CN108166514A - Greening Retaining Wall construction between stake - Google Patents
Greening Retaining Wall construction between stake Download PDFInfo
- Publication number
- CN108166514A CN108166514A CN201810016403.3A CN201810016403A CN108166514A CN 108166514 A CN108166514 A CN 108166514A CN 201810016403 A CN201810016403 A CN 201810016403A CN 108166514 A CN108166514 A CN 108166514A
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- stake
- groove profile
- side groove
- profile web
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 33
- 239000002689 soil Substances 0.000 claims abstract description 15
- 239000010908 plant waste Substances 0.000 claims abstract description 10
- 230000008635 plant growth Effects 0.000 claims abstract description 4
- 239000011435 rock Substances 0.000 claims abstract description 4
- 238000000926 separation method Methods 0.000 claims abstract description 4
- 230000002262 irrigation Effects 0.000 claims description 11
- 238000003973 irrigation Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000003351 stiffener Substances 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 5
- 241000196324 Embryophyta Species 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000013461 design Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 241001464837 Viridiplantae Species 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 230000009931 harmful effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- 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
- A01G25/00—Watering gardens, fields, sports grounds or the like
- A01G25/02—Watering arrangements located above the soil which make use of perforated pipe-lines or pipe-lines with dispensing fittings, e.g. for drip irrigation
-
- 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
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Water Supply & Treatment (AREA)
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
Abstract
Greening Retaining Wall construction, integrates protection and greening between stake, has not only met the security and stability requirement of high gradient slope supporting and retaining system, but also realize greening function.Including the anchor pile set in a row along side slope lateral separation and the retaining wall being set between adjacent two anchor pile.The retaining wall is laterally in a row assembled, longitudinal assembled in column by prefabricated retaining wall module.The prefabricated retaining wall module forms the three-dimensional gridiron structure with plant growth space by plate from plant wastes, squab panel and left side groove profile web, right side groove profile web, and adjacent two arrange setting armored concrete rib column in the vertical cavity formed between the left side groove profile web of prefabricated retaining wall module, right side groove profile web.Vertically it is arranged at intervals anchor pole on the armored concrete rib column, the main body of each anchor pole extends into after retaining wall in Rock And Soil and anchor connection therewith, forepart exposure end are anchored on armored concrete rib column.
Description
Technical field
It is new more particularly to a kind of stake for having particular/special requirement to greening the present invention relates to Rail Highway high slope rockmass system
Type support system.
Technical background
With flourishing for China railways and highway construction cause, occur in process of construction more and more high steep
Side slope.Area particularly extremely complex in topography and geomorphology, that geological structure is extremely developed, high gradient slope increase construction and operation
Difficulty, while the stability of side slope causes great test.In order to reduce slope height, enhance slope stability, " layering
The reinforcing thinking of reinforcing, stable slope foot " is applied to more and more in high slope design work, the combination of wall between stake and stake
The project slash of (such as inter-pile soil nail wall, pile plate wall) also comes into being, in order to prevent inter-pile soil body from being squeezed out between stake,
Barricade is often built between adjacent studs, forms wall joint reinforcement measure between stake.
In terms of Afforestation Landscape, traditional retaining wall between piles have isolated greening system, and the stiff color of lines is gloomy, gives
Thick and heavy, dull feeling；And cast-in-place construction is so that construction and maintenance work are more inconvenient；With the requirement to construction site compared with
Harmful effect high, the duration is longer.
In fact, retaining wall between piles, other than it should have basic supporting role, it also belongs to one of landscape simultaneously
Point.Many researchs have also been made in domestic and international project technical staff in terms of barricade greening.Trowel used for plastering is carried out for example, by using faced deorative engineering
The beautification of work barricade, Fill Reinforced With Geogrids are combined with greening vegetation plants Climbing Plant greening instead of bricklaying barricade, setting planting groove
Embedding hole of barricade, barricade etc., however the most artificial trace of these ways is dense, protective capacities reduces, effect is not satisfactory.
Invention content
The technical problems to be solved by the invention are to provide greening Retaining Wall construction between a kind of stake, collection protection with it is green
Change the security and stability requirement in one, not only having met high gradient slope supporting and retaining system, but also realize greening function.
The technical solution adopted by the present invention to solve the technical problems is as follows：
Greening Retaining Wall construction between the stake of the present invention, including the anchor pile set in a row along side slope lateral separation,
And the retaining wall between adjacent two anchor pile is set to, it is characterized in that：The retaining wall by prefabricated retaining wall module laterally into
Row is assembled, longitudinal direction is assembled in column；The prefabricated retaining wall module is by plate from plant wastes, squab panel and left side groove profile web, right side
Groove profile web forms the three-dimensional gridiron structure with plant growth space, the left side groove profile abdomen of the prefabricated retaining wall module of adjacent two row
Setting armored concrete rib column in the vertical cavity formed between plate, right side groove profile web；It is erected on the armored concrete rib column
To being arranged at intervals anchor pole, the main body of each anchor pole extends into after retaining wall in Rock And Soil and anchor connection therewith, forepart exposure end anchor
Gu on armored concrete rib column.
The beneficial effects are mainly as follows following aspects：
1st, by carrying out Greening Design to traditional masonry structure, retaining wall between piles is made to form one of green ecological denfense, both
The effect on its structure stress has been played, while has given full play to it and afforests aesthetic function, it is made to be organically combined with natural environment, it is real
The aesthetic feeling of existing harmony between man and nature；
2nd, assembled barricade wall shortens completion time of project, dry wall using batch production standard is prefabricated, in-site installation construction
Body construction quality is easily controllable；
3rd, between stake barricade often across by it is multiple it is small formed across greening assembled barricade, according to soil arching effect after wall, assembled gear
The more general retaining wall between piles of wall stress greatly reduce, and further ensure the stability of barricade；
4th, greening assembled barricade utilizes rib intercolumniation anchor pole so that wall and soil body effective connection after wall and anchoring, so as to
Wall assumes responsibility for part power, thus stress performance is more excellent, and the more general assembled greening soil blocking wall of structure is safer.
Description of the drawings
This specification includes following ten width attached drawing：
Fig. 1 is the elevation of greening Retaining Wall construction between stake of the present invention；
Fig. 2 is the cross-section diagram of greening Retaining Wall construction between stake of the present invention；
Fig. 3 is prefabricated retaining wall module laterally in a row assembled signal in greening Retaining Wall construction between stake of the present invention
Figure；
Fig. 4 is that prefabricated retaining wall module is laterally in a row assembled, vertical in greening Retaining Wall construction between stake of the present invention
Assembled stereoscopic schematic diagram in column；
Fig. 5 is the front view of prefabricated retaining wall module in greening Retaining Wall construction between stake of the present invention；
Fig. 6 is the left view of the front view of prefabricated retaining wall module in greening Retaining Wall construction between stake of the present invention；
Fig. 7 is the vertical view of the front view of prefabricated retaining wall module in greening Retaining Wall construction between stake of the present invention；
Fig. 8 is the stereogram of the front view of prefabricated retaining wall module in greening Retaining Wall construction between stake of the present invention；
Fig. 9 is drip irrigation system schematic diagram in greening Retaining Wall construction between stake of the present invention；
Figure 10 is drip irrigation system schematic diagram in greening Retaining Wall construction between stake of the present invention.
Component and corresponding label are shown in figure：Anchor pile 10, armored concrete rib column 11, anchor pole 20, prefabricated retaining wall
Module 30, plate from plant wastes 31, squab panel 32, draining window 33, left side groove profile web 34, right side groove profile web 35, hole for hoist 36, dowel
37th, ribbed stiffener 38, pipe clamp 40, main-supply 41, trunk standpipe 42, drip irrigation pipe 43, shutoff valve 44, anchor pole space D 1.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and examples.
Referring to Figures 1 and 2, Retaining Wall construction is afforested between stake of the invention, including in a row along side slope lateral separation
The anchor pile 10 of setting and the retaining wall being set between adjacent two anchor pile 10.With reference to Fig. 3 and Fig. 4, the retaining wall by
Prefabricated retaining wall module 30 is laterally in a row assembled, longitudinal assembled in column.The prefabricated retaining wall module 30 by plate from plant wastes 31,
Squab panel 32 and left side groove profile web 34, right side groove profile web 35 form the three-dimensional gridiron structure with plant growth space.Ginseng
According to Fig. 3, adjacent two arrange the vertical sky formed between the left side groove profile web 34 of prefabricated retaining wall module 30, right side groove profile web 35
Intracavitary setting armored concrete rib column 11.With reference to Fig. 2, anchor pole 20, the master of each anchor pole 20 are vertically arranged at intervals on the rib column 11
Body extends into after retaining wall in Rock And Soil and anchor connection therewith, forepart exposure end are anchored on rib column 11.
With reference to Fig. 2, it is a kind of improvement to traditional retaining wall between piles that Retaining Wall is afforested between stake of the present invention.Passing through will
Retaining wall between piles and soil nail wall are changed to greening assembled barricade, so as to ensure high gradient slope safety and stability, while fill it again
Afforestation Landscape effect is waved in distribution, realizes that retaining wall between piles develop, also, Retaining Wall from simple function to multifunctional direction
Construction period, more traditional barricade was short, and quality is more conducive to control.Anchor pole 20 is set on reinforcing rib column 11, after anchor pole 20 is squeezed into wall
In the natural soil body, improve stress performance using the effective connection between soil body three after anchor pole, barricade, wall, enhance structure
Safety.
With reference to Fig. 5 to Fig. 8, joggle step is provided on the upper and lower end face of the prefabricated retaining wall module 30, makes vertically to spell
The contiguous prefabricated retaining wall module 30 of dress will not misplace.The draining window towards side slope surface is opened up on the squab panel 32
33, plate from plant wastes 31 is formed slopely slope surface upwards from the inside to the outside, and planting soil is backfilled in the slope surface, plants green plants.The rear wall
Plate 32, plate from plant wastes 31 are horizontally arranged at interval ribbed stiffener 38, and draining window 33 can be used as water body excretion and root system of plant and nature after wall
The channel of soil body contact, is conducive to the growth of green plants.It sets and hangs on the left side groove profile web 34, right side groove profile web 35
Hole 36 is filled, and is embedded with dowel 37.
With reference to Fig. 9 and Figure 10, drip irrigation system is provided between adjacent two anchor pile 10, drip irrigation system includes and main-supply
The 41 trunk standpipes 42 being connected, vertical interval connection drip irrigation pipe 43 on trunk standpipe 42, each drip irrigation pipe 43 it is logical live laterally in a row
The top of the plate from plant wastes 31 of assembled each prefabricated retaining wall module 30, and be embedded in planting soil.When main-supply 41 and city supply
When water system is connected, shutoff valve 44 is set between the trunk standpipe 42 and main-supply 41 on trunk standpipe 42.
Some principles of Retaining Wall construction are afforested between the stake of the present invention described above that only explains through diagrams, are not
By the present invention be confined to shown in and the concrete structure and the scope of application in, it is therefore every it is possible that is be utilized corresponding repaiies
Change and equivalent, belong to the apllied the scope of the claims of the present invention.
Claims (7)
1. Retaining Wall construction is afforested between, including the anchor pile (10) set in a row along side slope lateral separation, Yi Jishe
The retaining wall being placed between adjacent two anchor pile (10), it is characterized in that：The retaining wall is lateral by prefabricated retaining wall module (30)
It is in a row assembled, longitudinal assembled in column；The prefabricated retaining wall module (30) is by plate from plant wastes (31), squab panel (32) and left side
Groove profile web (34), right side groove profile web (35) form the three-dimensional gridiron structure with plant growth space, and adjacent two row are prefabricated
Setting reinforcing bar in the vertical cavity formed between the left side groove profile web (34) of retaining wall module (30), right side groove profile web (35)
Concrete rib column (11)；Anchor pole (20), the main body of each anchor pole (20) are vertically arranged at intervals on the armored concrete rib column (11)
It extends into after retaining wall in Rock And Soil and anchor connection therewith, forepart exposure end is anchored on armored concrete rib column (11).
2. Retaining Wall construction is afforested between stake as described in claim 1, it is characterized in that：The prefabricated retaining wall module
(30) joggle step is provided on upper and lower end face.
3. Retaining Wall construction is afforested between stake as claimed in claim 2, it is characterized in that：It is opened up on the squab panel (32)
Towards the draining window (33) of side slope surface, plate from plant wastes (31) is formed slopely slope surface upwards from the inside to the outside.
4. Retaining Wall construction is afforested between stake as claimed in claim 3, it is characterized in that：The squab panel (32) plants life
Plate (31) is horizontally arranged at interval ribbed stiffener (38).
5. Retaining Wall construction is afforested between stake as claimed in claim 3, it is characterized in that：The left side groove profile web
(34), hole for hoist (36) on right side groove profile web (35) is set, and is embedded with dowel (37).
6. Retaining Wall construction is afforested between stake as described in claim 1, it is characterized in that：Adjacent two anchor pile (10)
Between be provided with drip irrigation system, drip irrigation system includes the trunk standpipe (42) being connected with main-supply (41), trunk standpipe
(42) vertically interval connects drip irrigation pipe (43), each prefabricated retaining wall module of the logical firmly lateral in a row assembly of each drip irrigation pipe (43) on
(30) top of plate from plant wastes (31).
7. Retaining Wall construction is afforested between stake as described in claim 1, it is characterized in that：The trunk standpipe (42) and master
Shutoff valve (44) is set between feed pipe (41) on trunk standpipe (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810016403.3A CN108166514A (en) | 2018-01-08 | 2018-01-08 | Greening Retaining Wall construction between stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810016403.3A CN108166514A (en) | 2018-01-08 | 2018-01-08 | Greening Retaining Wall construction between stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108166514A true CN108166514A (en) | 2018-06-15 |
Family
ID=62517809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810016403.3A Pending CN108166514A (en) | 2018-01-08 | 2018-01-08 | Greening Retaining Wall construction between stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108166514A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867219A (en) * | 2018-06-22 | 2018-11-23 | 中铁二院(成都)建设发展有限责任公司 | A kind of construction method of green roadbed peg board wall construction |
| CN109356172A (en) * | 2018-09-21 | 2019-02-19 | 浙江交工集团股份有限公司 | Plate column type combined member and its construction method suitable for slope greening |
| CN109577348A (en) * | 2018-11-09 | 2019-04-05 | 杭州江润科技有限公司 | The construction method of slope retaining structure |
| CN109653214A (en) * | 2019-02-28 | 2019-04-19 | 中铁五局集团建筑工程有限责任公司 | A kind of construction method of prefabricated rib column and the vertical barricade slope retaining structure of trough plate type |
| CN110056012A (en) * | 2019-04-25 | 2019-07-26 | 中铁二院工程集团有限责任公司 | The guarded drainage system of prefabricated open caisson structure |
| CN111206615A (en) * | 2020-02-24 | 2020-05-29 | 中铁第四勘察设计院集团有限公司 | Ecological assembly retaining wall and construction method thereof |
| CN111656999A (en) * | 2020-05-26 | 2020-09-15 | 重庆大学 | Assembled ecological barricade with rainwater purifies and irrigation system |
| CN112873506A (en) * | 2021-01-13 | 2021-06-01 | 中建一局集团第三建筑有限公司 | Prefabricated assembly type ecological retaining wall side rib column and construction method thereof |
| CN115030198A (en) * | 2022-07-25 | 2022-09-09 | 重庆路投科技有限公司 | Assembly type ecological slope protection structure and construction method thereof |
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| JP2007154413A (en) * | 2005-11-30 | 2007-06-21 | Marui Kensetsu:Kk | Soldier pile type earth retaining anchor type retaining wall and its construction method |
| CN102282315A (en) * | 2009-01-16 | 2011-12-14 | 新日本制铁株式会社 | Combined steel sheet pile, soil retaining wall formed by combined steel sheet pipe, and method for selecting combined steel sheet pile |
| CN103243665A (en) * | 2013-05-27 | 2013-08-14 | 中铁工程设计咨询集团有限公司 | Protection method and protection device for blocking deep cutting falling rocks |
| TWM477477U (en) * | 2013-07-10 | 2014-05-01 | qiu-cheng Liao | Wall greening device of reinforced retaining wall |
| CN104404979A (en) * | 2014-11-28 | 2015-03-11 | 中铁二十三局集团有限公司 | H-shaped pile slab wall construction method |
| CN205116217U (en) * | 2015-10-30 | 2016-03-30 | 正平路桥建设股份有限公司 | Height is filled and is prefabricated cast -in -place combination formula stake siding wall protective structure |
| CN105625261A (en) * | 2015-12-30 | 2016-06-01 | 四川宏洲新型材料股份有限公司 | Precast concrete block, system and building method of fast-assembled green vegetation retaining wall |
| CN208219673U (en) * | 2018-01-08 | 2018-12-11 | 中铁二院工程集团有限责任公司 | Greening Retaining Wall construction between stake |
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| JP2007154413A (en) * | 2005-11-30 | 2007-06-21 | Marui Kensetsu:Kk | Soldier pile type earth retaining anchor type retaining wall and its construction method |
| CN102282315A (en) * | 2009-01-16 | 2011-12-14 | 新日本制铁株式会社 | Combined steel sheet pile, soil retaining wall formed by combined steel sheet pipe, and method for selecting combined steel sheet pile |
| CN103243665A (en) * | 2013-05-27 | 2013-08-14 | 中铁工程设计咨询集团有限公司 | Protection method and protection device for blocking deep cutting falling rocks |
| TWM477477U (en) * | 2013-07-10 | 2014-05-01 | qiu-cheng Liao | Wall greening device of reinforced retaining wall |
| CN104404979A (en) * | 2014-11-28 | 2015-03-11 | 中铁二十三局集团有限公司 | H-shaped pile slab wall construction method |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867219A (en) * | 2018-06-22 | 2018-11-23 | 中铁二院(成都)建设发展有限责任公司 | A kind of construction method of green roadbed peg board wall construction |
| CN109356172A (en) * | 2018-09-21 | 2019-02-19 | 浙江交工集团股份有限公司 | Plate column type combined member and its construction method suitable for slope greening |
| CN109577348A (en) * | 2018-11-09 | 2019-04-05 | 杭州江润科技有限公司 | The construction method of slope retaining structure |
| CN109653214A (en) * | 2019-02-28 | 2019-04-19 | 中铁五局集团建筑工程有限责任公司 | A kind of construction method of prefabricated rib column and the vertical barricade slope retaining structure of trough plate type |
| CN110056012A (en) * | 2019-04-25 | 2019-07-26 | 中铁二院工程集团有限责任公司 | The guarded drainage system of prefabricated open caisson structure |
| CN110056012B (en) * | 2019-04-25 | 2024-03-22 | 中铁二院工程集团有限责任公司 | Waterproof and drainage system of prefabricated open caisson structure |
| CN111206615A (en) * | 2020-02-24 | 2020-05-29 | 中铁第四勘察设计院集团有限公司 | Ecological assembly retaining wall and construction method thereof |
| CN111656999A (en) * | 2020-05-26 | 2020-09-15 | 重庆大学 | Assembled ecological barricade with rainwater purifies and irrigation system |
| CN112873506A (en) * | 2021-01-13 | 2021-06-01 | 中建一局集团第三建筑有限公司 | Prefabricated assembly type ecological retaining wall side rib column and construction method thereof |
| CN115030198A (en) * | 2022-07-25 | 2022-09-09 | 重庆路投科技有限公司 | Assembly type ecological slope protection structure and construction method thereof |
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