CN110396983A - A kind of sash beam ecological slope protection structure having both draining and greening function - Google Patents
A kind of sash beam ecological slope protection structure having both draining and greening function Download PDFInfo
- Publication number
- CN110396983A CN110396983A CN201910641337.3A CN201910641337A CN110396983A CN 110396983 A CN110396983 A CN 110396983A CN 201910641337 A CN201910641337 A CN 201910641337A CN 110396983 A CN110396983 A CN 110396983A
- Authority
- CN
- China
- Prior art keywords
- sash
- crossbeam
- vertical beam
- top groove
- draining
- 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.)
- Granted
Links
- 230000004224 protection Effects 0.000 title claims abstract description 23
- 239000002689 soil Substances 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000010521 absorption reaction Methods 0.000 claims description 10
- 239000000835 fiber Substances 0.000 claims description 10
- 239000004746 geotextile Substances 0.000 claims description 10
- 238000004873 anchoring Methods 0.000 claims description 2
- 230000001681 protective effect Effects 0.000 abstract description 14
- 235000013311 vegetables Nutrition 0.000 abstract description 7
- 238000012423 maintenance Methods 0.000 abstract description 4
- 230000004083 survival effect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 241000196324 Embryophyta Species 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000003860 storage Methods 0.000 description 4
- 244000025254 Cannabis sativa Species 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 241000727913 Parthenocissus tricuspidata Species 0.000 description 2
- 235000010575 Pueraria lobata Nutrition 0.000 description 2
- 241000219781 Pueraria montana var. lobata Species 0.000 description 2
- 241001464837 Viridiplantae Species 0.000 description 2
- 230000009194 climbing Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 241000345998 Calamus manan Species 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 240000008669 Hedera helix Species 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 235000012950 rattan cane Nutrition 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000009331 sowing Methods 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
-
- 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
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/124—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of metal
-
- 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
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
Abstract
The present invention provides a kind of sash beam ecological slope protection structures for having both draining and greening function, including sash crossbeam, sash vertical beam, sash cant beam；The sash below the crossbeam is connected sash vertical beam, and sash vertical beam lower end two-way is connected sash cant beam, and sash cant beam lower end is connected in sash crossbeam, successively constitutes sash repeatedly；Sash cross rail top groove, sash vertical beam top groove, sash cant beam top groove are had on sash crossbeam, sash vertical beam, sash cant beam, and planting soil is set in sash cross rail top groove, plants vegetable layer on planting soil.Present invention is mainly used for the discharge structures for optimizing traditional frame gird type slope protection, " sponge theory " is incorporated into sash beam protective slope structure, utilization is collected to natural rainfall, and solves the problems such as Ecological Sustainability is insufficient, side slope vegetation survival rate is lower, vegetation maintenance cycle is shorter in traditional structure.
Description
Technical field
The present invention relates to a kind of sash beam ecological slope protection structures for having both draining and greening function, belong to hydraulic and hydroelectric engineering
In technical field.
Background technique
In the prior art, for improvement, to engineering operation, there are security risks or the side slope exposed because of engineering construction to endanger,
No matter concrete frame lattice beam protective slope structure all exists larger excellent from construction feasibility, engineering economy, eco-environmental prote etc.
Gesture, therefore it becomes a kind of common slope retaining form.But every technical requirements and engineering construction theory continue to develop into
Cheng Zhong, current concrete frame lattice beam protective slope structure there are it is many can improvements.For the drainage problem tradition sash of slope surface
Beam protective slope structure is drained by the way that gutter is separately provided, by broadcasting sowing grass seeds after the linked network between each sash or laying grass planting
The modes such as bag, grass planting blanket solve the problems, such as stability of slope, soil erosion and restoration of the ecosystem etc..In recent years, with engineering
The eco-environmental prote of construction requires the popular feeling that deepens continuously of continuous improvement and sponge city thinking, and above-mentioned concept is applied to coagulation
In native sash beam protective slope structure, it will so that the structure is in slope retaining saliency greater advantages.
Summary of the invention
In order to solve the above technical problems, the present invention provides a kind of sash beam ecological slope protections for having both draining and greening function
Structure, this has both draining and the sash beam ecological slope protection structure of greening function can effectively solve Ecological Sustainability in traditional structure
Insufficient, the problems such as side slope vegetation survival rate is lower, vegetation maintenance cycle is shorter.
The present invention is achieved by the following technical programs.
A kind of sash beam ecological slope protection structure having both draining and greening function provided by the invention, including sash crossbeam,
Sash vertical beam, sash cant beam；The sash below the crossbeam is connected sash vertical beam, and sash vertical beam lower end two-way is connected sash cant beam,
Sash cant beam lower end is connected in sash crossbeam, successively constitutes sash repeatedly；Divide on sash crossbeam, sash vertical beam, sash cant beam
It is not provided with sash cross rail top groove, sash vertical beam top groove, sash cant beam top groove, in sash cross rail top groove
Planting soil is set, plants vegetable layer on planting soil；It is in the sash bottommost that sash crossbeam, sash vertical beam, sash cant beam are constituted
The sash vertical beam lower section of sash vertical beam, bottom is connected to exterior drainage system.
The sash crossbeam is anchor rod anchored by the A type of bottom.
Bottom has Type B anchor rod anchored between the sash vertical beam and sash cant beam.
It is saturating that high water-absorption fiber rope, steel grid, nonwoven are up set gradually the bottom of from the sash cross rail top groove
Water geotextiles, planting soil.
In the sash cross rail top groove, there is cavity below the permeable geotextiles of nonwoven, high water-absorption fiber rope is placed in cavity
In.
Sash crossbeam bottom plate is arranged at sash crossbeam bottom.
There are sash crossbeam and sash in the position that the sash cross rail top groove side is connected to sash vertical beam top groove
Vertical beam intersection notch, sash crossbeam and sash vertical beam intersection notch bottom surface are lower than steel grid.
The position that the sash crossbeam and sash vertical beam intersection notch are attached to sash vertical beam top groove is equipped with along slope
Structure.
The sash vertical beam highest point cope level that the sash cross rail top elevation and sash crossbeam are connected is identical.
The beneficial effects of the present invention are: it is mainly used for optimizing the discharge structure of traditional frame gird type slope protection, it will " sponge reason
Read " sash beam protective slope structure is incorporated, utilization is collected to natural rainfall, and solve in traditional structure Ecological Sustainability not
Enough, the problems such as side slope vegetation survival rate is lower, vegetation maintenance cycle is shorter.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is the cross section structure schematic diagram of Fig. 1；
Fig. 3 is the section structure diagram of sash crossbeam in Fig. 1；
Fig. 4 is the section structure diagram of sash crossbeam and sash vertical beam top groove junction in Fig. 1.
In figure: 1- sash crossbeam, 2- sash vertical beam, 3- sash cant beam, 4-A type anchor pole, 5-B type anchor pole, 6- sash crossbeam
Top groove, 7- sash vertical beam top groove, 8- sash cant beam top groove, 9- sash crossbeam bottom plate, 10- steel grid,
The permeable geotextiles of 11- nonwoven, 12- high water-absorption fiber rope, 13- planting soil, 14- vegetable layer, 15- sash crossbeam and sash vertical beam are handed over
Notch at boundary, 16- is along slope structure, 17- exterior drainage system, 18- flexibility reinforcing bar protective net.
Specific embodiment
Be described further below technical solution of the present invention, but claimed range be not limited to it is described.
A kind of sash beam ecological slope protection structure having both draining and greening function as shown in Figures 1 to 4, including sash are horizontal
Beam 1, sash vertical beam 2, sash cant beam 3；It is connected sash vertical beam 2, the linking of 2 lower end two-way of sash vertical beam below the sash crossbeam 1
Sash cant beam 3,3 lower end of sash cant beam are connected in sash crossbeam 1, successively constitute sash repeatedly；In sash crossbeam 1, sash vertical beam
2, sash cross rail top groove 6, sash vertical beam top groove 7, sash cant beam top groove 8, In are had on sash cant beam 3
Planting soil 13 is set in sash cross rail top groove 6, plants vegetable layer 14 on planting soil 13；Sash crossbeam 1, sash vertical beam 2,
The sash bottommost that sash cant beam 3 is constituted is sash vertical beam 2, is connected to exterior drainage system 17 below the sash vertical beam 2 of bottom.
The sash crossbeam 1 is anchored by the A type anchor pole 4 of bottom.
The anchoring of Type B anchor pole 5 is arranged at bottom between the sash vertical beam 2 and sash cant beam 3.
High water-absorption fiber rope 12, steel grid 10, nothing are up set gradually the bottom of from the sash cross rail top groove 6
Spin permeable geotextiles 11, planting soil 13.
In the sash cross rail top groove 6, there is cavity below the permeable geotextiles 11 of nonwoven, high water-absorption fiber rope 12 is placed in
In cavity.
Sash crossbeam bottom plate 9 is arranged at 1 bottom of sash crossbeam.
There are sash crossbeam and frame in the position that 6 side of sash cross rail top groove is connected to sash vertical beam top groove 7
Lattice vertical beam intersection notch 15, sash crossbeam and 15 bottom surface of sash vertical beam intersection notch are lower than steel grid 10.
The sash crossbeam is equipped with suitable with the position that sash vertical beam intersection notch 15 is attached to sash vertical beam top groove 7
Slope structure 16.
The 2 highest point cope level of sash vertical beam that 1 cope level of sash crossbeam and sash crossbeam 1 are connected is identical.
Embodiment 1
The body of rod of A type anchor pole 4 and Type B anchor pole 5 is all made ofSpiral, rock-bolt length 4.5m, exposed 0.5m.
4 exposed parts of A type anchor pole bend downward be anchored at 1 groove 6 of sash crossbeam hereinafter, and with sash crossbeam 1 and sash
The reinforcement welding of vertical beam 2, while it is ensured that the minimum 30mm of thickness of concrete cover, 5 exposed parts of Type B anchor pole directly anchor
In two sash cant beams, 3 intersection.
Be set to the slope protection greening structure of 1 upper grooves 6 of sash crossbeam, from bottom to top respectively drain groove reservoir bed 6,
Steel grid 10, the permeable cloth 11 of nonwoven geotechnique, planting soil 13, vegetable layer 14.
The sash crossbeam 1 of top tape fluted 6 uses width for 60cm, is highly the rectangular section of 70cm.
The cant beam 3 of the framed oblique grid beam top groove 8 of sash vertical beam 2 and top tape of top tape fluted 7 is all made of side length
For the square-section of 50cm.
The sash cross rail top groove 6 at 1 top of sash crossbeam uses width for 30cm, is highly the rectangular section of 60cm,
The bottom plate 9 of 10cm thickness is reserved in 6 bottom of sash cross rail top groove to the bottom of sash crossbeam 1, past from the top of sash crossbeam 1
Lower 20cm is steel grid 10.
The groove 8 at 3 top of sash vertical beam top groove 7 and cant beam uses width for 20cm, highly cuts for the rectangle of 30cm
Face.
Sash crossbeam 1 is accessed toward at next layer of sash vertical beam 2, and setting width is 20cm, down from 1 top of sash crossbeam
The sash crossbeam and sash vertical beam intersection notch 15 of 30cm high.
The notch 15 that the junction of sash crossbeam 1 and sash vertical beam 2 should be 20cm according to reserved width, be highly 30cm
Linking, and be connected in sash vertical beam top groove 7 according to the suitable slope structure 16 of 1:1.
The bottom surface of sash crossbeam 1 is that horizontal direction, sash vertical beam 2 and the bottom surface of sash cant beam 3 and the gradient of slope surface are consistent, on
The cope level of one layer of sash crossbeam 1 is identical as the cope level of next layer of 2 highest point of sash vertical beam.
It is 20mm with a thickness of 20mm's that the steel grid 10 being set on sash cross rail top groove 6, which uses center spacing,
Hot-galvanized steel panel band steel.
Every 50cm in the permeable geotextiles 11 of the nonwoven being set on steel grid 10, punching penetrates high water-absorption fiber rope
12, high water-absorption fiber rope 12 extends to the bottom of sash cross rail top groove 6.
The planting soil 13 being set in the permeable geotextiles 11 of nonwoven is that one kind has porous structure, there is certain water storage,
The splendid plant material of gas permeability.
The vegetable layer 14 for being set to 6 top of sash cross rail top groove selects the climbing class plant of well developed root system, such as
Pueraria lobata, ivy, Boston ivy etc..
The lowermost end of sash vertical beam 2 accesses exterior drainage system 17.
The flexible reinforcing bar protective net 18 being set between each sash beam is fixed on slope surface according to quincuncial arrangement using staple
In structure.
The draining of slope structure, the drainage system are carried out by the drain groove being set in concrete frame lattice beam as a result,
Natural rainfall can be stored in the groove of horizontal direction sash crossbeam that is, when rainfall is smaller by incorporating " sponge theory ", be met
The water demand of the green plant of slope protection；When rainfall is larger, reach upper limit value for the green moisture storage capacity for planting growth needs in crossbeam groove,
The ecological slope protection structure can be discharged in extra water by the notch that drain groove is reserved, prevent side slope caused by extra water from endangering
Evil.Be set to above horizontal direction groove structure vegetation plantation layer, the climbing class plant such as pueraria lobata of the well developed root system of use, often
Spring rattan, Boston ivy etc. can prevent and treat the soil erosion and stability of slope problem and restoration of the ecosystem and engineering of edge slope structure
The continuous and effective of aesthetics.The present invention closes two compared with traditional sash beam protective slope structure, by drainage channel and sash girder construction
It is one, natural rainfall is efficiently used, reduces engineering cost in construction phase of project and runtime.It is recessed to be set to draining
Vegetation above slot plants layer, can using the storage moisture raising vegetation survival rate in groove, when in rainfall lesser season,
Can by the manual watering in the top drain groove of protective slope structure, until each layer horizontal direction groove reaches water storage upper limit value, when
Water stops pouring when being left to exterior drainage system by vertical beam groove.The protective slope structure, the maintenance that can greatly extend the green plant of slope protection are poured
The period is filled, human cost has been saved.
When construction:
1. construction slope surface need to be segmented job-hopping and from top to bottom be excavated first to needing slope controlling to excavate, one is excavated
Grade i.e. implement temperature pier engineering, prevent slope failure, after carry out next stage construction.
The construction of 2.A type anchor pole 4 and Type B anchor pole 5, specific implementation step are as follows: determine that the hole location of anchor pole, drilling machine are in place, adjust
Whole angle, drilling construction, borehole cleaning, rockbolt installation, anchor bolt grouting.
3. the construction of sash crossbeam 1, sash vertical beam 2 and sash cant beam 3, specific implementation step are as follows: preparation of construction, measurement are put
Sample, foundation excavation, reinforcing bar binding, template installation, casting concrete, slope trimming.
4. the arrangement of 6 superstructure of sash cross rail top groove, specific implementation step are as follows: installation steel grid 10, paving
If the permeable geotextiles 11 of nonwoven, high water-absorption fiber rope 12 is laid, backfills planting soil 13, plants vegetable layer 14.
5. the laying of the flexible reinforcing bar protective net 18 between sash crossbeam 1, sash vertical beam 2 and sash cant beam 3.
6. the sash vertical beam top groove 7 of the sash vertical beam 2 of sash beam protective slope structure basecoat is connected to side slope bottom end
Exterior drainage system 17.
7. checking the practice of construction effect of the protective slope structure, whether sash cross rail top groove 6 is reaching after the completion of construction
When water level upper limit value, understructure is flowed to along sash crossbeam and sash vertical beam intersection notch 15, until flowing into externally drained system
System 17.
Claims (9)
1. a kind of sash beam ecological slope protection structure for having both draining and greening function, including sash crossbeam (1), sash vertical beam (2),
Sash cant beam (3), it is characterised in that: be connected sash vertical beam (2) below the sash crossbeam (1), sash vertical beam (2) lower end two-way
It is connected sash cant beam (3), sash cant beam (3) lower end is connected in sash crossbeam (1), successively constitutes sash repeatedly；In sash crossbeam
(1), sash vertical beam (2), have on sash cant beam (3) sash cross rail top groove (6), sash vertical beam top groove (7),
Planting soil (13) are arranged in sash cross rail top groove (6) in sash cant beam top groove (8), plant and plant on planting soil (13)
Tegillum (14)；It is sash vertical beam (2) in the sash bottommost that sash crossbeam (1), sash vertical beam (2), sash cant beam (3) are constituted,
Exterior drainage system (17) are connected to below the sash vertical beam (2) of bottom.
2. having both the sash beam ecological slope protection structure of draining and greening function as described in claim 1, it is characterised in that: described
Sash crossbeam (1) is anchored by the A type anchor pole (4) of bottom.
3. having both the sash beam ecological slope protection structure of draining and greening function as described in claim 1, it is characterised in that: described
Type B anchor pole (5) anchoring is arranged at bottom between sash vertical beam (2) and sash cant beam (3).
4. having both the sash beam ecological slope protection structure of draining and greening function as described in claim 1, it is characterised in that: described
It is permeable that high water-absorption fiber rope (12), steel grid (10), nonwoven are up set gradually the bottom of from sash cross rail top groove (6)
Geotextiles (11), planting soil (13).
5. having both the sash beam ecological slope protection structure of draining and greening function as claimed in claim 4, it is characterised in that: described
In sash cross rail top groove (6), there is cavity below the permeable geotextiles of nonwoven (11), high water-absorption fiber rope (12) is placed in cavity
In.
6. having both the sash beam ecological slope protection structure of draining and greening function as described in claim 1, it is characterised in that: described
Sash crossbeam bottom plate (9) is arranged at sash crossbeam (1) bottom.
7. having both the sash beam ecological slope protection structure of draining and greening function as described in claim 1, it is characterised in that: described
The position that sash cross rail top groove (6) side is connected to sash vertical beam top groove (7) has sash crossbeam and sash vertical beam to hand over
Notch (15) at boundary, sash crossbeam and sash vertical beam intersection notch (15) bottom surface are lower than steel grid (10).
8. having both the sash beam ecological slope protection structure of draining and greening function as claimed in claim 7, it is characterised in that: described
The position that sash crossbeam and sash vertical beam intersection notch (15) are attached to sash vertical beam top groove (7) is equipped with along slope structure
(16)。
9. having both the sash beam ecological slope protection structure of draining and greening function as described in claim 1, it is characterised in that: described
Sash vertical beam (2) highest point cope level that sash crossbeam (1) cope level and sash crossbeam (1) are connected is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910641337.3A CN110396983B (en) | 2019-07-16 | 2019-07-16 | Frame beam ecological slope protection structure with drainage and greening functions |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910641337.3A CN110396983B (en) | 2019-07-16 | 2019-07-16 | Frame beam ecological slope protection structure with drainage and greening functions |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110396983A true CN110396983A (en) | 2019-11-01 |
| CN110396983B CN110396983B (en) | 2024-03-19 |
Family
ID=68325704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910641337.3A Active CN110396983B (en) | 2019-07-16 | 2019-07-16 | Frame beam ecological slope protection structure with drainage and greening functions |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110396983B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288075A (en) * | 2022-07-08 | 2022-11-04 | 浙江江河建设有限公司 | Ecological bank protection of dam |
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| CN103924605A (en) * | 2014-04-25 | 2014-07-16 | 湖北工业大学 | Sash girder ecological slope protection structure and construction method thereof |
| CN203977435U (en) * | 2014-04-25 | 2014-12-03 | 湖北工业大学 | Sash beam ecological slope protection structure |
| CN205224058U (en) * | 2015-12-01 | 2016-05-11 | 四川金原工程勘察设计有限责任公司 | Sash formula terraced fields slope protection structure |
| CN109723068A (en) * | 2019-01-07 | 2019-05-07 | 浙江大学 | Rise steeply concrete frame lattice beam slope protection system and construction method are grown conducive to side slope vegetation |
| CN210621615U (en) * | 2019-07-16 | 2020-05-26 | 中国电建集团贵阳勘测设计研究院有限公司 | Have drainage and afforestation function's ecological slope protection structure of frame lattice roof beam concurrently |
-
2019
- 2019-07-16 CN CN201910641337.3A patent/CN110396983B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090000374U (en) * | 2007-07-10 | 2009-01-14 | 주식회사 케이.씨 리버텍 | Plant fertilization mat lying on the bank of the river |
| CN103924605A (en) * | 2014-04-25 | 2014-07-16 | 湖北工业大学 | Sash girder ecological slope protection structure and construction method thereof |
| CN203977435U (en) * | 2014-04-25 | 2014-12-03 | 湖北工业大学 | Sash beam ecological slope protection structure |
| CN205224058U (en) * | 2015-12-01 | 2016-05-11 | 四川金原工程勘察设计有限责任公司 | Sash formula terraced fields slope protection structure |
| CN109723068A (en) * | 2019-01-07 | 2019-05-07 | 浙江大学 | Rise steeply concrete frame lattice beam slope protection system and construction method are grown conducive to side slope vegetation |
| CN210621615U (en) * | 2019-07-16 | 2020-05-26 | 中国电建集团贵阳勘测设计研究院有限公司 | Have drainage and afforestation function's ecological slope protection structure of frame lattice roof beam concurrently |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288075A (en) * | 2022-07-08 | 2022-11-04 | 浙江江河建设有限公司 | Ecological bank protection of dam |
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| Publication number | Publication date |
|---|---|
| CN110396983B (en) | 2024-03-19 |
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