CN108331012B - Retaining wall structure for civil construction and construction method thereof - Google Patents
Retaining wall structure for civil construction and construction method thereof Download PDFInfo
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- CN108331012B CN108331012B CN201810198725.4A CN201810198725A CN108331012B CN 108331012 B CN108331012 B CN 108331012B CN 201810198725 A CN201810198725 A CN 201810198725A CN 108331012 B CN108331012 B CN 108331012B
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- retaining wall
- soil
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- 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
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/12—Supports for plants; Trellis for strawberries or the like
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- 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
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental Sciences (AREA)
- Retaining Walls (AREA)
Abstract
The retaining wall structure for the civil construction comprises a retaining wall body, wherein the retaining wall body comprises a soil facing wall plate, a soil backing wall plate and a wall body bottom plate arranged between the soil facing wall plate and the soil backing wall plate, the bottom of the wall body bottom plate is sequentially provided with embedded quick and conical deep embedded blocks from top to bottom, and a drainage ditch extending longitudinally along the retaining wall body is arranged at the corner of the outer side of the soil backing wall plate; be equipped with the apron on the retaining wall body, be equipped with the pressure wall roof stone on the apron, be equipped with the baffle on the apron, the baffle sets up along retaining wall body longitudinal extension, and the baffle outside face lies in the plane and the plane parallel and level that the back of the body face wallboard outside face lies in, is equipped with L type vegetation pole-climbing on the inboard face of baffle, L type vegetation pole-climbing horizontal part is fixed with the baffle connection, winds on the L type vegetation pole-climbing and is equipped with vegetation, this internal drainage system and the cement wallboard of being equipped with of retaining wall. The invention has good popularization and practical value, and can generate good economic benefit after wide popularization and application.
Description
Technical Field
The invention belongs to the field of retaining wall construction, and particularly relates to a retaining wall structure for civil construction and a construction method thereof.
Background
The retaining wall is a structure for supporting soil filled in a roadbed or a hillside soil body and preventing deformation and instability of the soil filled in the roadbed or the soil body, a part directly contacted with the supported soil body in a transverse section of the retaining wall is called a wall face, a part opposite to the wall face and in the sky is called a wall face, a part directly contacted with the foundation is called a base, a top face of the wall opposite to the base is called a wall top, a front end of the base is called a wall toe, and a rear end of the base is called a wall heel.
But the retaining wall structure for civil construction on the present market can not satisfy the operation requirement, and during the use, the retaining wall is built in one side of hillside soil body, rainy weather, has rivers unable mediation to go out on the hillside soil body to during the use, grow vegetation on the hillside soil body, vegetation growth's too flourish just can grow to the retaining wall one side that is close to the road, and the vegetation climbs to the road surface and can influence the passerby and travel, based on the problem that appears above, proposes a retaining wall structure for civil construction.
Disclosure of Invention
The invention aims to provide a retaining wall structure for civil construction and a construction method thereof, which aim to solve the technical problems that vegetation can grow excessively and the running of passers-by can be influenced when the vegetation climbs to a pavement in the prior art; and solves the technical problems of weak water pipe system and low service life in the prior art.
In order to achieve the above purpose, the invention adopts the following technical scheme:
a retaining wall structure for civil construction, characterized in that: the soil-blocking wall comprises a soil-blocking wall body, wherein the soil-blocking wall body comprises a soil-facing wall plate, a soil-backing wall plate and a wall body bottom plate arranged between the soil-facing wall plate and the soil-backing wall plate, the bottom of the wall body bottom plate is sequentially provided with embedded fast and conical deep buried blocks from top to bottom, and a drainage ditch extending longitudinally along the soil-blocking wall body is arranged at the corner of the outer side of the soil-backing wall plate; the retaining wall comprises a retaining wall body, and is characterized in that a cover plate is arranged on the retaining wall body, a wall pressing roof stone is arranged on the cover plate, a baffle is arranged on the cover plate, the baffle is vertically arranged, the baffle is longitudinally extended and arranged along the retaining wall body, the plane of the outer side plate surface of the baffle is flush with the plane of the outer side plate surface of the back soil surface wall plate, an L-shaped vegetation climbing rod is arranged on the inner side plate surface of the baffle, the transverse part of the L-shaped vegetation climbing rod is fixedly connected with the baffle, and vegetation is wound on the L-shaped vegetation climbing rod;
cement wallboards are arranged on the wall bottom board and in the space between the earth facing wallboard and the earth back wallboard; the cement wallboard comprises a retaining wall body, a cement wallboard, a plurality of longitudinal branch water pipes, a plurality of vertical main water pipes, a plurality of branch water pipes, a plurality of vertical main water pipes and a plurality of vertical water pipes, wherein one side plate surface of the cement wallboard is tightly attached to the inner side plate surface of the back soil wallboard, a branch water pipe fixing frame is arranged on the other side plate surface far away from the back soil wallboard through steel bars; every branch water pipe all is equipped with the inlet tube that vertical even interval set up, inlet tube one end opening and branch water pipe intercommunication, the other end opening and the inlet opening intercommunication of locating on the face wallboard that meets the soil, inlet opening diameter suits with the inlet tube pipe diameter, the number of inlet opening is the same with inlet tube number, face wallboard outside face is equipped with a plurality of supporting shoe and a plurality of filter screen that meet the soil, the inlet opening is located on the face wallboard that meets the soil in the supporting shoe outside, a plurality of the filter screen covers the face wallboard that meets the soil in the supporting shoe outside.
Further preferably, the support blocks have eight blocks, the vertical intervals are arranged on the earth facing wallboard, and each support block extends longitudinally along the earth facing wallboard.
Further, openings are uniformly arranged on the baffle at intervals, an anti-rust coating is sprayed on the outer surface of the baffle, and the bottom of the baffle is connected with the cover plate through bolts.
Further, the branch water pipe fixing frame is formed by overlapping steel pipes.
Further, the branch water pipe is bound and fixed with the branch water pipe fixing frame.
Further, the embedded fast and the conical deep embedded blocks are embedded in the wall foundation.
In addition, the supporting block is of a trapezoid structure, and the supporting block is buried in the hillside soil body.
More preferably, the diameter of the opening is 2-10 mm.
A construction method of a retaining wall structure for civil construction, comprising the steps of:
step one, constructing a retaining wall body: utilizing a steel plate assembly member retaining wall body, and embedding tapered deep embedded blocks and embedded blocks at the bottom of the retaining wall body at the same time;
step two, installing and hoisting a branch water pipe fixing frame: fixing the reinforcing steel bars, the branch water pipes and the branch water pipe fixing frames, hoisting the branch water pipe fixing frames from the top opening of the retaining wall body into the retaining wall body, supporting a formwork between the middle parts of the reinforcing steel bars and the back soil surface wallboard, and pouring cement to form a cement wallboard;
step three, installing a water inlet pipe: inserting a water inlet pipe into the retaining wall body from a water inlet hole formed in the earth facing wallboard, and connecting the water inlet pipe with an opening of a branch water pipe in a threaded manner;
step four, installing a supporting block: mounting a supporting block on the outer side panel of the soil facing wall board, and paving a filter screen on the soil facing wall board outside the supporting block;
step five, integral hoisting: embedding the conical deep embedded blocks and the embedded blocks which are connected and fixed in the foundation pit of the construction site, hoisting the wall body which is assembled integrally in the steps 1-4 to the upper part of the embedded blocks, fixedly connecting the wall body with the embedded blocks, and sinking the supporting blocks into the soil body of the hillside;
step six, constructing the top of the wall: the retaining wall structure for civil construction is constructed by paving a cover plate on the top of the retaining wall body, installing a wall pressing roof stone and an assembled baffle plate on the cover plate, and winding vegetation on an L-shaped vegetation climbing rod on the baffle plate.
Compared with the prior art, the invention has the following characteristics and beneficial effects:
(1) When the invention is used, the branch water pipe is fixedly arranged in the retaining wall by the branch water pipe fixing frame and fastened by the reinforcing steel bars, the vertical main water pipe is arranged at the outer side of the retaining wall and close to the water outlet end position of the branch water pipe, water flow on a hillside soil body enters the branch water pipe after being filtered by the filter screen, and then flows into the main water pipe from the branch water pipe and is discharged from the main water pipe, so that the problem that water flow on the hillside soil body cannot be dredged out in rainy weather is solved, the problem of landslide is avoided, the retaining wall is prevented from being broken by the hillside, and the pressure of the retaining wall on the hillside is reduced.
(2) The retaining wall is provided with the retaining plate and the vegetation climbing rod, when the retaining wall is used, the retaining plate is fixedly arranged at the top of the retaining wall body through the bolts, then the vegetation climbing rod is arranged at one side position of the retaining plate close to a hillside, when vegetation on the hillside grows to the top of the retaining wall, the vegetation is blocked by the retaining plate and guided by the vegetation climbing rod to grow upwards along the vegetation climbing rod, the problem that the vegetation grows to one side of the retaining wall close to a road when the vegetation grows too luxuriantly, the running of passers-by can be influenced when the vegetation climbs to the road surface is solved, the vegetation is protected from being stepped on by passers-by, the cleanness of the road surface is ensured, and the passers-by is smooth in running.
The invention has the characteristics of safety, applicability and the like, has good popularization and practical value, and can generate good economic benefit after wide popularization and application.
Drawings
Fig. 1 is a schematic structural view of a retaining wall structure for civil construction according to the present invention;
FIG. 2 is a schematic view of a connection structure between a retaining wall and a retaining wall body according to the present invention;
FIG. 3 is an enlarged schematic view of the portion of FIG. 1A;
fig. 4 is a schematic structural view of a distribution water inlet pipe on a branch water pipe according to the present invention.
Reference numerals: 1-cement wallboard; 2-cover plate; 3-baffle plates; 4-L type vegetation climbing poles; 5-wall pressing roof stones; 6-vegetation; 7-a retaining wall body; 8-reinforcing steel bars; 9-branch water pipe fixing frames; 10-embedding quickly; 11-conical deep buried blocks; 12-branch water pipe; 13-drainage ditch; 14-a vertical main water pipe; 15-a water outlet pipe; 16-water inlet pipe; 17-supporting blocks; 18-a filter screen; 19-opening; 20-template.
Detailed Description
The present invention will be further described below in order to make the technical means, innovative features, achieved objects and effects achieved by the present invention easy to understand.
The examples described herein are specific embodiments of the present invention, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the invention to the embodiments and scope of the invention. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification of the present application, including those adopting any obvious substitutions and modifications to the embodiments described herein.
The retaining wall structure for civil construction comprises a retaining wall body 7, wherein the retaining wall body 7 comprises a soil facing wall plate, a soil backing wall plate and a wall body bottom plate arranged between the soil facing wall plate and the soil backing wall plate, an embedded speed 10 and a conical deep embedded block 11 are sequentially arranged at the bottom of the wall body bottom plate from top to bottom, and a drainage ditch 13 extending longitudinally along the retaining wall body 7 is arranged at the corner of the outer side wall of the soil backing wall plate; the retaining wall body 7 is provided with a cover plate 2, the cover plate 2 is provided with a wall pressing roof stone 5, the cover plate 2 is provided with a baffle plate 3, the baffle plate 3 is vertically arranged, the baffle plate 3 is longitudinally extended along the retaining wall body 7, the plane of the outer side plate surface of the baffle plate 3 is flush with the plane of the outer side plate surface of the back soil surface wall plate, the inner side plate surface of the baffle plate 3 is provided with an L-shaped vegetation climbing rod 4, the transverse part of the L-shaped vegetation climbing rod 4 is fixedly connected with the baffle plate 3, and vegetation 6 is wound on the L-shaped vegetation climbing rod 4;
cement wallboards 1 are arranged on the wall bottom plate and in the space between the earth facing wallboard and the earth backing wallboard; the cement wallboard 1 is provided with a branch water pipe fixing frame 9 on one side surface of the cement wallboard, which is closely attached to the inner side surface of the earth-backed wallboard, and a plurality of branch water pipes 12 extending longitudinally are arranged on the branch water pipe fixing frame 9 through steel bars 8, as shown in fig. 3, the plurality of branch water pipes 12 are vertically and uniformly arranged at intervals, one end of each branch water pipe 12 is sealed, the other end of each branch water pipe is communicated with a vertical main water pipe 14 arranged on the outer side of the retaining wall body 7, and the bottom of each vertical main water pipe 14 is communicated with a water outlet pipe 15 arranged longitudinally; as shown in fig. 4, each branch water pipe 12 is provided with a water inlet pipe 16 which is longitudinally and uniformly arranged at intervals, an opening at one end of the water inlet pipe 16 is communicated with the branch water pipe 12, an opening at the other end of the water inlet pipe is communicated with water inlet holes arranged on a soil facing wall board, the diameters of the water inlet holes are matched with those of the water inlet pipe 16, the number of the water inlet holes is the same as that of the water inlet pipes 16, a plurality of supporting blocks 17 and a plurality of filter screens 18 are arranged on the outer side of the soil facing wall board of the supporting blocks 17, and the plurality of filter screens 18 cover the soil facing wall board outside the supporting blocks 17.
Eight supporting blocks 17 are arranged on the earth facing wallboard at vertical intervals, each supporting block is arranged along the longitudinal extension of the earth facing wallboard, as shown in fig. 2, openings 19 are uniformly arranged on the baffle plate 3 at intervals, and the diameters of the openings 19 are 2-10 mm. The outer surface of the baffle plate 3 is sprayed with an anti-rust coating, and the bottom of the baffle plate 3 is connected with the cover plate 2 through bolts. The branch water pipe fixing frame 9 is formed by overlapping steel pipes, the branch water pipe 12 is fixedly bound with the branch water pipe fixing frame 9, the embedded block 10 and the conical deep embedded block 11 are embedded in a wall base, the supporting block 17 is of a trapezoid structure, and the supporting block 17 is embedded in a hillside soil body.
A construction method of a retaining wall structure for civil construction, comprising the steps of:
step one, constructing a retaining wall body 7: a retaining wall body 7 using a steel plate assembly member;
step two, installing and hoisting a branch water pipe fixing frame 9: fixing the reinforcing steel bars 8, the branch water pipes 12 and the branch water pipe fixing frames 9, hoisting the branch water pipe fixing frames 9 from the top opening of the retaining wall body 7 into the retaining wall body 7, supporting a formwork between the middle parts of the reinforcing steel bars 8 and the back soil wall board, pouring cement to form a cement wallboard 1, and removing the formwork 20 after the construction of the cement wallboard 1 is completed;
step three, installing a water inlet pipe 16: inserting a water inlet pipe 16 into the retaining wall body 7 from a water inlet hole formed in the earth facing wallboard, and connecting the water inlet pipe with an opening of the branch water pipe 12 in a threaded manner;
step four, installing a supporting block 17: mounting a supporting block 17 on the outer side panel of the soil facing wall plate, and paving a filter screen 18 on the soil facing wall plate outside the supporting block 17;
step five, integral hoisting: embedding the conical deep embedded blocks 11 and the embedded blocks 10 which are connected and fixed in a foundation pit of a construction site, hoisting the wall body which is integrally assembled in the steps 1-4 to the upper part of the embedded blocks 10, fixedly connecting the wall body with the embedded blocks 10, and sinking the supporting blocks 17 into a hillside soil body;
step six, constructing the top of the wall: the method comprises the steps of paving a cover plate 2 on the top of a retaining wall body 7, installing a wall pressing roof stone 5 and an assembled baffle plate 3 on the cover plate 2, and winding vegetation 6 on an L-shaped vegetation climbing rod 4 on the baffle plate 3.
The water flow on the soil body of the hillside is filtered by the filter screen, then enters the branch water pipe, flows into the vertical main water pipe from the branch water pipe, is discharged from the vertical main water pipe, and when vegetation on the hillside grows to the top of the retaining wall, the vegetation is blocked by the baffle plate and guided by the vegetation climbing rod, and grows upwards along the vegetation climbing rod.
The foregoing description of the preferred embodiments of the invention is not intended to limit the invention to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and scope of the invention are intended to be included within the scope of the invention.
Claims (1)
1. A construction method of a retaining wall structure for civil construction is characterized in that: the retaining wall structure comprises a retaining wall body (7), wherein the retaining wall body (7) comprises a soil facing wall plate, a soil backing wall plate and a wall body bottom plate arranged between the soil facing wall plate and the soil backing wall plate, the bottom of the wall body bottom plate is sequentially provided with an embedded block (10) and a conical deep embedded block (11) from top to bottom, and a drainage ditch (13) extending longitudinally along the retaining wall body (7) is arranged at the corner of the outer side wall of the soil backing wall plate; the retaining wall comprises a retaining wall body (7), wherein a cover plate (2) is arranged on the retaining wall body (7), a wall pressing roof stone (5) is arranged on the cover plate (2), a baffle plate (3) is arranged on the cover plate (2), the baffle plate (3) is arranged in a vertical direction, the baffle plate (3) is longitudinally extended along the retaining wall body (7), the plane where the outer side plate surface of the baffle plate (3) is flush with the plane where the outer side plate surface of the back soil surface wall plate is located, an L-shaped vegetation climbing rod (4) is arranged on the inner side plate surface of the baffle plate (3), the transverse part of the L-shaped vegetation climbing rod (4) is fixedly connected with the baffle plate (3), and vegetation (6) is wound on the L-shaped vegetation climbing rod (4);
cement wallboards (1) are arranged on the wall bottom board and in the space between the earth facing wallboard and the earth back wallboard; the cement wallboard is characterized in that one side surface of the cement wallboard (1) is tightly attached to the inner side surface of the back soil wallboard, a branch water pipe fixing frame (9) is arranged on the other side surface far away from the back soil wallboard through a reinforcing steel bar (8), a plurality of longitudinally extending branch water pipes (12) are arranged on the branch water pipe fixing frame (9), the plurality of branch water pipes (12) are vertically and uniformly arranged at intervals, one end of each branch water pipe (12) is sealed, the other end of each branch water pipe is communicated with one vertical main water pipe (14) arranged on the outer side of the retaining wall body (7), and the bottom of each vertical main water pipe (14) is communicated with a longitudinally arranged water outlet pipe (15); each branch water pipe (12) is provided with a water inlet pipe (16) which is longitudinally and uniformly arranged at intervals, an opening at one end of each water inlet pipe (16) is communicated with each branch water pipe (12), an opening at the other end of each water inlet pipe is communicated with a water inlet hole which is arranged on a soil facing surface wallboard, the diameter of each water inlet hole is matched with the diameter of each water inlet pipe (16), the number of water inlet holes is the same as that of the water inlet pipes (16), a plurality of supporting blocks (17) and a plurality of filter screens (18) are arranged on the outer side of each soil facing surface wallboard, the water inlet holes are arranged on the soil facing surface wallboard outside the supporting blocks (17), and the soil facing surface wallboard outside the supporting blocks (17) is covered by the filter screens (18); eight supporting blocks (17) are vertically arranged on the earth facing wall board at intervals, and each supporting block extends longitudinally along the earth facing wall board; openings (19) are uniformly arranged on the baffle plate (3) at intervals, an anti-rust coating is sprayed on the outer surface of the baffle plate (3), and the bottom of the baffle plate (3) is connected with the cover plate (2) through bolts; the branch water pipe fixing frame (9) is formed by overlapping steel pipes; the branch water pipe (12) is bound and fixed with the branch water pipe fixing frame (9); the embedded block (10) and the conical deep embedded block (11) are embedded in the wall base; the supporting blocks (17) are of trapezoid structures, and the supporting blocks (17) are buried in the hillside soil body; the diameter of the opening (19) is 2-10 mm;
the construction method of the retaining wall structure comprises the following steps:
step one, constructing a retaining wall body (7): a retaining wall body (7) using a steel plate assembly member;
step two, installing and hoisting a branch water pipe fixing frame (9): fixing a reinforcing steel bar (8), a branch water pipe (12) and a branch water pipe fixing frame (9), hoisting the branch water pipe fixing frame (9) into the retaining wall body (7) from an opening at the top of the retaining wall body (7), supporting a mould between the middle part of the reinforcing steel bar (8) and a back soil surface wall board, and pouring cement to form a cement wallboard (1);
step three, installing a water inlet pipe (16): inserting a water inlet pipe (16) into the retaining wall body (7) from a water inlet hole arranged on the earth facing wallboard, and connecting with an opening thread arranged on the branch water pipe (12);
step four, installing a supporting block (17): a supporting block (17) is arranged on the outer side panel of the soil facing surface wallboard, and a filter screen (18) is paved on the soil facing surface wallboard outside the supporting block (17);
step five, integral hoisting: embedding the conical deep embedded blocks (11) and the embedded blocks (10) which are connected and fixed in a foundation pit of a construction site, hoisting the wall body which is assembled integrally in the steps 1-4 to the upper part of the embedded blocks (10), fixedly connecting the wall body with the embedded blocks (10), and sinking the supporting blocks (17) into a hillside soil body;
step six, constructing the top of the wall: the retaining wall structure comprises a retaining wall body (7), a cover plate (2) is paved at the top of the retaining wall body (7), a wall pressing roof stone (5) and an assembled baffle plate (3) are installed on the cover plate (2), and vegetation (6) is wound on an L-shaped vegetation climbing rod (4) on the baffle plate (3), so that the construction of the retaining wall structure for civil construction is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810198725.4A CN108331012B (en) | 2018-03-12 | 2018-03-12 | Retaining wall structure for civil construction and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810198725.4A CN108331012B (en) | 2018-03-12 | 2018-03-12 | Retaining wall structure for civil construction and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108331012A CN108331012A (en) | 2018-07-27 |
| CN108331012B true CN108331012B (en) | 2023-07-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810198725.4A Active CN108331012B (en) | 2018-03-12 | 2018-03-12 | Retaining wall structure for civil construction and construction method thereof |
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| Country | Link |
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| CN (1) | CN108331012B (en) |
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| JPH10147947A (en) * | 1996-11-16 | 1998-06-02 | Masuo Murakami | Construction method of earth retaining concrete wall on which surface is greened |
| CN202247911U (en) * | 2011-08-31 | 2012-05-30 | 中国水电顾问集团成都勘测设计研究院 | Slope support structure used for ecological management of slope |
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| CN204590069U (en) * | 2015-05-08 | 2015-08-26 | 马华倩 | A kind of retaining wall for hydraulic engineering |
| CN205077512U (en) * | 2015-10-27 | 2016-03-09 | 天津中德工程设计有限公司 | High slope protective structure of office area |
| CN205205856U (en) * | 2015-12-20 | 2016-05-04 | 刘刚 | Hydraulic engineering retaining wall |
| CN206204986U (en) * | 2016-09-30 | 2017-05-31 | 赵志欣 | A kind of civil construction retaining wall structure |
| CN206204871U (en) * | 2016-11-17 | 2017-05-31 | 四川农业大学 | A kind of retaining wall for hydraulic engineering |
| CN206267175U (en) * | 2016-11-30 | 2017-06-20 | 河北卓邦建设工程有限公司 | A kind of concrete retaining wall spilled water hole greening structure |
| CN206477355U (en) * | 2016-12-30 | 2017-09-08 | 深圳大为建设有限公司 | A kind of retaining wall for hydraulic engineering |
| CN107524116A (en) * | 2017-08-24 | 2017-12-29 | 宁波市产城生态建设集团有限公司 | A kind of method of river course rigidity revetment ecology |
| CN208039301U (en) * | 2018-03-12 | 2018-11-02 | 中国建筑第二工程局有限公司 | A kind of civil construction retaining wall structure |
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2018
- 2018-03-12 CN CN201810198725.4A patent/CN108331012B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10147947A (en) * | 1996-11-16 | 1998-06-02 | Masuo Murakami | Construction method of earth retaining concrete wall on which surface is greened |
| CN202247911U (en) * | 2011-08-31 | 2012-05-30 | 中国水电顾问集团成都勘测设计研究院 | Slope support structure used for ecological management of slope |
| CN204343246U (en) * | 2014-12-11 | 2015-05-20 | 唐永华 | A kind of split type retaining wall for hydraulic engineering |
| CN204590069U (en) * | 2015-05-08 | 2015-08-26 | 马华倩 | A kind of retaining wall for hydraulic engineering |
| CN205077512U (en) * | 2015-10-27 | 2016-03-09 | 天津中德工程设计有限公司 | High slope protective structure of office area |
| CN205205856U (en) * | 2015-12-20 | 2016-05-04 | 刘刚 | Hydraulic engineering retaining wall |
| CN206204986U (en) * | 2016-09-30 | 2017-05-31 | 赵志欣 | A kind of civil construction retaining wall structure |
| CN206204871U (en) * | 2016-11-17 | 2017-05-31 | 四川农业大学 | A kind of retaining wall for hydraulic engineering |
| CN206267175U (en) * | 2016-11-30 | 2017-06-20 | 河北卓邦建设工程有限公司 | A kind of concrete retaining wall spilled water hole greening structure |
| CN206477355U (en) * | 2016-12-30 | 2017-09-08 | 深圳大为建设有限公司 | A kind of retaining wall for hydraulic engineering |
| CN107524116A (en) * | 2017-08-24 | 2017-12-29 | 宁波市产城生态建设集团有限公司 | A kind of method of river course rigidity revetment ecology |
| CN208039301U (en) * | 2018-03-12 | 2018-11-02 | 中国建筑第二工程局有限公司 | A kind of civil construction retaining wall structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108331012A (en) | 2018-07-27 |
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