CN110453644A - A kind of bank slope structure and its construction method using channel cleanout material remodeling mima type microrelief - Google Patents
A kind of bank slope structure and its construction method using channel cleanout material remodeling mima type microrelief Download PDFInfo
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- CN110453644A CN110453644A CN201910800002.1A CN201910800002A CN110453644A CN 110453644 A CN110453644 A CN 110453644A CN 201910800002 A CN201910800002 A CN 201910800002A CN 110453644 A CN110453644 A CN 110453644A
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- slope
- frame
- bank slope
- height
- channel cleanout
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- 239000000463 material Substances 0.000 title claims abstract description 65
- 238000007634 remodeling Methods 0.000 title claims abstract description 15
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000004746 geotextile Substances 0.000 claims abstract description 16
- 239000002184 metal Substances 0.000 claims abstract description 14
- 229910052751 metal Inorganic materials 0.000 claims abstract description 14
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 13
- 238000009434 installation Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 239000000945 filler Substances 0.000 claims description 12
- 239000008187 granular material Substances 0.000 claims description 6
- 238000005498 polishing Methods 0.000 claims description 6
- 239000010419 fine particle Substances 0.000 claims description 5
- 235000011194 food seasoning agent Nutrition 0.000 claims description 4
- 239000003643 water by type Substances 0.000 claims description 4
- 230000003442 weekly effect Effects 0.000 claims description 4
- 238000009825 accumulation Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000002156 mixing Methods 0.000 claims description 3
- 239000002362 mulch Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 206010013647 Drowning Diseases 0.000 abstract description 3
- 238000005243 fluidization Methods 0.000 abstract description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 abstract 1
- 208000035475 disorder Diseases 0.000 abstract 1
- 230000009194 climbing Effects 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- 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
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
- E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Abstract
The invention discloses a kind of bank slope structures using channel cleanout material remodeling mima type microrelief, including geotextiles, lattice guest barricade, height frame, bolt, sheet metal, dredging material, grass seeds.Smooth river bank slope sets lattice guest's barricade in slope foot, and geotextiles are layered on bank slope.By square height frame on quincunx installation bank slope, flash is placed below, and low side is placed in top, and keeps top surface basic horizontal.Every 4 height frames surround a hollow, rectangular jointly, and height frame is linked to be entirety with bolt, sheet metal.To height frame and hollow, rectangular slicing and filling dredging material, grass seeds is sowed, covers the fine grained soil in dredging material.A kind of construction method of bank slope structure using channel cleanout material remodeling mima type microrelief is also disclosed.The mima type microrelief remolded out on bank slope can change partial fluidization, both in picturesque disorder, inhabit conducive to biology, and can make full use of channel cleanout material, moreover it is possible to facilitate drowning people and climb disembarkation, structure novel is easy to implement.
Description
Technical field
The present invention relates to hydraulic engineering technical field is related to, mima type microrelief is remolded using channel cleanout material more particularly, to a kind of
Bank slope structure and its construction method.
Background technique
In river controlling projects, to be uniform, river bank slope is often designed by unified slope ratio, is constructed.In this way, just
The fluctuations of original bank slope are changed, bank slope mima type microrelief has artificially been eliminated, are unfavorable for the ecological environment for maintaining form changeable.Separately
On the one hand, river improvement engineering needs Dumping Sites, it is also necessary to transport outward expense often along with the generation of a large amount of channel cleanout material.
It is badly in need of inventing a kind of bank slope structure and construction method using dredging material remodeling mima type microrelief, so as to solve the deficiencies in the prior art.
Summary of the invention
The purpose of the present invention is to solve defect in the prior art, provide a kind of using dredging material remodeling mima type microrelief
Bank slope structure and construction method can remold river bank slope mima type microrelief, can change partial fluidization, and make full use of channel cleanout
Material, moreover it is possible to facilitate unfortunate drowning people and save oneself along the climbing disembarkation of height frame, structure novel is easy for construction.
To achieve the above object, technical scheme is as follows:
A kind of bank slope structure using dredging material remodeling mima type microrelief, including geotextiles, lattice guest barricade, height frame, bolt, gold
Belong to piece, dredging material, grass seeds.Smooth river bank slope sets lattice guest's barricade in slope foot, and geotextiles are layered on bank slope.It will be square
For height frame on quincunx installation bank slope, flash is placed below, and low side is placed in top, and keeps top surface basic horizontal.Every 4
Height frame surrounds a hollow, rectangular jointly, and height frame is linked to be entirety with bolt, sheet metal.To height frame and hollow, rectangular point
Layer filling dredging material, sows grass seeds, covers the fine grained soil in dredging material.
In order to further realize the present invention, square in the height frame plane, side length 80cm is mixed by C40 steel wire
Solidifying soil is prefabricated to be formed, thick 8cm, the high 40-52cm of flash, the bolt hole of symmetrical 2 diameter 3cm in each edge, Kong Zhongxin away from
Bottom edge 10cm, away from side along 11cm, every 4 height frames surround a hollow rectangle jointly, high 20cm, and bank slope edge is with 1/
4 or 1/2 frame polishing.
In order to further realize the present invention, the sheet metal for connecting adjacent height frame is bar shaped or L shape.
In order to further realize the present invention, according to the sequence from bottom of slope to top of the slope, the height frame of Xiang Suoshu fills river one by one
Road dredging material, compactness are not less than 0.9, and filler diameter is filled in no more than 0.05m, relatively coarse granule of the diameter greater than 0.01m
Frame lower layer, relatively fine particle of the diameter less than or equal to 0.01m are filled in frame upper layer, and filler surface is smooth in sash, and under surface
Recessed frame top surface 0.02m, deviation must not exceed 0.02m, and the river that diameter is less than or equal to 0.01m is then filled into hollow, rectangular
Dredging material thickness 20cm, filling surface are an inclined-plane, and the gradient is identical as place bank slope.
In order to further realize the present invention, grass seeds is sowed on the filling soil body, and in the dredging of Surface mulch thickness 0.02m
Fine grained soil in material.
A kind of bank slope construction method using dredging material remodeling mima type microrelief, which comprises the following steps:
S1. soil property cofferdam is set along slope foot, is filled with channel cleanout material, cofferdam is first laid with one layer of antiseepage on side slope near water
Colour bar cloth, external application sand packet bear down on one protection, drain cofferdam internal water accumulation, guarantee dry work.
S2. slope surface rubble is removed, the sundries such as tree root flatten slope surface, and deviation must not exceed 0.04m.
S3. the anti-skidding key-wall of lattice guest gabion, foundation buried depth 1m are built in bottom of slope, wall top is higher by earth's surface 0.4m.
S4. the anti-skidding key-wall of lattice guest gabion and side slope contact surface and bank slope open paving geotextiles.
S5. it is close to above bottom of slope Antiskid wall, on the bank slope for being paved with geotextiles, just in quincunx installation side length 80cm
Rectangular height frame, the high 40-52cm of flash are placed in lower section, and the low high 20cm in side is placed in top, and keeps the basic water in top surface
It is flat.
S6. every 4 height frames surround a hollow rectangle jointly, the high 20cm of hollow, rectangular, and bank slope edge is high with 1/4
All adjacent height frames are connected as an entirety by low frame or 1/2 height frame polishing, blending bolt, sheet metal.
S7. channel cleanout material thickness 20-52cm, the soil body surface basic horizontal in height frame are filled into height frame.
S8. channel cleanout material thickness 20cm is filled into hollow, rectangular, filling surface is an inclined-plane, and the gradient is identical as bank slope.
S9. according to the sequence from bottom of slope to top of the slope, filled by sash, compactness is not less than 0.9, filler diameter no more than
0.05m, relatively coarse granule of the diameter greater than 0.01m are filled in frame lower layer, and relatively fine particle of the diameter less than or equal to 0.01m fills
In frame middle layer, filler surface is smooth in sash, and the recessed frame top surface 0.02m in surface, deviation must not exceed 0.02m.
S10. grass seeds is sowed on the filling soil body, and covers the fine grained soil in the dredging material of thick 0.02m.
S11. cofferdam is removed.
S12. it water seasoning 1-3 months, waters 1 time weekly, is advisable with the drenched 0.1m soil body, the special dry spell should increase and pour
Water frequency and the drenched thickness of the soil body, rainy season can reduce watering frequency and the drenched thickness of the soil body, or not water.
Beneficial effect
The present invention fills channel cleanout material by height frame and remolds bank slope mima type microrelief, and in-site installation is convenient, and technical difficulty is low,
Every 4 height frames surround 1 hollow, rectangular, save material, are anchored and be connected with bolt between adjacent height frame, and globality is strong,
Channel cleanout material is inside filled out, is gathered materials on the spot, saving, which is transported, transports material, energy conservation and environmental protection, and the mima type microrelief remolded out on bank slope was both wrong
Cause has been fallen, has been inhabited conducive to biology, and channel cleanout material can be made full use of, moreover it is possible to facilitate unfortunate drowning people in the climbing of height frame
Bank is saved oneself, structure novel, easy for construction.
Detailed description of the invention
Fig. 1 is the bank slope structural plan figure that the present invention remolds mima type microrelief using dredging material；
Fig. 2 is that the present invention remolds I-I ' sectional view in the bank slope structural plan figure of mima type microrelief using dredging material；
Fig. 3 is that the present invention remolds II-II ' sectional view in the bank slope structural plan figure of mima type microrelief using dredging material；
Fig. 4 is height frame plan view；
Fig. 5 is A1-A1 ', A2-A2 ' sectional view in height frame plan view；
Fig. 6 is B1-B1 ', B2-B2 ' sectional view in height frame plan view；
Fig. 7 is bar shaped and L shape sheet-metal plane figure；
Fig. 8 is 1/4 height frame plan view；
Fig. 9 is 1/2 height frame plan view.
Description of symbols
1, geotextiles, 2, lattice guest's gabion Antiskid wall, 3, height frame, 31, bolt hole, 32, bolt, 33, flash, 34, low side,
35, sheet metal, 351, bullion piece, 352, L shape sheet metal, 36,1/4 height frame, 37,1/2 height frame, 38, hollow square
Shape, 4, dredging material.
Specific embodiment
The following examples are further illustrations of the invention, rather than limiting the invention.
Embodiment one:
As shown in figs. 1-9, the present invention remolds the bank slope structure of mima type microrelief, including geotextiles 1, lattice guest's stone using dredging material
Cage Antiskid wall 2, height frame 3, dredging material 4, in which:
Smooth river bank slope sets Doug guest's gabion Antiskid wall 2 in slope foot, and geotextiles 1 are opened the bank slope of paving after the cleaning
On.
On the bank slope for being paved with geotextiles 1, in the square height frame 3 of quincunx installation side length 80cm, flash 33 is high
40-52cm is placed in lower section, and low side 34 is 20cm high, is placed in top, and keep top surface basic horizontal.
Every 4 height frames 3 surround a hollow rectangle 38, high 20cm, 1/4 height frame 36 of bank slope edge jointly
Or 1/2 height frame, 37 polishing, and connected all height frames 3 by bolt hole 31 with bar shaped 351 or L shape sheet metal 352, bolt 32
It is connected in an entirety.
To 38 slicing and filling channel cleanout material 4 of height frame 3 and hollow, rectangular, grass seeds is sowed, and cover the dredging of thick 2cm
Fine grained soil in material.
Embodiment two:
As shown in figs. 1-9, the present invention using dredging material remodeling mima type microrelief bank slope structure, according to from bottom of slope to top of the slope
Sequentially, the height frame 3 of Xiang Suoshu fills channel cleanout material 4 one by one, and compactness is not less than 0.9, filler diameter no more than
0.05m, relatively coarse granule of the diameter greater than 0.01m are filled in the lower layer of height frame 3, and diameter is less than or equal to thinner of 0.01m
Grain is filled in 3 upper layer of height frame, and filler surface is smooth in sash, and the recessed frame top surface 0.02m in surface, deviation must not exceed
0.02m.The channel cleanout material thickness 20cm that diameter is less than or equal to 0.01m is filled into hollow, rectangular, filling surface is an inclined-plane,
The gradient is identical as place bank slope.To 38 slicing and filling channel cleanout material 4 of height frame 3 and hollow, rectangular, grass seeds is sowed, and cover thickness
Fine grained soil in the dredging material of 2cm.It water seasoning 1-3 months, waters 1 time weekly, is advisable with the drenched 0.1m soil body, it is especially arid
Phase should increase watering frequency and the drenched thickness of the soil body, and rainy season can reduce watering frequency and the drenched thickness of the soil body, or not water.
A kind of bank slope construction method using dredging material remodeling mima type microrelief,
Include the following steps；
Step 1, soil property cofferdam is set along slope foot, is filled with channel cleanout material, cofferdam is first laid with one layer on side slope near water
Antiseepage colour bar cloth, external application sand packet bear down on one protection, drain cofferdam internal water accumulation, guarantee dry work.
Step 2, slope surface rubble is removed, the sundries such as tree root flatten slope surface, and deviation must not exceed 0.04m.
Step 3, the anti-skidding key-wall of lattice guest gabion, foundation buried depth 1m are built in bottom of slope, wall top is higher by earth's surface 0.4m.
Step 4, the anti-skidding key-wall of lattice guest gabion and side slope contact surface and bank slope open paving geotextiles.
Step 5, it is close to above bottom of slope Antiskid wall, on the bank slope for being paved with geotextiles, in quincunx installation side length 80cm's
Square height frame, the high 40-52cm of flash are placed in lower section, and the low high 20cm in side is placed in top, and keeps top surface basic
It is horizontal.
Step 6, every 4 height frames surround a hollow rectangle jointly, the high 20cm of hollow, rectangular, and bank slope edge is with 1/
All adjacent height frames are connected as an entirety by 4 height frames or 1/2 height frame polishing, blending bolt and sheet metal.
Step 7, channel cleanout material thickness 20-52cm, the soil body surface basic horizontal in height frame are filled into height frame.
Step 8, channel cleanout material thickness 20cm is filled into hollow, rectangular, filling surface is an inclined-plane, the gradient and bank slope phase
Together.
Step 9, it according to the sequence from bottom of slope to top of the slope, is filled by sash, compactness is not less than 0.9, and filler diameter is unsuitable
More than 0.05m, relatively coarse granule of the diameter greater than 0.01m is filled in frame lower layer, and relatively fine particle of the diameter less than or equal to 0.01m is filled
It is smooth to fill out the filler surface in frame middle layer, sash, the recessed frame top surface 0.02m in surface, deviation must not exceed 0.02m.
Step 10, grass seeds, and the fine grained soil in the dredging material of Surface mulch thickness 0.02m are sowed on the filling soil body.
Step 11, cofferdam is removed.
Step 12, it water seasoning 1-3 months, waters 1 time weekly, is advisable with the drenched 0.1m soil body, the special dry spell should add
It pours greatly, rainy season can reduce watering frequency and the drenched thickness of the soil body, or not water.
The above is only the preferred embodiment of the present invention, it is noted that above-mentioned preferred embodiment is not construed as pair
Limitation of the invention, protection scope of the present invention should be defined by the scope defined by the claims..For the art
For those of ordinary skill, without departing from the spirit and scope of the present invention, several improvements and modifications can also be made, these change
It also should be regarded as protection scope of the present invention into retouching.
Claims (5)
1. it is a kind of using channel cleanout material remodeling mima type microrelief bank slope structure, which is characterized in that including geotextiles, lattice guest barricade,
Height frame, bolt, sheet metal, dredging material, grass seeds.Smooth river bank slope sets lattice guest's barricade in slope foot, and geotextiles are layered on bank
On slope.By square height frame on quincunx installation bank slope, flash is placed below, and low side is placed in top, and keeps top surface
Basic horizontal.Every 4 height frames surround a hollow, rectangular jointly, and height frame is linked to be entirety with bolt, sheet metal.To height
Frame and hollow, rectangular slicing and filling dredging material sow grass seeds, cover the fine grained soil in dredging material.
2. the bank slope structure according to claim 1 using channel cleanout material remodeling mima type microrelief, which is characterized in that the height
Square, side length 80cm in low frame plane, is formed, thick 8cm by C40 steel-wire-net reinforced concrete is prefabricated, the high 40-52cm of flash, often
The bolt hole of symmetrical 2 diameter 3cm on side, Kong Zhongxin is away from bottom edge 10cm, and away from side along 11cm, every 4 height frames are total
It is same to surround a hollow rectangle, high 20cm, 1/4 or 1/2 frame polishing of bank slope edge.
3. the bank slope structure according to claim 1 using channel cleanout material remodeling mima type microrelief, which is characterized in that for connecting
The sheet metal for connecing adjacent height frame is bar shaped or L shape.
4. it is according to claim 1 using channel cleanout material remodeling mima type microrelief bank slope structure, which is characterized in that according to from
For bottom of slope to the sequence of top of the slope, the height frame of Xiang Suoshu fills channel cleanout material one by one, and compactness is not less than 0.9, and filler diameter is not
Preferably more than 0.05m, relatively coarse granule of the diameter greater than 0.01m is filled in frame lower layer, and diameter is less than or equal to the relatively fine particle of 0.01m
It is filled in frame upper layer, filler surface is smooth in sash, and the recessed frame top surface 0.02m in surface, then fills into hollow, rectangular straight
Diameter is less than or equal to the channel cleanout material thickness 20cm of 0.01m, and filling surface is an inclined-plane, and the gradient is identical as place bank slope.
5. the bank slope structure according to claim 1 using channel cleanout material remodeling mima type microrelief, which is characterized in that filling
Grass seeds, and the fine grained soil in the dredging material of Surface mulch thickness 0.02m are sowed on the soil body.
A kind of construction method of the flush system protective slope structure using channel cleanout material of any one of such as claim 1-5, feature
It is, comprising the following steps:
S1. soil property cofferdam is set along slope foot, is filled with channel cleanout material, cofferdam is first laid with one layer of antiseepage colour bar on side slope near water
Cloth, external application sand packet bear down on one protection, drain cofferdam internal water accumulation, guarantee dry work.
S2. slope surface rubble is removed, the sundries such as tree root flatten slope surface, and deviation must not exceed 0.04m.
S3. the anti-skidding key-wall of lattice guest gabion, foundation buried depth 1m are built in bottom of slope, wall top is higher by earth's surface 0.4m.
S4. the anti-skidding key-wall of lattice guest gabion and side slope contact surface and bank slope open paving geotextiles.
S5. it is close to above bottom of slope Antiskid wall, on the bank slope for being paved with geotextiles, the square in quincunx installation side length 80cm is high
Low frame, the high 40-52cm of flash are placed in lower section, and the low high 20cm in side is placed in top, and keeps top surface basic horizontal.
S6. every 4 height frames surround a hollow rectangle, the high 20cm of hollow, rectangular, 1/4 height frame of bank slope edge jointly
Or 1/2 height frame polishing, all adjacent height frames are connected as an entirety by blending bolt, sheet metal.
S7. channel cleanout material thickness 20-52cm, the soil body surface basic horizontal in height frame are filled into height frame.
S8. channel cleanout material thickness 20cm is filled into hollow, rectangular, filling surface is an inclined-plane, and the gradient is identical as bank slope.
S9. according to the sequence from bottom of slope to top of the slope, filled by sash, compactness is not less than 0.9, filler diameter no more than
0.05m, relatively coarse granule of the diameter greater than 0.01m are filled in frame lower layer, and relatively fine particle of the diameter less than or equal to 0.01m is filled in
Frame middle layer, filler surface is smooth in sash, and the recessed frame top surface 0.02m in surface, deviation must not exceed 0.02m.
S10. grass seeds is sowed on the filling soil body, and covers the fine grained soil in the dredging material of thick 0.02m.
S11. cofferdam is removed.
S12. it water seasoning 1-3 months, waters 1 time weekly, is advisable with the drenched 0.1m soil body, the special dry spell should increase watering frequency
Rate and the drenched thickness of the soil body, rainy season can reduce watering frequency and the drenched thickness of the soil body, or not water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910800002.1A CN110453644A (en) | 2019-08-28 | 2019-08-28 | A kind of bank slope structure and its construction method using channel cleanout material remodeling mima type microrelief |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910800002.1A CN110453644A (en) | 2019-08-28 | 2019-08-28 | A kind of bank slope structure and its construction method using channel cleanout material remodeling mima type microrelief |
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| Publication Number | Publication Date |
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| CN110453644A true CN110453644A (en) | 2019-11-15 |
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| CN201910800002.1A Pending CN110453644A (en) | 2019-08-28 | 2019-08-28 | A kind of bank slope structure and its construction method using channel cleanout material remodeling mima type microrelief |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5333970A (en) * | 1989-04-07 | 1994-08-02 | Hesco Bastion Limited | Building and shoring blocks |
| CN106906808A (en) * | 2017-04-11 | 2017-06-30 | 中国电建集团北京勘测设计研究院有限公司 | A kind of domatic medicining wave structure of waterfront and its construction method |
| CN110029623A (en) * | 2019-04-09 | 2019-07-19 | 广东水利电力职业技术学院（广东省水利电力技工学校） | It is a kind of it is chain build frame in fill out plant biological bag greening inclined retaining wall and its construction method |
| CN211395568U (en) * | 2019-08-28 | 2020-09-01 | 广东水利电力职业技术学院（广东省水利电力技工学校） | Utilize bank slope structure of riverway clear silt material remolding microtopography |
-
2019
- 2019-08-28 CN CN201910800002.1A patent/CN110453644A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5333970A (en) * | 1989-04-07 | 1994-08-02 | Hesco Bastion Limited | Building and shoring blocks |
| CN106906808A (en) * | 2017-04-11 | 2017-06-30 | 中国电建集团北京勘测设计研究院有限公司 | A kind of domatic medicining wave structure of waterfront and its construction method |
| CN110029623A (en) * | 2019-04-09 | 2019-07-19 | 广东水利电力职业技术学院（广东省水利电力技工学校） | It is a kind of it is chain build frame in fill out plant biological bag greening inclined retaining wall and its construction method |
| CN211395568U (en) * | 2019-08-28 | 2020-09-01 | 广东水利电力职业技术学院（广东省水利电力技工学校） | Utilize bank slope structure of riverway clear silt material remolding microtopography |
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