CN103821104B - A kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall - Google Patents
A kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall Download PDFInfo
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- CN103821104B CN103821104B CN201210466006.9A CN201210466006A CN103821104B CN 103821104 B CN103821104 B CN 103821104B CN 201210466006 A CN201210466006 A CN 201210466006A CN 103821104 B CN103821104 B CN 103821104B
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Abstract
The invention discloses a kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall, comprise: the body of wall (18) being used for supporting seashore (20) formed by layered stacked multilayer geotechnique's sea sand mud ecology bag (pipe) (16), its every layer comprises multiple ecology bag (pipe) (16); The junction button (24,25,29) that each adjacent ecology bag (pipe) (16) of being used for a body of wall (18) link together; Be used for weaving the single, double reinforced grating (48) of fixing body of wall (18) adjoining course ecology bag (pipe) (16) and/or whole body of wall (18).This geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall Stability Analysis of Structures, thus for seashore, island, bay, airport, harbour, manually dive that the engineerings such as reef, island constructions, operation platform construction, small-sized dam, underwater structures, wetland reproduce, sandy beach is protected, mole, breakwater, marine road and rail set up groynes, longitudinal dike structure has established forever solid foundation.
Description
Technical field
The present invention relates to a kind of retaining wall, particularly the ecological pipe/bag retaining wall of the geotechnological sea sand mud of one.
Background technology
Retaining wall is widely used in civil engineering, Environmental Engineering, Ecological Restoration Project and afforests and beautifies project, such as, support slight slope and the fill, support noise barrier etc. of highway.Usual retaining wall is made into the supporting surface structure that the block that has and be connected to each other by multidimensional and sand, soil or gravel, other filler make, place after wall and carry out compacting, and usually in each layer filler within the walls, spread geo-grid coiled material, to extend back and on the wall attached from wall.
In the prior art, the building of engineering side slope has three kinds of methods: (1) natural soil stone (infinitely soil) method, subtracts shearing stress design according to the resistance to compression of the cubic metre of earth and stone self is anti-and determines the gradient; (2) hardware (cement, stone, reinforcing bar, ecological mixed earth etc.) retaining wall method; (3) flexible ecological bag (pipe) (pipe) reinforced earth method, reinforced earth is a species complex, it includes two different materials, it utilizes a large amount of incompressible material--soil, the material of very big stretch-proof is had in conjunction with a small amount of---geo-grid and forming, this composite material has higher tensile property.The common issue that these side slopes face is easily by rain erosion, or displacement deformation comes off and destroys and collapse.There is very large potential safety hazard, usually cause major accident and high maintenance cost.
Summary of the invention
The object of the present invention is to provide the ecological pipe/bag reinforced retaining wall of a kind of geotechnological extra large sand, this retaining wall can comprising island, littoral zone, bay, artificial island constructions, operation platform constructions, small-sized dam, underwater structures, wetland reproduce, sandy beach is protected, mole, breakwater, coral reef or islands and reefs, manually latent reef, marine road and rail engineering etc. establish forever solid foundation structure (comprising longitudinal dike, groynes) etc.
For realizing above-mentioned purpose of the present invention, provide following technical scheme:
A kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall, comprising: the body of wall being used for supporting seashore formed by layered stacked multilayer geotechnique's sea sand mud ecology bag (pipe), and its every layer comprises multiple ecology bag (pipe); Be used for the junction button that each adjacent ecology bag (pipe) of body of wall is linked together; Be used for weaving many grids of putting more energy into of fixing body of wall adjoining course ecology bag (pipe) and/or whole body of wall.
Wherein, described ecology bag (pipe) is made up of the polypropylene material of continuous filament yarn 100% for tubulose ecology bag (pipe), ecology bag (pipe).
Wherein, at least to top, Multi-layer ecological bag (pipe) entirety of described formation body of wall is tied up from bottom described body of wall with a grid of putting more energy into.
Wherein, described multilayer or its part layer ecology bag (pipe) comprise one or more extension ecology bag (pipe) extended into from described body of wall in described seashore respectively, described extension ecology bag (pipe) is placed by interlayer, and all extension ecology bags (pipe) pass through described in grid of putting more energy into connect other ecology bag (pipe).
Wherein, one is placed by the connected additional extension ecology bag (pipe) of junction button at the bearing of trend of described extension ecology bag (pipe).
Wherein, described junction button is multidimensional draining junction button, and multidimensional draining junction button comprises: substrate; Be arranged on the projection on substrate two sides; Be arranged on the double drainage passage on substrate.Wherein, double drainage passage is the through hole be arranged on substrate, and the axis of this through hole and substrate shape are in angle of 45 degrees; And being arranged on the rhone extended on substrate two sides and along substrate, the bearing of trend of the rhone on two sides intersects.
Wherein, described grid of putting more energy into be laid on extend ecology bag (pipe) with its with layer adjoin two ecology bags (pipe) on, and then multiple described junction button is inserted described extension ecology bag (pipe) and two adjacent ecology bags (pipe) respectively, so that described extension ecology bag (pipe) and two adjacent ecology bags (pipe) realize the connection with layer and adjoining course.
Wherein, ecology bag (pipe) overlays on lower floor's ecology bag (pipe) by interlace mode, and by junction button, same layer ecology bag (pipe) and described upper and lower layer ecology bag (pipe) is linked together.
The present invention also provides on the other hand the ecological pipe/bag of a kind of geotechnological sea sand to put more energy into independent retaining wall, comprise: be positioned at seashore both sides and for the first body of wall of supporting seashore and the second body of wall, described each body of wall forms by Multi-layer ecological bag (pipe) is stacked, and described each layer comprises multiple ecology bag (pipe); Be used for multiple junction buttons that each adjacent ecology bag (pipe) of the first or second body of wall is linked together; Being used for braiding fixes many grid of putting more energy into of the first or second body of wall adjoining course ecology bag (pipe) and/or whole body of wall.
Wherein, one or more extension ecology bag (pipe) is set between the same layer of the first and second bodies of wall, makes the part of two ends respectively as the first and second bodies of wall of described ecology bag (pipe); And described ecology bag (pipe) two ends are connected two adjacent ecology bags (pipe) of described first body of wall respectively by described junction button and described grid of putting more energy into and connect two adjacent ecology bags (pipe) of described second body of wall respectively.
Beneficial effect of the present invention embodies in the following areas:
(1) utilize grid of putting more energy into carry out tying up and weaving, be more conducive to making whole ecology bag (pipe) retaining wall more firmly with stable;
(2) be conducive to preventing retaining wall to be subjected to displacement distortion to come off;
(3) be conducive to ecology bag (pipe) retaining wall and adapt to differential settlement effect.
(4) utilize multidimensional draining junction button to increase the friction factor of substrate surface to geotechnological sea sand mud ecology bag (pipe) further, the stretching resistance of geotechnological sea sand mud ecology bag (pipe) contact point, shear strength are increased.
Accompanying drawing explanation
Fig. 1 is geotechnological sea sand mud ecology (pipe) bag profile of the present invention;
Fig. 1 a is the stereogram of geotechnological sea sand mud ecology (pipe) bag reinforced retaining wall structure bank protection of the present invention;
Fig. 2 is the profile of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall structure bank protection of the present invention;
Fig. 3 is the structure chart of disk junction button;
Fig. 3 a is the johning knot composition extending ecology bag (pipe);
Fig. 3 b is the johning knot composition of ecology bag (pipe)
Fig. 4 is the structure chart of grid of putting more energy into;
Fig. 4 a is the connection plan view in geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall front shown in Fig. 2;
Fig. 4 b is the connection plan view of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall side shown in Fig. 2;
Fig. 5 is that geotechnological sea sand mud ecology bag (pipe) of the present invention is put more energy into the profile of independent retaining wall;
Fig. 5 a be geotechnological sea sand mud ecology bag (pipe) of the present invention put more energy into independent retaining wall extend ecology bag (pipe) johning knot composition;
Fig. 6 is the structural perspective of tabular junction button;
Fig. 6 a is the schematic diagram that tabular junction button connects ecology bag (pipe);
Fig. 6 b is the schematic diagram of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall integrated connection;
Fig. 7 is the structure chart of multidimensional draining junction button of the present invention.
Description of reference numerals: 10,40-reinforced retaining wall structure; 12-ground; 16-ecology bag (pipe); 18-reinforced retaining wall body; 20-seashore; 22-extends ecology bag (pipe); 24-disk junction button; The dull and stereotyped junction button of 25-; 26-disc structure; 27-is dull and stereotyped; The convex fourth of 28-; 29-multidimensional draining junction button; 29a-substrate; 29b-projection; 29c-double drainage passage; 29d-rhone; 30-is additional extends ecology bag (pipe); 42-first body of wall; 44-second body of wall; 48-puts more energy into grid;
Detailed description of the invention
If Fig. 1 is geotechnological sea sand mud ecology bag (pipe) profile of the present invention; The stereogram of Fig. 1 a geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall structure 10 of the present invention, Fig. 2 is for shown in the profile of reinforced retaining wall, the body of wall 18 of reinforced retaining wall of the present invention is close to seashore 20, comprise Multi-layer ecological bag (pipe) 16 up stacked successively from ground 12, connect the disk junction button 24 of adjacent ecology bag (pipe) 16, and vertically tie up or weave the grid 48 of putting more energy into of ecology bag (pipe) with horizontal direction.Ecology bag pipe is tubulose ecology bag, and namely the length of ecology bag is far longer than the width of ecology bag, and ecology bag (pipe) preferably adopts the polypropylene material of continuous filament yarn 100% to make.Adjacent ecology bag (pipe) 16 couples together by junction button 24, an entirety is formed to make whole retaining wall, retaining wall body of wall can be built into vertical (not shown) as required or have (as shown in Figure 1) of certain slope, when vertical body of wall constructed by needs, last layer ecology bag (pipe) vertical pile is on lower one deck; When body of wall needs certain gradient, last layer ecology bag (pipe) departs from the certain distance of lower one deck ecology bag (pipe) and places.Each layer ecology bag (pipe) horizontal positioned also can be placed according to wall contour.
The structure of disk junction button 24 as shown in Figure 3, disk junction button 24 has a disc structure 26, it can be disc or other shapes, the preferred disc of the present invention, the two sides central authorities of disc structure 26 all have a convex fourth 28, convex fourth 28 is enough solid and can charge into ecology bag (pipe), and junction button 24 preferably adopts the non-perishable material such as plastics and aluminium to make.The size of disc junction button is preferably diameter 180 millimeters, thick 50 millimeters, convex fourth section diameter 10 millimeters.
In order to fixing of reinforced retaining wall, can place at some layer of Multi-layer ecological bag (pipe) and extend ecology bag (pipe) 22, the length extending ecology bag (pipe) is greater than width, and to grow than common ecology bag (pipe) 16, the one end extending ecology bag (pipe) is clipped between adjacent two ecology bags (pipe) 16, the end adjacent at it places a junction button 24 respectively, then on junction button, grid 48 of putting more energy into is placed, when the ecology bag (pipe) on upper strata is placed on junction button 24, the Action of Gravity Field on upper strata ecology bag (pipe) is relied on to charge in lower floor's ecology bag (pipe) by the convex fourth 28 of junction button 24 one side through grid 48 of putting more energy into, the convex fourth 28 of another side is charged in the ecology bag (pipe) on upper strata, thus ecology bag (pipe) 22 and its two adjacent ecology bag (pipe) 16 will be extended by putting more energy into grid 48 and link together (as shown in Figure 3 a), upper by junction button of upper strata ecology bag (pipe) and lower floor's ecology bag (pipe), descend convex fourth and link together, another free end extending ecology bag (pipe) 22 stretches within seashore 20, so that ecology bag (pipe) is connected with seashore, extend ecology bag (pipe) 22 can to place at the common ecology bag in 2-3, interval (pipe) 16 in certain one deck, in vertical direction can the placement of 2-3 layers, interval, as shown in Figure 2.The free end extending ecology bag (pipe) 22 can adjoin a common ecology bag (pipe) 30 in addition, ecology bag (pipe) 30 one end is connected by disk junction button 24 with the free end extending ecology bag (pipe) 22, the other end stretches within seashore 20, to strengthen fixing whole retaining wall.
Adjacent two ecology bags (pipe) 16 place a junction button 24 respectively in its adjacent end, then on two junction buttons, place the ecology bag (pipe) on upper strata, the Action of Gravity Field on upper strata ecology bag (pipe) is relied on to charge in lower floor's ecology bag (pipe) by the convex fourth 28 of junction button 24 one side, the convex fourth 28 of another side is charged in the ecology bag (pipe) on upper strata, thus two ecology bags (pipe) 16 link together with the ecology bag (pipe) on its upper strata, as shown in Figure 3 b, so also just the adjacent ecology bag (pipe) of same layer is connected together.
Be illustrated in figure 4 the present invention to put more energy into the structure of grid 48 of putting more energy into of grid retaining wall, grid 48 of putting more energy into can be unidirectional or two-way grille, and grid 48 of putting more energy into requires solid durable, preferably adopts the non-perishable material such as plastics and aluminium to make.Grid of putting more energy into weaves between Multi-layer ecological bag (pipe), thus is tied up by whole retaining wall, as shown in fig. 4 a, to fix it.
The present invention also can be used for constructing independent retaining wall, as shown in Figure 5, all there is in the both sides of seashore 20 retaining wall, it is the first body of wall 42, and second body of wall 44, comprise Multi-layer ecological bag (pipe) 16 separately, place at certain one deck of the first body of wall 42 and extend ecology bag (pipe) 22, the one end extending ecology bag (pipe) 22 is between two adjacent ecology bags (pipe) 16, the other end is through seashore 20, between the two adjacent ecology bags (pipe) 16 extending to the identical layer of the second body of wall 44, thus the first body of wall 42 and the second body of wall 44 are coupled together, as shown in Figure 5 a, a junction button 24 is placed respectively equally in the adjacent end of adjacent ecology bag (pipe), then on junction button, grid 48 of putting more energy into is placed, when the ecology bag (pipe) on upper strata is placed on junction button 24, the Action of Gravity Field on upper strata ecology bag (pipe) is relied on to charge in lower floor's ecology bag (pipe) by the convex fourth 28 of junction button 24 one side through grid 48 of putting more energy into, the convex fourth 28 of another side is charged in the ecology bag (pipe) on upper strata, thus ecology bag (pipe) 22 and its two adjacent ecology bag (pipe) 16 will be extended by putting more energy into grid 48 and linking together, upper by junction button of upper strata ecology bag (pipe) and lower floor's ecology bag (pipe), descend convex fourth and link together.
Adjacent two ecology bags (pipe) 16 place a junction button 24 respectively in its adjacent end, then on two junction buttons, place the ecology bag (pipe) on upper strata, the Action of Gravity Field on upper strata ecology bag (pipe) is relied on to charge in lower floor's ecology bag (pipe) by the convex fourth 28 of junction button 24 one side, the convex fourth 28 of another side is charged in the ecology bag (pipe) on upper strata, thus two ecology bags (pipe) 16 link together with the ecology bag (pipe) on its upper strata, as shown in Figure 3 b, so also just the adjacent ecology bag (pipe) of same layer is connected together.
The junction button that retaining wall of the present invention uses also can be tabular junction button 25, as shown in Figure 6, tabular junction button 25 has a slabbed construction 27, slabbed construction 27 is rectangle, all there are on the two sides of flat board 2-3 convex fourths 28, wherein 2-3 of soffit convex fourths are respectively near dull and stereotyped end, the convex fourth of upper surface is positioned at dull and stereotyped center, between the two adjacent ecology bags (pipe) tabular junction button 25 being positioned over same layer, as shown in Figure 6 a, make its soffit down, upper surface upward, tabular junction button 25 is placed upper strata ecology bag (pipe), rely on ecological Action of Gravity Field, the convex fourth of tabular junction button 25 soffit is charged in the ecology bag (pipe) of lower floor, the convex fourth of upper surface is charged in upper strata ecology bag (pipe), thus the adjacent ecology bag (pipe) of same layer and adjoining course is coupled together, couple together successively and by whole retaining wall, as shown in Figure 6 b.
Junction button of the present invention can also be multidimensional draining junction button 29, and as shown in Figure 7, multidimensional draining connecting buckle 29 comprises: substrate 29a; Be arranged on the projection 29b on substrate two sides; Be arranged on the double drainage passage 29c on substrate 29a.Wherein, double drainage passage 29c is the through hole be arranged on substrate, and the axis of this through hole and substrate shape are in angle of 45 degrees; And being arranged on the rhone 29d extended on substrate two sides and along substrate, the bearing of trend of the rhone on two sides intersects.Substrate is formed the omnibearing discharge structure of multi-C stereo.The friction factor of substrate surface to the ecological pipe bag of geotechnological sea sand mud is increased further by drainage channel hole and rhone, make the stretching resistance of geotechnological sea sand mud ecological pipe bag contact point, shear strength increase, and there is the characteristic of tension, bending resistance, anti-multiaspect distortion, make the multidimensional draining structure that knots have more pliability.
Although made specific descriptions to content of the present invention above, the present invention is not limited thereto, those skilled in the art of the present technique can carry out various amendment according to principle of the present invention.Therefore, all amendments done according to the principle of the invention, all should be understood to fall into protection scope of the present invention.
Claims (8)
1. a geotechnological sea sand mud ecological bag reinforced retaining wall, comprising:
The body of wall (18) being used for supporting seashore (20) formed by layered stacked multilayer geotechnique's sea sand mud ecology bag (16), its every layer comprises multiple ecology bag (16);
The junction button (29) that each the adjacent ecology bag (16) being used for a body of wall (18) links together;
Be used for weaving many grids of putting more energy into (48) of fixing body of wall (18) adjoining course ecology bag (16) and/or whole body of wall (18);
Wherein, described multilayer or its part layer ecology bag comprise one or more extension ecology bag (22) extended into from described body of wall in described seashore (20) respectively;
Wherein, described junction button is multidimensional draining junction button (29), comprising:
Substrate (29a);
Be arranged on the projection (29b) on substrate two sides;
Be arranged on the double drainage passage (29c) on substrate (29a), double drainage passage (29c) is for being arranged on the through hole on substrate, and the axis of this through hole and substrate shape are in angle of 45 degrees; And
Be arranged on the rhone (29d) extended on substrate two sides and along substrate, the bearing of trend of the rhone on two sides intersects.
2. geotechnological sea sand mud ecological bag reinforced retaining wall as claimed in claim 1, wherein, described ecology pipe (16) is tubulose ecology bag, and ecology bag is made up of the polypropylene material of continuous filament yarn 100%.
3. geotechnological sea sand mud ecological bag reinforced retaining wall as claimed in claim 2, wherein at least ties up Multi-layer ecological bag (16) entirety of described formation body of wall to top from described body of wall (18) bottom with a grid of putting more energy into (48).
4. geotechnological sea sand mud ecological bag reinforced retaining wall as claimed in claim 3, wherein, described extension ecology bag (22) is placed by interlayer, and all extension ecology bags (22) pass through described in grid of putting more energy into connect other ecology bag.
5. geotechnological sea sand mud ecological bag reinforced retaining wall as claimed in claim 4, wherein places one by the connected additional extension ecology bag (30) of junction button at the bearing of trend of described extension ecology bag (22).
6. geotechnological sea sand mud ecological bag reinforced retaining wall as claimed in claim 5, wherein ecology bag (16) overlays on lower floor's ecology bag by interlace mode, and by junction button, same layer ecology bag and described upper and lower layer ecology bag is linked together.
7. the ecological bag reinforced independent retaining wall of geotechnological sea sand, comprising:
Be positioned at seashore both sides and for the first body of wall (42) of supporting seashore (20) and the second body of wall (44), described each body of wall forms by Multi-layer ecological bag is stacked, and described each layer comprises multiple ecology bag (16);
Be used for multiple junction buttons that each adjacent ecology bag of the first or second body of wall is linked together;
Be used for weaving many grid of putting more energy into (48) of fixing the first or second body of wall adjoining course ecology bag and/or whole body of wall;
Wherein, one or more extension ecology bag (22) extended within described seashore (20) is set between the same layer of the first and second bodies of wall;
Wherein, described junction button is multidimensional draining junction button, comprising: substrate (29a); Be arranged on the projection (29b) on substrate two sides; Be arranged on the double drainage passage (29c) on substrate (29a), double drainage passage (29c) is for being arranged on the through hole on substrate, and the axis of this through hole and substrate shape are in angle of 45 degrees; And being arranged on the rhone (29d) extended on substrate two sides and along substrate, the bearing of trend of the rhone on two sides intersects.
8. retaining wall as claimed in claim 7, two ends of wherein said ecology bag (22) are respectively as the part of the first and second bodies of wall; And described ecology bag (22) two ends are connected two adjacent ecology bags of described first body of wall (42) respectively with described grid of putting more energy into (48) by described junction button (24) and are connected two adjacent ecology bags of described second body of wall (44) respectively.
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| CN201210466006.9A CN103821104B (en) | 2012-11-16 | 2012-11-16 | A kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall |
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| CN201210466006.9A CN103821104B (en) | 2012-11-16 | 2012-11-16 | A kind of geotechnological sea sand mud ecology bag (pipe) reinforced retaining wall |
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| CN103821104B true CN103821104B (en) | 2016-03-02 |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963312A (en) * | 2015-07-14 | 2015-10-07 | 江苏三正华禹环境工程有限公司 | Ecological tubular bag revetment soil wall and filling method thereof |
| CN105804007B (en) * | 2016-03-21 | 2018-04-17 | 中交第三航务工程勘察设计院有限公司 | A kind of reinforced earth quaywall structure based on the soft base of beach |
| CN107401173A (en) * | 2016-12-06 | 2017-11-28 | 青海富腾生态科技有限公司 | A kind of junction button and its application method |
| CN108951543B (en) * | 2018-07-25 | 2020-05-19 | 重庆沐联环境工程有限公司 | Method for constructing ecological bank protection by adopting in-situ treatment of bottom mud |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1563609A (en) * | 2004-04-08 | 2005-01-12 | 王欣南 | Side slope, dam bank installation |
| CN2856175Y (en) * | 2005-11-15 | 2007-01-10 | 唐红 | Earthworking reinforced bar ecological wall |
| CN1970896A (en) * | 2005-11-21 | 2007-05-30 | 金宪洙 | Sandbag breast wall |
| CN201050067Y (en) * | 2007-06-14 | 2008-04-23 | 张宇顺 | Soil blocking structure with interlocking component |
| CN201232190Y (en) * | 2008-07-16 | 2009-05-06 | 北京顺天绿色边坡科技有限公司 | Ecological slope protection |
| CN101705695A (en) * | 2009-11-27 | 2010-05-12 | 北京顺天绿色边坡科技有限公司 | Ecological bag reinforced retaining wall |
| CN201567557U (en) * | 2009-11-27 | 2010-09-01 | 北京顺天绿色边坡科技有限公司 | Self-adapting flexible body structure side slop drainage channel |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2518571A1 (en) * | 2005-09-08 | 2007-03-08 | Deltalok Inc. | Sandbag retaining walls adapted for plant growth |
-
2012
- 2012-11-16 CN CN201210466006.9A patent/CN103821104B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1563609A (en) * | 2004-04-08 | 2005-01-12 | 王欣南 | Side slope, dam bank installation |
| CN2856175Y (en) * | 2005-11-15 | 2007-01-10 | 唐红 | Earthworking reinforced bar ecological wall |
| CN1970896A (en) * | 2005-11-21 | 2007-05-30 | 金宪洙 | Sandbag breast wall |
| CN201050067Y (en) * | 2007-06-14 | 2008-04-23 | 张宇顺 | Soil blocking structure with interlocking component |
| CN201232190Y (en) * | 2008-07-16 | 2009-05-06 | 北京顺天绿色边坡科技有限公司 | Ecological slope protection |
| CN101705695A (en) * | 2009-11-27 | 2010-05-12 | 北京顺天绿色边坡科技有限公司 | Ecological bag reinforced retaining wall |
| CN201567557U (en) * | 2009-11-27 | 2010-09-01 | 北京顺天绿色边坡科技有限公司 | Self-adapting flexible body structure side slop drainage channel |
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Effective date of registration: 20160115 Address after: 100036, 1, building 5, 903, Lianhua District, Beijing, Haidian District Applicant after: BEIJING SHUNTIAN GREEN SIDE SLOPE TECHNOLOGY CO., LTD. Applicant after: State Geology Experiment and Test center Address before: 100036, 1, building 5, 903, Lianhua District, Beijing, Haidian District Applicant before: BEIJING SHUNTIAN GREEN SIDE SLOPE TECHNOLOGY CO., LTD. |
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