CN108331010A - A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method - Google Patents
A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method Download PDFInfo
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- CN108331010A CN108331010A CN201810040734.0A CN201810040734A CN108331010A CN 108331010 A CN108331010 A CN 108331010A CN 201810040734 A CN201810040734 A CN 201810040734A CN 108331010 A CN108331010 A CN 108331010A
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- retaining wall
- wall structure
- vertical retaining
- soil
- ecological
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- 239000004575 stone Substances 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 title claims abstract description 14
- 239000002689 soil Substances 0.000 claims abstract description 51
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 230000015271 coagulation Effects 0.000 claims description 15
- 238000005345 coagulation Methods 0.000 claims description 15
- 239000011150 reinforced concrete Substances 0.000 claims description 13
- 238000012966 insertion method Methods 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 5
- 238000005260 corrosion Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 238000009331 sowing Methods 0.000 claims description 3
- 230000003796 beauty Effects 0.000 abstract description 3
- 230000001681 protective effect Effects 0.000 abstract description 3
- 235000013311 vegetables Nutrition 0.000 abstract description 2
- 239000000446 fuel Substances 0.000 abstract 1
- 238000004162 soil erosion Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 6
- 230000007613 environmental effect Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 208000003464 asthenopia Diseases 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
Classifications
-
- 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
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
Abstract
The invention discloses a kind of stone masonry vertical retaining wall structure ecological reconstruction structure and methods,Vertical retaining wall structure body including magma stone-laying,In vertical retaining wall structure external side, reinforced column frame is set,The reinforced column frame includes lateral surface beam and the tie-beam vertical with lateral surface beam,The tie-beam is adopted with vertical retaining wall structure,Plantation chamber is formed between reinforced column frame and original vertical retaining wall structure body,In soil of the plantation intracavitary filling for plantation,In the TGXG that plantation intracavitary soil is blocked in the setting of reinforced column frame lateral surface,Ecological vegetable is planted in the soil of plantation chamber,The present invention carries out ecological reconstruction to the origin road bank protection and both ensure that bank protection service quality,Ecological afforestation is provided again,Prevent soil erosion water conservation,Reduce the fuel factor on highway,The problems such as also solving old-fashioned stone masonry vertical retaining wall structure protective slope structure ecological beauty.
Description
Technical field
The invention belongs to civil engineering technologies and field of environment engineering technology, are related to a kind of bank protection, and in particular to a kind of slurry
Stone-laying vertical retaining wall structure ecological reconstruction structure and method.
Background technology
With the improvement of people ' s living standards with the enhancing of environmental consciousness.Ecological revetment is got in the application of slope of highway supporting
Come more universal.But the highway slope protection built up now is all that simple concrete block masonry forms, simple in structure, globality poor,
Lack beauty, and people is made to easy to produce visual fatigue in the process of moving.In order to make the living environment of people be improved,
We will be transformed original ecological retaining wall, and future makes improved structure that can more stablize, more ecological, environmental protective, subtracts
The visual fatigue generated in few people's driving conditions.Therefore, we it is necessary to study go out a kind of slurry of ecological, environmental protective safety and stability
Masonry retaining wall ecologic structure.
Invention content
The object of the present invention is to provide a kind of stone masonry vertical retaining wall structure ecological reconstruction structure and its construction methods, will be old
Original earth-retaining wall of formula is transformed, and is stablized with commensurate structure, good appearance, the requirement of material ecology.
To achieve the above object, the present invention provides the following technical solutions：
A kind of stone masonry vertical retaining wall structure ecological reconstruction structure, includes the vertical retaining wall structure body of magma stone-laying, and feature exists
In：In vertical retaining wall structure external side, reinforced column frame, reinforced column frame and original vertical retaining wall structure are set
Plantation chamber is formed between body, in soil of the plantation intracavitary filling for plantation, being arranged in reinforced column frame lateral surface will
The TGXG that plantation intracavitary soil blocks.
As an improvement, the reinforced column frame includes lateral surface beam and the tie-beam vertical with lateral surface beam, institute
It states tie-beam to connect using embedded with vertical retaining wall structure body, and real with coagulation grave in junction.
As an improvement, the TGXG is arranged on outer lateral beam, specially：In prefabricated reinforced concrete column frame
When, reinforcing bar is connected with Insertion method with TGXG, is then poured into reinforcing bar both ends are pre-buried in the beam of lateral surface beam.
As an improvement, the soil of the plantation intracavitary is ecological soil, specially soil is mounted in ecological soil engineering bag, so
Ecological soil engineering bag stacking is disposed across plantation intracavitary afterwards.
As an improvement, the tie-beam is with vertical retaining wall structure body insertion connection concrete mode, first in vertical retaining wall structure body
On open up mounting hole, the aperture of mounting hole is more than tie-beam area of section, after tie-beam is inserted into mounting hole, by tie-beam with it is solid
The gap determined between the hole wall of hole is fixed in fact with coagulation grave.
As an improvement, the reinforced column frame in the external side of vertical retaining wall structure is equipped with multiple, two reinforcing bars side by side
The tie-beam of concrete column frame adjacent is fixed by the same mounting hole, which is more than the section of two tie-beams
Area, two tie-beams are inserted into after the same mounting hole also by coagulation grave reality.
As an improvement, the TGXG is the ecological TGXG of Environment-friendlycorrosion-resistant corrosion-resistant.
A kind of stone masonry vertical retaining wall structure ecological reconstruction method, which is characterized in that include the following steps：
Step 1: prefabricated reinforced concrete column frame, the reinforced column frame include lateral surface beam and with outside
Beam vertical tie-beam in face first arranges reinforcing bar before prefabricated at outer lateral beam, and TGXG is fixed on by reinforcing bar Insertion method
Between lateral surface beam, formed soil-baffling structure, after-pouring, reinforcing bar both ends are cast in the beam of reinforced column frame, shape
At stable prefabricated reinforced concrete column frame；
Step 2: installation reinforced column frame, fixation is opened up in the vertical retaining wall structure body corresponding position of magma stone-laying
Hole, multiple reinforced column frames are placed side by side good, the tie-beam of reinforced column frame is placed in corresponding fixation
In hole, coagulation grave reality mounting hole is then used, securely connection is completed after solidification；
Step 3: the plantation intracavitary filling mud formed between reinforced column frame and original vertical retaining wall structure body
Soil, and plantation of sowing seeds in soil complete stone masonry vertical retaining wall structure ecological reconstruction.
As an improvement, the tie-beam of two reinforced column frame adjacents is fixed by the same mounting hole, it is used in combination
Coagulation grave is real.
As an improvement, in the step 3, the method that plantation intracavitary is banketed is that soil is pre-installed in ecological soil engineering bag
It is interior, the ecological soil engineering bag stacking for installing soil is then disposed across plantation intracavitary, will most be scratched last layer ecology soil engineering bag with knife,
Then it sows seeds, plantation is completed in watering.
The present invention effect be：By the present invention in that with prefabricated reinforced column frame, with connection type side by side,
It is connected using TGXG earth-retaining, and using Insertion method, the packed soil plantation of geotechnique forms a kind of Multifunctional ecological environmental protection landscape
Retaining wall is transformed, this retaining wall is due to using prefabricated reinforced concrete structure, easier, good integrity of constructing, and structure is steady
Fixed, material therefor is Ecosystem environmental protection material, and is easily obtained, for the old-fashioned retaining wall of some constructed formation, this hair
In bright this stone masonry vertical retaining wall structure ecological reconstruction structure can the old-fashioned stability of retaining wall of effective solution it is poor, ecological beauty
The a series of problems such as property difference.
Description of the drawings
Fig. 1 is stone masonry vertical retaining wall structure ecological reconstruction structure overall schematic of the present invention.
The lateral surface girder construction schematic diagram of Fig. 2 reinforced column frames.
Fig. 3 is lateral surface beam and TGXG connection diagram.
Fig. 4 is reinforced column frame size schematic diagram.
Fig. 5 is connection beam section size figure.
Fig. 6 is reinforced column frame side view dimensional drawing.
Fig. 7 is that reinforced column frame overlooks dimensional drawing.
Fig. 8 is mounting hole dimensional drawing.
1- vertical retaining wall structure bodies, 2- reinforced column frames, 3- ecology TGXG, 4- kinds plant chamber, 5- tie-beams.
Specific implementation mode
This present invention is illustrated below in conjunction with the accompanying drawings.
As shown in Figure 1, a kind of stone masonry vertical retaining wall structure ecological reconstruction structure, includes the vertical retaining wall structure body of magma stone-laying
1, in 1 outside setting reinforced column frame 2 of vertical retaining wall structure body, reinforced column frame 2 and original vertical earth-retaining
Plantation chamber 4 is formed between wall 1, soil of the filling for plantation in plantation chamber 4, in 2 lateral surface of reinforced column frame
The TGXG that soil blocks in chamber 4 will be planted by being arranged.
2 ability precast construction of the reinforced column frame, is built up, easy construction using prefabricated, can be shortened the construction period,
Including lateral surface beam and the tie-beam 5 vertical with lateral surface beam, 2 bottom of reinforced column frame is connected directly with ground, institute
It states tie-beam 5 to connect using embedded with vertical retaining wall structure body 1, and real with coagulation grave in junction.
The TGXG is arranged on outer lateral beam, specially：In prefabricated reinforced concrete column frame 2, by reinforcing bar
It is connected with TGXG with Insertion method, is then poured into reinforcing bar both ends are pre-buried in the beam of lateral surface beam, to by TGXG
It is fixedly secured, TGXG is effectively prevent to loosen.
Soil in the plantation chamber 4 is ecological soil, and specially soil is mounted in ecological soil engineering bag, then will be ecological
Soil engineering bag stacking is disposed across in plantation chamber 4.
It is first to be opened up on vertical retaining wall structure body 1 that the tie-beam 5 is embedded in connection concrete mode with vertical retaining wall structure body 1
The aperture of mounting hole, mounting hole is more than 5 area of section of tie-beam, after tie-beam 5 is inserted into mounting hole, by tie-beam 5 and fixes
Gap between the hole wall of hole is fixed in fact with coagulation grave.
Reinforced column frame 2 in 1 outside of vertical retaining wall structure body is equipped with multiple, two reinforced columns side by side
The tie-beam 5 of 2 adjacent of frame is fixed by the same mounting hole, which is more than the area of section of two tie-beams 5,
Two tie-beams 5 are inserted into after the same mounting hole also by coagulation grave reality, structure can so more stablized, globality
It is good.
The TGXG is the ecological TGXG 3 of Environment-friendlycorrosion-resistant corrosion-resistant.
A kind of stone masonry vertical retaining wall structure ecological reconstruction method, includes the following steps：
Step 1: prefabricated reinforced concrete column frame 2, the reinforced column frame 2 include lateral surface beam and with it is outer
The vertical tie-beam 5 of lateral beam first arranges reinforcing bar before prefabricated at outer lateral beam, and reinforcing bar Insertion method is fixed TGXG
Between outer lateral beam, formed soil-baffling structure, after-pouring, reinforcing bar both ends are cast in the beam of reinforced column frame 2,
Form stable prefabricated reinforced concrete column frame 2；
Step 2: installation reinforced column frame 2, opens up solid in 1 corresponding position of vertical retaining wall structure body of magma stone-laying
Determine hole, multiple reinforced column frames 2 are placed side by side good, the tie-beam 5 of reinforced column frame 2 is placed in accordingly
In mounting hole, coagulation grave reality mounting hole is then used, securely connection is completed after solidification；
Step 3: being filled out in the plantation chamber 4 formed between reinforced column frame 2 and original vertical retaining wall structure body 1
Soil is filled, and plantation of sowing seeds in soil, completes stone masonry vertical retaining wall structure ecological reconstruction.
In the step 3, it is that soil is pre-installed in ecological soil engineering bag to plant the method banketed in chamber 4, then will
The ecological soil engineering bag stacking for installing soil is disposed across in plantation chamber 4, will most be scratched last layer ecology soil engineering bag with knife, and then spread
Kind, plantation is completed in watering.
Specific construction scheme：
Reinforced column frame 2：First arrange reinforcing bar when, first reinforcing bar is interspersed in TGXG, surrounding
It is all made of this method, waits using concreting prefabricated again after interting, construction drawing is as follows：
The lateral surface girder construction schematic diagram of Fig. 2 reinforced columns frame 2, black thick line is the Vierendeel girder of lateral surface beam, black
Color dotted line is TGXG inlet part, and solid black lines are exposed portion.
Fig. 3 is lateral surface beam and TGXG connection diagram, and heavy black is reinforcing bar, and black is ecological TGXG 3, steel
Muscle is connect with TGXG using Insertion method, figure specific as follows, and for curved expression reinforcing bar upper, TGXG is curved to the left under to the right,
Reinforcing bar is indicated under, TGXG is upper.
Fig. 4 is 2 scale diagrams of reinforced column frame, this is the sectional dimension (mm) of rc-frame-beam.
Fig. 5 is 5 sectional dimension figure of tie-beam.
Fig. 6 and Fig. 7 is respectively 2 side view of reinforced column frame and vertical view size.
The deck-molding of specific reinforced column frame 2 can be depending on the height of live magma stone-laying vertical retaining wall structure body 1.
Fig. 8 is mounting hole dimensional drawing.
Reinforced column frame 2 is assembled, in the pre-assembly, first with drilling machine by the vertical earth-retaining of ground identity distance magma stone-laying
Position corresponding with tie-beam 5 is at mounting hole one at 1 top 1.05m of wall, at pore size such as Fig. 8 right part of flg, two steel
Each tie-beam 5 is put into mounting hole, then by the fixation pore size of 2 adjacent of reinforced concrete column frame as shown in Fig. 8 left hand views
The hole of each mounting hole is real using coagulation grave.
Dress soil plantation, high-quality soil is fitted into ecological soil engineering bag, then ecological soil engineering bag is laterally placed in plantation chamber 4,
Until filling up, then vegetable seeds will be put into after most last layer ecology soil engineering bag is scratched with pocket knife, and finally carry out watering and support
Shield.
After the completion of construction, the residue at scene is cleaned out for beautification scene.
After vegetation development maturation, a kind of i.e. completion of stone masonry ecological reconstruction structure.
Claims (10)
1. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure, includes the vertical retaining wall structure body of magma stone-laying, it is characterised in that：
In vertical retaining wall structure external side, reinforced column frame is set, reinforced column frame and original vertical retaining wall structure body it
Between formed plantation chamber, plantation intracavitary filling for plantation soil, reinforced column frame lateral surface setting will plantation
The TGXG that intracavitary soil blocks.
2. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure as described in claim 1, it is characterised in that：The reinforced concrete
Earth pillar frame includes lateral surface beam and the tie-beam vertical with lateral surface beam, and the tie-beam is with vertical retaining wall structure body using insertion
Connection, and it is real with coagulation grave in junction.
3. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure as claimed in claim 2, it is characterised in that：The TGXG
It is arranged on outer lateral beam, specially：In prefabricated reinforced concrete column frame, by reinforcing bar Insertion method and TGXG phase
Even, it is then poured into reinforcing bar both ends are pre-buried in the beam of lateral surface beam.
4. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure as described in claim 1, it is characterised in that：The plantation intracavitary
Soil be ecological soil, specially soil is mounted in ecological soil engineering bag, ecological soil engineering bag stacking is then disposed across plantation
Intracavitary.
5. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure as claimed in claim 2, it is characterised in that：The tie-beam with
Vertical retaining wall structure body insertion connection concrete mode is mounting hole first to be opened up on vertical retaining wall structure body, the aperture of mounting hole is more than
Tie-beam area of section, after tie-beam is inserted into mounting hole, by the coagulation grave of the gap between tie-beam and mounting hole hole wall
It is real fixed.
6. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure as claimed in claim 5, it is characterised in that：In vertical retaining wall structure
The reinforced column frame of external side is equipped with side by side multiple, and the tie-beam of two reinforced column frame adjacents is logical
It crosses the same mounting hole to fix, which is more than the area of section of two tie-beams, and two tie-beams are inserted into the same fixation
It is real also by coagulation grave behind hole.
7. a kind of stone masonry vertical retaining wall structure ecological reconstruction structure as claimed in claim 2, it is characterised in that：The TGXG
For the ecological TGXG of Environment-friendlycorrosion-resistant corrosion-resistant.
8. a kind of stone masonry vertical retaining wall structure ecological reconstruction method, which is characterized in that include the following steps：
Step 1: prefabricated reinforced concrete column frame, the reinforced column frame include lateral surface beam and with lateral surface beam
Vertical tie-beam first arranges reinforcing bar at outer lateral beam, and TGXG is fixed on outside by reinforcing bar Insertion method before prefabricated
Between the beam of face, form soil-baffling structure, after-pouring, reinforcing bar both ends are cast in the beam of reinforced column frame, are formed steady
Fixed prefabricated reinforced concrete column frame；
Step 2: installation reinforced column frame, mounting hole is opened up in the vertical retaining wall structure body corresponding position of magma stone-laying, it will
Multiple reinforced column frames are placed side by side good, and the tie-beam of reinforced column frame is placed in corresponding mounting hole,
Then coagulation grave reality mounting hole is used, securely connection is completed after solidification；
Step 3: the plantation intracavitary filling soil formed between reinforced column frame and original vertical retaining wall structure body,
And plantation of sowing seeds in soil, complete stone masonry vertical retaining wall structure ecological reconstruction.
9. a kind of stone masonry vertical retaining wall structure ecological reconstruction method as claimed in claim 8, it is characterised in that：Two reinforced concretes
The tie-beam of earth pillar frame adjacent is fixed by the same mounting hole, is used in combination coagulation grave real.
10. a kind of stone masonry vertical retaining wall structure ecological reconstruction method as claimed in claim 8, it is characterised in that：The step 3
In, the method that plantation intracavitary is banketed is that soil is pre-installed in ecological soil engineering bag, then will install the ecological soil engineering bag of soil
Stacking is disposed across plantation intracavitary, will most be scratched last layer ecology soil engineering bag with knife, and then sowed seeds, and plantation is completed in watering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810040734.0A CN108331010A (en) | 2018-01-16 | 2018-01-16 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810040734.0A CN108331010A (en) | 2018-01-16 | 2018-01-16 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method |
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| Publication Number | Publication Date |
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| CN108331010A true CN108331010A (en) | 2018-07-27 |
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ID=62925094
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810040734.0A Pending CN108331010A (en) | 2018-01-16 | 2018-01-16 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004076409A (en) * | 2002-08-20 | 2004-03-11 | Mito Green Service:Kk | Planting box |
| CN102251525A (en) * | 2011-04-12 | 2011-11-23 | 兰州理工大学 | Framework prestress anchor rod-reinforced supporting structure for gravity type retaining wall and construction method thereof |
| CN203222773U (en) * | 2013-04-15 | 2013-10-02 | 上海市水利工程设计研究院有限公司 | Vertical retaining wall with plantation groove |
| CN103410159A (en) * | 2013-08-13 | 2013-11-27 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
| CN103485363A (en) * | 2013-10-10 | 2014-01-01 | 海南恒鑫土木工程建设有限公司 | Three-dimensional continuous frame type reinforced concrete structure retaining wall |
| CN103510540A (en) * | 2012-06-29 | 2014-01-15 | 深圳市工勘岩土工程有限公司 | Construction method for reinforcing mortar rubble retaining wall and structure of mortar rubble retaining wall |
| CN107119629A (en) * | 2017-06-23 | 2017-09-01 | 广东水利电力职业技术学院（广东省水利电力技工学校） | A kind of Ecological Retaining Wall and its method constructed on existing barricade |
| CN207812482U (en) * | 2018-01-16 | 2018-09-04 | 湖北工业大学 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure |
-
2018
- 2018-01-16 CN CN201810040734.0A patent/CN108331010A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004076409A (en) * | 2002-08-20 | 2004-03-11 | Mito Green Service:Kk | Planting box |
| CN102251525A (en) * | 2011-04-12 | 2011-11-23 | 兰州理工大学 | Framework prestress anchor rod-reinforced supporting structure for gravity type retaining wall and construction method thereof |
| CN103510540A (en) * | 2012-06-29 | 2014-01-15 | 深圳市工勘岩土工程有限公司 | Construction method for reinforcing mortar rubble retaining wall and structure of mortar rubble retaining wall |
| CN203222773U (en) * | 2013-04-15 | 2013-10-02 | 上海市水利工程设计研究院有限公司 | Vertical retaining wall with plantation groove |
| CN103410159A (en) * | 2013-08-13 | 2013-11-27 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
| CN103485363A (en) * | 2013-10-10 | 2014-01-01 | 海南恒鑫土木工程建设有限公司 | Three-dimensional continuous frame type reinforced concrete structure retaining wall |
| CN107119629A (en) * | 2017-06-23 | 2017-09-01 | 广东水利电力职业技术学院（广东省水利电力技工学校） | A kind of Ecological Retaining Wall and its method constructed on existing barricade |
| CN207812482U (en) * | 2018-01-16 | 2018-09-04 | 湖北工业大学 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure |
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Application publication date: 20180727 |