CN106759104A - Ecological slope protection structure and construction method - Google Patents
Ecological slope protection structure and construction method Download PDFInfo
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- CN106759104A CN106759104A CN201611244359.9A CN201611244359A CN106759104A CN 106759104 A CN106759104 A CN 106759104A CN 201611244359 A CN201611244359 A CN 201611244359A CN 106759104 A CN106759104 A CN 106759104A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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Abstract
The present invention relates to a kind of ecological slope protection structure and construction method, mainly including prefabricated assembled sash beam, the raw coiled material of plant, concrete for plant growth plate, permeable sheet pile wall with ribbing, pervious concrete barricade and environmental water balcony.Concrete for plant growth plate is disposed with domatic longeron and domatic crossbeam enclosed space from bottom to top and raw coiled material is planted；Side slope middle is provided with environmental water balcony, and side slope bottom is provided with permeable sheet pile wall with ribbing.Protective slope structure speed of application involved in the present invention is fast, while bank protection face comprehensive ecology from top to bottom.Present invention also offers the construction method of above-mentioned ecological slope protection structure.
Description
Technical field
The present invention relates to a kind of ecological slope protection structure and construction method.Belong to ground and foundation engineering field, it is adaptable to
Greening requires slope protection works near water that is high, need to taking into account amphibious ecology.
Background technology
River waterway revetment engineering is to protect river bank to attack and wash away taken engineering and arrange from current, stormy waves
Apply.The bank protection structure in usual river course mainly has reinforced earth bank protection structure, grouts or placed rockfill bank protection structure, cast-in-place concrete weight
Power retaining wall bank protection structure and precast concrete block bank protection structure etc., these bank protection structures are meeting bank protection Functional Requirement
Meanwhile, the mass exchange completely cut off between soil and water body destroys the original ecosystem in river loke shore area, causes two packing spaces
Property decline, land bank and aquatic animals and plants lose and perch space, and self-purification of water function reduction even completely loses, and what is left is one
The gallery of rule grey.
In view of this, possess porous plant-growing type eco-concrete to be increasingly being applied in the protective slope structure of river lake.
Plant-growing type eco-concrete bank protection have high intensity, macroporosity, Stability Analysis of Structures, freeze proof melt type it is good, it is effective suppression mound stream
The performance characteristics of mistake, adapt to the raw mode of many plantations again, and afforestation coverage rate reaches more than 95%, improves the ecological environment and landscape,
Long duration ecological revetment is capable of achieving, however, the conventional greening engineering method supporting with plant-growing type eco-concrete bank protection is such as:Seed
Method and turf laying method are disseminated, generally exists that overburden layer anti-erosion (rainfall, fluctuation of water table, current scour) ability is weak, nutrition
Basic unit's fertilizer conservation and poor water retention property, plant drought and freezing tolerance is low, late maintaining high cost, plant come into force fruit climate factor influence
It is big to wait not enough.
Therefore, a kind of efficiency of construction of invention is needed badly at present high, while bank protection face comprehensive ecology from top to bottom, and economic skill
The ecological slope protection structure that art benefit is protruded, has evaded the deficiency of traditional bank and conventional greening engineering method, improves domatic construction effect
Rate, takes into account amphibious ecology, with preferable economic technology benefit.
The content of the invention
It is high it is an object of the invention to provide a kind of efficiency of construction, while bank protection face comprehensive ecology from top to bottom, and warp
Ecological slope protection structure and construction method that Ji technical benefits is protruded.
The purpose of the present invention is achieved through the following technical solutions:Ecological slope protection structure, including it is domatic longeron, domatic
Crossbeam, concrete for plant growth plate, the raw coiled material of plant, environmental water balcony and permeable sheet pile wall with ribbing；Domatic longeron and domatic crossbeam
Concrete for plant growth plate is disposed with enclosed space from bottom to top and raw coiled material is planted；Side slope middle is provided with environmental hydrophilic flat
Platform, side slope bottom is provided with permeable sheet pile wall with ribbing；Described domatic longeron is together with domatic crossbeam grooving and by spiral shell
Bar is fixed, and concrete for plant growth plate and the raw coiled material of plant pass through domatic longeron and domatic crossbeam Interference fixation；Described is environmental hydrophilic
Platform includes that prefabricated board and water balcony framed side wallboard are constituted；Described water balcony side wall bottom sets tough angle A and top is provided with
Translot, sets bracket and osculum on water balcony framed side wallboard；Described prefabricated board is shelved on bracket, is set successively on prefabricated board
Put waterproof layer and laying water-permeable brick；Greening divider wall is set in the top translot of described water balcony framed side wallboard；Described is saturating
Water sheet pile wall with ribbing includes permeable prefabricated board, nose girder, Guan Liang and rest stand, and permeable prefabricated board top both sides set nose girder, nose girder
With permeable prefabricated panels and be bolted on together, the cast-in-place Guan Liang of nose girder and permeable prefabricated board top.
As preferred：Described domatic longeron two ends are joggle joint A and prepared screw-bolt hole C, domatic longeron bottom surrounding
It is provided with notch；Described domatic crossbeam two ends are joggle joint B and prepared screw-bolt hole C, and domatic crossbeam bottom is formed around notch；
Described concrete for plant growth plate surrounding is expansion end structure.
Described permeable prefabricated board top both sides set chimeric rib and bottom sets tough angle B, and permeable prefabricated board both sides are provided with
Inverted triangle rib and built-in fitting and bolt hole A.
Described nose girder is provided with draw-in groove, prepared screw-bolt hole B.
Described rest stand one end sets steel plate with holes, is fixed on permeable prefabricated board by built-in fitting, is put on rest stand
Put gabion and plant underwater plant.
The construction method of ecological slope protection structure, mainly includes the following steps that：
1) preparation of construction：Construction area is marked according to construction drawing, above water carries out side slope rest and reorganization, and underwater portion is carried out
Cofferdam construction, and remove the mud and impurity of basic unit；
2) permeable sheet pile wall construction with ribbing：After permeable prefabricated board is pressed into specified location, installation nose girder simultaneously will by screw rod A
It is fixed together, and unification pours Guan Liang after all permeable prefabricated boards and nose girder have been constructed, and is finally shelved on stone dragon and shelves
Frame；
3) water balcony construction：At side slope ordinary water level, by domatic leveling, according to line setting point by prefabricated water balcony
Framed side wallboard be pressed into side slope specified location, treat prefabricated board laying after the completion of, set gradually on prefabricated board waterproof layer, sand stone layer and thoroughly
Water brick, finally plants greening divider wall at the top of water balcony framed side wallboard；
4) domatic construction：River levee side slope rest and reorganize after, laid successively in river levee side slope first auxotype geotextiles, bed course and
Soil moved in improve the original screed-coat, domatic crossbeam and domatic longeron are installed after secondly soil moved in improve the original construction of leveling blanket is complete according to line setting point, plant raw mixed
Concrete board and raw coiled material is planted by domatic longeron and domatic crossbeam Interference fixation, by bolt B by domatic crossbeam and domatic longeron
Fixed, domatic above water plants slope green plant, side slope underwater portion plantation hygrophyte；
5) casting concrete bears down on one：After the completion of above-mentioned construction, the foundation soil of certain depth, casting concrete are excavated on slope top
Shield top.
The beneficial effects of the invention are as follows:
(1) after the present invention is by the domatic rest and reorganization of river levee, auxotype geotextiles are first laid, re-lay bed course and it is flat, install pre-
The domatic beam and concrete for plant growth plate for making, and be bolted in domatic beam junction, greatly speed up side slope protection treatment
Speed of application, shorten the construction period, with preferable economic technology benefit.
(2) pervious concrete barricade is set in the present invention at water balcony, further strengthens the overall stability of side slope, together
When due to using pervious concrete, effectively protect constituent and ecologic structure in former foundation soil.
(3) clear water platform of the present invention is arranged on platform side wall top, and centre forms water storehouse, in outside platform side wall water storage
Storehouse correspondence position sets osculum, and kind of a plant hole is reserved at the top of platform side wall, plant plantation green plants in plant hole formed greening every
From wall.
(4) river levee bottom of the present invention is set permeable sheet pile wall and is fixed together by nose girder, and gabion is set on rest stand
Presser feet, it is ensured that the stabilization of river levee bottom.
(5) river levee side slope above water of the present invention plants green plants waterborne, and underwater portion plantation underwater plant is conducive to
Ecological environmental protection.
Brief description of the drawings
Fig. 1 is ecological slope protection structural representation in the present invention；
Fig. 2 is the domatic girder construction schematic diagram of ecological slope protection in the present invention；
Fig. 3 is concrete for plant growth plate structure schematic diagram in the present invention；
Fig. 4 is environmental water balcony structural representation in the present invention；
Fig. 5 is permeable prefabricated plate structure schematic diagram in the permeable sheet pile wall with ribbing of the present invention；
Fig. 6 is rest stand structural representation in the present invention；
Fig. 7 is Guide beam structure schematic diagram in the present invention.
In figure：1. river levee；2. bed course；3. domatic longeron；4. concrete for plant growth plate；5. raw coiled material is planted；6. auxotype is geotechnological
Cloth；7. soil moved in improve the original screed-coat；8. prefabricated board；9. waterproof layer；10. sand stone layer；11. water-permeable bricks；12. translots；13. platform framed side wallboards；
14. brackets；15. osculums；16. tough angle A；17. domatic crossbeams；18. permeable prefabricated boards；19. cast-in-place Guan Liangs；20. nose girders；21.
Bolt A；22. gabions；23. rest stands；24. tough angle B；25. chimeric ribs；26. bolt hole A；27. built-in fittings；28. inverted triangle ribs；
29. steel plates with holes；30. bolt hole B；31. draw-in grooves；32. joggle joint A；33. joggle joint B；34. bolt hole C；35. notches；
36. bellends；37. Nutrition Soils；38. bolt Bs；39. concrete bear down on one；40. slope green plants；41. hygrophytes；42. is green
Change divider wall；43. underwater plants；44. environmental water balconies；45. permeable sheet pile walls with ribbing.
Specific embodiment
The present invention is described further with reference to embodiment.The explanation of following embodiments is only intended to help and understands this
Invention.It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, also
Some improvement and modification can be carried out to the present invention, these are improved and modification also falls into the protection domain of the claims in the present invention
It is interior.
The precasting process requirement of domatic beam, prefabricated board etc., the construction process requirement of concreting, slope in present embodiment
Face floristics etc. is repeated no more, and emphasis illustrates the implementation method of ecological slope protection structure construction of the present invention.
Fig. 1 is ecological slope protection structural representation of the present invention, and Fig. 2 is the domatic girder construction signal of ecological slope protection in the present invention
Figure, Fig. 3 is concrete for plant growth plate structure schematic diagram in the present invention, and Fig. 4 is environmental water balcony structural representation in the present invention,
Fig. 5 is permeable prefabricated plate structure schematic diagram in the permeable sheet pile wall with ribbing of the present invention, and Fig. 6 is rest stand structural representation in the present invention
Figure, Fig. 7 is Guide beam structure schematic diagram in the present invention.Ecological slope protection structure shown in reference picture 1, mainly by domatic longeron 3, slope
The compositions such as face crossbeam 17, concrete for plant growth plate 4, the raw coiled material 5 of plant, environmental water balcony 44, permeable sheet pile wall with ribbing 45.It is domatic
Concrete for plant growth plate 4 is disposed with longeron 3 and the enclosed space of domatic crossbeam 17 from bottom to top and raw coiled material is planted；Side slope middle
Environmental water balcony 44 is provided with, side slope bottom is provided with permeable sheet pile wall with ribbing 45.
Before ecological slope protection construction, cofferdam is carried out using steel sheet pile in construction area, the mud of basic unit is removed after drawing water
And impurity, required according to design drawing, nutrition geotextiles 6 are laid after rest and reorganization side slope, then lay one layer of 20mm thickness graded sand and stone
Used as bed course 2, the top of bed course 2 spreads the thick soil moved in improve the original screed-coats 7 of one layer of 200mm；According to line setting position, river levee bottom is carried out successively
Permeable sheet pile wall with ribbing 45, the middle part ecotype water balcony 44 in portion and the construction of other slope structures.
Domatic crossbeam 17 and domatic longeron 3 are prefabricated in the factory using concrete and are directly transported to job site, and its joint is mutual
Locking-type grooving structure, the area on surface 40% digs into the raw groove of plant after concrete for plant growth plate 4 is prefabricated in the factory, and makes
Into green plant growth concrete slab 4.
At side slope ordinary water level, by domatic leveling, the environmental structure of water balcony 44 is installed.Environmental water balcony 44 by
Both sides platforms framed side wallboard 13 and the grade of prefabricated board 8 composition, the height of platform framed side wallboard 13 is 2000mm, between both sides platforms framed side wallboard 13
Distance be 800mm-1200mm, prefabricated board 8 is the thick plain concrete plates of 100mm, width according to both sides platforms framed side wallboard 13 it
Between distance determine.Platform framed side wallboard 13 is squeezed into using plant equipment block-by-block.
Permeable sheet pile wall with ribbing 45 includes permeable prefabricated board 18, nose girder 20, Guan Liang 19 and rest stand 23, permeable prefabricated board 18
Top both sides set nose girder 20, and nose girder and the embedding merga pass bolt 21 of permeable prefabricated board 18 be fixed together, nose girder 20 and permeable
The cast-in-place Guan Liang 19 in the top of prefabricated board 18.Permeable prefabricated board 18 is reinforced concrete prefabricated board, is squeezed into using plant equipment block-by-block.Lead
Beam 20 is armored concrete precast beam, reserves draw-in groove 31 and bolt hole B30.
After the completion of above-mentioned construction, the foundation soil of certain depth is excavated on slope top, casting concrete forms concrete and bears down on one 39,
As shield roof construction.
The construction key step of ecological slope protection is as follows：
1) preparation of construction：Construction area is marked according to construction drawing, above water carries out side slope rest and reorganization, and underwater portion is carried out
Cofferdam construction, and remove the mud and impurity of basic unit.
2) permeable sheet pile wall with ribbing 45 is constructed：After permeable prefabricated board 18 is pressed into specified location, nose girder 20 is installed and is passed through
Screw rod A21 is secured together, and unification pours Guan Liang 19 after all prefabricated boards 18 and nose girder 20 have been constructed, finally by stone dragon
22 are shelved on rest stand 23.
3) water balcony construction：At side slope ordinary water level, by domatic leveling, according to line setting point by prefabricated water balcony
Framed side wallboard 13 is pressed into side slope specified location, after the completion for the treatment of that prefabricated board 8 is laid, waterproof layer 9, sandstone is set gradually on prefabricated board 8
Layer 10 and water-permeable brick 11, finally in the top of water balcony framed side wallboard 13 plantation greening divider wall 42.
4) domatic construction：After river levee side slope is rested and reorganized, auxotype geotextiles 6, bed course 2 are laid successively in river levee side slope first
With soil moved in improve the original screed-coat 7, domatic crossbeam 17 and domatic longeron 3 are installed according to line setting point after secondly soil moved in improve the original screed-coat 7 has been constructed,
Concrete for plant growth plate 4 and raw coiled material 5 is planted by domatic longeron 3 and the Interference fixation of domatic crossbeam 17, by bolt B 38 by domatic horizontal stroke
Beam 17 and domatic longeron 3 are fixed, domatic above water plantation slope green plant 40, side slope underwater portion plantation hygrophyte
41。
5) casting concrete bears down on one：After the completion of above-mentioned construction, the foundation soil of certain depth, casting concrete are excavated on slope top
Shield top 39.
Claims (6)
1. a kind of ecological slope protection structure, it is characterised in that：Including domatic longeron (3), domatic crossbeam (17), concrete for plant growth plate
(4) raw coiled material (5), environmental water balcony (44) and permeable sheet pile wall with ribbing (45), are planted；Domatic longeron (3) and domatic crossbeam
(17) concrete for plant growth plate (4) is disposed with enclosed space from bottom to top and raw coiled material (5) is planted；Side slope middle is provided with ecology
Type water balcony (44), side slope bottom is provided with permeable sheet pile wall with ribbing (45)；Described domatic longeron (3) and domatic crossbeam (17)
Grooving is fixed together and by screw rod, and concrete for plant growth plate (4) and the raw coiled material (5) of plant are by domatic longeron (3) and slope
Face crossbeam (17) Interference fixation；Described environmental water balcony (44) includes prefabricated board (8) and water balcony framed side wallboard (13)
Composition；Described water balcony side wall (13) bottom sets tough angle A (16) and top is provided with translot (12), water balcony framed side wallboard
(13) bracket (14) and osculum (15) are set on；Described prefabricated board (8) is shelved on bracket (14), on prefabricated board (8) according to
Secondary setting waterproof layer (9) and laying water-permeable brick (11)；Set in the top translot (12) of described water balcony framed side wallboard (13)
Greening divider wall (42)；Described sheet pile wall permeable with ribbing (45) including permeable prefabricated board (18), nose girder (20), Guan Liang (19) and
Rest stand (23), permeable prefabricated board (18) top both sides set nose girder (20), and nose girder (20) and permeable prefabricated board (18) are chimeric simultaneously
It is fixed together by bolt (21), the cast-in-place Guan Liang (19) of nose girder (20) and permeable prefabricated board (18) top.
2. ecological slope protection structure according to claim 1, it is characterised in that：Described domatic longeron (3) two ends are tenon
Joint A (32) and prepared screw-bolt hole C (34), domatic longeron (3) bottom are formed around notch (35)；Described domatic crossbeam
(17) two ends are joggle joint B (33) and prepared screw-bolt hole C (34), and domatic crossbeam (17) bottom is formed around notch (35)；Institute
Concrete for plant growth plate (4) surrounding stated is bellend (36) structure.
3. ecological slope protection structure according to claim 1, it is characterised in that：Described permeable prefabricated board (18) top two
Side sets chimeric rib (25) and the tough angle B (24) of bottom setting, and permeable prefabricated board (18) both sides are provided with inverted triangle rib (28) and pre-buried
Part (27) and bolt hole A (26).
4. ecological slope protection structure according to claim 1, it is characterised in that：Described nose girder (20) is provided with draw-in groove
(31), prepared screw-bolt hole B (30).
5. ecological slope protection structure according to claim 1, it is characterised in that：Described rest stand (23) one end sets band
Hole steel plate (29), is fixed on permeable prefabricated board (18) by built-in fitting (27), gabion (22) is placed on rest stand (23) and is planted
Plant underwater plant (43).
6. the construction method of ecological slope protection structure as claimed in claim 1, it is characterised in that mainly include the following steps that：
1) preparation of construction：Construction area is marked according to construction drawing, above water carries out side slope rest and reorganization, and underwater portion carries out cofferdam
Construction, and remove the mud and impurity of basic unit；
2) permeable sheet pile wall with ribbing (45) construction：After permeable prefabricated board (18) is pressed into specified location, nose girder (20) is installed and is led to
Cross screw rod A (21) to be secured together, unification pours Guan Liang after all permeable prefabricated boards (18) and nose girder (20) have been constructed
(19) stone dragon (22) finally, is shelved on rest stand (23)；
3) water balcony construction：At side slope ordinary water level, by domatic leveling, according to line setting point by prefabricated water balcony side wall
Plate (13) be pressed into side slope specified location, treat prefabricated board (8) laying after the completion of, set gradually on prefabricated board (8) waterproof layer (9),
Sand stone layer (10) and water-permeable brick (11), finally in water balcony framed side wallboard (13) top plantation greening divider wall (42)；
4) domatic construction：After river levee side slope is rested and reorganized, auxotype geotextiles (6), bed course (2) are laid successively in river levee side slope first
With soil moved in improve the original screed-coat (7), according to the line setting point domatic crossbeam (17) of installation and domatic after secondly soil moved in improve the original screed-coat (7) construct
Longeron (3), concrete for plant growth plate (4) and the raw coiled material (5) of plant are led to by domatic longeron (3) and domatic crossbeam (17) Interference fixation
Cross bolt B (38) domatic crossbeam (17) and domatic longeron (3) is fixed, domatic above water plants slope green plant (40),
Side slope underwater portion plants hygrophyte (41)；
5) casting concrete bears down on one：After the completion of above-mentioned construction, the foundation soil of certain depth, casting concrete shield top are excavated on slope top
(39)。
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|---|---|---|---|
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| CN106759104B CN106759104B (en) | 2019-03-08 |
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| CN107642098A (en) * | 2017-11-13 | 2018-01-30 | 固远晨通科技发展有限公司 | One kind washes away area's side slope ecological protection structure and preparation method thereof by force |
| CN107963838A (en) * | 2017-09-10 | 2018-04-27 | 湖南中大园林环境科技有限公司 | A kind of ecology spray anchor protective slope structure and method |
| CN108411856A (en) * | 2018-03-16 | 2018-08-17 | 四川省水利科学研究院 | A kind of river waste bank slope restoration of the ecosystem structure and method |
| CN108867551A (en) * | 2018-06-20 | 2018-11-23 | 广东水电二局股份有限公司 | A kind of the laying auxiliary device and laying method of the prefabricated hexagonal block of river levee slope protection |
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| CN109306676A (en) * | 2018-11-13 | 2019-02-05 | 四川港航建设工程有限公司 | The construction method of bank slump reparation structure |
| CN111074893A (en) * | 2019-12-25 | 2020-04-28 | 红河哈尼族彝族自治州水利水电工程地质勘察咨询规划研究院 | Construction system and construction method of concrete cushion layer of river levee dam |
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