CN115217067B - Green plant ecological retaining wall combined green road and design and construction method thereof - Google Patents
Green plant ecological retaining wall combined green road and design and construction method thereof Download PDFInfo
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- CN115217067B CN115217067B CN202211023364.2A CN202211023364A CN115217067B CN 115217067 B CN115217067 B CN 115217067B CN 202211023364 A CN202211023364 A CN 202211023364A CN 115217067 B CN115217067 B CN 115217067B
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- 241001464837 Viridiplantae Species 0.000 title claims abstract description 26
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000009434 installation Methods 0.000 claims description 18
- 241000196324 Embryophyta Species 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 5
- 244000269722 Thea sinensis Species 0.000 claims description 3
- 235000009569 green tea Nutrition 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 241000251468 Actinopterygii Species 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 description 12
- 239000002131 composite material Substances 0.000 description 4
- 230000009467 reduction Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
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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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
- A01G9/022—Pots for vertical horticulture
- A01G9/023—Multi-tiered planters
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
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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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
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- 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
- E02D5/22—Piles
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- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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Abstract
The invention discloses a green road combined with a green plant ecological retaining wall and a design and construction method thereof. The invention has the effect of reducing the influence of the retaining wall on the growth of fishes while meeting the combination condition of the retaining wall and the two phases of the water channel.
Description
Technical Field
The invention relates to the field of green road construction, in particular to a green road combined with a green plant ecological retaining wall and a design construction method thereof.
Background
The Bidao is a composite corridor established by taking water as a link and river, lake and reservoir and estuary bank zones as carriers and comprehensively having ecological, safety, cultural, landscape and leisure functions.
In the related art, in order to solve the problem that the concrete retaining wall with steep river banks is not suitable for the appearance of a sidewalk, the back of the concrete retaining wall is usually poured into an inclined form, and soil layers are filled in the slope and planted in green plants, so that the ecological characteristics of the concrete retaining wall are improved.
To sum up, compared with the steep concrete retaining wall, the cross-sectional area of the lower part of the upward inclined concrete retaining wall is larger, and in a long and narrow river channel, the bottom of the concrete retaining wall occupies most of the river bed, so that the fish reproduction and survival are influenced, and how to reduce the influence of the retaining wall on the fish growth while meeting the two-phase combination condition of the retaining wall and the green channel is the key of the design and construction of the retaining wall and the green channel, so that the improvement space is still provided.
Disclosure of Invention
The invention provides a green plant ecological retaining wall combined green plant ecological retaining wall and a design construction method thereof, aiming at meeting the combination condition of the retaining wall and the green plant ecological retaining wall and reducing the influence of the retaining wall on the growth of fishes.
The invention provides a green road combined with a green plant ecological retaining wall and a design construction method thereof, which adopt the following technical scheme:
the utility model provides a blue way that combines together with green ecological barricade of planting, includes blue way, a plurality of planting groove and a plurality of combination pile body that are used for supporting planting the groove of planting green planting of planting, blue way is laid in the bank, and is a plurality of planting the slope of groove sets up in bank one side, and is adjacent planting the mutual concatenation of groove and forming ecological barricade, and is a plurality of the combination pile body lower extreme is vertical to be inserted and is beaten in the bottom of the river bed, and is a plurality of combination pile body interval distribution, combination pile body top is fixed with planting tank bottom joint.
Through adopting above-mentioned technical scheme, the mode that adopts the combination pile body supports fixedly to planting the groove, traditional concrete placement construction mode has been replaced, not only reduce the condition that concrete construction pollutes the river course, and each combination pile body interval distribution, the big problem of concrete barricade area of coverage has been solved, furthest's reduction is to the influence of fish growth, in addition, adopt the mode of assembly to between combination pile body and the planting groove, between the adjacent planting groove, fix between planting groove and the blue way, the time of waiting for the concrete setting has been reduced, be favorable to improving the efficiency of construction.
Preferably, the combination pile body includes vertical stake and batter pile, vertical stake is vertical to be inserted and is beaten in the riverbed bottom, the batter pile slant is inserted and is beaten in the bank lateral wall, vertical stake top is connected with the batter pile top, it has the through-hole to plant tank bottom portion to run through, vertical stake passes the through-hole and extends to planting the inslot with the connecting portion of batter pile, vertical stake and batter pile will jointly plant the groove and erect.
Through adopting above-mentioned technical scheme, the steadiness of being connected of combination pile body and riverbed and river bank has been improved, simultaneously, run through at planting the groove and set up the through-hole, vertical pile pegs graft in the through-hole with the connecting portion of batter pile jointly, play location and supporting role to planting the groove simultaneously, because it is the top that links to each other between vertical pile and the batter pile to make the combination pile body be the shape that the top is narrow, the lower part is wide roughly, this mode is convenient for peg graft with the through-hole, is favorable to improving installation effectiveness and installation quality.
Preferably, the vertical pile top is provided with a guide seat, the guide seat is provided with a guide hole for the oblique pile to pass through, and the guide hole inclines downwards towards the side wall of the river bank.
Through adopting above-mentioned technical scheme, accomplish at vertical stake and insert and beat the back, at vertical stake top installation guide holder, the guide holder plays the guide effect, and vertical stake plays the supporting role, is favorable to improving stability and quality when the batter pile is inserted and is beaten.
Preferably, a concrete layer is laid at the bottom in the planting groove, and connecting parts of the vertical piles and the inclined piles are buried in the concrete layer.
Through adopting above-mentioned technical scheme for vertical stake and batter pile form wholly with planting the groove, are favorable to improving the connectivity of combination pile body and planting the groove, improve planting groove bottom strength simultaneously, with the weight of supporting soil and plant.
Preferably, the green road is provided with a guardrail, and the guardrail extends along the length direction of the green road.
By adopting the technical scheme, the method is favorable for improving the Bidao safety.
Preferably, the upper end of the planting groove is provided with an outer edge part, and the outer edge part is erected on the upper end face of the green road.
Through adopting above-mentioned technical scheme, the blue way is connected and the supporting role to planting the groove upper end, is favorable to improving the steadiness of planting the groove.
Preferably, the lower end of the guardrail penetrates through the outer edge part and is fixed on the road.
Through adopting above-mentioned technical scheme, the guardrail is as the plug connector, and it is fixed to peg graft the outer edge portion of planting the groove, is favorable to improving whole installation effectiveness.
A design and construction method of a green road combined with a green plant ecological retaining wall comprises the following steps:
s1: cofferdam construction: a cofferdam is arranged on one side of the river bank in a surrounding way, and accumulated water in the cofferdam is drained;
s2: inserting and driving the combined pile body: firstly, vertically inserting and driving each vertical pile to the bottom of a river bed one by one, wherein the height of each vertical pile extending out of the water surface is gradually reduced towards the direction far away from the side wall of the river bank, then fixing a guide seat at the top of each vertical pile, then penetrating an inclined pile through a guide hole of the guide seat, obliquely inserting and driving the inclined pile to the side wall of the river bank along the direction of the guide hole until the top of each vertical pile is converged with the top of the inclined pile, and then connecting and fixing the vertical piles and the inclined piles;
s3: paving the green road;
s4: planting groove installation: sequentially installing each planting groove on the top of the corresponding combined pile body, wherein in the installation step, the planting grooves are horizontally hung above the combined pile bodies, so that the through holes of the planting grooves are respectively aligned with the tops of the combined pile bodies, then the planting grooves are vertically lowered, the through hole closest to the river bank in the planting grooves is firstly in splicing fit with the top of the combined pile body closest to the river bank, the planting grooves are continuously lowered, one end, far away from the river bank, of each planting groove slowly swings downwards, the purpose of splicing each through hole with the top of the corresponding combined pile body is further realized one by one, the planting grooves are erected by the vertical piles and the inclined piles of a plurality of combined pile bodies together, and the outer edge parts of the planting grooves are erected on the surface of a green road to keep the planting grooves in an inclined downward state;
s5: installing a guardrail: vertically penetrating the lower end of the guardrail through the outer edge part of the planting groove, and fixing the guardrail on the surface of the green road;
s6: concrete layer laying: firstly, building a template on the outer bottom wall of the planting groove, closing the lower end opening of the through hole by the template, then paving a concrete layer on the inner bottom wall of the planting groove, burying the top of the combined pile body in the concrete layer, and filling soil into the planting groove and planting green plants after the concrete layer is solidified;
s7: and (5) irrigating and maintaining.
Through adopting above-mentioned technical scheme, highly toward the direction of keeping away from the river bank reducing step by step of vertical stake, thereby form the slant support, in addition, when putting down planting groove, accomplish earlier and plant the through-hole that is closest to the river bank in the groove and the cooperation of pegging graft at the combined pile body top that is closest to the river bank, accomplish the grafting operation of other combined pile bodies and other through-holes of planting groove at the mode of putting down through planting groove after that, need not to calibrate a plurality of hole sites simultaneously, the location degree of difficulty of reduction, and can put the in-process under planting the groove and in time make the fine setting to planting the groove, so that the installation of other hole sites is accomplished to the accuracy, be favorable to improving planting groove installation effectiveness.
In summary, the invention includes at least one of the following beneficial technical effects:
1. the mode that adopts the composite pile body supports fixedly planting the groove, traditional concrete placement construction mode has been replaced, not only reduce the condition that concrete construction pollutes the river course, and each composite pile body interval distribution, the big problem of concrete retaining wall coverage area has been solved, the influence to fish growth of reduction to bigger limit, in addition, adopt the mode of assembly to between composite pile body and the planting groove, between the adjacent planting groove, plant and fix between groove and the green way, the time of waiting for the concrete to solidify has been reduced, be favorable to improving the efficiency of construction.
2. Make special design to combination pile body position, highly reduce toward the direction of keeping away from the river bank step by step vertical stake, in order to form the slant support, and the cooperation is planted the hoist and mount mode that the groove level was transferred, only need accomplish calibration operation and the grafting cooperation operation of one side through-hole position and combination pile body earlier, then accomplish the grafting operation of other combination pile bodies and other through-holes of planting the groove through the mode of planting the groove lower hem, need not to calibrate a plurality of hole sites simultaneously, the location degree of difficulty of reduction, and can put the in-process under the planting groove and in time make the fine setting to planting the groove, so that the installation of other hole sites is accomplished to the accuracy, be favorable to improving planting groove installation effectiveness.
Drawings
Fig. 1 is a schematic view of an overall structure of a green track combined with a green plant ecological retaining wall according to an embodiment of the present application.
Fig. 2 is an exploded view of a green track associated with a green plant ecological retaining wall according to an embodiment of the present application.
Description of the reference numerals: 1. a river bank; 2. green tea leaves; 3. planting grooves; 31. a concrete layer; 32. a through hole; 33. an outer edge portion; 4. combining the pile body; 41. vertical piles; 42. oblique piles; 5. a guide seat; 51. a guide hole; 6. and (4) a guardrail.
Detailed Description
The present invention is described in further detail below with reference to FIGS. 1-2.
The embodiment of the invention discloses a green road combined with a green plant ecological retaining wall and a design and construction method thereof. Referring to fig. 1 and 2, a green track combined with a green plant ecological retaining wall comprises a green track 2, a plurality of planting grooves 3 for planting green plants, and a plurality of combined pile bodies 4 for supporting the planting grooves 3. The adjacent planting grooves 3 are arranged at the tops of the combined pile bodies 4, the adjacent planting grooves 3 are mutually spliced and form an inclined ecological retaining wall on one side of the river bank 1, wherein the lower ends of the combined pile bodies 4 are vertically inserted into the bottom of a river bed, and the combined pile bodies 4 are distributed at intervals, so that the problem that the coverage area of a concrete retaining wall is large is solved, and the influence of the concrete retaining wall on the growth of fishes is reduced to a greater extent.
Specifically, the combined pile body 4 comprises a vertical pile 41 and an inclined pile 42, the vertical pile 41 is vertically inserted and driven at the bottom of the river bed, a guide seat 5 is fixed at the top of the vertical pile 41, the guide seat 5 is provided with a guide hole 51 for the inclined pile 42 to pass through, the guide hole 51 inclines downwards towards the side wall of the river bank 1, and the inclined pile 42 is obliquely inserted and driven at the side wall of the river bank 1. The bottom of the planting groove 3 is penetrated with a through hole 32, and the inclined upper end of the planting groove 3 is fixed with an outer edge part 33. When planting groove 3 and installing in combination pile body 4 top, the connecting portion of vertical stake 41 and batter pile 42 pass through the through-hole 32 and extend to plant in the groove 3, and vertical stake 41 and batter pile 42 will jointly plant groove 3 and erect, and plant groove 3's outer portion 33 of following and set up in the dark 2 up end of saying, are favorable to improving installation effectiveness and installation quality.
In addition, a concrete layer 31 is laid at the bottom in the planting groove 3, so that the connecting part of the vertical pile 41 and the inclined pile 42 is embedded in the concrete layer 31, the strength of the bottom of the planting groove 3 is improved, and meanwhile, the connectivity of the combined pile body 4 and the planting groove 3 is also improved.
For improving the 2 security on the green road, be provided with guardrail 6 on green road 2, guardrail 6 extends along green road 2 length direction. When installing guardrail 6, 6 lower extremes of guardrail run through outer edge 33 and are fixed in two way 2, are favorable to planting 3 steadiness in groove and improve whole installation effectiveness.
A design and construction method of a green road combined with a green plant ecological retaining wall comprises the following steps:
s1: cofferdam construction: and a cofferdam is arranged on one side of the river bank 1 in an enclosing manner, and accumulated water in the cofferdam is pumped out.
S2: inserting and driving the combined pile body 4: vertical pile 41 and batter pile 42 in the combined pile body 4 are steel pipe piles, in the step of inserting and driving combined pile body 4, firstly, each vertical pile 41 is vertically inserted and driven to the bottom of a river bed one by one, wherein the height of each vertical pile 41 extending out of the water surface is gradually reduced towards the direction far away from the side wall of a river bank 1, then a guide seat 5 is fixed at the top of the vertical pile 41, then, the batter pile 42 penetrates through a guide hole 51 of the guide seat 5, the batter pile 42 is obliquely inserted and driven to the side wall of the river bank 1 along the direction of the guide hole 51 until the top of the vertical pile 41 and the top of the batter pile 42 are converged, then, the vertical pile 41 and the batter pile 42 are fixedly connected, and therefore, an oblique support is formed on one side of the river bank 1.
S3: laying the Bidao 2: paving the kerb of the pavement 2 and filling the stone slag on the surface of the river bank 1, and then pouring concrete to form the pavement 2.
S4: planting groove 3 installation: the planting grooves 3 are sequentially installed at the tops of the corresponding combined pile bodies 4, in the installation step, the planting grooves 3 are horizontally hung above the combined pile bodies 4, the through holes 32 of the planting grooves 3 are respectively aligned to the tops of the combined pile bodies 4, then the planting grooves 3 are vertically placed, the through holes 32 closest to the river bank 1 in the planting grooves 3 are firstly in inserting fit with the tops of the combined pile bodies 4 closest to the river bank 1, the planting grooves 3 are continuously placed, one ends, far away from the river bank 1, of the planting grooves 3 swing downwards slowly, fine adjustment can be timely carried out on the planting grooves 3 in the placing process of the planting grooves 3, a plurality of hole positions do not need to be calibrated simultaneously, the positioning difficulty is reduced, the purpose of inserting connection of the through holes 32 and the tops of the corresponding combined pile bodies 4 is achieved one by one, when the planting grooves 3 are installed at the tops of the combined pile bodies 4, the vertical piles 41 and the inclined piles 42 of the combined pile bodies 4 jointly erect the planting grooves 3, the outer edge portions 33 of the planting grooves 3 are erected on the surface of the green road 2, and the planting grooves 3 are kept in an inclined downward state.
S5: and (3) installing a guardrail 6: the mounting hole has been preset to the outer portion 33 of following of planting groove 3, simultaneously, offers the jack on the 2 surfaces of bi dao, when installation guardrail 6, runs through the vertical mounting hole of the outer portion 33 of following of planting groove 3 and the jack on the 2 surfaces of bi dao downwards in proper order with 6 lower extremes of guardrail to toward downthehole concreting, thereby fix guardrail 6 on bi dao 2 surfaces.
S5: laying a concrete layer 31: firstly, a template is built on the outer bottom wall of the planting groove 3, the template closes the lower end opening of the through hole 32, then a concrete layer 31 is laid on the inner bottom wall of the planting groove 3, the top of the combined pile body 4 is buried in the concrete layer 31, and after the concrete layer 31 is solidified, the planting groove 3 is filled with soil and green plants are planted.
S6: and (5) irrigating and maintaining.
The above are all preferred embodiments of the present invention, and the protection scope of the present invention is not limited thereby, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (7)
1. The utility model provides a green way that combines together with green ecological barricade of planting which characterized in that: the ecological planting device comprises a green road (2), a plurality of planting grooves (3) for planting green plants and a plurality of combined pile bodies (4) for supporting the planting grooves (3), wherein the green road (2) is laid on the bank side, the planting grooves (3) are obliquely arranged on one side of a river bank (1), the adjacent planting grooves (3) are mutually spliced to form an ecological retaining wall, the lower ends of the combined pile bodies (4) are vertically inserted and beaten at the bottom of a river bed, the combined pile bodies (4) are distributed at intervals, and the tops of the combined pile bodies (4) are fixedly clamped with the bottoms of the planting grooves (3);
combination pile body (4) are including vertical stake (41) and batter pile (42), vertical stake (41) are vertical to be inserted and beat in the riverbed bottom, batter pile (42) slant is inserted and is beaten in riverside (1) lateral wall, vertical stake (41) top is connected with batter pile (42) top, it has through-hole (32) to plant groove (3) bottom through, vertical stake (41) pass through-hole (32) and extend to in planting groove (3) with the connecting portion of batter pile (42), vertical stake (41) will jointly with batter pile (42) plant groove (3) and erect.
2. The pith combined with green plant ecological retaining wall according to claim 1, wherein: the top of the vertical pile (41) is provided with a guide seat (5), the guide seat (5) is provided with a guide hole (51) for the inclined pile (42) to pass through, and the guide hole (51) inclines downwards towards the side wall of the river bank (1).
3. The Bidao combined with green plant ecological retaining wall according to claim 2, characterized in that: a concrete layer (31) is laid at the bottom in the planting groove (3), and connecting parts of the vertical piles (41) and the inclined piles (42) are buried in the concrete layer (31).
4. The Bidao combined with green plant ecological retaining wall according to claim 3, characterized in that: the green tea street (2) is provided with a guardrail (6), and the guardrail (6) extends along the length direction of the green tea street (2).
5. The pitway combined with the green plant ecological retaining wall as claimed in claim 4, wherein: the planting groove (3) is provided with outer edge part (33) at the upper end of the slope, and outer edge part (33) is set up on the upper end surface of the green road (2).
6. The Bidao combined with green plant ecological retaining wall according to claim 5, characterized in that: the lower end of the guardrail (6) penetrates through the outer edge part (33) and is fixed on the green road (2).
7. A design and construction method of a green road combined with green plant ecological retaining wall as claimed in claim 6, characterized in that: the method comprises the following steps:
s1: cofferdam construction: a cofferdam is arranged on one side of the river bank (1) in an enclosing way, and accumulated water in the cofferdam is drained;
s2: inserting and driving the combined pile body (4): firstly, vertically inserting and driving each vertical pile (41) to the bottom of a river bed one by one, wherein the height of each vertical pile (41) extending out of the water surface is gradually reduced towards the direction far away from the side wall of the river bank (1), then fixing a guide seat (5) at the top of each vertical pile (41), then enabling an inclined pile (42) to penetrate through a guide hole (51) of the guide seat (5), obliquely inserting and driving the inclined pile (42) to the side wall of the river bank (1) along the direction of the guide hole (51) until the top of each vertical pile (41) and the top of each inclined pile (42) are converged, and then connecting and fixing the vertical piles (41) and the inclined piles (42);
s3: paving the green road (2);
s4: planting groove (3) installation: sequentially installing each planting groove (3) at the top of the corresponding combined pile body (4), in the installation step, firstly horizontally hoisting the planting groove (3) above the combined pile body (4) to enable the through holes (32) of the planting groove (3) to be aligned with the top of each combined pile body (4) respectively, then vertically lowering the planting groove (3), leading the through hole (32) closest to the river bank (1) in the planting groove (3) to be in inserting fit with the top of the combined pile body (4) closest to the river bank (1), continuously lowering the planting groove (3), slowly swinging the end, far away from the river bank (1), of the planting groove (3) downwards, further achieving the purpose of inserting the through holes (32) and the tops of the corresponding combined pile bodies (4) one by one, erecting the planting groove (3) by the vertical piles (41) and the inclined piles (42) of a plurality of combined pile bodies (4), and erecting the outer edge part (33) of the planting groove (3) on the surface of the pavement (2) to keep the planting groove (3) in an inclined state;
s5: the guardrail (6) is installed: vertically penetrating the lower end of the guardrail (6) through the outer edge part (33) of the planting groove (3), and fixing the guardrail (6) on the surface of the pavement (2);
s6: laying a concrete layer (31): firstly, building a template on the outer bottom wall of a planting groove (3), closing the lower end opening of a through hole (32) by the template, then paving a concrete layer (31) on the inner bottom wall of the planting groove (3), burying the top of a combined pile body (4) in the concrete layer (31), and filling soil into the planting groove (3) and planting green plants after the concrete layer (31) is solidified;
s7: and (5) irrigating and maintaining.
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| CN202211023364.2A CN115217067B (en) | 2022-08-25 | 2022-08-25 | Green plant ecological retaining wall combined green road and design and construction method thereof |
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| KR20000007004A (en) * | 1999-11-13 | 2000-02-07 | 이근희 | Construction method of water head hole having moving channel of amphibia and for protecting fish of middle/small river and shore |
| CN110725233B (en) * | 2019-10-28 | 2020-09-29 | 大连理工大学 | Ecological revetment for treating swimming rivers |
| CN111576222A (en) * | 2020-05-06 | 2020-08-25 | 广州市市政工程设计研究总院有限公司 | Construction method of steel pipe pile stacked road type road |
| CN113026664B (en) * | 2021-03-11 | 2022-03-01 | 中杉生态科技江苏有限公司 | Composite ecological slope protection for recovering habitat of fish laying adhesive eggs in river channel |
| CN113089717B (en) * | 2021-04-09 | 2022-10-11 | 核工业井巷建设集团有限公司 | A green ecological barricade of assembled for cutting side slope protection |
| CN216006817U (en) * | 2021-06-08 | 2022-03-11 | 深圳市新城市规划建筑设计股份有限公司 | Low-carbon green city sidewalk structure |
| CN216141980U (en) * | 2021-07-29 | 2022-03-29 | 深圳市广汇源水利建筑工程有限公司 | Ecological fish tank revetment system for Bidao river concave bank |
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