growing type eco-concrete bank protection and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108708383A true CN108708383A (en) | 2018-10-26 |
Family
ID=63873787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811003037.4A Pending CN108708383A (en) | 2018-08-30 | 2018-08-30 | A kind of plant-growing type eco-concrete bank protection and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108708383A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577456A (en) * | 2018-12-07 | 2019-04-05 | 杭州昂创科技有限公司 | The construction method of environmental prefabricated assembling type reinforced concrete chute drainage system |
| CN113216221A (en) * | 2021-05-11 | 2021-08-06 | 北华航天工业学院 | Ecological restoration method for water retention and water saving of rock slope |
-
2018
- 2018-08-30 CN CN201811003037.4A patent/CN108708383A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577456A (en) * | 2018-12-07 | 2019-04-05 | 杭州昂创科技有限公司 | The construction method of environmental prefabricated assembling type reinforced concrete chute drainage system |
| CN109577456B (en) * | 2018-12-07 | 2020-11-20 | 杭州昂创科技有限公司 | Construction method of ecological prefabricated assembly type reinforced concrete rapid trough drainage system |
| CN113216221A (en) * | 2021-05-11 | 2021-08-06 | 北华航天工业学院 | Ecological restoration method for water retention and water saving of rock slope |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210395607U (en) | Side slope buried drainage structure | |
| CN205999903U (en) | Environment-friendly type grass planting Concrete Highway protective slope structure | |
| CN117926849A (en) | Construction method and application of high-strength gravity retaining wall | |
| CN104846781A (en) | Ecological interlocking block and ecological interlocking block type slope protection construction method | |
| CN110241779A (en) | A kind of ecological block barricade and its construction method | |
| CN209760147U (en) | A ecological bank protection for hydraulic engineering | |
| CN103334450B (en) | Construction method of pile precast slab retaining wall with drainage ditch | |
| CN108708383A (en) | A kind of plant-growing type eco-concrete bank protection and its construction method | |
| CN114875936A (en) | Construction method for drainage and protection of high cut slope side ditch | |
| CN108018828B (en) | Slope protection structure | |
| CN208933976U (en) | A kind of plant-growing type eco-concrete slope protection | |
| CN110055983B (en) | Fast-assembling component formula protective structure of refuse dump side slope | |
| CN216445914U (en) | Hydraulic engineering river course combined type ecological bank protection | |
| CN109295942A (en) | Ecoscape type irrigation canal and its construction method | |
| CN102704437A (en) | Coal mining subsidence area cultivation water source reconstruction method suitable for complex mountain area | |
| CN216515520U (en) | Underground drainage structure of high-fill engineering in water-rich area | |
| CN213143094U (en) | Ecological geogrid reinforced soil slope device | |
| CN212223776U (en) | Novel hydraulic engineering side slope construction protection system | |
| CN109315183B (en) | Garden engineering slope greening structure | |
| CN111997009A (en) | Lining method of farmland ecological drainage ditch | |
| CN211256719U (en) | Semicircular drainage channel | |
| CN215888287U (en) | Water-rich sandy slope water-drainage-preventing system | |
| CN109826155A (en) | Karst Geological Landscape river structure and its construction method | |
| CN214033745U (en) | Ecological structure for protecting hydraulic engineering laid by long-distance pipeline along slope | |
| CN218667383U (en) | River bank water ecological block slope protection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |