CN109371908A - A kind of half assembled ecological revetment structure of breathing pattern and its construction method - Google Patents
A kind of half assembled ecological revetment structure of breathing pattern and its construction method Download PDFInfo
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- CN109371908A CN109371908A CN201811343945.8A CN201811343945A CN109371908A CN 109371908 A CN109371908 A CN 109371908A CN 201811343945 A CN201811343945 A CN 201811343945A CN 109371908 A CN109371908 A CN 109371908A
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- 238000010276 construction Methods 0.000 title claims abstract description 36
- 230000029058 respiratory gaseous exchange Effects 0.000 title claims abstract description 25
- 239000000463 material Substances 0.000 claims abstract description 23
- 239000002689 soil Substances 0.000 claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 238000004364 calculation method Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000009412 basement excavation Methods 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 description 8
- 230000001681 protective effect Effects 0.000 description 4
- 238000010923 batch production Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- 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
-
- 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
- A01G9/021—Pots formed in one piece; Materials used therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of half assembled ecological revetment structures of breathing pattern, including prefabricated box, backfill material, prefabricated pile foundation, cast-in-place bearing sheet, plantation earth material and bed protection structure；The river bank of soft soil foundation is arranged in prefabricated pile foundation, and cast-in-place bearing sheet is provided in prefabricated pile foundation, several prefabricated box are provided on cast-in-place bearing sheet, and the front and back of several prefabricated box is in step arrangement, and each prefabricated box is internally provided with plantation earth material；Half assembled ecological revetment structure of breathing pattern of the present invention is to be assembled on the river bank of soft soil foundation using prefabricated pile, cast-in-place bearing sheet and prefabricated box, the ecological revetment structure of half assembled low pile cap of breathing pattern is collectively formed, the loads such as the horizontal force after wall are undertaken by revetment structure and reach structure safety and stability, reliable effect, and can achieve the purpose that efficient, energy saving, ecological, environmentally friendly, construction is convenient, economical.
Description
Technical field
The present invention relates to revetment technical field of structures, especially a kind of half assembled ecological revetment structure of breathing pattern and its apply
Work method.
Background technique
Ecological revetment is that one kind can play the role of ecological, environmental protective, have both landscape function again and can prevent erosion
Barricade.
With the continuous development of national economy, the horizontal continuous raising of people's lives, the ring that people live to itself
More stringent requirements are proposed in border, it is desirable to and it is more blue, and water is more clear, meanwhile, occur the engineering concept of assembled architecture therewith, people's
It is expected that it is higher, that is, require in architectural engineering construction as far as possible using construction means efficiently, energy saving, green, environmentally friendly.Currently,
Partial river or waterway regulation starts to carry out the tentative fabricated scheme of trial, and full dress is attempted especially in soft soil foundation
Distribution type revetment and replace usually use cast-in-place low pile cap scheme, i.e., substitution pile foundation on cast-in-place L-type barricade revetment, because
Full assembly type revetment not only can form gray structure, river water is separated with what natives were, makes river to avoid based on cast in situs
Water self-purification function disappears, and can cause construction material to avoid due to needing a large amount of template using a large amount of cast-in-place structural
The disadvantages of more, not efficient, energy-saving and environmental protection is wasted, still, since the revetment basis of soft soil foundation usually uses small precast square pile
It is assembled entirely, causes prefabricated panel preformed hole more, construction and installation required precision is high, and technical difficulty influences greatly construction efficiency instead
And economy.Currently, on soft soil foundation build revetment there has been no it is a kind of can efficiently, energy conservation, ecological, environmental protective, construction it is convenient, pass through
The revetment structure of Ji.
Summary of the invention
To solve the above-mentioned problems, the purpose of the present invention is to provide a kind of half assembled ecological revetment structure of breathing pattern and
Its construction method.
The technical solution for realizing the aim of the invention is as follows:
A kind of half assembled ecological revetment structure of breathing pattern, which is characterized in that including prefabricated box, backfill material, prefabricated pile foundation, show
Pour bearing sheet, plantation earth material and bed protection structure；The river bank of soft soil foundation is arranged in the prefabricated pile foundation, sets in prefabricated pile foundation
It is equipped with cast-in-place bearing sheet, several prefabricated box are provided on cast-in-place bearing sheet, the front and back of several prefabricated box is in step
Arrangement, each prefabricated box are internally provided with plantation earth material；The front step of the prefabricated box reserves the space of planting plants
Distance, and it is provided with bed protection structure；The backward step of the prefabricated box reserves water body free exchange channel distance, it is ensured that before revetment
After can breathe and purifying water body；The rear of the prefabricated box is provided with backfill material.
Preferably, which is characterized in that the groove and prefabricated box of prefabricated box are provided at the top of the prefabricated box
Left and right tongue and groove, the bottom of prefabricated box are provided with the tongue of prefabricated box and the left and right tongue and groove of prefabricated box；Above and below adjacent
Lenticular phase is all made of between two prefabricated box to be fixedly connected.
Preferably, it is provided with the groove of bearing sheet on the cast-in-place bearing sheet, is adopted between cast-in-place bearing sheet and prefabricated box
It is fixedly connected with lenticular phase.
Preferably, the bed protection structure uses anti-soil body scour bed protection structure.
A kind of construction method of half assembled ecological revetment structure of breathing pattern, which comprises the following steps:
Step 1: carrying out pile foundation support table monolithic stability, Strength co-mputation according to existing Retaining Wall Engineering or waterway engineering design specification,
Determine cast-in-place cushion cap baseplate width and base plate thickness；
Step 2: calculation of bearing capacity of pile foundation is carried out according to existing Retaining Wall Engineering or waterway engineering design specification, determines prefabricated pile
Base spacing, stake be long, section；
Step 3: according to the current specifications of gravity type quay to prefabricated box carry out antiskid, it is anti-incline, Strength co-mputation, determine prefabricated
Width, the plate thickness of cabinet；
Step 4: ship wave calculating is carried out according to existing waterway engineering design specification, is protected further according to existing breakwater specification
Bottom THICKNESS CALCULATION determines bed protection structure thickness；
Step 5: prefabricated box, prefabricated pile foundation are carried out in factory or scene prefabricated；
Step 6: the construction of prefabricated pile foundation is carried out on the river bank of soft soil foundation；
Step 7: after the construction for completing prefabricated pile foundation, earth excavation is carried out in the side of prefabricated pile foundation and constructs to form side slope line；
Step 8: cast-in-place bearing sheet of constructing in prefabricated pile foundation；
Step 9: bottom prefabricated box, plantation in construction backfill bottom prefabricated box are placed in construction on cast-in-place bearing sheet
Earth material；Bottom prefabricated box front step construction bed protection structure；
Step 10: upper level prefabricated box is placed in construction in bottom prefabricated box, backfills plantation in corresponding prefabricated box
Earth material, and in the front step of corresponding prefabricated box construction bed protection structure；According to said method circulation is placed and backfill is until precast box
Body is placed to designed elevation；
Step 11: backfill prefabricated box rear backfill material；
Step 12: greening construction is carried out on the front step of each prefabricated box.
Preferably, mud upper thread is designed in same level in the top surface Yu river bed of cast-in-place bearing sheet in the step 8.
Compared with prior art, the present invention its remarkable advantage:
Half assembled ecological revetment structure of breathing pattern of the present invention is on the river bank of soft soil foundation using prefabricated pile, cast-in-place cushion cap
Plate and prefabricated box assemble, and the ecological revetment structure of half assembled low pile cap of breathing pattern, the horizontal force etc. after wall is collectively formed
Load is undertaken by revetment structure and reaches structure safety and stability, reliable effect, but can reach it is efficient, energy saving, ecological, environmentally friendly,
It constructs convenient, economic purpose；Half assembled ecological revetment structure of breathing pattern of the present invention have batch production production, construct it is convenient,
It is wide to be suitable for places, the application prospects such as soft soil foundation, environmental requirement is high, the duration is tight by the features such as wasting of resources is few, ecological, environmental protective
It is wealthy.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is required attached drawing in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only the present invention
Some embodiments for those of ordinary skill in the art without creative efforts, can also basis
These attached drawings obtain other attached drawings.
Fig. 1 is the structural schematic diagram of half assembled ecological revetment structure of breathing pattern of the present invention.
Fig. 2 is the structural schematic diagram of prefabricated box in half assembled ecological revetment structure of breathing pattern of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment 1:
As depicted in figs. 1 and 2, a kind of half assembled ecological revetment structure of breathing pattern, including prefabricated box 1, backfill material 2, it is prefabricated
Pile foundation 4, cast-in-place bearing sheet 5, plantation earth material 8 and bed protection structure 9；The river bank of soft soil foundation is arranged in the prefabricated pile foundation 4,
It is provided with cast-in-place bearing sheet 5 in prefabricated pile foundation 4, several prefabricated box 1, several precast boxes are provided on cast-in-place bearing sheet 5
The front and back of body 1 is in step arrangement, and each prefabricated box 1 is internally provided with plantation earth material 8；The foreground of the prefabricated box 1
Rank reserves the space length of planting plants, and is provided with bed protection structure 9；It is free that the backward step of the prefabricated box 1 reserves water body
Interchange channel distance, it is ensured that can be breathed and purifying water body before and after revetment；The rear of the prefabricated box 1 is provided with backfill material 2；Its
In, the bed protection structure uses anti-soil body scour bed protection structure.
The top of the prefabricated box 1 is provided with the groove 7 of prefabricated box and the left and right tongue and groove 10 of prefabricated box, prefabricated
The bottom of cabinet 1 is provided with the tongue of prefabricated box and the left and right tongue and groove of prefabricated box；Adjacent two prefabricated box 1 up and down it
Between be all made of lenticular phase and be fixedly connected.
The groove of bearing sheet is provided on the cast-in-place bearing sheet 5, using recessed between cast-in-place bearing sheet 5 and prefabricated box 1
Male is mutually fixedly connected.
A kind of construction method of half assembled ecological revetment structure of breathing pattern, comprising the following steps:
Step 1: carrying out pile foundation support table monolithic stability, Strength co-mputation according to existing Retaining Wall Engineering or waterway engineering design specification,
Determine cast-in-place cushion cap baseplate width and base plate thickness；
Step 2: calculation of bearing capacity of pile foundation is carried out according to existing Retaining Wall Engineering or waterway engineering design specification, determines prefabricated pile
Base spacing, stake be long, section；
Step 3: according to the current specifications of gravity type quay to prefabricated box carry out antiskid, it is anti-incline, Strength co-mputation, determine prefabricated
Width, the plate thickness of cabinet；
Step 4: ship wave calculating is carried out according to existing waterway engineering design specification, is protected further according to existing breakwater specification
Bottom THICKNESS CALCULATION determines bed protection structure thickness；
Step 5: prefabricated box 1, prefabricated pile foundation 4 are carried out in factory or scene prefabricated；
Step 6: the construction of prefabricated pile foundation 4 is carried out on the river bank of soft soil foundation；
Step 7: after the construction for completing prefabricated pile foundation 4, earth excavation is carried out in the side of prefabricated pile foundation 4 and constructs to form side slope line
3；
Step 8: cast-in-place bearing sheet 5 of constructing in prefabricated pile foundation 4；Mud upper thread is designed in the top surface and river bed of the cast-in-place bearing sheet 5
6 in same level；
Step 9: bottom prefabricated box 1, interior kind of construction backfill bottom prefabricated box 1 are placed in construction on cast-in-place bearing sheet 5
Plant earth material 8；1 front step of bottom prefabricated box construction bed protection structure 9；
Step 10: upper level prefabricated box 1 is placed in construction in bottom prefabricated box 1, backfills 1 interior kind of corresponding prefabricated box
Earth material 8 is planted, and in the front step of corresponding prefabricated box 1 construction bed protection structure 9；According to said method circulation is placed and backfill is until pre-
Cabinet 1 processed is placed to designed elevation；
Step 11: backfill 1 rear of prefabricated box backfill material 2；
Step 12: greening construction is carried out on the front step of each prefabricated box 1.
In conclusion half assembled ecological revetment structure of breathing pattern of the present invention is on the river bank of soft soil foundation using pre-
Stake, cast-in-place bearing sheet and prefabricated box processed assemble, and the ecological revetment structure of half assembled low pile cap of breathing pattern, wall is collectively formed
The loads such as horizontal force afterwards are undertaken by revetment structure and reach structure safety and stability, reliable effect, and can reach efficient, section
Convenient, the economic purpose of energy, ecology, environmental protection, construction；Half assembled ecological revetment structure of breathing pattern of the present invention has batch production system
Make, construct the features such as convenient, the wasting of resources is few, ecological, environmental protective, be suitable for the places such as soft soil foundation, environmental requirement is high, the duration is tight,
It has a extensive future.
Particular embodiments described above, the technical issues of to solution of the invention, technical scheme and beneficial effects carry out
It is further described, it should be understood that the above is only a specific embodiment of the present invention, is not limited to
The present invention, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should be included in this
Within the protection scope of invention.
Claims (6)
1. a kind of half assembled ecological revetment structure of breathing pattern, which is characterized in that including prefabricated box (1), backfill material (2), pre-
Pile foundation (4), cast-in-place bearing sheet (5), plantation earth material (8) and bed protection structure (9) processed；Prefabricated pile foundation (4) setting is in weak soil
The river bank of base is provided with cast-in-place bearing sheet (5) on prefabricated pile foundation (4), and it is prefabricated to be provided with several on cast-in-place bearing sheet (5)
Cabinet (1), the front and back of several prefabricated box (1) are in step arrangement, and each prefabricated box (1) is internally provided with planting soil
Expect (8)；The front step of the prefabricated box (1) reserves the space length of planting plants, and is provided with bed protection structure (9)；It is described
The backward step of prefabricated box (1) reserves water body free exchange channel distance, it is ensured that can breathe and purifying water body before and after revetment；It is described
The rear of prefabricated box (1) is provided with backfill material (2).
2. half assembled ecological revetment structure of breathing pattern according to claim 1, which is characterized in that the prefabricated box
(1) groove (7) of prefabricated box and the left and right tongue and groove (10) of prefabricated box, the bottom of prefabricated box (1) are provided at the top of
It is provided with the tongue of prefabricated box and the left and right tongue and groove of prefabricated box；It is all made of between adjacent two prefabricated box (1) up and down
Lenticular phase is fixedly connected.
3. half assembled ecological revetment structure of breathing pattern according to claim 1, which is characterized in that the cast-in-place bearing sheet
(5) it is provided with the groove of bearing sheet on, is fixed between cast-in-place bearing sheet (5) and bottom prefabricated box (1) using lenticular phase
Connection.
4. half assembled ecological revetment structure of breathing pattern according to claim 1, which is characterized in that the bed protection structure
(10) anti-soil body scour bed protection structure is used.
5. a kind of construction method of half assembled ecological revetment structure of breathing pattern according to claim 1, which is characterized in that
The following steps are included:
Step 1: carrying out pile foundation support table monolithic stability, Strength co-mputation according to existing Retaining Wall Engineering or waterway engineering design specification,
Determine cast-in-place cushion cap baseplate width and base plate thickness；
Step 2: calculation of bearing capacity of pile foundation is carried out according to existing Retaining Wall Engineering or waterway engineering design specification, determines prefabricated pile
Base spacing, stake be long, section；
Step 3: according to the current specifications of gravity type quay to prefabricated box carry out antiskid, it is anti-incline, Strength co-mputation, determine prefabricated
Width, the plate thickness of cabinet；
Step 4: ship wave calculating is carried out according to existing waterway engineering design specification, is protected further according to existing breakwater specification
Bottom THICKNESS CALCULATION determines bed protection structure thickness；
Step 5: prefabricated box (1), prefabricated pile foundation (4) are carried out in factory or scene prefabricated；
Step 6: the construction of prefabricated pile foundation (4) is carried out on the river bank of soft soil foundation；
Step 7: after the construction for completing prefabricated pile foundation (4), earth excavation is carried out in the side of prefabricated pile foundation (4) and constructs to form side
Slope line (3)；
Step 8: it constructs on prefabricated pile foundation (4) cast-in-place bearing sheet (5)；
Step 9: bottom prefabricated box (1) is placed in construction on cast-in-place bearing sheet (5), construction backfill bottom prefabricated box
(1) earth material (8) are planted in；Bottom prefabricated box (1) front step constructs bed protection structure (9)；
Step 10: upper level prefabricated box (1) is placed in construction on bottom prefabricated box (1), backfills corresponding prefabricated box
(1) earth material (8) are planted in, and construct bed protection structure (9) in the front step of corresponding prefabricated box (1)；According to said method circulation peace
It puts and backfills until prefabricated box (1) is placed to designed elevation；
Step 11: backfill prefabricated box (1) rear backfill material (2)；
Step 12: greening construction is carried out on the front step of each prefabricated box (1).
6. the construction method of half assembled ecological revetment structure of breathing pattern according to claim 5, which is characterized in that described
Top surface Yu the river bed design mud upper thread (6) of cast-in-place bearing sheet (5) are in same level in step 8.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811343945.8A CN109371908A (en) | 2018-11-13 | 2018-11-13 | A kind of half assembled ecological revetment structure of breathing pattern and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811343945.8A CN109371908A (en) | 2018-11-13 | 2018-11-13 | A kind of half assembled ecological revetment structure of breathing pattern and its construction method |
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| CN109371908A true CN109371908A (en) | 2019-02-22 |
Family
ID=65384529
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| CN201811343945.8A Pending CN109371908A (en) | 2018-11-13 | 2018-11-13 | A kind of half assembled ecological revetment structure of breathing pattern and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117725657A (en) * | 2024-01-12 | 2024-03-19 | 中建文化旅游发展有限公司 | Configuration method and system of river channel assembly type components and solid prefabricated retaining wall |
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| CN108239963A (en) * | 2018-01-25 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of high-rise pile cap formula ecological revetment structure and its construction method |
| CN108330904A (en) * | 2018-03-16 | 2018-07-27 | 中交第三航务工程勘察设计院有限公司 | A kind of gravity-type assembled ecological revetment structure and its construction method |
| CN209384192U (en) * | 2018-11-13 | 2019-09-13 | 中交第三航务工程勘察设计院有限公司 | A kind of half assembled ecological revetment structure of breathing pattern suitable for soft soil foundation |
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2018
- 2018-11-13 CN CN201811343945.8A patent/CN109371908A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299646A (en) * | 2016-04-15 | 2017-10-27 | 中交第三航务工程勘察设计院有限公司 | Ecological Retaining Wall structure and its method of construction |
| CN107059785A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of environmental low pile cap bank protection structure and construction method |
| CN108239963A (en) * | 2018-01-25 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of high-rise pile cap formula ecological revetment structure and its construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117725657A (en) * | 2024-01-12 | 2024-03-19 | 中建文化旅游发展有限公司 | Configuration method and system of river channel assembly type components and solid prefabricated retaining wall |
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Application publication date: 20190222 |