CN101387107A - Ecological riverbank with pile type wave-protection structure - Google Patents
Ecological riverbank with pile type wave-protection structure Download PDFInfo
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- CN101387107A CN101387107A CNA2008100901765A CN200810090176A CN101387107A CN 101387107 A CN101387107 A CN 101387107A CN A2008100901765 A CNA2008100901765 A CN A2008100901765A CN 200810090176 A CN200810090176 A CN 200810090176A CN 101387107 A CN101387107 A CN 101387107A
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Abstract
The invention relates to an ecological bank protection with a pile-type wave resisting structure. The invention adopts a technical proposal that the outer side of a natural bank slope or an artificial bank protection is provided with the pile-type wave resisting structure which plays roles in resisting the water flow of waves and communicating an inner water body with an outer water body, and aquatic plants are planted in a water area between the pile-type wave resisting structure and the natural bank slope or the artificial bank protection, so as to realize the ecologization of the bank protection. The bank protection has the technical effects that the pile-type wave resisting structure resists the scour of the water flow of the waves and communicates the inner water body with the outer water body to form a calm water area environment inside the pile-type wave resisting structure, which is beneficial to the growth of the aquatic plants as well as the habitation and multiplication of crabs, frogs and other amphibians, thereby realizing the ecologization of the bank protection, and recovering the natural ecological system of the bank slope. The bank protection is applicable to the bank protection engineerings of rivers, waterways, lakes and reservoirs.
Description
Technical field:
The present invention relates to a kind of shore protection, particularly relate to a kind of ecological revetment that is used for the band stake formula wave resistance structure of river course, navigation channel, lake, reservoir.
Background technology:
Shore protection is the common type of bank slope protections such as river course, navigation channel, lake, reservoir.According to the difference of section configuration, traditional shore protection form can be divided into ramp type shore protection, combined type shore protection and vertical type shore protection etc.
The ramp type shore protection: the shore protection section from the river bed to the land-based area is ramp type (single slope or compound slope).For resisting the souring of wave current, generally piece stone class, concrete revetment class, building block class protective slope structure are set in fluctuation of water table district and wave current scour district.Shore protection is effective; The outward appearance neat appearance; Price is comparatively cheap; The shore protection that is suitable for the land-based area wider width.But because almost through-hardening of bank protection, hole is very little or almost do not have a hole on the bank protection, be unfavorable for the procreation of perching of amphibians such as crab, frog, also can't planting aquatic plants, in the waters to the slope of land-based area,---ecosystem of amphibian, ecological effect are not good for water loving plant---terrestrial plant and aquatic animal---to be difficult to form water plant.
The combined type shore protection: for keeping off soil and resisting the souring of wave current, in wave current scour district and the fluctuation of water table district gravity barricade is set, wave current scour district forms the combined type section to adopt slight slope down to the river bed.The effect of gravity barricade is shore protection and retaining soil.Shore protection is effective; The outward appearance neat appearance; Price is placed in the middle; Be suitable for the less shore protection of land-based area width.But because the obstruct of barricade, hinder the procreation of perching of amphibians such as crab, frog, also can't planting aquatic plants, can't form by the water plant of waters that---water loving plant---terrestrial plant and aquatic animal---ecosystem of amphibian has destroyed original ecological environment to a certain extent to land-based area.
Vertical type shore protection: for keeping off soil and the souring of resisting the wave current, the vertical type shore protection is set directly from the river bed, performance shore protection and retaining soil even flood control effect.Shore protection is effective; The outward appearance neat appearance; Price is higher; Be suitable for the very little shore protection of land-based area width.But because upright body of wall intercepts, hindered the procreation of perching of amphibians such as crab, frog, also can't planting aquatic plants, can't form by the water plant of waters that---ecosystem of amphibian, ecological effect is the poorest for water loving plant---terrestrial plant and aquatic animal---to land-based area.
Summary of the invention:
Technical problem to be solved by this invention provides a kind of with an ecological revetment of formula wave resistance structure, realizes the ecology of shore protection.
Technical scheme of the present invention be in the river course, navigation channel, lake, the natural bank slope of reservoir or the outside of artificial shore protection, a formula wave resistance structure is set, play and resist the wave flow action and link up inside and outside water body effect, between stake formula wave resistance structure and natural bank slope or artificial shore protection, form ecological water area.
Described stake formula wave resistance structure comprises vertical type piling structure, fork stake formula piling structure, the piling structure of band manger board, the highrise pile cap structure of band manger board.
Described vertical type piling structure is arranged in 1 row or number row by many straight stakes, is provided with empty gap between stake and the stake; Between the width B of saturating empty gap between the vertical adjacent studs of campshed and adjacent studs ratio 〉=0.2 of center to center distance D ,≤0.8, preferably 〉=0.2 ,≤0.5; Height of pile top generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile.
Described fork stake formula piling structure, horizontal at campshed, adopt cast-in-situ concrete cushion cap or other connected modes to connect by inside and outside two campsheds on the stake top; Vertical at campshed, the stake of outer campshed with between be provided with empty gap, ratio 〉=0.2 of center to center distance D between its width B and vertical adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; Fork stake formula piling structure crest level generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile.
The piling structure of described band manger board, piling structure is arranged in 1 row or number row by many piles, at the top of piling structure manger board is set; The manger board crest level generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water, and elevation preferably is positioned at following 1～2 times of wave height scope of design low water stage at the bottom of the manger board between design low water stage and waters mud face; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board adopts cast-in-situ reinforced concrete slab or precast rc slab, is connected by cushion cap and campshed are whole, also can adopt bamboo fence, post-and-paling, is fixed on the campshed outside or inboard.
The highrise pile cap structure of described band manger board is connected to form the highrise pile cap structure by stake and cushion cap, and elevation is positioned at more than the mud face of waters at the bottom of the cushion cap, on the basis of cushion cap manger board is set; The manger board crest level generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water, and elevation preferably is positioned at following 1～2 times of wave height scope of design low water stage at the bottom of the manger board between design low water stage and waters mud face; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board adopts cast-in-situ reinforced concrete slab or precast rc slab, is connected with cushion cap is whole, also can adopt bamboo fence, post-and-paling to be fixed on the cushion cap outside or inboard.
Described natural bank slope is the slight slope of the single gradient, also can be compound slight slope; The mud face planting aquatic plants of district under water between stake formula wave resistance structure and the natural bank slope, fluctuation of water table district slight slope planting aquatic plants or water loving plant.
Described artificial shore protection comprises bank protection formula shore protection, slope type ecological revetment block shore protection, barricade formula shore protection; The mud face planting aquatic plants of district under water between stake formula wave resistance structure and bank protection formula shore protection, fluctuation of water table district slight slope is provided with bank protection; The mud face planting aquatic plants of district under water between stake formula wave resistance structure and slope type ecological revetment block shore protection, fluctuation of water table district slight slope is provided with ecological revetment block and planting aquatic plants or water loving plant; The mud face planting aquatic plants of district under water between stake formula wave resistance structure and barricade formula shore protection.
Described design high-water refers to last for many years the water level of cumulative frequency 1～5%, the design low water stage refers to last for many years the water level of cumulative frequency 95～99%, the fluctuation of water table district refers to the zone between design high-water and the design low water stage, the district refers to be lower than the zone of design low water stage under water, and district waterborne refers to be higher than the zone of design high-water.
Technique effect of the present invention is 1) a stake formula wave resistance structure resists the wave current scour, effectively avoids the wave current to the washing away of inboard nature bank slope and artificial shore protection, and has good shore protection effect; 2) between stake formula wave resistance structure and natural bank slope, artificial shore protection, form right up and down water environment, help the growth of water plant (emergent aquactic plant, floating plant); 3) stake formula wave resistance structure belongs to cancelled structure, helps the water body exchange, and the passage of amphibian is provided, and helps the procreation of perching of amphibians such as crab, shrimp, the frog, toad; When 4) being applied to nature bank slope, bank protection formula shore protection, slope type ecological revetment block shore protection,---water loving plant---the ecosystem of terrestrial plant and aquatic animal---amphibian---terrestrial animal that to the slope of land-based area, forms water plant in the waters, realize the ecology of shore protection, recover the ecosystem of bank slope nature.The present invention is suitable for the bank protection work of river course, navigation channel, lake, reservoir.
Description of drawings:
Fig. 1 is the embodiment of the invention one profile
Fig. 2 is the embodiment of the invention one plan view
Fig. 3 is the embodiment of the invention two profiles
Fig. 4 is the embodiment of the invention two plan views
Fig. 5 is the embodiment of the invention three profiles
Fig. 6 is the embodiment of the invention three plan views
Fig. 7 is the embodiment of the invention four profiles
Fig. 8 is the embodiment of the invention four plan views
Fig. 9 is the embodiment of the invention five profiles
Figure 10 is the embodiment of the invention five plan views
Figure 11 is the embodiment of the invention six profiles
Figure 12 is the embodiment of the invention six plan views
Figure 13 is the embodiment of the invention seven profiles
Figure 14 is the embodiment of the invention seven plan views
Figure 15 is the embodiment of the invention eight profiles
Figure 16 is the embodiment of the invention eight plan views
Figure 17 is the embodiment of the invention nine profiles
Figure 18 is the embodiment of the invention nine plan views
Figure 19 is the embodiment of the invention ten profiles
Figure 20 is the embodiment of the invention ten plan views
Among the figure: 1, stake formula wave resistance structure outside mud face, 2, the mud face of district under water between stake formula wave resistance structure and natural bank slope or the artificial shore protection, 3, the fluctuation of water table district slight slope between stake formula wave resistance structure and natural bank slope or the artificial shore protection, 4, district waterborne slight slope, 5, water plant (emergent aquactic plant swims), 6, water plant or water loving plant, 7, water loving plant, 8, bank protection, 9, the ecological revetment block, 10, barricade formula shore protection, 11, stake, 12, saturating empty gap between adjacent studs, 13, manger board, 14, cushion cap, 15, the interior campshed of fork stake formula piling structure.
The specific embodiment:
Implement embodiments of the present invention below in conjunction with description of drawings:
Embodiment one
Referring to Fig. 1, Fig. 2, on natural bank slope basis, the vertical type piling structure is set, piling structure plays to be resisted the wave flow action and links up inside and outside water body effect, between piling structure and natural bank slope, form ecological water area, specific as follows: as to be arranged in 1 row by many straight stakes 11, stake 11 is provided with empty gap 12 with stake between 11, thoroughly ratio 〉=0.2 of center to center distance D between the width B of empty gap 12 and adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; The crest level of stake 11 generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; The mud face of district under water 2 planting aquatic plants 5 of stake formula wave resistance structure and natural slight slope, fluctuation of water table district slight slope 3 planting aquatic plants or water loving plant 6, district waterborne slight slope is planted water loving plant 7 for 4 kinds.
Embodiment two
Referring to Fig. 3, Fig. 4, the vertical type piling structure is set on the basis of bank protection formula shore protection, piling structure plays to be resisted the wave flow action and links up inside and outside water body effect, between piling structure and bank protection formula shore protection, form ecological water area, specific as follows: as to be arranged in 1 row by many straight stakes 11, stake 10 is provided with empty gap 12 with stake between 10, thoroughly ratio 〉=0.2 of center to center distance D between the width B of empty gap 12 and adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; The crest level of stake 11 generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the bank protection formula shore protection, fluctuation of water table district slight slope 3 is provided with bank protection 8, and district waterborne slight slope is planted water loving plant 7 for 4 kinds.
Embodiment three
Referring to Fig. 5, Fig. 6, the vertical type piling structure is set on the basis of slope type ecological revetment block shore protection, piling structure plays to be resisted the wave flow action and links up inside and outside water body effect, form ecological water area at piling structure and slope type ecological revetment block shore protection, specific as follows: as to be arranged in 1 row by many straight stakes 11, stake 11 is provided with empty gap 12 with stake between 11, thoroughly ratio 〉=0.2 of center to center distance D between the width B of empty gap 12 and adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; The crest level of stake 11 generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the slope type ecological revetment block shore protection, fluctuation of water table district slight slope 3 is provided with ecological revetment block 9, and planting aquatic plants or water loving plant 6, and district waterborne slight slope is planted water loving plant 7 for 4 kinds.
Embodiment four
Referring to Fig. 7, Fig. 8, on the basis of barricade formula shore protection 10, the vertical type piling structure is set, piling structure plays to be resisted the wave flow action and links up inside and outside water body effect, between piling structure and barricade formula shore protection 10, form ecological water area, specific as follows: as to be arranged in 1 row by many straight stakes 11, stake 11 is provided with empty gap 12 with stake between 11, thoroughly ratio 〉=0.2 of center to center distance D between the width B of empty gap 12 and adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; The crest level of stake 11 generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the barricade formula shore protection 10.
Embodiment five
Referring to Fig. 9, Figure 10, fork stake formula piling structure is set on the basis of natural bank slope, piling structure plays to be resisted the wave flow action and links up inside and outside water body effect, between piling structure and natural bank slope, form ecological water area, specific as follows: horizontal at campshed, outer campshed 11 adopts cast-in-situ concrete cushion cap 14 or other connected modes to be connected with interior campshed 15 on the stake top; Vertical at campshed, the stake of outer campshed 11 with between be provided with empty gap 12, ratio 〉=0.2 of center to center distance D between its width B and vertical adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; Fork stake formula piling structure crest level generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type employing bamboo stake of stake 11,15 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the natural slight slope, fluctuation of water table district slight slope 3 planting aquatic plants or water loving plant 6, district waterborne slight slope is planted water loving plant 7 for 4 kinds.
Embodiment six
Referring to Figure 11, Figure 12, fork stake formula piling structure is set on the basis of barricade formula shore protection 10, piling structure plays to be resisted the wave flow action and links up inside and outside water body effect, between piling structure and barricade formula shore protection 10, form ecological water area, specific as follows: horizontal at campshed, outer campshed 11 adopts cast-in-situ concrete cushion cap 14 or other connected modes to be connected with interior campshed 15 on the stake top; Vertical at campshed, the stake of outer campshed 11 with between be provided with empty gap 12, ratio 〉=0.2 of center to center distance D between its width B and vertical adjacent studs ,≤0.8, preferably 〉=0.2 ,≤0.5; Fork stake formula piling structure crest level generally is not less than design high-water, preferably is positioned at above 0.5～1 times of wave height scope of design high-water; The type employing bamboo stake of stake 11,15 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the barricade formula shore protection 10.
Embodiment seven
Referring to Figure 13, Figure 14, the piling structure of band manger board is set on the basis of natural bank slope, 13 of manger boards are resisted the wave flow action, piling structure is linked up inside and outside water body effect, between piling structure and natural bank slope, form ecological water area, specific as follows: piling structure is arranged in 1 row by many piles 11, at the top of piling structure manger board 13 is set; Manger board 13 crest levels generally are not less than design high-water, preferably are positioned at above 0.5～1 times of wave height scope of design high-water, and 13 end of manger board elevation preferably is positioned at following 1～2 times of wave height scope of design low water stage between design low water stage and waters mud face; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board 13 adopts cast-in-situ reinforced concrete slab or precast concrete plank, is connected by cushion cap 14 and campshed are whole, also can adopt bamboo fence or post-and-paling to be fixed on the campshed outside or inboard (not shown on the figure); The mud face of district under water 2 planting aquatic plants 5 of stake formula wave resistance structure and natural slight slope, fluctuation of water table district slight slope 3 planting aquatic plants or water loving plant 6, district waterborne slight slope is planted water loving plant 7 for 4 kinds.
Embodiment eight
Referring to Figure 15, Figure 16, the piling structure of band manger board is set on the basis of barricade formula shore protection 10,13 of manger boards are resisted the wave flow action, piling structure works the inside and outside water body effect of linking up, between piling structure and barricade formula shore protection 10, form ecological water area, specific as follows: piling structure is arranged in 1 row by many piles 11, at the top of piling structure manger board 13 is set; Manger board 13 crest levels generally are not less than design high-water, preferably are positioned at above 0.5～1 times of wave height scope of design high-water, and 13 end of manger board elevation preferably is positioned at following 1～2 times of wave height scope of design low water stage between design low water stage and waters mud face; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board 13 adopts cast-in-situ reinforced concrete slab or precast concrete plank, is connected by cushion cap 14 and campshed are whole, also can adopt bamboo fence or post-and-paling to be fixed on the campshed outside or inboard (not shown on the figure); The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the barricade formula shore protection 10.
Embodiment nine
Referring to Figure 17, Figure 18, the highrise pile cap structure of band manger board is set on the basis of natural bank slope, 13 of manger boards are resisted the wave flow action, the highrise pile cap structure works the inside and outside water body effect of linking up, between highrise pile cap structure and natural bank slope, form ecological water area, specific as follows: be connected to form the highrise pile cap structure by stake 11 and cushion cap 14,14 end of cushion cap elevation is positioned at more than the mud face of waters, and manger board 13 is set on the basis of cushion cap 14; Manger board 13 crest levels generally are not less than design high-water, preferably are positioned at above 0.5～1 times of wave height scope of design high-water, and 13 end of manger board elevation preferably is positioned at following 1～2 times of wave height scope of design low water stage between design low water stage and waters mud face; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board 13 adopts cast-in-situ reinforced concrete slab or precast concrete plank, with 14 whole connections of cushion cap, also can adopt bamboo fence or post-and-paling to be fixed on the cushion cap outside or inboard (not shown on the figure); The mud face of district under water 2 planting aquatic plants 5 of stake formula wave resistance structure and natural slight slope, fluctuation of water table district slight slope 3 planting aquatic plants or water loving plant 6, district waterborne slight slope is planted water loving plant 7 for 4 kinds.
Embodiment ten
Referring to Figure 19, Figure 20, the highrise pile cap structure of band manger board is set on the basis of barricade formula shore protection 10, manger board 13 is resisted the wave flow action, the highrise pile cap structure is linked up inside and outside water body effect, between highrise pile cap structure and natural bank slope, form ecological water area, specific as follows: be connected to form the highrise pile cap structure by stake 11 and cushion cap 14,14 end of cushion cap elevation is positioned at more than the mud face of waters, and manger board 13 is set on the basis of cushion cap 14; Manger board 13 crest levels generally are not less than design high-water, preferably are positioned at above 0.5～1 times of wave height scope of design high-water, and 13 end of manger board elevation preferably is positioned at following 1～2 times of wave height scope of design low water stage between design low water stage and waters mud face; The type employing bamboo stake of stake 11 or timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board 13 adopts cast-in-situ reinforced concrete slab or precast concrete plank, with 14 whole connections of cushion cap, also can adopt bamboo fence or post-and-paling to be fixed on the cushion cap outside or inboard (not shown on the figure); The mud face of district under water 2 planting aquatic plants 5 between stake formula wave resistance structure and the barricade formula shore protection 10.
Claims (10)
1, the ecological revetment of band stake formula wave resistance structure, it is characterized in that: in the river course, navigation channel, lake, the natural bank slope of reservoir or the outside of artificial shore protection, a formula wave resistance structure is set, between stake formula wave resistance structure and natural bank slope or artificial shore protection, forms ecological water area.
2, the ecological revetment of band stake formula wave resistance structure according to claim 1 is characterized in that: stake formula wave resistance structure comprises vertical type piling structure, fork stake formula piling structure, the piling structure of band manger board, the highrise pile cap structure of band manger board.
3, the ecological revetment of band stake formula wave resistance structure according to claim 2, it is characterized in that: the vertical type piling structure is arranged in 1 row or number row by many straight stakes, is provided with empty gap between stake and the stake; Between the width of saturating empty gap between the vertical adjacent studs of campshed and adjacent studs ratio 〉=0.2 of center to center distance ,≤0.8; Height of pile top is positioned at above 0～1 times of wave height scope of design high-water; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile.
4, the ecological revetment of band stake formula wave resistance structure according to claim 2 is characterized in that: fork stake formula piling structure, and horizontal at campshed, adopt cast-in-situ concrete cushion cap or other connected modes to connect by inside and outside two campsheds on the stake top; Vertical at campshed, the stake of outer campshed with between be provided with empty gap, ratio 〉=0.2 of center to center distance between its width and vertical adjacent studs ,≤0.8; Fork stake formula piling structure crest level is positioned at above 0～1 times of wave height scope of design high-water; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile.
5, the ecological revetment of band stake formula wave resistance structure according to claim 2 is characterized in that: the piling structure of band manger board, and piling structure is arranged in 1 row or number row by many piles, at the top of piling structure manger board is set; The manger board crest level is positioned at above 0～1 times of wave height scope of design high-water, and elevation is between design low water stage and waters mud face at the bottom of the manger board; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board adopts cast-in-situ reinforced concrete slab or precast rc slab, is connected by cushion cap and campshed are whole, also can adopt bamboo fence, post-and-paling, is fixed on the campshed outside or inboard.
6, the ecological revetment of band stake formula wave resistance structure according to claim 2, it is characterized in that: the highrise pile cap structure of band manger board, be connected to form the highrise pile cap structure by stake and cushion cap, elevation is positioned at more than the mud face of waters at the bottom of the cushion cap, on the basis of cushion cap manger board is set; The manger board crest level is positioned at above 0～1 times of wave height scope of design high-water, and elevation is between design low water stage and waters mud face at the bottom of the manger board; The type of stake comprises bamboo stake, timber, reinforced concrete pile, PHC pile tube, PC pile tube, castinplace pile, steel pipe pile; Manger board adopts cast-in-situ reinforced concrete slab or precast rc slab, is connected with cushion cap is whole, also can adopt bamboo fence, post-and-paling to be fixed on the cushion cap outside or inboard.
7, the ecological revetment of band stake formula wave resistance structure according to claim 1, it is characterized in that: natural bank slope is the slight slope of the single gradient, also can be compound slight slope.
8, the ecological revetment of band stake formula wave resistance structure according to claim 1, it is characterized in that: artificial shore protection comprises bank protection formula shore protection, slope type ecological revetment block shore protection, barricade formula shore protection.
9, according to the ecological revetment of the arbitrary described band stake formula wave resistance structure of claim 1～7, it is characterized in that: the mud face planting aquatic plants of district under water between stake formula wave resistance structure and the natural bank slope, fluctuation of water table district slight slope planting aquatic plants or water loving plant.
10, according to the ecological revetment of claim 1～6 and 8 arbitrary described band stake formula wave resistance structures, it is characterized in that: the mud face planting aquatic plants of district under water between stake formula wave resistance structure and the bank protection formula shore protection, fluctuation of water table district slight slope is provided with bank protection; The mud face planting aquatic plants of district under water between stake formula wave resistance structure and slope type ecological revetment block shore protection, fluctuation of water table district slight slope is provided with ecological revetment block and planting aquatic plants or water loving plant; The mud face planting aquatic plants of district under water between stake formula wave resistance structure and barricade formula shore protection.
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| CNA2008100901765A CN101387107A (en) | 2007-05-16 | 2008-04-06 | Ecological riverbank with pile type wave-protection structure |
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| CN110029626A (en) * | 2019-03-20 | 2019-07-19 | 中水电第十一工程局（郑州）有限公司 | A kind of bank revetment foundation consolidation process technology in soft formation side slope |
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| CN111677017A (en) * | 2020-06-08 | 2020-09-18 | 中国海洋大学 | Hard-shell benthos anti-scouring structure of marine foundation and construction method |
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