CN109235365A - A kind of self-locking ecological revetment brick construction method - Google Patents
A kind of self-locking ecological revetment brick construction method Download PDFInfo
- Publication number
- CN109235365A CN109235365A CN201811268466.4A CN201811268466A CN109235365A CN 109235365 A CN109235365 A CN 109235365A CN 201811268466 A CN201811268466 A CN 201811268466A CN 109235365 A CN109235365 A CN 109235365A
- Authority
- CN
- China
- Prior art keywords
- self
- slope
- terron
- prefabricated section
- construction method
- 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
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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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)
- Revetment (AREA)
Abstract
The invention patent discloses a kind of self-locking ecological revetment brick construction method, the construction method includes: that prefabricated section is laid with: being uniformly laid with the sand gravel of 8 ~ 12cm, prefabricated section is then laid on sand gravel, prefabricated section masonry carries out from bottom to top, it is close between masonry, with the levelling tension of levelling line, sand gravel and prefabricated section flatness are checked；Terron is bottom-up to be paved, and closely knit, slope leveling is abutted；Concrete construction including tooth socket, anchoring beam, is beared down on one and the construction in gutter；Grass planting: it is uniform that grass seeds mixes native mix, broadcasts sowing rear earthing, thickness of earth covering at least 0.2cm, after earthing, surface covers one layer of degradable Air Filter, and degradation cycle is 3~4 months, Air Filter is pounded using timber to be fixed into the soil body, and Air Filter connecting portion overlap joint is no less than 10cm.The present invention provides a kind of self-locking ecological revetment brick construction methods using sandy gravel and interlocked block revetment, not only improve the growth of the microorganism and aquatic organism of self-cleaning action, protect water quality, increase ecological effect.
Description
Technical field
The invention patent belongs to hydraulic engineering technical field, and in particular to a kind of self-locking ecological revetment brick construction method.
Background technique
Nowadays, common slope protection form is concrete lining plate and stone masonry slope protection, such as project of South-to-North water diversion using existing
Pouring concrete draws Huang and enters Ji benefit shallow lake engineering Henan Section slope protection form using the cast-in-place concrete of 10cm thickness or 30cm stone masonry shield
Slope.As people increasingly pay attention to ecological riverway, in the slope protection works of river regulation, grass-planting ecological brick has obtained answering extensively
With.Since grass-planting ecological brick is laid with along slope, brick face is substantially parallel with slope surface, and the soil of hollow part filling is in inclined-plane state,
Consider that grass planting influences, banketing cannot be compacted.It before forming lawn, is easily washed away in rainfall, causes grass-seed to be flushed away, water
Soil flow loses and a large amount of slide slope disease regulation, recovery project；It is everlasting also to block river, increase river and drainage system
Dredging cost；Surface soil is exposed, easily generation fugitive dust, keeps air dirty, pollutes environment, also harmful to human body.North China Plain soil
Earth is mostly sand soil, and above-mentioned drawback is particularly acute.
Summary of the invention
It is easily washed it is an object of the invention to the ecological revetment brick rainfall for overcoming the prior art to construct and causes water
Soil flow is lost, blocking river, pollutes the disadvantages of environment and provide a kind of using the self-locking of sandy gravel and interlocked block revetment ecology
Revetment brick construction method, the construction method guarantee that original water resistance coefficient is constant, not only improve microorganism and the water of self-cleaning action
The growth of biology protects water quality, side slope is also protected not washed away, corrode by flowing water, increases ecological effect.
To achieve the goals above, The technical solution adopted by the invention is as follows: a kind of self-locking ecological revetment brick construction party
Method, the construction method include:
1) prefabricated section is laid with: after slope surface finishing, being carried out sand gravel laying, is first carried out construction survey unwrapping wire, along dike line side
To driving piles respectively at the slope foot of each section, middle part, top of the slope position, and mark sand every 5 ~ 15 meters of arrangements, one control section
Gravel, prefabricated section and self-locking type terron position are uniformly laid with the sand gravel of 8 ~ 12cm, are then laid on sand gravel prefabricated
Block, prefabricated section masonry carries out from bottom to top, close between masonry, with the levelling tension of levelling line, checks that sand gravel and prefabricated section are smooth
Degree；
2) terron is laid with: according to the terron thickness marked on timber, with levelling line, hanging wire is exceptionally straight in length and breadth, is laid with first layer grass
Skin brick, when laying, with the frame of mallet tap self-locking type terron, terron is uneven, should pick up pad soil again and make real, it is necessary to make
Terron shakes in solid slope stability, nothing, and terron is bottom-up to be paved, and abuts closely knit, slope leveling；
3) concrete is constructed, and including tooth socket, anchoring beam, is beared down on one and the construction in gutter；
A, tooth socket: being arranged longitudinal tooth socket, prevent slope surface prefabricated section from gliding, play a supporting role at the prefabricated section revetment slope foot of canal slope,
Tooth socket is put in storage using chute, and poker vibrator vibrates；
B, it anchors beam, bear down on one and gutter: laterally setting anchoring beam and slope drainage ditch on canal slope, at interlaced arrangement, it is spaced 80 ~
120m anchors 3 ~ 5m parting processing in interval on beam；The adjustment of parting position is aligned with prefabricated section splicing seams；
4) grass planting: it is uniform that grass seeds mixes native mix, broadcasts sowing rear earthing, is carried out earthing 2 times or more with drag sealer, thickness of earth covering is at least
0.2cm, after earthing, surface covers one layer of degradable Air Filter, and degradation cycle is 3~4 months, Air Filter using timber pound into
The soil body is fixed, and Air Filter connecting portion overlap joint is no less than 10cm.
Prefabricated section and terron are using soil, natural gum, organic fertilizer, graphite tailing and solid waste as primary raw material, brick
Block air penetrability is at least up to 10%.
Prefabricated section is I-shaped structure, is successively laid with from bottom to top, is checked using guiding ruler, spelled in time between prefabricated section
Seam should be less than 5mm, prevents filter material to be washed and takes out of.
The center of terron offers the through-hole of at least one Turf Culture, and protrusion is arranged in two sides of every piece of terron
Groove is arranged in block, other two side, and protruding block is matched with groove size, and the protruding block of adjacent terron is closely pasted with groove
It closes and realizes seamless interfacing, form self-locking type terron.
Basal plane finishing is consistent with the finishing of prefabricated section slope protection, hanging wire or checks base's elevation with measuring instrument, uneven place,
It bankets and makes real.
Anchoring beam construction includes template installation, concreting, and template uses plank sheathing, carried on the back with 5cm × 10cm lumps of wood
Band, basal plane are inserted 22 reinforcing bar of φ and are fixed, length 50cm, and separately again using muscle is plugged, diagonal brace is reinforced；Concrete chute is put in storage, artificial flat
Storehouse, darby strike off, and are vibrated using vibration board and vibrating spear.
A sprinkling maintenance is carried out after grass planting in 24 hours, is sprayed and is supported using artificial sprayer sprinkling maintenance or sprinkling truck
Shield squirts 5 ~ 10cm of soil, and one day sprinkling maintenance 2 times guarantees that canal slope is wet, until germination, 20 days after germination, guarantee 2 ~
It is once sprinkled water to lawn within 3 days, until at lawn.
The good effect that technical solution of the present invention generates is as follows: self-locking ecological revetment brick of the present invention is by interlocking prefabricated section
It is constituted with terron, interlocked block slope protection is used below the cross-section of river, guarantees that original water resistance coefficient is constant, and then guarantee to design
Outlet capacity more than the cross-section of river uses self-locking type terron, increases ecological effect.
Sandy gravel+prefabricated section revetment is used on the following canal slope of the cross-section of river, building block bottom is arranged tooth socket and reinforces, improves and stablize
Property.The every 100m of ecological revetment brick is staggered one of anchoring beam or slope drainage ditch.Prefabricated section+terron has not only improved self-cleaning
The growth of the microorganism and aquatic organism of effect protects water quality, side slope is also protected not washed away, corrode by flowing water.It is more than the cross-section of river
It is laid with using terron, setting is beared down on one at the top of revetment, and gutter is arranged in canal top, is washed away to reduce rainwater to canal slope.Grass planting
It is suitable for spring to carry out, after grass-seed sowing, spreads one layer of degradable Air Filter, degradation cycle is 3~4 months.Air Filter can both be consolidated
Soil, and fugitive dust can be prevented, also have both beautiful effect.Degradable to Air Filter, lawn has been formed.
Self-locking type terron makes to be laid with simple between terron and fit closely, and stabilization is more preferable.
Prefabricated section and terron with soil, natural gum, organic fertilizer, graphite tailing, solid waste etc. for primary raw material,
So that building materials waste material is reused, secondary pollution will not be generated to environment.Secondly, there is porous structure, brick air penetrability is high
Up to 10%, moisture is enable to rapidly permeate into underground, be conducive to water circulation, purifying water body improves water environment.It can be mentioned for the growth of grass-seed
For environment, when it is built the outer layer in building, so that building is become green unique landscape, be conducive to adjust earth's surface temperature
Degree and humidity keep air fresh；Tropical island effect is reduced simultaneously, and good gas permeability reduces air pollution, also has and inhales
Receive the function of noise.Surface layer compression strength is big, different shapes, has great importance to protection urban ecological environment.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that prefabricated section of the present invention is laid with.
Fig. 2 is the structural schematic diagram of self-locking type terron of the present invention.
Fig. 3 is the schematic side view of self-locking ecological revetment brick of the present invention.
Fig. 4 is the schematic front view of self-locking ecological revetment brick of the present invention.
It is marked in figure are as follows: 1, prefabricated section；2, terron；3, sand-gravel cushion；4, levee crown gutter；5, tooth socket；6, it anchors
Beam；7, slope drainage ditch；8, bear down on one.
Specific embodiment
With reference to the accompanying drawing and specific embodiment carries out further self-locking ecological revetment brick construction method of the invention
The illustration and description on ground.
A kind of self-locking ecological revetment brick construction method, as shown in Figure 1,2,3, 4, construction technology process are as follows: surveying setting-out
The clear base of → slope surface → whole slope → prefabricated section laying → self-locking type terron laying → concrete construction → grass planting.Specific steps are as follows:
(1) surveying setting-out: setting-out is measured using total station first, slope protection range line is determined according to design drawing unwrapping wire.
(2) the clear base of slope surface: all sundries, stone, rubbish removing are transported, and transport to designated place within the scope of engineering construction
It is discarded.
(3) whole slope: after clear base, slope protection grading can be carried out, design requirement gradient unwrapping wire is pressed first, using anti-
It shovels excavator and excavates finishing, when progress backacter cuts slope, more than foundation plane stay the protective layer of 10cm thickness, manually use spade
It is purged.It for needing fill section, is backfilled using the slope cubic metre of earth earthwork is cut, when backfill puts step layering and carries out, Bu Nengshun
Slope paves, and cannot locally be tamped using artificial backfill with frog hammer using mechanical backfill position, compacted coefficient satisfaction is set
Count drawing requirement.
(4) prefabricated section 1 is laid with: after slope surface modifies acceptance(check), can be carried out the laying of sand-gravel cushion 3, first be constructed
Surveying setting-out, along dike line direction, every 10 meters of arrangements, one control section, at the slope foot of each section, middle part, top of the slope position point
It does not drive piles, and marks sand gravel, prefabricated section position, tensed with nylon wire, check sand gravel and prefabricated section flatness.
Paving mode is as shown in fig. 1.When being laid with 10cm sand-gravel cushion, sand gravel transports channel side slopes to dumper,
It puts upside down to channel side slopes, is manually uniformly paved 10cm with spade.Prefabricated section is completed with self-unloading tricycle, and concrete precast block is by people
Work is constructed, and is built concrete precast block and is built using a big work, the persons' composition with two unskilled labourers.Prefabricated section is I-shaped
Type structure, prefabricated section are laid in slope inner close fitting, and prefabricated section masonry carries out from bottom to top, and the prefabricated section of lower layer, which is laid with, to be completed
Afterwards, it is laid with upper layer, the length of half of the prefabricated section that is staggered between adjacent two layers prefabricated section is laid with, and is realized between upper layer and lower layer prefabricated section
Closed butt joint, the piece width between contiguous prefabricated piece are not more than 5mm, and close between blockwork, surface should keep smooth, beautiful
It sees.
(5) self-locking type terron 2 is laid with:
The structure of self-locking type terron is as shown in Figure 2, and the through hole that four turfs are planted is arranged in the center of self-locking type terron,
Three apertures are arranged in surrounding, and planting soil, the adjacent two sides setting two of self-locking type terron can be poured into through hole and aperture
Two grooves are arranged in a protruding block, other two sides adjacent, and protruding block and groove can realize adjacent self-locking type grass with seamless interfacing
Self-locking docking between skin brick, protruding block are the wide structure in the narrow outside in inside, and edges and corners are circular arc setting, not only locking effect
It is good, and arc transition docking is more convenient.
Basal plane finishing is consistent with the finishing of prefabricated section slope protection, hanging wire or checks base's elevation with measuring instrument, uneven place,
It bankets and makes real.According to the self-locking type terron thickness that timber marks, with cotton rope, hanging wire is exceptionally straight in length and breadth, is first laid with first layer ornamental slab for paving the floor,
When laying, manual handling self-locking type terron will be put down gently when carrying, putting, with the frame of mallet tap hollow brick, such as self-locking type
Terron is uneven, should pick up pad soil again and make real, and is not allowed to hollow brick bottom plug loosened soil or the hard material of support, it is necessary to keep self-locking type careless
In solid slope stability, without shaking, self-locking type terron is bottom-up to be paved skin brick, and self-locking type terron must assure that snap fastener
Closely, against closely knit, slope leveling beauty.
(6) concrete is constructed, including anchoring beam 6, tooth socket 5, is beared down on one and gutter:
A, tooth socket: being arranged longitudinal tooth socket, prevent slope surface prefabricated section from gliding, play a supporting role at the prefabricated section revetment slope foot of canal slope,
Tooth socket is put in storage using chute, and poker vibrator vibrates；
B, beam and slope drainage ditch 7 are anchored:
Beam and slope drainage ditch interlaced arrangement are anchored on canal slope, together every 100m setting, anchor deck-siding 40cm, thick 26cm；Slope
Face drains furrow width 1m, and deep 50cm, 10cm are thick.Parting is arranged in interval 4m on anchoring beam, slope drainage ditch, and parting position is fine-tuning,
It is aligned with prefabricated section piece.
1) template is installed, and template uses plank sheathing, makees harness with 5cm × 10cm lumps of wood, basal plane inserts 22 reinforcing bar stent of φ
Plate；
2) concreting, concrete chute are put in storage, and are manually closed a position, and darby strikes off, and are vibrated using vibrating spear；Specifically pour process
It is as follows:
1. concrete answers timely chute to put in storage after transporting to the scene of pouring, manually close a position, darby strikes off, and vibrating spear vibrates；
2. receipts face is smoothed out using artificial after vibrator jolt ramming, until surface glows cement slurry, to accomplish light outside interior reality,
Phenomena such as corner angle are clearly demarcated, and surface is without honeycomb, pitted skin, sand holes, blistering, cracking；
3. concrete striking time is advisable with not damaging finished product concrete, equal concretes reach initial set after demoulding, and then plastics are used in watering in time
Film covering curing；
4. concrete curing；According to temperature situation, 10~20h after concreting, artificial sprinkling maintenance after gunnysack covering,
General continuous maintenance 28d or more.
C, bear down on one 8, levee crown gutter 4:
Canal section inland dike top row ditch is beared down on one and when tooth socket is constructed, artificial to carry out the smooth cleaning of basal plane, using plank sheathing, by 6m3It is mixed
Solidifying native tank vehicle is transported to construction site, directly puts in storage and pours.50 vibrator of φ vibrates, and the artificial concrete that carries out bears down on one receipts face.
Concreting, concrete chute are put in storage, and are manually closed a position, and darby strikes off, and are vibrated using vibrating spear.Concrete
It is laid with along pouring.Same storehouse number pours unsuitable interval, such as because of mechanical breakdown reason interval, the time is no more than 60-
90min。
(6) grass planting:
Grass seeds selects bermudagrass grass, and it is uniform that grass seeds mixes native mix, broadcasts sowing rear earthing, artificial broadcast after Yichuan, summer, autumn rain.Grass seeds
It is required that:
1) quality of seed: quality refers to two aspects: first is that purity, second is that germination percentage.It generally requires purity 98% or more, sends out
Bud rate is 85% or more.
2) seed treatment: to improve germination percentage, achieve the purpose that seedling is complete, robust seedling, grass-seed soaked in 1 ~ 2 day prior to seeding.
3) application rate: grass seeds broadcasts sowing density 40kg/hm2As every square meter 4.0g.
Sowing:
1) it selects calm or gentle breeze weather to carry out, is manually sown in entire slope surface with hand, from top to bottom, Bian Sabian is moved back, and is guaranteed
The grass-seed amount of broadcasting sowing 4g/ ㎡.
2) earthing 2 times or more after planting, are carried out with drag sealer, thickness of earth covering 0.2cm.
3) after earthing, in ecological revetment brick sash after overburden soil, surface covers one layer of degradable three needles Air Filter, Air Filter
It is pounded using timber and is fixed into the soil body, timber spacing 5m × 5m, Air Filter connecting portion overlap joint is no less than 10cm.
3) sprinkling maintenance is carried out in 24 hours, using artificial sprayer sprinkling maintenance or sprinkling truck sprinkling maintenance, spray
5 ~ 10cm of wet soil earth, one day sprinkling maintenance 2 times guarantee that canal slope is wet, until germination, 20 days after germination, guarantee 2 ~ 3 days right
Lawn is once sprinkled water, until at lawn.
The problem of should be noted that in work progress:
(1) prefabricated section, self-locking type terron overall leveling, rule, thickness are uniform, and upstream face should have certain consistency and light
Damp degree, for guarantee joining quality, prefabricated section, self-locking type terron finished product keep surrounding it is neat, clean, smooth, should not be bonded
Fine particle；To prevent canal slope soil body fine grained and the fine grain loss of filter material, it is desirable that prefabricated section splicing seams block should be less than
5mm.(2) prefabricated section, the requirement of self-locking type terron concrete strength are guaranteed.(3) guarantee anchoring beam, tooth socket, bear down on one and gutter
Quality, anchoring beam, tooth socket, bear down on one and the quality in gutter have to the stability of self-locking type ecological revetment brick it is very important
It influences.(4) during grass planting maintenance, the coverage condition of Air Filter is observed, exposed section is covered in time, is fixed.During strong wind, rainfall
Increase inspection dynamics.
Claims (7)
1. a kind of self-locking ecological revetment brick construction method, the construction method include:
1) prefabricated section is laid with: after slope surface finishing, being carried out sand gravel laying, is first carried out construction survey unwrapping wire, along dike line side
To driving piles respectively at the slope foot of each section, middle part, top of the slope position, and mark sand every 5 ~ 15 meters of arrangements, one control section
Gravel, prefabricated section and self-locking type terron position are uniformly laid with the sand gravel of 8 ~ 12cm, are then laid on sand gravel prefabricated
Block, prefabricated section masonry carries out from bottom to top, close between masonry, with the levelling tension of levelling line, checks that sand gravel and prefabricated section are smooth
Degree；
2) terron is laid with: according to the terron thickness marked on timber, with levelling line, hanging wire is exceptionally straight in length and breadth, is laid with first layer grass
Skin brick, when laying, with the frame of mallet tap self-locking type terron, terron is uneven, should pick up pad soil again and make real, it is necessary to make
Terron shakes in solid slope stability, nothing, and terron is bottom-up to be paved, and abuts closely knit, slope leveling；
3) concrete is constructed, and including tooth socket, anchoring beam, is beared down on one and the construction in gutter；
A, tooth socket: being arranged longitudinal tooth socket, prevent slope surface prefabricated section from gliding, play a supporting role at the prefabricated section revetment slope foot of canal slope,
Tooth socket is put in storage using chute, and poker vibrator vibrates；
B, it anchors beam, bear down on one and gutter: laterally setting anchoring beam and slope drainage ditch on canal slope, at interlaced arrangement, it is spaced 80 ~
120m anchors 3 ~ 5m parting processing in interval on beam；The adjustment of parting position is aligned with prefabricated section splicing seams；
4) grass planting: it is uniform that grass seeds mixes native mix, broadcasts sowing rear earthing, is carried out earthing 2 times or more with drag sealer, thickness of earth covering is at least
0.2cm, after earthing, surface covers one layer of degradable Air Filter, and degradation cycle is 3~4 months, Air Filter using timber pound into
The soil body is fixed, and Air Filter connecting portion overlap joint is no less than 10cm.
2. a kind of self-locking ecological revetment brick construction method according to claim 1, it is characterised in that: prefabricated section and turf
For brick using soil, natural gum, organic fertilizer, graphite tailing and solid waste as primary raw material, brick air penetrability is at least up to 10%.
3. a kind of self-locking ecological revetment brick construction method according to claim 1, it is characterised in that: prefabricated section is I-shaped
Type structure is successively laid with from bottom to top, is checked in time using guiding ruler, piece should be less than 5mm between prefabricated section, prevent anti-filter
Material, which is washed, to be taken out of.
4. a kind of self-locking ecological revetment brick construction method according to claim 1, it is characterised in that: the center of terron
The through-hole of at least one Turf Culture is offered, protruding block, the setting of other two side is arranged in two sides of every piece of terron
Groove, protruding block are matched with groove size, and the protruding block and groove of adjacent terron fit closely realization seamless interfacing, are formed
Self-locking type terron.
5. a kind of self-locking ecological revetment brick construction method according to claim 1, it is characterised in that: basal plane finishing with it is pre-
The finishing of clamp dog slope protection is consistent, hanging wire or checks base's elevation with measuring instrument, and uneven place bankets and makes real.
6. a kind of self-locking ecological revetment brick construction method according to claim 1, it is characterised in that: anchoring beam construction packet
Template installation, concreting are included, template uses plank sheathing, makees harness with 5cm × 10cm lumps of wood, it is solid that basal plane inserts 22 reinforcing bar of φ
Fixed, length 50cm, separately again using muscle is plugged, diagonal brace is reinforced；Concrete chute is put in storage, and is manually closed a position, and darby strikes off, and uses plate
Vibrator and vibrating spear vibrate.
7. a kind of self-locking ecological revetment brick construction method according to claim 1, it is characterised in that: 24 hours after grass planting
Sprinkling maintenance of interior progress squirts 5 ~ 10cm of soil using artificial sprayer sprinkling maintenance or sprinkling truck sprinkling maintenance, and one day
Sprinkling maintenance 2 times, guarantee that canal slope is wet, until germination, 20 days after germination, guarantees once to sprinkle water to lawn in 2 ~ 3 days,
Until at lawn.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811268466.4A CN109235365A (en) | 2018-10-29 | 2018-10-29 | A kind of self-locking ecological revetment brick construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811268466.4A CN109235365A (en) | 2018-10-29 | 2018-10-29 | A kind of self-locking ecological revetment brick construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109235365A true CN109235365A (en) | 2019-01-18 |
Family
ID=65078910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811268466.4A Pending CN109235365A (en) | 2018-10-29 | 2018-10-29 | A kind of self-locking ecological revetment brick construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109235365A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004956A (en) * | 2019-05-15 | 2019-07-12 | 长江岩土工程总公司（武汉） | Make and use the bank protecting method of revetment brick |
| CN110965562A (en) * | 2019-11-30 | 2020-04-07 | 桂林理工大学 | Ecological recovery system for field planting of slope protection plants |
| CN112474790A (en) * | 2020-10-27 | 2021-03-12 | 江西农业大学 | Water and soil conservation ecological restoration method for rare earth tailings |
| CN112921889A (en) * | 2021-04-12 | 2021-06-08 | 吉林建筑科技学院 | Fabricated concrete stepped honeycomb-shaped shore anti-erosion structure |
| CN114319393A (en) * | 2022-01-24 | 2022-04-12 | 浙江世润建创科技发展有限公司 | Prefabricated interlocking block ecological slope protection with assembled embedded anchoring beams and construction method |
| CN115217129A (en) * | 2022-08-15 | 2022-10-21 | 中国十七冶集团有限公司 | Construction method of high slope protection locking block |
| CN115467293A (en) * | 2022-10-24 | 2022-12-13 | 江苏山水环境建设集团股份有限公司 | Interlocking precast concrete block canal construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544460A (en) * | 2015-12-29 | 2016-05-04 | 深圳市福田建安建设集团有限公司 | Construction method of cast-in-situ planting type ecological concrete slope protection |
| CN105951676A (en) * | 2016-06-21 | 2016-09-21 | 长江勘测规划设计研究有限责任公司 | Interlocked wave-resistance protection slope precast block system and construction method |
| CN106759108A (en) * | 2016-12-19 | 2017-05-31 | 重庆大学 | A kind of ecological interlocking bank protection plants raw brick and preparation method thereof |
| CN207047806U (en) * | 2017-08-14 | 2018-02-27 | 江苏省水利工程科技咨询股份有限公司 | A kind of irrigation canal ecological slope protection structure |
| CN108677871A (en) * | 2018-05-28 | 2018-10-19 | 南昌工程学院 | A kind of construction method of assembled grass planting concrete precast block and its ecological revetment |
-
2018
- 2018-10-29 CN CN201811268466.4A patent/CN109235365A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544460A (en) * | 2015-12-29 | 2016-05-04 | 深圳市福田建安建设集团有限公司 | Construction method of cast-in-situ planting type ecological concrete slope protection |
| CN105951676A (en) * | 2016-06-21 | 2016-09-21 | 长江勘测规划设计研究有限责任公司 | Interlocked wave-resistance protection slope precast block system and construction method |
| CN106759108A (en) * | 2016-12-19 | 2017-05-31 | 重庆大学 | A kind of ecological interlocking bank protection plants raw brick and preparation method thereof |
| CN207047806U (en) * | 2017-08-14 | 2018-02-27 | 江苏省水利工程科技咨询股份有限公司 | A kind of irrigation canal ecological slope protection structure |
| CN108677871A (en) * | 2018-05-28 | 2018-10-19 | 南昌工程学院 | A kind of construction method of assembled grass planting concrete precast block and its ecological revetment |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004956A (en) * | 2019-05-15 | 2019-07-12 | 长江岩土工程总公司（武汉） | Make and use the bank protecting method of revetment brick |
| CN110965562A (en) * | 2019-11-30 | 2020-04-07 | 桂林理工大学 | Ecological recovery system for field planting of slope protection plants |
| CN112474790A (en) * | 2020-10-27 | 2021-03-12 | 江西农业大学 | Water and soil conservation ecological restoration method for rare earth tailings |
| CN112921889A (en) * | 2021-04-12 | 2021-06-08 | 吉林建筑科技学院 | Fabricated concrete stepped honeycomb-shaped shore anti-erosion structure |
| CN114319393A (en) * | 2022-01-24 | 2022-04-12 | 浙江世润建创科技发展有限公司 | Prefabricated interlocking block ecological slope protection with assembled embedded anchoring beams and construction method |
| CN115217129A (en) * | 2022-08-15 | 2022-10-21 | 中国十七冶集团有限公司 | Construction method of high slope protection locking block |
| CN115467293A (en) * | 2022-10-24 | 2022-12-13 | 江苏山水环境建设集团股份有限公司 | Interlocking precast concrete block canal construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109235365A (en) | A kind of self-locking ecological revetment brick construction method | |
| CN107558480B (en) | The construction method of the reinforced ecological slope protection structure of roadbed three-dimensional water discharge | |
| CN104652360B (en) | Vegetation bag ecological slope protection construction method and vegetation bag rainwater treatment system | |
| CN103774616B (en) | From the Ecological Retaining Wall construction method that embedded block is built by laying bricks or stones | |
| CN103669291B (en) | The construction method of articulated revetment brick bank protection | |
| CN109403267A (en) | A kind of cast-in-place green concrete of nutrition hole type and its construction method | |
| CN201746828U (en) | Geogrid enclosed type reinforced road embankment | |
| CN103603316A (en) | Ecological cement and geocell combination slope protection technology | |
| CN109356177A (en) | One kind is for the steady layer slope protection system of side slope water and soil conservation soil and laying method | |
| CN107653758A (en) | Laterite bound edge wind-blown sand fill subgrade construction method | |
| CN108999058A (en) | A kind of construction method of chinampa | |
| CN112544350A (en) | Construction method for protecting side slope of ecological grass planting roadbed in geocell | |
| CN210031857U (en) | Ecological embankment side slope structure | |
| CN111593748A (en) | Ecological protection structure of broken rock abrupt slope and construction method thereof | |
| CN108222036A (en) | A kind of ecology flexible water drainage ditch and its construction method | |
| CN110552322A (en) | Flat-laying type slope protection structure utilizing river channel silt cleaning materials and construction method thereof | |
| CN115839067A (en) | Construction technology for constructing side green roadbed side slope on highway side in silt region | |
| CN215759072U (en) | Ecological slope protection structure of scour prevention | |
| CN114635432A (en) | Construction method of composite ecological slope protection of foundation pit | |
| CN209703526U (en) | A kind of ecological slope protection structure | |
| CN211446421U (en) | Structure for controlling settlement of high-liquid limit soil high-fill roadbed | |
| CN114108561A (en) | Plant-growing concrete slope protection and construction process thereof | |
| CN208379542U (en) | A kind of low water level building blocks for bank protection construction structure | |
| CN111593747A (en) | Permanent side slope ecological concrete pouring process | |
| CN106917408B (en) | A kind of slope shoulder building stones gap sprinkling irrigation concrete construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 450001 No. 59 Lianhua street, hi tech Development Zone, Henan, Zhengzhou Applicant after: China Power Construction Eleventh Bureau Engineering Co., Ltd. Applicant after: SINOHYDRO Bureau 11 Co., Ltd. Address before: 450001 No. 59 Lianhua street, hi tech Development Zone, Henan, Zhengzhou Applicant before: China Hydropower eleventh Engineering Bureau (Zhengzhou) Co., Ltd. Applicant before: SINOHYDRO Bureau 11 Co., Ltd. |
|
| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190118 |
|
| RJ01 | Rejection of invention patent application after publication |