CN106759093A - T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm - Google Patents
T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm Download PDFInfo
- Publication number
- CN106759093A CN106759093A CN201710160034.0A CN201710160034A CN106759093A CN 106759093 A CN106759093 A CN 106759093A CN 201710160034 A CN201710160034 A CN 201710160034A CN 106759093 A CN106759093 A CN 106759093A
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- Prior art keywords
- stake
- shaped
- prefabricated
- retaining wall
- main body
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- 239000000203 mixture Substances 0.000 title claims abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 27
- 239000002689 soil Substances 0.000 claims description 13
- 238000010862 gear shaping Methods 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 241000826860 Trapezium Species 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000872 buffer Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 238000007493 shaping process Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 19
- 239000007937 lozenge Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm, the T-shaped mixture of piles and concrete wall formula retaining wall includes prefabricated T-shaped stake, the prefabricated T-shaped stake includes stake main body, baffle plate, deformed bar, the baffle plate is fixedly connected with the stake main body, the section of structure is for T-shaped after shaping, and deformed bar is embedded in the stake main body and the baffle plate；Channel revetment, including retaining wall, afforested areas, spats platform, Riparian buffers, the retaining wall includes the stake of some prefabricated T-shapeds and capping beam, it is fixedly connected between two adjacent prefabricated T-shaped stakes, the capping beam is covered in the top of the prefabricated T-shaped stake, the afforested areas are located at the retaining wall rear, connect with the spats platform close to one end of the Channel slope, and the other end of the Riparian buffers extends to riverbed；The present invention reduces the system engineering amount of channel revetment, construction and acceptance procedures are simplified, to construction quality energy more preferably control, reduce construction investment.
Description
Technical field
The present invention relates to river training works, especially a kind of ecological good T-shaped mixture of piles and concrete wall formula retaining wall and riverbank
Berm.
Background technology
Existing channel revetment retaining wall structure is：Infrastructure part is processed using pile foundation, then bottom is poured in pile foundation
Retaining wall is made again in plate, base plate top.Quantities that such form of construction work results in retaining wall is big, construction investment is larger；Not only
The retaining wall substantial amounts of earthwork of rear side need to be excavated, while the more difficult assurance of building construction quality of retaining wall, and barricade material is using life
State material structure is just more loose, again not ecological using rigid structure；Other delivery receiving acceptance program is also cumbersome.Dredging waterway and scape
Sight engineering is still needed and is improved, to optimize existing extensive river engineering pattern.
The content of the invention
In order to solve the problems, such as prior art, the invention provides a kind of T-shaped mixture of piles and concrete wall formula retaining wall and riverbank
Berm.
To achieve the above object, the present invention adopts the technical scheme that T-shaped mixture of piles and concrete wall formula retaining wall, including prefabricated T-shaped
Stake, the prefabricated T-shaped stake includes：
Stake main body；
Baffle plate, is fixedly connected with the stake main body, and is the structure of T fonts with the stake main body Formation cross-section；And
Deformed bar, is embedded in the stake main body and the baffle plate；
Wherein, water hole is offered on the baffle plate, the other end in the stake main body away from the water hole is provided with
Gear shaping.The gear shaping is that the one end in prefabricated T-shaped stake insertion soil is whittled into lozenges, that is, formed from stake main body to baffle plate
The inclined-plane at place, the height of the gear shaping is 40cm, and the setting of gear shaping reduces soil-entering resistance, can be easier prefabricated T-shaped stake
In throwing soil into.
In one embodiment of the invention, the width of the baffle plate is 80mm, and the width of the stake main body is 100mm, and institute
State baffle plate symmetrical on the stake main body.
In one embodiment of the invention, the length of the baffle plate is 400mm, and the length of the stake main body is 100mm.
In one embodiment of the invention, the water hole along the baffle plate width insertion.Water hole is through hole.
A kind of channel revetment, including：
Retaining wall, including the stake of some prefabricated T-shapeds and capping beam, arranged in parallel between two adjacent prefabricated T-shaped stakes, and along river
Distribution, the width of the width more than prefabricated T-shaped stake of the capping beam, and the capping beam is covered in the prefabricated T-shaped stake
Top；
Afforested areas, at the retaining wall rear, the soil away from river course；
Spats platform, close to described positioned at the retaining wall, the prefabricated T-shaped stake is set in the spats platform and greening
The boundary in region, the height of the height less than prefabricated T-shaped stake of the spats platform；
Channel slope, is ramp structure；And
Riverbed, one end of the Channel slope connects with the spats platform, and the other end of the Channel slope is extended to
The riverbed.
In one embodiment of the invention, the level height 1-1.5m lower than the retaining wall of the spats platform, the mistake
Water hole is located in the prefabricated T-shaped stake between the spats platform and the capping beam.
In one embodiment of the invention, the spats platform is close to retaining wall and digs the pit for having section to be right-angled trapezium, institute
The upper surface for stating pit is located at the 1/5-1/4 of prefabricated T-shaped stake height.
In one embodiment of the invention, the depth of the pit is 0.5m.Jackstone, jackstone spats energy are filled up in the pit
It is enough that support firm effect is effectively played to retaining wall, retaining wall being rolled tiltedly to riverbed caused by the reasons such as river degradation is prevented,
And the problem that necromancer ftractures after retaining wall.
In one embodiment of the invention, the stake main body is located at retaining wall towards the side of the afforested areas, the gear
Plate is located towards the side of spats platform.
In one embodiment of the invention, the afforested areas include the first greenbelt, the leisure that level height is reduced successively
Platform, the second greenbelt, first greenbelt are slope greening band, and second greenbelt is water plant greenbelt, institute
Water plant greenbelt is stated to extend at the capping beam of the retaining wall.
The technical program has the advantages that：
The present invention can be realized fully to the native stop in riverbank by using T-shaped mixture of piles and concrete wall formula retaining wall, effective to reduce
The quantities of existing waterway shore protection barricade is larger and barricade on rear side of earth excavation and backfill quantities；In prefabricated T-shaped stake
The deformed bar of middle embedment fractions distribution, effectively can reduce amount of reinforcement while retaining wall intensity is improved；Using prefabricated T
Type stake not only makes the construction become more simple, is only set by prefabricated pile, while can guarantee that used pile body
Quality unification, stabilization, so that construction quality is easier control, it is to avoid basis and wall that common channel revetment barricade is present
The multiple condition of construction of body, has simplified acceptance procedures.
The present invention is further by the setting of spats platform and jackstone spats so that the cantilever beam knot formed to retaining wall
It is configured to supporting role, it is to avoid because of current scour and the too high engineering Problem of Failure for causing of rear side soil pressure.By in spats
Prefabricated T-shaped stake more than platform sets water hole so that the water body energy free exchange of side before and after barricade, obtains good ecology
Property.
Brief description of the drawings
Fig. 1 is the structural representation of T-shaped mixture of piles and concrete wall formula barricade of the invention；
Fig. 2 is the A-A sectional views of Fig. 1 of the present invention；
Fig. 3 is the structural representation of deformed bar distribution of the present invention；
Fig. 4 is a kind of side view of prefabricated T-shaped stake of the present invention；
Fig. 5 is multiple prefabricated T-shaped stake composition of the invention structural representation together；
Sectional drawing when Fig. 6 is T-shaped mixture of piles and concrete wall formula barricade application in the embodiment of the present invention 2；
Fig. 7 is the partial enlarged drawing of Fig. 6 of the present invention；
Sectional drawing when Fig. 8 is T-shaped mixture of piles and concrete wall formula barricade application in the embodiment of the present invention 3.
1st, prefabricated T-shaped stake；11st, stake main body；22nd, baffle plate；33rd, riverbank axis；2nd, capping beam；3rd, deformed bar；4th, mistake
Water hole；5th, gear shaping；31st, the first arrangement of reinforcement；32nd, the second arrangement of reinforcement；6th, horizontal arrangement of reinforcement；7th, Vertical Reinforcement；81st, the first hard point；82nd,
Two hard point；83rd, the 3rd hard point；84th, the 4th hard point；91st, the first greenbelt；900th, lie fallow platform；92nd, the second greening
Band；93rd, retaining wall；94th, spats platform；95th, Channel slope；99th, riverbed；13rd, pit；100th, city planning earth；10th, river
Ordinary water level.
Specific embodiment
With reference to embodiment and accompanying drawing 1 to 8, the invention will be further described.
Embodiment 1
A kind of T-shaped mixture of piles and concrete wall formula retaining wall, including prefabricated T-shaped stake 1, the prefabricated T-shaped stake include stake main body 11, baffle plate
22nd, deformed bar 3, the baffle plate 22 uses concrete one cast molding with the stake main body 11, and structure cuts after shaping
Face is T-shaped, wherein, the baffle plate 22 corresponds to T-shaped vertical section corresponding to T-shaped upper transverse part point, the stake main body 11.This
In embodiment, the width of the baffle plate 22 is 80mm, and the width of the stake main body 11 is 100mm, and the baffle plate 22 is on institute
State a main body 11 symmetrical, the stake main body 11 is respectively 400mm, 100mm with length of the baffle plate 22 on along T word horizontal directions.
Water hole 4 is offered on the baffle plate 22, the water hole 4 is through hole, along the width insertion of the baffle plate 22.The stake
The other end in main body 11 away from the water hole 4 is provided with gear shaping 5.The gear shaping 5 is that prefabricated T-shaped stake 1 is inserted into mud
One end in soil is whittled into lozenges, that is, form the inclined-plane at from stake main body 11 to baffle plate 22, and the height of the gear shaping 5 is 40cm,
The setting of gear shaping 5 reduces soil-entering resistance, during prefabricated T-shaped stake 1 can be made to be easier to throw into soil.
Deformed bar 3 is embedded with the stake main body 11 and baffle plate 22, to cause that it is more preferable that prefabricated T-shaped stake 1 has
Mechanical property.The deformed bar 3 includes the first arrangement of reinforcement 31, the second arrangement of reinforcement 32, and first arrangement of reinforcement 31 includes horizontal arrangement of reinforcement
6th, Vertical Reinforcement 7, the horizontal arrangement of reinforcement 6 is also distributed with Vertical Reinforcement 7 in T-shaped state, and second arrangement of reinforcement 32 is perpendicular to described
First arrangement of reinforcement 31 and along the prefabricated T-shaped stake 1 short transverse be distributed.Distribution of second arrangement of reinforcement 32 on same section
Point couples together also T-shaped, and it is in by the state of the shroud ring of the first arrangement of reinforcement 31 that second arrangement of reinforcement 32 is overall.First arrangement of reinforcement 31 with
Second arrangement of reinforcement 32 crosses to form hard point everywhere in prefabricated T-shaped stake 1, respectively the first hard point 81, the second hard point 82, the
Three hard point 83 and the 4th hard point 84, as shown in the part that circle in Fig. 4 is irised out.First hard point 81 and second is strengthened
Point 82 is respectively distributed to the edge of two flanks away from stake main body 11 of baffle plate 22, and the 3rd hard point 83 is located at described first
The center of the line of 81 and second hard point of hard point 82, the line of the 4th hard point 84 with the 3rd hard point 83 and institute
The line of the first hard point 81 and the second hard point 82 is stated, and the 4th hard point 84 is located at edge of the main body stake 11 away from baffle plate 22
Place.
Embodiment 2
A kind of channel revetment, successively including the first greenbelt 91, flat 900 of leisure, the second greenbelt 92, retaining wall 93,
Spats platform 94, Channel slope 95, riverbed 99.First greenbelt 91, leisure the greenbelt 92 of platform 900 and second level it is high
Degree is reduced successively, is respectively positioned on the retaining wall 93 near the side of city planning earth 100, and first greenbelt 91 is slope
Greenbelt, second greenbelt 92 is water plant greenbelt.It can in addition contain as needed city planning earth 100 with
First greenbelt 91 sets one retaining wall 93 again.
The retaining wall 93 includes some prefabricated T-shapeds stake 1 and capping beam 2, some prefabricated T-shaped stakes 1 and column distribution, along the river
Side, i.e. riverbank axis 33 are set in soil, and the capping beam 2 width more than the prefabricated T-shaped stake 1 width, so as to
The capping beam 2 is completely covered on the top of the prefabricated T-shaped stake 1；The height of the stake of prefabricated T-shaped described in the present embodiment 1 is 5m,
Width is 180mm, and the length of single prefabricated T-shaped stake is 400mm；The size of the capping beam 2 is 300*200mm, and 300mm is it
Width, 200mm for its highly.Second greenbelt 92 is extended at the capping beam 2 of the retaining wall 93, river ordinary water level
10 higher than capping beam 2 when then water can spread at water plant greenbelt.
Close to the retaining wall 93 near the side in the riverbed 99, the prefabricated T-shaped stake 1 sets the spats platform 94
The boundary of the greenbelt 92 of the spats platform 94 and second, the level height of the spats platform 94 is lower than the retaining wall 93
1.2-1.7m, the height of the prefabricated T-shaped stake 1 being exposed is 1m, above offers water hole 4, i.e., described water hole 4 is located at described
In prefabricated T-shaped stake 1 between spats platform 94 and the capping beam 2.Water hole 4 causes the ecosystem in outside in retaining wall 93
Fully mutually melt, with good ecological.The retaining wall 93 for setting its main body 11 is located towards second greenbelt 92
Side, the baffle plate 22 is located towards the side of spats platform 94, and retaining wall 93 is firmly stood in the underground of riverbank depths.
In order to improve the stability of retaining wall 93, being dug in the spats platform 94 being close at retaining wall 93 has section terraced for right angle
The pit 13 of shape, then fills up pit 13, forms jackstone spats, and the depth of the pit is 0.5m, the upper table of the pit 13
Face be located at the prefabricated T-shaped stake 1 height 1/5-1/4 at, in the present embodiment, the pin platform 94 from the capping beam 2 away from
From being 1m.Spats platform 94 and the jackstone spats 94 for being formed can play stronger supporting and retaining system to retaining wall 93, prevent current long
The soil that phase washes away retaining wall root causes retaining wall to incline.The Riparian buffers 95 are ramp structure, and the present embodiment uses 1:3
Gradient design, one end of the Channel slope 95 connects with the spats platform 94, and the other end of the Riparian buffers 95 prolongs
Extend the riverbed 99.
Embodiment 3
The present embodiment difference from Example 2 is that prefabricated T-shaped 1 height of stake for being used is 6m, and what is be exposed is pre-
The height of T-shaped stake 1 is made for 1.5m, remaining is wholly embedded into soil；Then correspondingly, the spats platform 94 is from the capping beam 2
Distance is 1.5m.The mound of second greenbelt 92 at the rear of the retaining wall 93 highly higher than the mound in embodiment 2 highly, heap
Built using stone circle at the edge of soil.So construction party just can be conveniently by the parameter of retaining wall 93 and the position of spats platform 94
Adjustment cause retaining wall 93 come meet rear raising soil pressure, realize the stop purpose to riverbank soil.
Above-mentioned specific embodiment is used only to illustrate the present invention, rather than is to limit the invention, in the present invention
Objective and scope of the claims in, any replacement and change for not paying creative work made to the present invention,
Fall within the protection domain of patent of the present invention.
Claims (10)
1. a kind of T-shaped mixture of piles and concrete wall formula retaining wall, including prefabricated T-shaped stake, it is characterised in that the prefabricated T-shaped stake includes：
Stake main body；
Baffle plate, is fixedly connected with the stake main body, and is the structure of T fonts with the stake main body Formation cross-section；And
Deformed bar, is embedded in the stake main body and the baffle plate；
Wherein, water hole is offered on the baffle plate, the other end in the stake main body away from the water hole is provided with gear shaping.
2. T-shaped mixture of piles and concrete wall formula retaining wall according to claim 1, it is characterised in that the width of the baffle plate is 80mm,
The width of the stake main body is 100mm, and the baffle plate is symmetrical on the stake main body.
3. T-shaped mixture of piles and concrete wall formula retaining wall according to claim 2, it is characterised in that the length of the baffle plate is
400mm, the length of the stake main body is 100mm.
4. T-shaped mixture of piles and concrete wall formula retaining wall according to claim 1, it is characterised in that the water hole is along the baffle plate
Width insertion.
5. a kind of channel revetment, it is characterised in that including：
Retaining wall, including the stake of some prefabricated T-shapeds and capping beam, arranged in parallel between two adjacent prefabricated T-shaped stakes, and flow point along the river
Cloth, the deformed bar buried in the prefabricated T-shaped stake is stretched into the capping beam；The width of the capping beam is more than described pre-
The width of T-shaped stake is made, and the capping beam is covered in the top of the prefabricated T-shaped stake；
Afforested areas, at the retaining wall rear, the soil away from river course；
Spats platform, close to the retaining wall, the prefabricated T-shaped stake sets the boundary in the spats platform and afforested areas
Place, the height of the height less than prefabricated T-shaped stake of the spats platform；
Channel slope, is ramp structure；And
Riverbed, one end of the Channel slope connects with the spats platform, and the other end of the Channel slope extends to described
Riverbed.
6. channel revetment according to claim 5, it is characterised in that the level height of the spats platform is than the earth-retaining
The low 1-1.5m of wall, the water hole is located in the prefabricated T-shaped stake between the spats platform and the capping beam.
7. channel revetment according to claim 6, it is characterised in that the spats platform is close to retaining wall and digs have the section to be
The pit of right-angled trapezium, the upper surface of the pit is located at the 1/5-1/4 of prefabricated T-shaped stake height.
8. channel revetment according to claim 7, it is characterised in that the depth of the pit is 0.5m.
9. channel revetment according to claim 5, it is characterised in that the stake main body is described towards the afforested areas
Baffle plate is towards spats platform.
10. channel revetment according to claim 5, it is characterised in that the afforested areas drop successively including level height
Low the first greenbelt, leisure platform, the second greenbelt, first greenbelt is slope greening band, second greenbelt
It is water plant greenbelt, the water plant greenbelt is extended at the capping beam of the retaining wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710160034.0A CN106759093A (en) | 2017-03-17 | 2017-03-17 | T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710160034.0A CN106759093A (en) | 2017-03-17 | 2017-03-17 | T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759093A true CN106759093A (en) | 2017-05-31 |
Family
ID=58966965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710160034.0A Pending CN106759093A (en) | 2017-03-17 | 2017-03-17 | T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759093A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059775A (en) * | 2017-06-12 | 2017-08-18 | 温州市水利电力勘测设计院 | Ecological wetland channel revetment |
| CN112031002A (en) * | 2020-09-08 | 2020-12-04 | 浙江世润建创科技发展有限公司 | Pile-supported ecological slope protection and construction method |
| WO2021082689A1 (en) * | 2019-10-28 | 2021-05-06 | 大连理工大学 | Ecological revetment for wandering river improvement |
| CN114477879A (en) * | 2022-03-31 | 2022-05-13 | 安徽瑞迪工程科技有限公司 | Artificial solidified stone prepared from steel slag and waste soil and application method thereof |
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| CN202194112U (en) * | 2011-08-23 | 2012-04-18 | 上海友为工程设计有限公司 | Novel gentle-slope type greening landscape revetment |
| CN102493393A (en) * | 2011-12-21 | 2012-06-13 | 杨梦云 | Construction scheme for throwing (filling) long sand-filled tubular sacks inside and outside anti-slide piles to protect feet |
| CN202559376U (en) * | 2012-04-28 | 2012-11-28 | 浙江润业建设有限公司 | Near-river municipal administration road structure below viaduct bridge |
| CN202899165U (en) * | 2012-09-17 | 2013-04-24 | 浙江八咏公路工程有限公司 | T-shaped wallboard type retaining wall structure of highway subgrade |
| CN206956656U (en) * | 2017-03-17 | 2018-02-02 | 李振宇 | T-shaped mixture of piles and concrete wall formula retaining wall and channel revetment |
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2017
- 2017-03-17 CN CN201710160034.0A patent/CN106759093A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202194112U (en) * | 2011-08-23 | 2012-04-18 | 上海友为工程设计有限公司 | Novel gentle-slope type greening landscape revetment |
| CN102493393A (en) * | 2011-12-21 | 2012-06-13 | 杨梦云 | Construction scheme for throwing (filling) long sand-filled tubular sacks inside and outside anti-slide piles to protect feet |
| CN202559376U (en) * | 2012-04-28 | 2012-11-28 | 浙江润业建设有限公司 | Near-river municipal administration road structure below viaduct bridge |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059775A (en) * | 2017-06-12 | 2017-08-18 | 温州市水利电力勘测设计院 | Ecological wetland channel revetment |
| WO2021082689A1 (en) * | 2019-10-28 | 2021-05-06 | 大连理工大学 | Ecological revetment for wandering river improvement |
| US11952734B2 (en) | 2019-10-28 | 2024-04-09 | Dalian University Of Technology | Ecological revetment for regulating wandering rivers |
| CN112031002A (en) * | 2020-09-08 | 2020-12-04 | 浙江世润建创科技发展有限公司 | Pile-supported ecological slope protection and construction method |
| CN114477879A (en) * | 2022-03-31 | 2022-05-13 | 安徽瑞迪工程科技有限公司 | Artificial solidified stone prepared from steel slag and waste soil and application method thereof |
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Application publication date: 20170531 |