CN109403268A - A kind of breathing pattern staged hollow square ecological revetment structure and its construction method - Google Patents
A kind of breathing pattern staged hollow square ecological revetment structure and its construction method Download PDFInfo
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- CN109403268A CN109403268A CN201811343944.3A CN201811343944A CN109403268A CN 109403268 A CN109403268 A CN 109403268A CN 201811343944 A CN201811343944 A CN 201811343944A CN 109403268 A CN109403268 A CN 109403268A
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- 230000029058 respiratory gaseous exchange Effects 0.000 title claims abstract description 25
- 238000010276 construction Methods 0.000 title claims description 31
- 239000000463 material Substances 0.000 claims abstract description 24
- 239000002689 soil Substances 0.000 claims abstract description 20
- 230000005484 gravity Effects 0.000 claims abstract description 12
- 239000004746 geotextile Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 4
- 238000009412 basement excavation Methods 0.000 claims description 3
- 238000004364 calculation method Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 2
- 238000009411 base construction Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 description 7
- 230000001681 protective effect Effects 0.000 description 4
- 238000010923 batch production Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000004519 manufacturing process 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
- 238000010586 diagram 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
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000009424 underpinning 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 breathing pattern staged hollow square ecological revetment structures, including precast hollow square, backfill material, rubble bedding, plain concrete cushion layer, prefabricated panel, plantation earth material and bed protection structure；It is equipped with plain concrete cushion layer at the top of rubble bedding, prefabricated panel is equipped at the top of plain concrete cushion layer, prefabricated panel is equipped with several precast hollow squares, and the front and back of precast hollow square is in step arrangement, and each precast hollow square is internally provided with plantation earth material；Breathing pattern staged hollow square ecological revetment structure of the present invention is first to carry out throwing rubble bedding to the soft soil foundation on river bank, then precast hollow square is set on throwing rubble bedding, breathing pattern staged hollow square ecological revetment structure is collectively formed, the structure belongs to gravity type type, 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, convenient, good economy performance of constructing.
Description
Technical field
The present invention relates to revetment technical field of structures, especially a kind of breathing pattern staged hollow square ecological revetment structure
And its construction 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,
Part river or waterway regulation start to carry out the tentative fabricated scheme of trial, and full assembly is attempted especially in soft soil foundation
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 entirely
Assembly type revetment not only can form gray structure, river water is separated with what natives were, makes river water to avoid based on cast in situs
Self-purification function disappears, and construction material can be caused unrestrained to avoid due to needing a large amount of template using a large amount of cast-in-place structural
Fei Duo, not efficiently, energy-saving and environmental protection the disadvantages of, still, since the revetment basis of soft soil foundation is usually because foundation bearing capacity is insufficient
And pile foundation or mixing pile, rotary churning pile underpinning is used to be assembled entirely again, economic benefit is relatively poor.Currently, soft
Built on soil base revetment there has been no it is a kind of can efficiently, energy conservation, ecological, environmental protective, convenient, good economy performance the revetment structure of constructing.
Summary of the invention
To solve the above-mentioned problems, the purpose of the present invention is to provide a kind of breathing pattern staged hollow square ecological revetments
Structure and its construction method.
The technical solution for realizing the aim of the invention is as follows:
A kind of breathing pattern staged hollow square ecological revetment structure, which is characterized in that expect including precast hollow square, backfill,
Rubble bedding, plain concrete cushion layer, prefabricated panel, plantation earth material and bed protection structure；The rubble bedding is arranged in soft soil foundation
River bank, be provided with plain concrete cushion layer at the top of rubble bedding, be provided with prefabricated panel at the top of plain concrete cushion layer,
Several precast hollow squares are provided on prefabricated panel, the front and back of precast hollow square is in step arrangement, each prefabricated sky
Heart square is internally provided with plantation earth material；The front step of the precast hollow square reserves the space length of planting plants, and
It is provided with bed protection structure, the backward step of precast hollow square reserves water body free exchange channel distance, it is ensured that can exhale before and after revetment
It inhales and purifying water body；The rear of the precast hollow square is provided with backfill material.
Preferably, the groove and precast hollow square of precast hollow square are provided at the top of the precast hollow square
Left and right tongue and groove, the bottom of precast hollow square are provided with the tongue of precast hollow square and the left and right bumps of precast hollow square
Slot；Lenticular phase is all made of between adjacent two precast hollow squares up and down to be fixedly connected.
Preferably, the groove of prefabricated panel, prefabricated panel and bottom precast hollow side are provided on the prefabricated panel
Lenticular phase is all made of between block to be fixedly connected.
Preferably, the side of the rubble bedding is provided with geotextiles, and geotextiles are located between rubble bedding and backfill material.
Preferably, the bed protection structure uses anti-soil body scour bed protection structure.
A kind of construction method of breathing pattern staged hollow square ecological revetment structure, which is characterized in that including following step
It is rapid:
Step 1: structure monolithic stability, bearing capacity of foundation are carried out according to the current specifications of gravity type quay, determine prefabricated bottom
Width, the foundation stress of plate；
Step 2: bedding Checking Ground Bearing Capacity is carried out according to the current specifications of gravity type quay, determines rubble thickness of subgrade bed；
Step 3: according to the current specifications of gravity type quay to the precast hollow square of every step carry out antiskid, it is anti-incline, intensitometer
It calculates, determines width, the wall thickness of precast hollow square；
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 anti-soil body scour bed protection structure thickness；
Step 5: precast hollow square, prefabricated panel are carried out in factory or scene prefabricated；
Step 6: earth excavation is carried out on bank and constructs to form side slope line；
Step 7: it after the completion of the river bank of soft soil foundation construction throwing rubble bedding, rubble bedding, is applied on rubble bedding
Work is laid with plain concrete cushion layer；
Step 8: the construction and installation prefabricated panel in plain concrete cushion layer；
Step 9: bottom precast hollow square is placed in construction on prefabricated panel, construction backfill plantation in precast hollow square
Earth material, the front step construction bed protection structure of bottom precast hollow square；
Step 10: geotextiles, backfill backfill material to bottom precast hollow square top surface are laid with；
Step 11: upper level precast hollow square is placed in construction on bottom precast hollow square, and backfill is corresponding prefabricated
Earth material is planted in hollow square, and in corresponding precast hollow square front step construction bed protection structure；According to said method circulation is placed
With backfill until precast hollow square is placed to designed elevation；
Step 12: greening construction is carried out on the front step of each precast hollow square.
Preferably, mud upper thread is designed in same level in the top surface Yu river bed of prefabricated panel in the step 8.
Compared with prior art, the present invention its remarkable advantage:
Breathing pattern staged hollow square ecological revetment structure of the present invention is that first to carry out throwing to the soft soil foundation on river bank broken
Then precast hollow square is arranged in ground mass bed on throwing rubble bedding, breathing pattern staged hollow square ecology is collectively formed
Revetment structure, the structure belong to gravity type type, and the loads such as horizontal force after wall are undertaken by revetment structure and reach structure safety
Stablize, reliable effect, and can achieve the purpose that efficient, energy saving, ecological, environmentally friendly, convenient, good economy performance of constructing；The present invention exhales
Suction type staged hollow square ecological revetment structure has batch production production, constructs that convenient, the wasting of resources is few, ecological, environmental protective, warp
The features such as Ji property is good is suitable for the places such as soft soil foundation, environmental requirement is high, the duration is tight, has a extensive future.
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 breathing pattern staged hollow square ecological revetment structure of the present invention.
Fig. 2 is the structural representation of precast hollow square in breathing pattern staged hollow square ecological revetment structure of the present invention
Figure.
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 breathing pattern staged hollow square ecological revetment structure, including precast hollow square 1, return
Filler 2, rubble bedding 5, plain concrete cushion layer 6, prefabricated panel 7, plantation earth material 10 and bed protection structure 11；The rubble bedding 5
The river bank of soft soil foundation is set, and the top of rubble bedding 5 is provided with plain concrete cushion layer 6, the top of plain concrete cushion layer 6
Portion is provided with prefabricated panel 7, several precast hollow squares 1 are provided on prefabricated panel 7, and the front and back of precast hollow square 1 is equal
It is arranged in step, each precast hollow square 1 is internally provided with plantation earth material 10；The front step of the precast hollow square 1
The space length of reserved planting plants, and it is provided with bed protection structure 11, the backward step of precast hollow square 1 is reserved water body and is freely handed over
Change channel distance, it is ensured that can breathe and purifying water body before and after revetment；The rear of the precast hollow square 1 is provided with backfill material 2；
Wherein, the bed protection structure 11 uses anti-soil body scour bed protection structure.
The top of the precast hollow square 1 is provided with the groove 9 of precast hollow square and the left and right of precast hollow square
Tongue and groove 12, the bottom of precast hollow square 1 are provided with the tongue of precast hollow square and the left and right bumps of precast hollow square
Slot；Lenticular phase is all made of between adjacent two precast hollow squares 1 up and down to be fixedly connected.
Be provided with the groove of prefabricated panel on the prefabricated panel 7, prefabricated panel 7 and bottom precast hollow square 1 it
Between be all made of lenticular phase and be fixedly connected.
The side of the rubble bedding 5 is provided with geotextiles 4, and geotextiles 4 are located between rubble bedding 5 and backfill material 2.
A kind of construction method of breathing pattern staged hollow square ecological revetment structure, which is characterized in that including following step
It is rapid:
Step 1: structure monolithic stability, bearing capacity of foundation are carried out according to the current specifications of gravity type quay, determine prefabricated bottom
Width, the foundation stress of plate；
Step 2: bedding Checking Ground Bearing Capacity is carried out according to the current specifications of gravity type quay, determines rubble thickness of subgrade bed；
Step 3: according to the current specifications of gravity type quay to the precast hollow square of every step carry out antiskid, it is anti-incline, intensitometer
It calculates, determines width, the wall thickness of precast hollow square；
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 anti-soil body scour bed protection structure thickness；
Step 5: precast hollow square 1, prefabricated panel 7 are carried out in factory or scene prefabricated；
Step 6: earth excavation is carried out on bank and constructs to form side slope line 3；
Step 7: after the completion of the river bank of soft soil foundation construction throwing rubble bedding 5, rubble bedding 5, in rubble bedding 5
Upper construction is laid with plain concrete cushion layer 6；
Step 8: mud upper thread is designed in the construction and installation prefabricated panel 7 in plain concrete cushion layer 6, the top surface and river bed of prefabricated panel 7
8 in same level
Step 9: bottom precast hollow square 1 is placed in construction on prefabricated panel 7, construction backfill kind in precast hollow square 1
Plant earth material 10, the front step construction bed protection structure 11 of bottom precast hollow square 1；
Step 10: geotextiles 4, backfill backfill material 2 to 1 top surface of bottom precast hollow square are laid with；
Step 11: upper level precast hollow square 1 is placed in construction on bottom precast hollow square 1, and backfill is corresponding pre-
Earth material 10 is planted in hollow square 1 processed, and in corresponding 1 front step of precast hollow square construction bed protection structure 11；According to said method
Circulation is placed and backfill is until precast hollow square 1 is placed to designed elevation；
Step 12: greening construction is carried out on the front step of each precast hollow square 1.
In conclusion breathing pattern staged hollow square ecological revetment structure of the present invention is the soft soil foundation to river bank
Throwing rubble bedding is first carried out, then precast hollow square is set on throwing rubble bedding, breathing pattern staged is collectively formed
Hollow square ecological revetment structure, the structure belong to gravity type type, the loads such as horizontal force after wall undertaken by revetment structure and
Reach structure safety and stability, reliable effect, and efficient, energy saving, ecological, environmentally friendly, convenient, good economy performance the mesh of construction can be reached
's；Breathing pattern staged hollow square ecological revetment structure of the present invention have batch production production, construct convenient, the wasting of resources is few,
The features such as ecological, environmental protective, good economy performance, is suitable for the places such as soft soil foundation, environmental requirement is high, the duration is tight, 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 (7)
1. a kind of breathing pattern staged hollow square ecological revetment structure, which is characterized in that including precast hollow square (1), return
Filler (2), rubble bedding (5), plain concrete cushion layer (6), prefabricated panel (7), plantation earth material (10) and bed protection structure (11)；Institute
The river bank that soft soil foundation is arranged in rubble bedding (5) is stated, plain concrete cushion layer (6) are provided at the top of rubble bedding (5),
It is provided at the top of plain concrete cushion layer (6) prefabricated panel (7), several precast hollow squares is provided on prefabricated panel (7)
(1), the front and back of precast hollow square (1) is in step arrangement, and each precast hollow square (1) is internally provided with plantation earth material
(10)；The front step of the precast hollow square (1) reserves the space length of planting plants, and is provided with bed protection structure (11),
The backward step of precast hollow square (1) reserves water body free exchange channel distance, it is ensured that can breathe and purifying water body before and after revetment；
The rear of the precast hollow square (1) is provided with backfill material (2).
2. breathing pattern staged hollow square ecological revetment structure according to claim 1, which is characterized in that described prefabricated
The groove (9) of precast hollow square and the left and right tongue and groove (12) of precast hollow square are provided at the top of hollow square (1), in advance
The bottom of hollow square (1) processed is provided with the tongue of precast hollow square and the left and right tongue and groove of precast hollow square；On adjacent
Lenticular phase is all made of between lower two precast hollow squares (1) to be fixedly connected.
3. breathing pattern staged hollow square ecological revetment structure according to claim 1, which is characterized in that described prefabricated
It is provided with the groove of prefabricated panel on bottom plate (7), is all made of between prefabricated panel (7) and bottom precast hollow square (1) recessed
Male is mutually fixedly connected.
4. breathing pattern staged hollow square ecological revetment structure according to claim 1, which is characterized in that the rubble
The side of bedding (5) is provided with geotextiles (4), and geotextiles (4) are located between rubble bedding (5) and backfill material (2).
5. breathing pattern staged hollow square ecological revetment structure according to claim 1, which is characterized in that the river bottom protection
Structure (11) uses anti-soil body scour bed protection structure.
6. a kind of breathing pattern staged hollow square ecological revetment structure according to claim 1, which is characterized in that including
Following steps:
Step 1: structure monolithic stability, bearing capacity of foundation are carried out according to the current specifications of gravity type quay, determine prefabricated bottom
Width, the foundation stress of plate；
Step 2: bedding Checking Ground Bearing Capacity is carried out according to the current specifications of gravity type quay, determines rubble thickness of subgrade bed；
Step 3: according to the current specifications of gravity type quay to the precast hollow square of every step carry out antiskid, it is anti-incline, intensitometer
It calculates, determines width, the wall thickness of precast hollow square；
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 anti-soil body scour bed protection structure thickness；
Step 5: precast hollow square (1), prefabricated panel (7) are carried out in factory or scene prefabricated；
Step 6: earth excavation is carried out on bank and constructs to form side slope line (3)；
Step 7: it constructs throwing rubble bedding (5) on the river bank of soft soil foundation, after the completion of rubble bedding (5), in rubble base
Construction is laid with plain concrete cushion layer (6) on bed (5)；
Step 8: the construction and installation prefabricated panel (7) on plain concrete cushion layer (6)；
Step 9: bottom precast hollow square (1) is placed in construction on prefabricated panel (7), construction in precast hollow square (1)
The front step of backfill plantation earth material (10), bottom precast hollow square (1) constructs bed protection structure (11)；
Step 10: being laid with geotextiles (4), backfill backfill material (2) to bottom precast hollow square (1) top surface；
Step 11: upper level precast hollow square (1) is placed in construction on bottom precast hollow square (1), and backfill is corresponding
Precast hollow square (1) in plant earth material (10), and corresponding precast hollow square (1) front step construct bed protection structure
(11)；According to said method circulation is placed and backfill is until precast hollow square (1) is placed to designed elevation；
Step 12: greening construction is carried out on the front step of each precast hollow square (1).
7. breathing pattern staged hollow square ecological revetment structure according to claim 6, which is characterized in that the step
Top surface Yu the river bed design mud upper thread (8) of prefabricated panel (7) are in same level in eight.
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|---|---|---|---|
| CN201811343944.3A CN109403268A (en) | 2018-11-13 | 2018-11-13 | A kind of breathing pattern staged hollow square ecological revetment structure and its construction method |
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| CN201811343944.3A CN109403268A (en) | 2018-11-13 | 2018-11-13 | A kind of breathing pattern staged hollow square ecological revetment structure and its construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103374900A (en) * | 2012-04-13 | 2013-10-30 | 中交第三航务工程勘察设计院有限公司 | Gravity wharf built on silt foundation and method for constructing gravity wharf |
| CN203755244U (en) * | 2014-02-27 | 2014-08-06 | 中交第三航务工程勘察设计院有限公司 | Joint structure between barrel type base breakwater barrels |
| CN104195980A (en) * | 2014-08-29 | 2014-12-10 | 中国人民解放军海军北海工程设计院 | Outfitting quay structure |
| 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 |
| CN209384191U (en) * | 2018-11-13 | 2019-09-13 | 中交第三航务工程勘察设计院有限公司 | Breathing pattern staged hollow square ecological revetment structure suitable for soft soil foundation |
-
2018
- 2018-11-13 CN CN201811343944.3A patent/CN109403268A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103374900A (en) * | 2012-04-13 | 2013-10-30 | 中交第三航务工程勘察设计院有限公司 | Gravity wharf built on silt foundation and method for constructing gravity wharf |
| CN203755244U (en) * | 2014-02-27 | 2014-08-06 | 中交第三航务工程勘察设计院有限公司 | Joint structure between barrel type base breakwater barrels |
| CN104195980A (en) * | 2014-08-29 | 2014-12-10 | 中国人民解放军海军北海工程设计院 | Outfitting quay structure |
| 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 |
| CN209384191U (en) * | 2018-11-13 | 2019-09-13 | 中交第三航务工程勘察设计院有限公司 | Breathing pattern staged hollow square ecological revetment structure suitable for soft soil foundation |
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Application publication date: 20190301 |