CN104790346B - Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination - Google Patents
Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination Download PDFInfo
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- CN104790346B CN104790346B CN201510230832.7A CN201510230832A CN104790346B CN 104790346 B CN104790346 B CN 104790346B CN 201510230832 A CN201510230832 A CN 201510230832A CN 104790346 B CN104790346 B CN 104790346B
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- gabion box
- deal pile
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- retaining wall
- bank slope
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Abstract
The present invention proposes a kind of reservoir drawdown band bank slope protection deal pile gabion box combination and plants raw retaining wall, including, gabion box, deal pile, graded broken stone layer, anti-filter geotextiles and GSZ；Gabion box, for using braided steel wire or being welded into the netted boxes and baskets of rectangle, is ladder-like arranged from lower to upper along retaining wall longitudinal axis and the two rows fissure of displacement is staggered；Rows of deal pile is set in gabion box inner side and outer side, between adjacent deal pile, connects into entirety with the rope made of hemp；Graded broken stone layer it is provided with between the soil body after inner side deal pile and wall；It is provided with anti-filter geotextiles between the soil body between outside deal pile and gabion box and after graded broken stone layer and wall；Between adjacent layer gabion box and after adjacent layer wall, between the soil body, GSZ is set.The method have the benefit that whole structural stability is good, it is possible to opposing sluicing suffered by bank slope, river course bank slope can be played preferable protective action；There is greening environment, purify air and water body, the effect of solid soil moisturizing.
Description
Invention field
The present invention relates to reservoir drawdown band bank slope protection technology, be related specifically to a kind of reservoir drawdown band bank slope protection deal pile-stone
Raw retaining wall is planted in the combination of cage net.
Background technology
Reservoir drawdown band, also known as eat and flow zone or fluctuation district, refers to that reservoir makes periphery flood soil periodically because of seasonal fluctuation in stage
Ground exposure is in a special region of the water surface.Falling zone formed between reservoir area water body and land bank huge ring storehouse ecological every
From band, it is that a kind of special land and water interlocks wetlands ecosystems.Three Gorges Reservoir takes the operating scheme of " clear row is turbid for poultry ", causes
Upstream occurs that drop reaches the falling zone of 30 meters.Periodically washed away by water body due to bank slope and flood, in region, falling zone originally
Plant gradually dead disappear, cause a large amount of earth exposed, severe water and soil erosion, induce many places collapse on the bank, landslide, threaten water
Normal performance, the life property safety of the people and the sustainable development of ecology in reservoir area system of diuretic electrical engineering function.Falling zone is subject to
Storehouse bank runoff and reservoir water wave impact erosion, be more likely formed soil erosion, bank body avalanche, not only can not play the isolation to water body
Defencive function, can carry more pollutant on the contrary and silt threatens reservoir area water quality and the safety of dam.Meanwhile, former in falling zone
The terrestial enviornment come changes into water winter, land summer alternate environment, has the features such as flooding time length, fluctuation in stage amplitude are big.Typically plant
Thing is difficult in adapt to, and often falls after rise in naked state water level, and arid is thin and weak, is then flooded for a long time after rising of groundwater level.And usual water plant
Not drought resisting, xerophyte is weak to flood, and lean thin domatic environment more limits plant growing, similar " desertification " view of generation
Inharmonious also by the development of restriction Reservoir region tourist industry, administer and there is the biggest difficulty.
At present, reservoir drawdown band bank slope protection technology the most only puts undue emphasis on the functions such as flood control, diversion, water drainage, water-retention, less
Consider the harmony in river and the ecological environment of periphery.Bank is carried out frequently with the rigid protection means such as concrete, cemented rock
Slope is protected, and only payes attention to the flood control function of bank protection structure, have ignored the ecological effect in river, river completely by manual, channelization,
Destroying original ecological balance, and its volume, weight are big, material therefor is many, and operating expenses is high, and artificial trace is serious, does not has
There are ecology and landscape function；After rigid protection builds molding by laying bricks or stones, making water system be separated with soil and biotic environment thereof, many moving is planted
Thing cannot be survived, and breaks the ring biological chain of natural river, and bank slope of reservoir can not filter rainwash and purify water, destroying life
State environment；And traditional stone is gloomy with concrete color, surface is dull, gives stiff, coarse, the vision effect of ash cooling
Really, it is impossible to play the effect beautified the environment, more can not adapt with surrounding enviroment.Obviously, prior art reservoir drawdown band bank slope
Means of defence also exists the ecological environment etc. of functions such as only focusing on flood control, diversion, water drainage, water-retention, less consideration river and periphery
Problem.
Summary of the invention
The functions such as flood control, diversion, water drainage, water-retention are only focused on for what solution prior art reservoir drawdown band bank slope protection method existed,
The problems such as the ecological environment of less consideration river and periphery, the present invention proposes a kind of reservoir drawdown band bank slope protection deal pile-gabion box
Raw retaining wall is planted in combination.Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, including, gabion box,
Deal pile, graded broken stone layer, anti-filter geotextiles and GSZ；Gabion box is to use braided steel wire or the rectangle that is welded into netted
Boxes and baskets, are ladder-like arranged from lower to upper along retaining wall longitudinal axis and the two rows fissure of displacement is staggered, and fill inside gabion box
Having can the packeted soil of cultivated plant；Rows of deal pile is set in gabion box inner side and outer side, is positioned at the gabion box two of basic part
The deal pile of side inserts in ground, and the outside deal pile being positioned at upper strata gabion box inserts in lower floor's gabion box, and inner side deal pile inserts
After wall in the soil body, between adjacent deal pile, connect into entirety with the rope made of hemp；It is provided with grating between the soil body after inner side deal pile and wall
Metalling；It is provided with anti-filter geotextiles between the soil body between outside deal pile and gabion box and after graded broken stone layer and wall；In phase
Between adjacent bed gabion box and after adjacent layer wall, between the soil body, GSZ is set；The width of described graded broken stone layer is
20cm～40cm.
Further, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination plants raw retaining wall, at bottom gabion box
Inner side is provided with Masson Pine frame, is provided with plant floating bed at Masson Pine arch, and Masson Pine frame is fixed up with plant floating bed rope；Institute
Stating Masson Pine frame is that to form cross sectional shape be trapezoidal casing in Masson Pine colligation, is filled with cobblestone in casing；Plant floating bed for arranging
There is the floating mat of implantation hole, filling soil in implantation hole, and plantation emergent aquactic plant.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and the steel wire of gabion box is
High-strength corrosion-resistant steel wire or be coated with the high-tensile steel wires of PVC；The height of gabion box is 80cm～120cm, and height and wall
The height of the rear soil body matches.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and each gabion box is upper and lower
With the high-tensile steel wires being coated with PVC, adjacent gabion box colligation is connected at four angles.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and deal pile inserts ground
Or the degree of depth in the soil body is not less than 80cm in lower floor's gabion box or after wall.
Further, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination plants raw retaining wall, between adjacent deal pile
Entirety is connected into rope.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, one end of GSZ
It is mixed between upper and lower two-layer gabion box, and with rope, GSZ is tightened with gabion box.
Further, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination plants raw retaining wall, at low water level gabion box
Middle kind of planting submerged plant, plants emergent aquactic plant in ordinary water level gabion box, plants hygrophyte in high water level gabion box.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and diameter selected by Masson Pine frame
The Masson Pine colligation of 5～10cm, Masson Pine arch width and height are 80～120cm, and bottom width is 150～200cm, height
At least 1/2 embedment ground；Further, the side that meets water at Masson Pine frame is provided with between fish nest hole and connection cobble the Porous space formed.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, uses bamboo, timber
Or one or more in polystyrene foam plastics make plant floating bed, plant floating bed width is 80～120cm, a length of
150cm～250cm；Implantation hole is that hoop is uniformly distributed, bore dia 5～10cm, the degree of depth 8～15cm.
It is that structure is overall that the Advantageous Effects of raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination
Good stability, it is possible to opposing sluicing suffered by bank slope, can play preferable protective action to river course bank slope；Gabion box and planting
Vegetation is completely covered on thing floating bed surface, clear layer, in picturesque disorder, plays greening environment, purifies air, the work of solid soil moisturizing
With, plant can also intercept rainwash pollution of area source, purifying water body.
Accompanying drawing explanation
Accompanying drawing 1 is the diagrammatic side-view cross-sectional schematic diagram that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination；
Accompanying drawing 2 is the front elevational schematic that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination；
Accompanying drawing 3 is the schematic three dimensional views of Masson Pine frame of the present invention；
Accompanying drawing 4 is the diagrammatic side-view cross-sectional schematic diagram that the present invention is plant floating bed.
Below in conjunction with the accompanying drawings and raw gear soil is planted in the combination of reservoir drawdown band bank slope protection deal pile of the present invention-gabion box by specific embodiment
Wall is further described.
Detailed description of the invention
Accompanying drawing 1 is the diagrammatic side-view cross-sectional schematic diagram that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination,
Accompanying drawing 2 is the front elevational schematic that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and accompanying drawing 3 is
The schematic three dimensional views of Masson Pine frame of the present invention, accompanying drawing 4 is the diagrammatic side-view cross-sectional schematic diagram that the present invention is plant floating bed；In figure, 1 is gabion
Net 2 is deal pile, 3 for graded broken stone layer, 4 be anti-filter geotextiles, and 5 is GSZ, and 6 is packeted soil, and 7 is native after wall
Body, 8 is Masson Pine frame, and 9 is plant floating bed, and 10 is rope, and 11 is cobblestone, and 12 is implantation hole, and 13 is submerged plant, 14
For emergent aquactic plant, 15 is hygrophyte, and 16 is fish nest hole.As seen from the figure, reservoir drawdown band bank slope protection deal pile of the present invention-
Raw retaining wall is planted in gabion box combination, including, gabion box 1, deal pile 2, graded broken stone layer 3, anti-filter geotextiles 4 and geotechnique's lattice
Grid 5；Gabion box 1 is to use braided steel wire or the netted boxes and baskets of rectangle being welded into, along retaining wall longitudinal axis from lower to upper in ladder
Shape is arranged and the two rows fissure of displacement is staggered, and being filled with inside gabion box 1 can the packeted soil 6 of cultivated plant；At gabion box 1
Inner side and outer side arranges rows of deal pile 2, and the deal pile 2 of gabion box 1 both sides being positioned at basic part inserts in ground, position
Outside deal pile 2 in upper strata gabion box 1 inserts in lower floor's gabion box, and inner side deal pile 2 inserts after wall in the soil body 7, adjacent
Entirety is connected into the rope made of hemp between deal pile 2；Graded broken stone layer 3 it is provided with between the soil body 7 after inner side deal pile 2 and wall；
It is provided with anti-filter geotextiles 4 between the soil body 7 between outside deal pile 2 and gabion box 1 and after graded broken stone layer 3 and wall；?
GSZ 5 is set between the soil body 7 between adjacent layer gabion box 1 and after adjacent layer wall；The width of described graded broken stone layer 3
For 20cm～40cm.It addition, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination plants raw retaining wall, at bottom stone
The inner side of cage net 1 is provided with Masson Pine frame 8, is provided with plant floating bed 9 at Masson Pine frame 8 top, and Masson Pine frame 8 is used with plant floating bed 9
Rope 10 connects；It is trapezoidal casing that described Masson Pine frame 5 forms cross sectional shape for Masson Pine colligation, is filled with cobblestone in casing
11；Plant floating bed 9 is the floating mat being provided with implantation hole 12, filling soil in implantation hole 12, and plantation emergent aquactic plant 14.
The combination of reservoir drawdown band bank slope protection deal pile of the present invention-gabion box is planted raw retaining wall and is used deal pile to insert after wall the soil body and adjacent
Connect into entirety with the rope made of hemp between deal pile, be effectively increased retaining wall erosion resistibility and stability, and there is good view effect
Really.For ensureing the service life of gabion box, it is ensured that the stability in the large of gabion box and impact resistance, the gabion box of the present invention
Steel wire is high-strength corrosion-resistant steel wire or the high-tensile steel wires being coated with PVC, with being coated with at upper and lower four angles of each gabion box
The high-tensile steel wires of PVC connect adjacent gabion box colligation, and deal pile inserts in ground or lower floor's gabion box or after wall in the soil body
The degree of depth is not less than 80cm, connects into entirety with rope between adjacent deal pile.Further, the height of gabion box is 80cm～120cm,
And the height of the soil body 7 matches after height and wall.For increasing reservoir drawdown band bank slope protection deal pile-gabion box of the present invention further
The bulk strength of raw retaining wall is planted in combination, and the present invention arranges wide graded broken stone layer after retaining wall, has drainage drainage, lotus
Under load effect, metalling adapts to deformation, moreover it is possible to absorb water impact energy, improves erosion resistibility；Outside deal pile backwater one
It is provided with anti-filter geotextiles after side and graded broken stone layer, prevents the loss of earth material, it is ensured that seep water permeable patency；Every calculus cage
After net laying has set, the back-filling in layers soil body grinding compacting, and it is spaced one layer of GSZ of laying, one end of GSZ is mingled with
Between upper and lower two-layer gabion box, and with rope, GSZ is tightened with gabion box, to strengthen level to stability in the large.
For improving the ecological environment, recover riparian ecosystem bio-diversity, the present invention according to the water level conditions during difference regimen of falling zone,
In low water level gabion box, plant planting submerged plant, ordinary water level gabion box is planted emergent aquactic plant, plants in high water level gabion box
Hygrophyte, forms phytobiocoenose system, defines one shore bank green screen, beautified riverside landscape.Masson Pine frame of the present invention
Selecting the Masson Pine colligation of diameter 5～10cm, Masson Pine arch width and height is 80～120cm, and bottom width is 150～200cm,
At least 1/2 embedment ground of height；Further, the side that meets water at Masson Pine frame is provided with between fish nest hole and connection cobble the porous formed
Matter space.Further, one or more in bamboo, timber or polystyrene foam plastics are used to make plant floating bed 9, plant
The width of floating bed 9 is 80～120cm, a length of 150cm～250cm；Implantation hole 16 is uniformly distributed in hoop, bore dia 5～10cm,
The degree of depth 8～15cm.The aquatic animals such as fish nest hole is Fish provide habitat, and plant can also intercept rainwash pollution of area source and purify water
Body, not only improves monolithic stability and the local stability of slope body, is conducive to again recovering riparian ecosystem bio-diversity.
Obviously, the Advantageous Effects of raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is structure
Stability in the large is good, it is possible to opposing sluicing suffered by bank slope, and river course bank slope can be played preferable protective action；Gabion box
It is completely covered with plant floating bed surface vegetation, clear layer, in picturesque disorder, play greening environment, purify air, the moisturizing of solid soil
Effect, plant can also intercept rainwash pollution of area source, purifying water body.
Claims (10)
1. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, it is characterised in that this gear soil
Wall includes, gabion box, deal pile, graded broken stone layer, anti-filter geotextiles and GSZ；Gabion box is compiled for using steel wire
The netted boxes and baskets of rectangle knitted or be welded into, are ladder-like arranged from lower to upper along retaining wall longitudinal axis and the two rows fissure of displacement is handed over
Staggered arrangement arranges, and being filled with inside gabion box can the packeted soil of cultivated plant；In gabion box inner side and outer side, rows of pine is set
Timber, the deal pile of the gabion box both sides being positioned at basic part inserts in ground, is positioned at the outside deal pile of upper strata gabion box
Insert in lower floor's gabion box, after inner side deal pile insertion wall in the soil body, between adjacent deal pile, connect into entirety with the rope made of hemp；
Graded broken stone layer it is provided with between the soil body after inner side deal pile and wall；Between outside deal pile and gabion box and grating is broken
Anti-filter geotextiles it is provided with between the soil body after rock layers and wall；Between adjacent layer gabion box and after adjacent layer wall between the soil body
GSZ is set；The width of described graded broken stone layer is 20cm～40cm.
The most according to claim 1, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levy and be, the inner side of bottom gabion box is provided with Masson Pine frame, be provided with plant floating bed at Masson Pine arch, Masson Pine frame with
Plant floating bed rope is fixed up；Described Masson Pine frame is that to form cross sectional shape be trapezoidal casing in Masson Pine colligation, at casing
Inside it is filled with cobblestone；The plant floating bed floating mat being to be provided with implantation hole, filling soil in implantation hole, and plantation very water
Plant.
The most according to claim 1, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levying and be, the steel wire of gabion box is high-strength corrosion-resistant steel wire or the high-tensile steel wires being coated with PVC；The height of gabion box
Degree is for 80cm～120cm, and after height and wall, the height of the soil body matches.
Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile the most according to claim 1 or claim 2-gabion box combination,
It is characterized in that, with being coated with the high-tensile steel wires of PVC adjacent gabion box colligation at upper and lower four angles of each gabion box
Connect.
The most according to claim 1, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levying and be, deal pile inserts in ground or lower floor's gabion box or after wall, the degree of depth in the soil body is not less than 80cm.
The most according to claim 1, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levy and be, between adjacent deal pile, connect into entirety with rope.
The most according to claim 1, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levying and be, one end of GSZ is mixed between upper and lower two-layer gabion box, and with rope GSZ and gabion box
Tighten.
The most according to claim 1, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levy and be, low water level gabion box is planted planting submerged plant, ordinary water level gabion box is planted emergent aquactic plant, at high water level
Gabion box is planted hygrophyte.
The most according to claim 2, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is special
Levying and be, Masson Pine frame selects the Masson Pine colligation of diameter 5～10cm, Masson Pine arch width and height to be 80～120cm, the end
Portion's width is 150～200cm, at least 1/2 embedment ground of height；Further, the side that meets water at Masson Pine frame is provided with fish nest
The Porous space formed between hole and connection cobble.
The most according to claim 2, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, its
Being characterised by, using one or more in bamboo, timber or polystyrene foam plastics to make plant floating bed, plant floats
The width of bed is 80～120cm, a length of 150cm～250cm；Implantation hole is that hoop is uniformly distributed, bore dia 5～10cm,
The degree of depth 8～15cm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510230832.7A CN104790346B (en) | 2015-05-08 | 2015-05-08 | Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510230832.7A CN104790346B (en) | 2015-05-08 | 2015-05-08 | Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination |
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| CN114197393B (en) * | 2021-12-17 | 2023-08-08 | 浙江工业大学 | Anti-filtering layer-based hydro-fluctuation belt slope ecological treatment method |
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| CN202298560U (en) * | 2011-09-20 | 2012-07-04 | 北京正和恒基滨水生态环境治理有限公司 | Wood stake ecological revetment |
| CN202718138U (en) * | 2012-08-23 | 2013-02-06 | 浙江祥生建设工程有限公司 | Self-locking type ecological retaining wall structure |
| CN203866858U (en) * | 2014-03-18 | 2014-10-08 | 惠州市东江园林工程有限公司 | Riverway revetment plant-growing retaining wall |
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