CN106836128A - Ecological slope protection structure - Google Patents
Ecological slope protection structure Download PDFInfo
- Publication number
- CN106836128A CN106836128A CN201710205400.XA CN201710205400A CN106836128A CN 106836128 A CN106836128 A CN 106836128A CN 201710205400 A CN201710205400 A CN 201710205400A CN 106836128 A CN106836128 A CN 106836128A
- Authority
- CN
- China
- Prior art keywords
- rock
- cotton board
- rock wool
- slope protection
- wool flaggy
- 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
- 239000011490 mineral wool Substances 0.000 claims abstract description 78
- 229920000742 Cotton Polymers 0.000 claims description 75
- 239000011435 rock Substances 0.000 claims description 75
- 206010058109 Hangnail Diseases 0.000 claims description 19
- 229920003023 plastic Polymers 0.000 claims description 14
- 239000004033 plastic Substances 0.000 claims description 14
- 238000013016 damping Methods 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 23
- 238000001914 filtration Methods 0.000 abstract description 14
- 238000000746 purification Methods 0.000 abstract description 6
- 241000196324 Embryophyta Species 0.000 description 8
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910001385 heavy metal Inorganic materials 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 210000004185 liver Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002786 root growth Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000013589 supplement Substances 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
- A01G2/00—Vegetative propagation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
Abstract
The invention discloses a kind of ecological slope protection structure, the soil losses of bank protection are not easily caused, also with the function to water body filtration, purification.A kind of ecological slope protection structure, including the first rock wool flaggy on domatic is fixed on, the second rock wool flaggy, the porosity of the porosity less than the second rock wool flaggy of the first rock wool flaggy are further fixed on the first rock wool flaggy.
Description
Technical field
The invention belongs to water conservancy basis side slope or the technical field of slope stability structure, a kind of ecology is concretely related to
Protective slope structure.
Background technology
Ecological revetment, be the ABC of the subjects such as integration engineering mechanics, agrology, ecology and botany to slope or
Side slope carries out supporting, the bulkhead tech of the comprehensive slope protection system that formation is made up of plant or engineering and plant.
At present, Publication No. 104179150A, the publication date Chinese invention patent application on December 03 in 2014 are disclosed
A kind of ecological slope protection structure, base foundation, bank slope arrangement concrete net ladder, riverbank top layout buffering are arranged in nearly aqua region
Area；Wherein：The stone masonry that base foundation is made for cement mortar；The horizontal plane of concrete net ladder is the concrete net knot of rhombus hollow out
Structure, rhombus engraved structure inside filling soil, kind puts herbaceous plant seed or the plantation herbaceous plant of locality；Concrete net ladder hang down
It is solid construction to face directly；The local tree and shrubs of plantation in buffering area.In the structure of this ecological revetment, although on soil
Plant plant, but soil or exposed in water body, still easily cause soil losses.
The content of the invention
It is an object of the invention to provide a kind of ecological slope protection structure, the soil losses of bank protection are not easily caused, also with to water
Body filtering, the function of purification.
In order to solve the above technical problems, the object of the present invention is achieved like this：
A kind of ecological slope protection structure, including the first rock wool flaggy on domatic is fixed on, on the first rock wool flaggy
It is further fixed on the second rock wool flaggy, the porosity of the porosity less than the second rock wool flaggy of the first rock wool flaggy.
On the basis of such scheme and as the preferred scheme of such scheme：Also laid on the second rock wool flaggy
There is permeable screed.
On the basis of such scheme and as the preferred scheme of such scheme：Also include planting groove, this kind of groove is permeable
Run through permeable screed on the thickness direction of screed and go deep into the second rock wool flaggy.
On the basis of such scheme and as the preferred scheme of such scheme：The first rock wool flaggy is by polylith first
Rock cotton board laying is formed；The second rock wool flaggy is formed by the laying of the rock cotton board of polylith second.
On the basis of such scheme and as the preferred scheme of such scheme：First rock cotton board and the second rock cotton board
Equal squarely；The vertical splicing seams that the longitudinal edge of two piece of second adjacent rock cotton board is affixed and is formed and two piece of first adjacent rock cotton board
The longitudinal edge vertical splicing seams that are affixed and are formed be staggered；The horizontal splicing that the horizontal edge of two piece of second adjacent rock cotton board is affixed and is formed
The horizontal splicing seams that seam is affixed and is formed with the horizontal edge of two piece of first adjacent rock cotton board are staggered.
On the basis of such scheme and as the preferred scheme of such scheme：The rock cotton board of polylith second is in the following manner
Fixed：Plastic wire is laid in the rock cotton board of polylith second, and plastic wire covers more than two pieces of the second rock cotton board, crab-bolt
Hammered into from plastic wire and at the net section in the second rock cotton board up to crab-bolt hammer into it is domatic.
On the basis of such scheme and as the preferred scheme of such scheme：The crab-bolt includes bolt cap and key, bolt
Body is fixedly connected with bolt cap；End on key and away from bolt cap has tip；It is distributed with along its length on key multigroup
Hangnail, obliquely upward to stretching out, each group of hangnail in the circumference of key along being distributed, and each group is fallen with several for hangnail
Thorn.
On the basis of such scheme and as the preferred scheme of such scheme：The each group of quantity of hangnail is 4.
On the basis of such scheme and as the preferred scheme of such scheme：Hangnail has the damping area of triangle.
On the basis of such scheme and as the preferred scheme of such scheme：The porosity of the first rock wool flaggy is
10-60%, the porosity of the second rock wool flaggy is 50-95%.
The present invention is prominent and beneficial compared to existing technology to be had the technical effect that：
Ecological slope protection structure of the invention, employs the structure of the first rock wool flaggy and the second rock wool flaggy, due to first
Rock wool flaggy and the second rock wool flaggy are respectively provided with the structure of hole, and the water body in such river course, lake can be by hole rapidly
In penetrating into the soil layer of bunding；In the season of arid, during the retaining in soil layer also can add to river course, lake by hole.By
It is relatively small in the porosity of the first rock wool layer, and relative to the second closer soil layer of rock wool flaggy, can so prevent soil layer
Silt pass through the first rock wool flaggy, play a part of to prevent soil erosion.Relatively large the second rock wool flaggy position of porosity
In the outside of the first rock wool flaggy, for filtering the silt in water body in case the silt in water-stop body blocks the first rock wool flaggy
Hole.There is small hole on first rock wool flaggy, biodegradable strain has the existence of stabilization, degraded environment, after filtering
Water quality is further degraded, and permanently effective, in adding to soil layer so as to the water for filtering out cleaning, it is ensured that underground water source
It is clean without contaminated.
Brief description of the drawings
Fig. 1 is overall structure diagram of the invention.
Fig. 2 is the laying structure schematic diagram of the first rock cotton board and the second rock cotton board.
Fig. 3 is the structural representation of crab-bolt.
Fig. 4 is the sectional view along Section A-A in Fig. 3.
Fig. 5 is the fixed connection structure schematic diagram of the second rock cotton board.
Specific embodiment
To make the purpose, technical scheme and advantage of the application clearer, below in conjunction with the accompanying drawing in embodiment, to reality
The technical scheme applied in example is clearly and completely described, it is clear that described embodiment is only that the application part is implemented
Example, rather than whole embodiments.Based on the embodiment for being given, those of ordinary skill in the art are not before creative work is made
The every other embodiment for being obtained is put, the scope of the application protection is belonged to.
In the description of the present application, it is to be understood that term " on ", the orientation of the instruction such as D score or position relationship be base
In orientation shown in the drawings or position relationship, it is for only for ease of and describes the application and simplify to describe, rather than instruction or hint
Signified device or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to this
The limitation of application.
In the description of the present application, term " first ", " second " etc. be only used for describe purpose, and it is not intended that indicate or
Imply relative importance or the implicit quantity for indicating indicated technical characteristic.
The invention discloses a kind of ecological slope protection structure, its can be applied to the bundings such as river, river, lake, pool it is domatic on.It is raw
State protective slope structure forms sponge structure, and in the season more than rainwater, river course, Lake Water can be penetrated into quickly in soil layer, plus
The supplement of big underground water；In the season of arid, soil horizon retaining is added in river course and lake.Furthermore, it is possible to prevent bunding soil
Earth is lost in, it is also possible to which water body is filtered, and purification can also be crossed to water body to reduce the VOC in water body, COD, heavy metal etc..
Ecological slope protection structure of the invention, including the first rock wool flaggy 1, the second rock wool flaggy 2 and permeable screed 3.Its
In, the layer structure that the first rock wool flaggy 1 is made up of the first rock cotton board 11.Second rock wool flaggy 2 is made up of the second rock cotton board 21
Layer structure.The density unit weight of the first rock cotton board is 120-220kg/ cubes.The density unit weight of the second rock cotton board be 50-
100kg/ cubes.
Needs say that the first rock wool flaggy 1 and the second rock wool flaggy 2 are respectively provided with the structure of hole.Generally, the first rock wool
Flat footpath pore size on flaggy 1 is：5-20 microns.Flat footpath pore size on second rock wool flaggy 2 is：5-40 microns.It is logical
Cross pore structure so that the first cotton rock beam layer 1 and the second rock wool flaggy 2 are respectively provided with the function of filtering.Additionally, passing through hole knot
Structure, also beneficial to the growth of biodegradable strain with the VOC in water body of degrading, COD, heavy metal.
Biodegradable strain can be derived from water body naturally occurring strain, or by manually adding on rock wool flaggy
Plus.
First rock wool flaggy 1 is fixed on domatic 10, and the second rock wool flaggy is further fixed on the first rock wool flaggy 1
2, the porosity of the porosity less than the second rock wool flaggy 2 of the first rock wool flaggy 1.
Generally, the porosity of the first rock wool flaggy is 10-60%, and the porosity of the second rock wool flaggy is 50-
95%.First rock cotton board is constituted with the second rock cotton board by the component of following mass percent：Al203 CaO MgO Ti02MnO
P205 Na20 K20 Si0215-20% 20-25% 7-12% 0.5-2% 0.01-0.5% 0.01-0.5% 0.1-3%
0.1-3% 35-55%
It should be noted that the first rock cotton board and the second rock cotton board are in the preparation, pressure is made by control, so as to obtain not
With density unit weight rock cotton board, that is to say, that preparing the small rock cotton board of density unit weight, to prepare pressure accordingly smaller, prepares close
It is larger that the big rock cotton board of degree unit weight prepares pressure accordingly.Accordingly, the small rock cotton board porosity of density unit weight also accordingly compared with
Small, the big rock cotton board porosity of density unit weight is also corresponding larger.
In concrete application, can first be carried out to domatic the 10 of bunding smooth, the first rock wool flaggy 1 is affixed with domatic 10,
In order to the fixation to the first rock wool flaggy 1 and the second rock wool flaggy 2.
The structure of hole, the water in such river course, lake are respectively provided with due to the first rock wool flaggy 1 and the second rock wool flaggy 2
Body can rapidly be penetrated into the soil layer 200 of bunding by hole；In the season of arid, the retaining in soil layer 200 can also pass through
Hole is added in river course, lake.Because the porosity of the first rock wool layer 1 is relatively small, and relative to the second rock wool flaggy 2 compared with
Near soil layer 200, can so prevent the silt of soil layer 200 through the first rock wool flaggy 1, play the work for preventing soil erosion
With.The second relatively large rock wool flaggy 2 of porosity is located at the outside of the first rock wool flaggy 1, for filtering the silt in water body
In case the silt in water-stop body blocks the hole on the first rock wool flaggy 1.There are small hole, biology drop on first rock wool flaggy 1
Solution strain has the existence of stabilization, degraded environment, and further degradation is carried out to the water quality after filtering, and permanently effective, from
And during the water for filtering out cleaning adds to soil layer 200, it is ensured that underground water source it is clean without contaminated.
Permeable screed 3 is also equipped with the second rock wool flaggy 2.Permeable screed 3 is made up of permeable mortar.Thoroughly
Water sand slurry is prior art, and I will not elaborate.
By the structure using permeable screed 3, the second rock wool flaggy 2 can use highdensity second rock cotton board 21.This
Sample, permeable screed 3 can prevent the second rock wool flaggy 2 to grow liver moss etc., so as to ensure the filtering function of the second rock wool flaggy 2.
Certainly, the second rock wool flaggy 2 can be using the second rock cotton board 21 of low-density, to be more conducive to the life of planting plants
It is long.
It is pointed out that the second rock cotton board 21 can also use exposed structure, i.e., permeable screed is not laid thereon
3.In order to preferably play the function of filtering, generally can be using the second rock cotton board 21 of low sealing.
In order to the planting plants on ecological slope protection structure, ecological slope protection structure also includes planting groove, and this kind of groove is saturating
Run through permeable screed 3 on the thickness direction of water sand pulp layer and go deep into the second rock wool flaggy 2.
Because the second rock wool flaggy 2 has larger hole, beneficial to the root growth of plant 300.
Generally, in order to ensure filtering, the purification function of ecological slope protection structure, planting groove will not run through the first rock wool flaggy.
As shown in Figure 2, the first rock wool flaggy 1 is formed by the laying of the first rock cotton board of polylith 11；Second rock wool
Flaggy 2 is formed by the laying of the second rock cotton board of polylith 21.
Bunding it is domatic larger, be generally paved with domatic 10 by the first rock cotton board of polylith 11.Likewise, being also adopted by polylith
Two rock cotton boards 21 are paved with the first rock wool flaggy 1.
For the ease of splicing, the first rock cotton board 11 and the second rock cotton board 21 are using regular shape.
Generally, the equal squarely of first rock cotton board, 11 and second rock cotton board 21.Two piece of second adjacent rock cotton board 21
The vertical splicing seams that the vertical splicing seams 210 that longitudinal edge is affixed and is formed are affixed and are formed with the longitudinal edge of two piece of first adjacent rock cotton board 11
110 are staggered；The horizontal splicing seams 211 that the horizontal edge of two piece of second adjacent rock cotton board 21 is affixed and is formed with adjacent two piece first
The horizontal splicing seams 111 that the horizontal edge of rock cotton board 11 is affixed and is formed are staggered.
As shown in Figure 2, when the second rock cotton board 21 is laid, the longitudinal edge of the second rock cotton board 21 and the first rock cotton board 11 are indulged
Side is parallel and mutually staggers, and the horizontal edge of the second rock cotton board 21 is parallel with the horizontal edge of the first rock cotton board 11 and mutually staggers, shape
Ridden in four piece of first rock cotton board 11 simultaneously into one piece of second rock cotton board 21.So, bilevel splicing seams can be staggered, no
Can be formed and be completely superposed, further ensure filtering, the purification function of ecological slope protection structure.Certainly, the second rock cotton board 21 is vertical
Side is staggered with the longitudinal edge of the first rock cotton board 11, and the horizontal edge of the second rock cotton board 21 is staggered with the horizontal edge of the second rock cotton board 11, adopts
Will not similarly be formed with this structure and be completely superposed, it is also possible to ensure filtering, the purification function of ecological slope protection structure.
As shown in Figure 5, the rock cotton board of polylith second obtains fixation in the following manner：Laid in the second rock cotton board of polylith 21
Plastic wire 4, and plastic wire 4 covers more than two pieces of the second rock cotton board 21, and crab-bolt is from plastic wire 4 and positioned at the second rock wool
Hammered at net section 41 on plate until crab-bolt 100 hammer into it is domatic.
Generally, the mesh 42 of plastic wire is larger, and crab-bolt 100 is hammered into by net section 41, can be by plastics and second
Rock cotton board 21 is formed fixes.
Plastic wire 4 can be made of PP, PVC or modified plastics material.
As shown in Fig. 3, Fig. 4, the crab-bolt 100 includes bolt cap 101 and key 102, and key 101 is fixed with bolt cap 102
Connection；End 103 on key 102 and away from bolt cap has tip；Multigroup hangnail is distributed with key 102 along its length
104, hangnail obliquely upward to stretching out, each group of hangnail 104 along being distributed in the circumference of key 102, and if each group have
Dry hangnail 104.
Puncture ability is improved by cutting-edge structure, the crab-bolt 100 is worn plastic wire 4, the second rock cotton board 21, the successively
One rock cotton board 11 is then hammered into soil layer 200.By using the structure of hangnail 104, with anti-loose function, so that crab-bolt can jail
Gu ground nail is difficult to be pulled out in soil layer.
As shown in FIG., each group of quantity of hangnail 104 is 4.It is of course also possible to be 1,2,3,5, or even
More.
In one embodiment, hangnail 104 has the damping area 105 of triangle.As shown in FIG., it is in incline that damping area 105 is
Extend obliquely, the connecting line 106 being connected with key 102 on damping area 105 circumferentially extends along key 102.Namely
Say, the damping area 105 on hangnail 104 is relatively large, and can guarantee that the intensity of hangnail in puncture process.Using with this resistance
The crab-bolt of the structure of Buddhist nun face 105, during soil layer is hammered into, hangnail 104 is extruded soil layer 200, after crab-bolt 100 is hammered into,
Soil layer diastole, at least local soil layer 200 can be covered on damping area 105 again, and whereby, crab-bolt 100 can be by firm ground nail
In soil layer 200.
Above-described embodiment is only presently preferred embodiments of the present invention, is not limited the scope of the invention according to this, therefore：It is all according to
The equivalence changes that structure of the invention, shape, principle are done, all should be covered by within protection scope of the present invention.
Claims (10)
1. a kind of ecological slope protection structure, it is characterised in that：Including the first rock wool flaggy being fixed on domatic, in first rock
The second rock wool flaggy, the porosity of the porosity less than the second rock wool flaggy of the first rock wool flaggy are further fixed on cotton flaggy.
2. ecological slope protection structure according to claim 1, it is characterised in that：Also it is equipped with the second rock wool flaggy
Permeable screed.
3. ecological slope protection structure according to claim 2, it is characterised in that：Also include planting groove, this kind of groove is in permeable sand
Run through permeable screed on the thickness direction of pulp layer and go deep into the second rock wool flaggy.
4. ecological slope protection structure according to claim 1, it is characterised in that：The first rock wool flaggy is by the rock of polylith first
The laying of cotton plate is formed；The second rock wool flaggy is formed by the laying of the rock cotton board of polylith second.
5. ecological slope protection structure according to claim 4, it is characterised in that：First rock cotton board is equal with the second rock cotton board
Squarely；The vertical splicing seams that the longitudinal edge of two piece of second adjacent rock cotton board is affixed and is formed and two piece of first adjacent rock cotton board
The vertical splicing seams that longitudinal edge is affixed and is formed are staggered；The horizontal splicing seams that the horizontal edge of two piece of second adjacent rock cotton board is affixed and is formed
The horizontal splicing seams for being affixed and being formed with the horizontal edge of two piece of first adjacent rock cotton board are staggered.
6. ecological slope protection structure according to claim 5, it is characterised in that：The rock cotton board of polylith second is obtained in the following manner
Must be fixed：Lay plastic wire in the rock cotton board of polylith second, and plastic wire covers more than two pieces of the second rock cotton board, crab-bolt from
Hammered on plastic wire and at the net section in the second rock cotton board until crab-bolt hammer into it is domatic.
7. ecological slope protection structure according to claim 6, it is characterised in that：The crab-bolt includes bolt cap and key, key
It is fixedly connected with bolt cap；End on key and away from bolt cap has tip；Be distributed with along its length on key it is multigroup fall
Thorn, obliquely upward to stretching out, each group of hangnail in the circumference of key along being distributed, and each group is fallen with several for hangnail
Thorn.
8. ecological slope protection structure according to claim 7, it is characterised in that：The each group of quantity of hangnail is 4.
9. ecological slope protection structure according to claim 7, it is characterised in that：Hangnail has the damping area of triangle.
10. ecological slope protection structure according to claim 1, it is characterised in that：The porosity of the first rock wool flaggy is
10-60%, the porosity of the second rock wool flaggy is 50-95%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710205400.XA CN106836128A (en) | 2017-03-31 | 2017-03-31 | Ecological slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710205400.XA CN106836128A (en) | 2017-03-31 | 2017-03-31 | Ecological slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836128A true CN106836128A (en) | 2017-06-13 |
Family
ID=59141816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710205400.XA Pending CN106836128A (en) | 2017-03-31 | 2017-03-31 | Ecological slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836128A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107333600A (en) * | 2017-07-14 | 2017-11-10 | 重庆市永川区佳诚食用菌种植专业合作社 | A kind of diaphragm laying apparatus of edible fungus culturing |
| CN110258448A (en) * | 2019-06-21 | 2019-09-20 | 中交三航(重庆)生态修复研究院有限公司 | A kind of ecological protection layer of bank slope near water |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB704279A (en) * | 1951-10-16 | 1954-02-17 | Evan Owen Williams | Improvements in and relating to waterproof concrete structures |
| JP2000140787A (en) * | 1998-11-04 | 2000-05-23 | World Engineering Kk | Cut-off protecting construction of slope |
| JP2002188131A (en) * | 2000-12-21 | 2002-07-05 | Kajima Corp | Ecosystem conserving porous concrete structure and ecosystem conserving structure using the same |
| CN101831889A (en) * | 2010-05-05 | 2010-09-15 | 河海大学 | Anti-seismic combination slab for earth and rockfill dam and construction method thereof |
| KR20150024980A (en) * | 2013-08-27 | 2015-03-10 | 한국건설기술연구원 | River Bank Protection Structure using Polyurethane Coating Porous Aggregate and Mat, and Method for Constructing thereof |
| CN104452667A (en) * | 2014-11-26 | 2015-03-25 | 禹顺生态建设有限公司 | River channel reinforced retaining wall structure and construction method thereof |
-
2017
- 2017-03-31 CN CN201710205400.XA patent/CN106836128A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB704279A (en) * | 1951-10-16 | 1954-02-17 | Evan Owen Williams | Improvements in and relating to waterproof concrete structures |
| JP2000140787A (en) * | 1998-11-04 | 2000-05-23 | World Engineering Kk | Cut-off protecting construction of slope |
| JP2002188131A (en) * | 2000-12-21 | 2002-07-05 | Kajima Corp | Ecosystem conserving porous concrete structure and ecosystem conserving structure using the same |
| CN101831889A (en) * | 2010-05-05 | 2010-09-15 | 河海大学 | Anti-seismic combination slab for earth and rockfill dam and construction method thereof |
| KR20150024980A (en) * | 2013-08-27 | 2015-03-10 | 한국건설기술연구원 | River Bank Protection Structure using Polyurethane Coating Porous Aggregate and Mat, and Method for Constructing thereof |
| CN104452667A (en) * | 2014-11-26 | 2015-03-25 | 禹顺生态建设有限公司 | River channel reinforced retaining wall structure and construction method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 郭世荣主编: "无土栽培学", 北京：中国农业出版社, pages: 148 - 150 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107333600A (en) * | 2017-07-14 | 2017-11-10 | 重庆市永川区佳诚食用菌种植专业合作社 | A kind of diaphragm laying apparatus of edible fungus culturing |
| CN110258448A (en) * | 2019-06-21 | 2019-09-20 | 中交三航(重庆)生态修复研究院有限公司 | A kind of ecological protection layer of bank slope near water |
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