CN106049348B - Barrier wall structure for sponge urban construction - Google Patents
Barrier wall structure for sponge urban construction Download PDFInfo
- Publication number
- CN106049348B CN106049348B CN201610428945.2A CN201610428945A CN106049348B CN 106049348 B CN106049348 B CN 106049348B CN 201610428945 A CN201610428945 A CN 201610428945A CN 106049348 B CN106049348 B CN 106049348B
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- wall structure
- barrier wall
- permeable
- blockwork
- concrete
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- 230000004888 barrier function Effects 0.000 title claims abstract description 59
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 239000004575 stone Substances 0.000 claims abstract description 41
- 238000009414 blockwork Methods 0.000 claims description 50
- 238000001914 filtration Methods 0.000 claims description 32
- 239000000463 material Substances 0.000 claims description 25
- 238000010992 reflux Methods 0.000 claims description 25
- 239000010813 municipal solid waste Substances 0.000 claims description 13
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 46
- 238000003860 storage Methods 0.000 abstract description 4
- 230000000630 rising effect Effects 0.000 description 6
- 238000000746 purification Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000001556 precipitation Methods 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000116 mitigating effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000002352 surface water 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
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of barrier wall structure, especially discloses a kind of barrier wall structure for sponge urban construction, belongs to urban landscape, dredging waterway technical field of buildings.It can input current when a kind of rainfall is provided into the dam body of river course two sides, during drought and water shortage, can there is the barrier wall structure for sponge urban construction that the water storage for making river course two sides dam body is inputted in river course again.Described barrier wall structure includes concrete or stone masonry barrier wall structure body, described barrier wall structure also includes drainage system and reverse permeable system, described drainage system is arranged in a vertical direction the middle and lower part in the concrete or stone masonry barrier wall structure body, and described permeable system is arranged in a vertical direction the middle and upper part in the concrete or stone masonry barrier wall structure body.
Description
Technical field
The present invention relates to a kind of barrier wall structure, more particularly, to a kind of barrier wall structure for sponge urban construction, belongs to
Urban landscape, dredging waterway technical field of buildings.
Background technology
Traditional urban construction thinking emphasize to harden as far as possible near water face, isolation current, prevent from permeating, including road surface, river
The bottom plate in road especially river course and the barricade of two sides etc..Such result just significantly increases the runoff i.e. trickling of surface water, drop
Low degree of containing and elasticity of the city especially river course bank to water.More seriously, due to past dredging waterway often
By riverbed and side slope closing, solidification so that when flowing through city, current can not exchange with the external world, cut off the ecosystem in water environment
Material, energy between each key element exchange with information, not only water quality can not change by natural purification, the effect of saving of littoral soil
Kind water quality, on the contrary because water quality is not up to standard or the reason such as pollution causes current dirty and messy smelly on the way, have a strong impact on two sides people's life
And city integral image looks.
The Constructing ideas in " sponge city " emphasize water suction during rainfall, water storage, infiltration, water purification, it is necessary to when the water stored " is released
Put " and be used.Traditional city river two sides Retaining Wall Built on Bank Slope is generally only anti-in mean annual water level line one row of arrangement above
Osculum is filtered, it act as reducing gear rolling earth behind retaining wall level of ground water height to reduce soil pressure, water weight, hydrostatic pressure, uplift pressure
Deng guarantee barricade monolithic stability.This way may be such that oozed under precipitation after river course, but water quality in river course is discharged into by bank slope soil
Poor current can not make full use of the ecological purification function of two sides soil.According to the planning construction thinking in " sponge city ", knot
Close city or water landscape often takes the subsection setup check dam such as ladder such as rubber dam, shutter dam, gate dam to retain to form the water surface
The reality of landscape.River course two sides how are made full use of especially to backfill the function of saving moisture, ecological purification of soil,
Current are saved along journey purification, two sides vegetation is irrigated, water conservation, is that the present invention solves the problems, such as.
The content of the invention
The technical problems to be solved by the invention are：Water can be inputted when a kind of rainfall is provided into the dam body of river course two sides
Stream, during drought and water shortage, there can be the barricade for sponge urban construction that the water storage for making river course two sides dam body is inputted in river course again
Structure.
Technical scheme is used by solve above-mentioned technical problem：A kind of barrier wall structure for sponge urban construction,
Including concrete or stone masonry barrier wall structure body, described barrier wall structure also includes drainage system and reverse permeable system, institute
The drainage system stated is arranged in a vertical direction the middle and lower part in the concrete or stone masonry barrier wall structure body, and described is permeable
System is arranged in a vertical direction the middle and upper part in the concrete or stone masonry barrier wall structure body.
The beneficial effects of the invention are as follows：By respectively in the concrete or the middle and lower part cloth of stone masonry barrier wall structure body
A set of drainage system is put, a set of reversely permeable system is arranged in the middle and upper part for stating concrete or stone masonry barrier wall structure body.This
Sample, when rainy day precipitation, street, bunding surface river rising in Ningxia and flowing into central Shaanxi stream pour in river course and water surface rising occur, when the water surface of rising reaches reversely thoroughly
During water system position, a large amount of current in river course can be to be kept off by described reverse permeable system through concrete or stone masonry
Wall construction body, which enters in the homogeneous backfill at rear, to be stored, and reaches the purpose for reducing damage caused by waterlogging to a certain extent.And work as
During drought, the water level decreasing in river course, when the water level of decline is reached below drainage system, concrete or stone masonry are stored in
The moisture of the homogeneous backfill at barrier wall structure body rear can be ensured with being discharged into again in river course by described drainage system
The river water level long period is in higher water position status, reaches the purpose of drought resisting mitigation.
It is further that described drainage system is to be kept off along the be arranged in concrete or stone masonry of river course flow direction order
One group of osculum of wall construction body middle and lower part, the level height of the output end of each osculum are less than the input of the osculum
The level height at end.
Such scheme it is preferable that, anti-filter structure is provided with the input of each osculum.
It is further that described permeable system is to be kept off along the be arranged in concrete or stone masonry of river course flow direction order
One group of permeable blockwork of wall construction body middle and upper part, reflux filtration is arranged on each permeable blockwork.
Such scheme it is preferable that, described permeable blockwork also includes blockwork body, described reflux
Filtration is axially disposed in described blockwork body, and described permeable blockwork passes through described blockwork
The middle and upper part that is arranged in the concrete or stone masonry barrier wall structure body of the body along river course flow direction order, the reflux filtering
The input of structure connects with the river course of the concrete or stone masonry barrier wall structure outer body, the reflux filtration
Output end connects with the homogeneous backfill on the inside of the concrete or stone masonry barrier wall structure body.
It is further that described blockwork body is the concreting body of cuboid-type, in described concrete
The permeable accommodating chamber for being provided with and axially extending in building body is poured, described reflux filtration passes through described permeable accommodating chamber edge
The blockwork body is disposed axially in the blockwork body；Permeable blockwork described in each passes through institute
The concreting body stated removably is arranged in the middle and upper part of concrete or stone masonry the barrier wall structure body.
Such scheme it is preferable that, described reflux filtration includes eco-filtration material and overanxious material and fixes cage,
Described eco-filtration material is arranged in described overanxious material and fixed in cage, and described reflux filtration passes through described overanxious material
Fixed cage is disposed axially in described blockwork body along the blockwork body.
It is further that described overanxious material, which fixes cage, to be included axially pouring embedded in the concrete along the permeable accommodating chamber
The PVC supervisors in building body are poured, are arranged in lead wire net at the both ends of PVC supervisors, described ecological overanxious material is filled in described
PVC supervisor in, and by described lead wire net be fixed on the PVC supervisor in.
It is further that described permeable system also includes trash rack, described trash rack is arranged in permeable accommodating chamber and entered
On the blockwork body at mouth end.
Further that described permeable system also includes inlet non return check valve, described trash rack by hinge with it is described
Blockwork body be articulated and connected, described inlet non return check valve installation trash rack after permeable accommodating chamber arrival end.
Brief description of the drawings
Fig. 1 is the structural representation when present invention is in low water level for the barrier wall structure of sponge urban construction；
Fig. 2 is the structural representation when present invention is in high water level for the barrier wall structure of sponge urban construction；
Fig. 3 is that the permeable blockwork that the application is related to is arranged in concrete or the intrinsic axle of stone masonry barrier wall structure
To sectional view.
In figure mark for：Concrete or stone masonry barrier wall structure body 1, reversely drainage system 2, permeable system 3, osculum
4th, output end 5, input 6, anti-filter structure 7, permeable blockwork 8, reflux filtration 9, blockwork body 10, homogeneous return
Banket 12, permeable accommodating chamber 13, eco-filtration material 14, overanxious material fix cage 15, PVC supervisor 16, lead wire net 17, trash rack 18,
Inlet non return check valve 19.
Embodiment
It can be inputted when being as shown in Figure 1, Figure 2 and shown in Fig. 3 a kind of rainfall provided by the invention into the dam body of river course two sides
Current, during drought and water shortage, there can be the gear for sponge urban construction that the water storage for making river course two sides dam body is inputted in river course again
Wall construction.Described barrier wall structure includes concrete or stone masonry barrier wall structure body 1, and described barrier wall structure also includes draining
System 2 and reverse permeable system 3, described drainage system 2 are arranged in a vertical direction in the concrete or stone masonry barricade knot
The middle and lower part of structure body 1, described reverse permeable system 3 are arranged in a vertical direction in the concrete or stone masonry barrier wall structure
The middle and upper part of body 1.Above by respectively in a set of row of the middle and lower part of the concrete or stone masonry barrier wall structure body 1 arrangement
Water system 2, a set of reversely permeable system 3 is arranged in the middle and upper part for stating concrete or stone masonry barrier wall structure body 1.So, when
Rainy day precipitation, street, bunding surface river rising in Ningxia and flowing into central Shaanxi stream pour in river course and water surface rising occur, when the water surface of rising reaches reverse permeable system
During 3 position, a large amount of current in river course can be to pass through concrete or stone masonry barricade knot by described reverse permeable system 3
Structure body 1, which enters in the homogeneous backfill 12 at rear, to be stored, and reaches the purpose for reducing damage caused by waterlogging to a certain extent.And when dry
When drought is short of rain, the water level decreasing in river course, when the water level of decline reaches drainage system below 2, concrete or stone masonry are stored in
The moisture of the homogeneous backfill 12 at the rear of barrier wall structure body 1 can be discharged into again in river course by described drainage system 2,
Ensure that the river water level long period is in higher water position status, reach the purpose of drought resisting mitigation.
In above-mentioned embodiment, existing barrier wall structure is used for reference, described drainage system 2 can be designed as flowing to along river course
One group of osculum 4 for being arranged in the middle and lower part of concrete or stone masonry barrier wall structure body 1 of order, simply makes each row
Level height of the level height of the output end 5 in water hole 4 less than the input 6 of the osculum 4.And in order to avoid the water in river course
When position is higher, the water containing a large amount of impurity or pollutant enters concrete or stone masonry barrier wall structure by described osculum 4
In the homogeneous backfill 12 at the rear of body 1, the serious pollution of underground water is caused, the application is used in the defeated of each osculum 4
The mode for entering to be respectively provided with anti-filter structure 7 on end solves the above problems.
And in order to simplify the structure of reversely permeable system 3, to facilitate the installation of manufacture and postorder, while reach again
Described reverse permeable system 3 is designed as along river course stream by the function that the flood for entering river course is filtered, removed contamination, the application
To one group of permeable blockwork 8 for being arranged in the middle and upper part of concrete or stone masonry barrier wall structure body 1 of order, and every
Reflux filtration 9 is arranged on one permeable blockwork 8.Now, in order to facilitate the system of described permeable blockwork 8
To make, described permeable blockwork 8 is designed as the structure for also including blockwork body 10 by the application, and by described reflux
Filtration 9 is axially disposed in described blockwork body 10, and described permeable blockwork 8 passes through described prefabricated
The middle and upper part that is arranged in the concrete or stone masonry barrier wall structure body 1 of the block body 10 along river course flow direction order, and
The input of the reflux filtration 9 is set to be connected with the river course of the concrete or the outside of stone masonry barrier wall structure body 1, institute
The output end and the homogeneous backfill 12 of the concrete or the inner side of stone masonry barrier wall structure body 1 for stating reflux filtration 9 connect
It is logical.
Existing filtering pollution clean-up technology is used for reference, then is combined with the structure of the blockwork body 10 described in this Shen, the application
Described blockwork body 10 is arranged to the concreting body of cuboid-type, and set on described concreting body
The permeable accommodating chamber 13 axially extended is equipped with, by described reflux filtration 9 by described permeable accommodating chamber 13 along institute
State being disposed axially in the blockwork body 10 for blockwork body 10；Permeable blockwork 8 described in each is logical
Cross the middle and upper part that described concreting body is removably arranged in concrete or stone masonry the barrier wall structure body 1.This
When, the preferred embodiment of described reflux filtration 9 includes eco-filtration material 14 and overanxious material for described reflux filtration 9
Fixed cage 15, described eco-filtration material 14 are arranged in described overanxious material and fixed in cage 15, and described reflux filtration 9 is logical
Cross described overanxious material and fix being disposed axially in described blockwork body 10 along the blockwork body 10 of cage 15.
Further, cloth of the cage 15 in the permeable accommodating chamber 13 of the blockwork body 10 is fixed in order to facilitate described overanxious material
Put, meanwhile, the manufacture of convenient described permeable blockwork 8 again, described overanxious material, which fixes cage 15, to be included along the permeable appearance
Chamber 13 of receiving axially pours the PVC supervisors 16 in the concreting body, and galvanized wire is arranged at the both ends of PVC supervisors 16
Net 17, described ecological overanxious material 14 is filled in described PVC supervisors 16, and is fixed on this by described lead wire net 17
In PVC supervisors 16.
During with reference to heavy showers, the realistic situation that mud and sand are carried along is permeable to forming the reflux during use in order to reduce
The maintenance of system 3, safeguard, and the water content of the homogeneous backfill at convenient adjustment barricade rear, it is described herein reversely saturating
Water system 3 also includes trash rack 18 and inlet non return check valve 19, and described trash rack 18 is arranged in the permeable arrival end of accommodating chamber 13
On blockwork body 10；It is preferable that described trash rack 18 connects by the way that hinge and described blockwork body 10 are be hinged
Connect, the arrival end of the permeable accommodating chamber 13 after described inlet non return check valve 19 installation trash rack 18.So blocked by described
Dirty grid 18 can be entered in permeable accommodating chamber 13 with largely reducing the floating object in flood, and pass through inlet non return check valve 19
The water-carrying capacity of the homogeneous backfill at barricade rear can be entered by the permeable system 3 of reflux with instant prevention, it is equal to reach control
The purpose of water content in matter backfill.
Claims (6)
1. a kind of barrier wall structure for sponge urban construction, including concrete or stone masonry barrier wall structure body (1), its feature
It is：Described barrier wall structure also includes drainage system (2) and reverse permeable system (3), and described drainage system (2) is along vertical
Direction is arranged in the middle and lower part of concrete or stone masonry the barrier wall structure body (1), and described reverse permeable system (3) is along perpendicular
Nogata to the middle and upper part for being arranged in concrete or stone masonry the barrier wall structure body (1),
Described drainage system (2) is to be arranged in concrete or stone masonry the barrier wall structure body along river course flow direction order
(1) one group of osculum (4) of middle and lower part, the level height of the output end (5) of each osculum (4) are less than the osculum (4)
Input (6) level height,
Described reverse permeable system (3) is to be arranged in concrete or stone masonry the barrier wall structure sheet along river course flow direction order
One group of permeable blockwork (8) of body (1) middle and upper part, reflux filtration is arranged on each permeable blockwork (8)
(9),
Described permeable blockwork (8) also includes blockwork body (10), described reflux filtration (9) cloth vertically
Put in described blockwork body (10), described permeable blockwork (8) passes through described blockwork body (10)
Along the middle and upper part for being arranged in concrete or stone masonry the barrier wall structure body (1) of river course flow direction order, the reflux filtering
The input of structure (9) connects with the river course on the outside of the concrete or stone masonry barrier wall structure body (1), the reflux filtering
The output end of structure (9) connects with the homogeneous backfill (12) on the inside of the concrete or stone masonry barrier wall structure body (1),
Described blockwork body (10) is the concreting body of cuboid-type, is set on described concreting body
There is the permeable accommodating chamber (13) axially extended, described reflux filtration (9) passes through described permeable accommodating chamber (13) edge
The blockwork body (10) is disposed axially in the blockwork body (10)；Permeable blockwork described in each
(8) concrete or stone masonry the barrier wall structure body (1) is removably arranged in by described concreting body
Middle and upper part.
2. the barrier wall structure according to claim 1 for sponge urban construction, it is characterised in that：In each osculum
(4) anti-filter structure (7) is provided with input.
3. the barrier wall structure according to claim 1 for sponge urban construction, it is characterised in that：Described reflux filtering
Structure (9) includes eco-filtration material (14) and filter material fixes cage (15), and described eco-filtration material (14) is arranged in described
Filter material is fixed in cage (15), and described reflux filtration (9) fixes cage (15) along described prefabricated by described filter material
Block body (10) is disposed axially in described blockwork body (10).
4. the barrier wall structure according to claim 3 for sponge urban construction, it is characterised in that：Described filter material is consolidated
Determining cage (15) includes axially pouring the PVC supervisors (16) in the concreting body along the permeable accommodating chamber (13),
The both ends arrangement lead wire net (17) of the PVC supervisors (16), described eco-filtration material (14) are filled in described PVC supervisors
(16) in, and it is fixed on by described lead wire net (17) in PVC supervisors (16).
5. the barrier wall structure according to claim 4 for sponge urban construction, it is characterised in that：Described is reverse permeable
System (3) also includes trash rack (18), and described trash rack (18) is arranged in the blockwork of permeable accommodating chamber (13) arrival end
On body (10).
6. the barrier wall structure according to claim 5 for sponge urban construction, it is characterised in that：Described is reverse permeable
System (3) also includes inlet non return check valve (19), and described trash rack (18) passes through hinge and described blockwork body (10)
It is articulated and connected, the arrival end of the permeable accommodating chamber (13) after described inlet non return check valve (19) installation trash rack (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610428945.2A CN106049348B (en) | 2016-06-15 | 2016-06-15 | Barrier wall structure for sponge urban construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610428945.2A CN106049348B (en) | 2016-06-15 | 2016-06-15 | Barrier wall structure for sponge urban construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049348A CN106049348A (en) | 2016-10-26 |
| CN106049348B true CN106049348B (en) | 2018-01-26 |
Family
ID=57168242
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610428945.2A Active CN106049348B (en) | 2016-06-15 | 2016-06-15 | Barrier wall structure for sponge urban construction |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577277B (en) * | 2018-11-15 | 2021-01-12 | 重庆交通大学 | Wall-mounted drainage anchor rod retaining wall structure and construction method thereof |
| CN109577365A (en) * | 2018-11-15 | 2019-04-05 | 重庆交通大学 | A kind of pile formula drainage anchor rod barrier wall structure and its construction method |
| CN110078307A (en) * | 2019-05-23 | 2019-08-02 | 山东省水利科学研究院 | A kind of riparian buffer strips using biological carbon materials Control the Plan Pollution Sources |
| CN110438938B (en) * | 2019-08-13 | 2020-12-22 | 温州春桦秋时科技有限公司 | River bank structure for constructing sponge city |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008285891A (en) * | 2007-05-17 | 2008-11-27 | Shiima Consultant:Kk | L-shaped retaining wall structure |
| KR101097379B1 (en) * | 2010-12-16 | 2011-12-23 | 주식회사 서영엔지니어링 | Revetment for preventing waterleakage and construction method thereof |
| CN203531007U (en) * | 2013-07-10 | 2014-04-09 | 贵州省水利水电勘测设计研究院 | Retaining wall structure |
| CN204418127U (en) * | 2015-01-30 | 2015-06-24 | 广东梅雁吉祥水电股份有限公司 | A kind of landscape type overfall dam |
| CN104846774A (en) * | 2015-04-29 | 2015-08-19 | 广州市市政工程设计研究总院 | Urban small watershed watercourse quick storage and slow release sponge embankment structure |
| CN204662553U (en) * | 2015-01-29 | 2015-09-23 | 任立 | A kind of cavernous body multifunctional ecological governing system |
| CN204919478U (en) * | 2015-08-17 | 2015-12-30 | 南京金埔园林股份有限公司 | Concrete block but water purification's complex is permeated water |
| CN205222816U (en) * | 2015-11-06 | 2016-05-11 | 山东钢铁股份有限公司 | City river says that quick oneself of rainwater purifies combination dam system |
-
2016
- 2016-06-15 CN CN201610428945.2A patent/CN106049348B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008285891A (en) * | 2007-05-17 | 2008-11-27 | Shiima Consultant:Kk | L-shaped retaining wall structure |
| KR101097379B1 (en) * | 2010-12-16 | 2011-12-23 | 주식회사 서영엔지니어링 | Revetment for preventing waterleakage and construction method thereof |
| CN203531007U (en) * | 2013-07-10 | 2014-04-09 | 贵州省水利水电勘测设计研究院 | Retaining wall structure |
| CN204662553U (en) * | 2015-01-29 | 2015-09-23 | 任立 | A kind of cavernous body multifunctional ecological governing system |
| CN204418127U (en) * | 2015-01-30 | 2015-06-24 | 广东梅雁吉祥水电股份有限公司 | A kind of landscape type overfall dam |
| CN104846774A (en) * | 2015-04-29 | 2015-08-19 | 广州市市政工程设计研究总院 | Urban small watershed watercourse quick storage and slow release sponge embankment structure |
| CN204919478U (en) * | 2015-08-17 | 2015-12-30 | 南京金埔园林股份有限公司 | Concrete block but water purification's complex is permeated water |
| CN205222816U (en) * | 2015-11-06 | 2016-05-11 | 山东钢铁股份有限公司 | City river says that quick oneself of rainwater purifies combination dam system |
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| Publication number | Publication date |
|---|---|
| CN106049348A (en) | 2016-10-26 |
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