CN207469269U - A kind of hydraulic engineering High strength geogrid structure class ecological revetment - Google Patents

A kind of hydraulic engineering High strength geogrid structure class ecological revetment Download PDF

Info

Publication number
CN207469269U
CN207469269U CN201721282859.1U CN201721282859U CN207469269U CN 207469269 U CN207469269 U CN 207469269U CN 201721282859 U CN201721282859 U CN 201721282859U CN 207469269 U CN207469269 U CN 207469269U
Authority
CN
China
Prior art keywords
strength geogrid
infiltration
strength
geogrid
rigid
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.)
Expired - Fee Related
Application number
CN201721282859.1U
Other languages
Chinese (zh)
Inventor
王瑶
Original Assignee
王瑶
张军杰
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 王瑶, 张军杰 filed Critical 王瑶
Priority to CN201721282859.1U priority Critical patent/CN207469269U/en
Application granted granted Critical
Publication of CN207469269U publication Critical patent/CN207469269U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of hydraulic engineering High strength geogrid structure class ecological revetments, including side slope body, blotter, High strength geogrid rigid body layer and divot, rigid body layer is formed after High strength geogrid and native hardcore grinding compacting, after blotter grinding compacting, it is laid with infiltration drainpipe and High strength geogrid rigid body layer, embedded anchor pole lays bearing High strength geogrid structure according to reticular structure, and form infiltration drainage pipeline with infiltration drainpipe, finally flow into gutter, divot is laid on High strength geogrid rigid body layer, and neatly it is laid with turf according to the grid that embedded termination point of anchor rod is formed.The utility model has many advantages, such as that laying speed is fast, ecological afforestation, economical and efficient, the serious problems such as soil erosion, slight slope body slump caused by infiltration drainage pipeline can effectively solve the problem that osmosis.

Description

A kind of hydraulic engineering High strength geogrid structure class ecological revetment
Technical field
The utility model is related to irrigation and water conservancy fields, and in particular to a kind of hydraulic engineering High strength geogrid structure class ecology Bank protection.
Background technology
At present, ecological revetment is since it prevents erosion, reduce slopes pore water pressure, rainfall interception, reducing erosion, Grogs is controlled to be lost in, improves the important function such as environment in hydraulic engineering using more and more extensive.But due to the pattern of bank protection It is varied, it is to pile up to form or pour using reinforced cement concrete using stone in many cases, not only takes When it is laborious, waste a large amount of concrete reinforcement material, and be unfavorable for the procreation of green plants, poor visual effect.
China is more for ecological revetment research, and existing ecological vestige is also gradually ripe and perfect, but many raw The layering of state bank protection pattern soil layer is more, and complicated, the protective slope structure form for the design separately having is simple, it is impossible to ensure structure Overall stability and safety or even generation serious consequence.
Utility model content
Purpose of utility model:It is easily flowed the purpose of this utility model is that endangering the serious, soil body for existing slopes infiltration water Lose, come down easy avalanche the problems such as, provide that a kind of ecological afforestation, drainage effect be good, protective slope structure of economical and efficient, pass through high-strength soil The collective effects such as work cell compartment rigid body layer, infiltration drainpipe, embedded anchor pole, solve seepage in underground to slight slope body using drainage pipeline Damaging effect, prevention slopes generate slump, the severe accident such as avalanche.
Technical solution:A kind of hydraulic engineering High strength geogrid structure class ecological revetment, including side slope body, blotter, High strength geogrid rigid body layer and divot, the High strength geogrid rigid body layer are located at blotter top, native hardcore with High strength geogrid forms rigid body layer after mutually filling grinding compacting, and infiltration drainpipe is located at blotter and High strength geogrid Between rigid body layer, embedded anchor pole lays bearing High strength geogrid structure, and ooze with infiltration drainpipe formation according to reticular structure Water drainage pipeline, the subsurface wastewater infiltration system water that is flowed out by infiltration drainage pipeline of gutter discharge, on the High strength geogrid rigid body layer Divot is laid with, and turf is neatly laid with according to the grid that embedded termination point of anchor rod is formed.
Further, the geotechnological band that the High strength geogrid is 10cm for the width with three-D space structure, band Between connected by ultrasonic bonding mode.
Further, the circle that 9 a diameter of 2cm are distributed with close to end position from top to bottom for the embedded anchor pole side is oozed Water hole, opposite side is corresponding with the 9th round water seepage hole to lay an infiltration drainpipe access port.
Further, the infiltration drainpipe is using PVC structures, and be connected the netted infiltration draining system of composition with embedded anchor pole System.
Further, gutter is the step water conservancy diversion concrete structure towards slight slope body direction, and a step height × width is 0.5m × 0.5m, is 1m apart from bottom of slope ground elevation, and infiltration drainpipe is connected with a step structure.
Further, High strength geogrid item takes rectangle infiltration hole of the distribution by two groups of length × height=1cm × 2cm.
Advantageous effect:New Geosynthetics -- High strength geogrid is made jointly with soil body filler for the utility model introduction With rigid body layer is formed, globality, stability and intensity are preferable, have laying speed fast, ecological afforestation, save a large amount of concrete, The advantages that economical and efficient;High strength geogrid rigid body layer upper strata is laid with divot, and High strength geogrid, embedded anchor pole and row Caused by waterpipe drainage pipeline efficiently solves osmosis the problems such as soil erosion, slight slope body slump, have conserve water and soil, The meaning of greening and environmental protection.
Description of the drawings
Fig. 1 is the overall structure figure of the utility model;
Fig. 2 is anchor structure and oozes discharge structure figure;
Fig. 3 is High strength geogrid and anchor pole overall structure figure;
Diagram:1. side slope body;2. it is embedded in anchor pole;3. gutter;4. blotter;5. divot;6. High strength geogrid Rigid body layer;7. permeate drainpipe;8. termination point of anchor rod;9. water seepage hole;10. permeate drainpipe access port;11. High strength geogrid; 12. cell compartment permeability hole.
Specific embodiment
The utility model is described in detail below, but the scope of protection of the utility model is not limited to the implementation Example.
Embodiment:A kind of hydraulic engineering High strength geogrid structure class ecological revetment, as shown in Figure 1,2 and 3, including side slope Body 1, blotter 4, divot 5 and High strength geogrid rigid body layer 6.
After side slope body 1 breaks face leveling, cleaning, be laid with blotter 4, and arrange embedded anchor pole 2, treat intensity reach specification or After standard design strength, the water seepage hole 9 of termination point of anchor rod 8 and infiltration drainpipe access port 10 are closed on according to embedded anchor pole 2, laying is oozed Saturating drainpipe 7, infiltration drainpipe 7 are arranged according to the square net that the length of side is 1m, according to the arrangement of infiltration drainpipe 7 into The excavation in row gutter 3 and build.High strength geogrid provides supporting force by embedded anchor pole 2 and acts on, and embedded geotechnical grid Inside, for arrangement as shown in figure 3, High strength geogrid space is filled using earth material, grinding compacting reaches design strength requirement Form High strength geogrid rigid body layer 6 afterwards, termination point of anchor rod 8 is located at 6 surface of High strength geogrid rigid body layer, divot laying according to 8 length of side of termination point of anchor rod is that the square of 1m is arranged.
It is easy for construction, by the cuff from bottom to top of High strength geogrid 11 as shown in figure 3, after the completion of embedded anchor pole 2 is laid with On embedded anchor pole 2 so that termination point of anchor rod 8 is higher by more than 11 High strength geogrid, facilitates the laying for carrying out divot 5, high Strong geotechnical grid 11 takes the rectangle infiltration hole that two groups of length × height=1cm × 2cm are distributed with, and realizes between geotechnical grid thin The osmosis of grain soil and water, 11 three-D space structure of High strength geogrid can preferably be combined between 5 root system of divot, In favor of conserving water and soil.

Claims (6)

1. a kind of hydraulic engineering High strength geogrid structure class ecological revetment, it is characterised in that:Including side slope body, blotter, High strength geogrid rigid body layer and divot, the High strength geogrid rigid body layer are located at blotter top, native hardcore with High strength geogrid forms rigid body layer after mutually filling grinding compacting, and infiltration drainpipe is located at blotter and High strength geogrid Between rigid body layer, embedded anchor pole lays bearing High strength geogrid structure, and ooze with infiltration drainpipe formation according to reticular structure Water drainage pipeline, the subsurface wastewater infiltration system water that is flowed out by infiltration drainage pipeline of gutter discharge, on the High strength geogrid rigid body layer Divot is laid with, and turf is neatly laid with according to the grid that embedded termination point of anchor rod is formed.
2. a kind of hydraulic engineering High strength geogrid structure class ecological revetment according to claim 1, it is characterised in that:Institute The geotechnological band that High strength geogrid is 10cm for the width with three-D space structure is stated, passes through ultrasonic bonding between band Mode connects.
3. a kind of hydraulic engineering High strength geogrid structure class ecological revetment according to claim 1, it is characterised in that:Institute State the round water seepage hole that 9 a diameter of 2cm are distributed with close to end position from top to bottom for embedded anchor pole side, opposite side and the 9th A circle water seepage hole is corresponding to lay an infiltration drainpipe access port.
4. a kind of hydraulic engineering High strength geogrid structure class ecological revetment according to claim 1, it is characterised in that:Institute Infiltration drainpipe is stated using PVC structures, be connected the netted infiltration drainage system of composition with embedded anchor pole.
5. a kind of hydraulic engineering High strength geogrid structure class ecological revetment according to claim 1, it is characterised in that:Row Ditch is the step water conservancy diversion concrete structure towards slight slope body direction, and a step height × width is 0.5m × 0.5m, apart from bottom of slope Ground elevation is 1m, and infiltration drainpipe is connected with a step structure.
6. a kind of hydraulic engineering High strength geogrid structure class ecological revetment according to claim 1, it is characterised in that:It is high Strong geotechnical grid item takes rectangle infiltration hole of the distribution by two groups of length × height=1cm × 2cm, and the number of permeability hole is 6.
CN201721282859.1U 2017-10-01 2017-10-01 A kind of hydraulic engineering High strength geogrid structure class ecological revetment Expired - Fee Related CN207469269U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721282859.1U CN207469269U (en) 2017-10-01 2017-10-01 A kind of hydraulic engineering High strength geogrid structure class ecological revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721282859.1U CN207469269U (en) 2017-10-01 2017-10-01 A kind of hydraulic engineering High strength geogrid structure class ecological revetment

Publications (1)

Publication Number Publication Date
CN207469269U true CN207469269U (en) 2018-06-08

Family

ID=62267514

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721282859.1U Expired - Fee Related CN207469269U (en) 2017-10-01 2017-10-01 A kind of hydraulic engineering High strength geogrid structure class ecological revetment

Country Status (1)

Country Link
CN (1) CN207469269U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110366986A (en) * 2019-08-22 2019-10-25 深圳市如茵生态环境建设有限公司 The plant generating layer structure and restoration methods of mine pollution barren rock stockyard slope vegetation restoration
CN111501788A (en) * 2020-04-20 2020-08-07 招商局重庆交通科研设计院有限公司 Vegetation anchor rod slope fixing structure and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110366986A (en) * 2019-08-22 2019-10-25 深圳市如茵生态环境建设有限公司 The plant generating layer structure and restoration methods of mine pollution barren rock stockyard slope vegetation restoration
CN111501788A (en) * 2020-04-20 2020-08-07 招商局重庆交通科研设计院有限公司 Vegetation anchor rod slope fixing structure and method

Similar Documents

Publication Publication Date Title
CN103031836B (en) A kind of method of building road on new hydraulically filled sludge ground fast
CN203429597U (en) Anti-underwashing protection slope structure for downstream river channel of hydropower plant
CN207469269U (en) A kind of hydraulic engineering High strength geogrid structure class ecological revetment
CN102080381B (en) Method for managing landslip of side slope landslide for transformer substation
CN205035768U (en) Enrockment concrete permeable dike
CN103334450B (en) Construction method of pile precast slab retaining wall with drainage ditch
CN108385707A (en) It is a kind of basic for the rigid-flexible mechanical arm of Deep Thick Soft Ground Area sluice and pumping plant
CN204151796U (en) A kind of reinforcement eco-concrete bank protection
CN107761668B (en) Coastal shore reservoir land-building type revetment structure and construction method thereof
AU2016228704A1 (en) Hard road construction method for natural groundwater recharge
CN203594009U (en) Novel farmland drainage ditch
CN111321700B (en) Overflowing energy dissipation type ecological bank protection method for anti-scouring and anti-landslide barrier plugs
CN106703053A (en) Construction method for reinforced soil drainage composite revetment structure
CN201778330U (en) Clay water-stop curtain wall
CN204475263U (en) A kind of ecological slope protection structure being adapted to river course, sandy soil district
CN103953008B (en) A kind of modified mixed dam being applicable to Tailings Dam
CN203129163U (en) Reinforcing framework structure for dam foundation
CN207714258U (en) Dike structure suitable for muck foundation
CN103195077B (en) A kind of dam foundation reinforcement frame structure and stabilization of dam foundation method
CN203602980U (en) Flake rubble stack reinforced soil composite embankment structure
CN206352302U (en) A kind of protective slope structure
CN206607548U (en) A kind of protective slope structure of Channel slope
CN207092011U (en) A kind of water conservancy ecosystem system
CN102953353B (en) Microbial river embankment reinforcement ecological slope protection technology
CN205917649U (en) River bank slope protection structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180608

Termination date: 20191001