CN106120648A - A kind of reinforcement protection filtration material - Google Patents
A kind of reinforcement protection filtration material Download PDFInfo
- Publication number
- CN106120648A CN106120648A CN201610634872.2A CN201610634872A CN106120648A CN 106120648 A CN106120648 A CN 106120648A CN 201610634872 A CN201610634872 A CN 201610634872A CN 106120648 A CN106120648 A CN 106120648A
- Authority
- CN
- China
- Prior art keywords
- skeleton
- reinforcement protection
- filtration material
- latch closure
- protection filtration
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
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)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
This application discloses a kind of reinforcement protection filtration material, the geotextiles fitted with skeleton including latticed skeleton and at least one of which and be connected；Connect on described skeleton and have multiple latch closure for colligation counterweight.Technical scheme according to the embodiment of the present application, by connecting latch closure on skeleton, again by counterweight colligation on latch closure, make capable to be delivered in uniformly on skeleton by latch closure, thus reach whole reinforcement protection filtration material uniform stressed, it is possible to the problem solving to cause reinforcement protection filtration material easily to tear fracture because of unbalance stress；Additionally due to framing structure is stable and scale error is little, therefore can shift to an earlier date the position needing colligation counterweight and connect latch closure, be not required to job site and connect latch closure so that constructing more convenient, cost is lower.
Description
Technical field
Present application relates generally to hydraulic engineering technical field, be specifically related to a kind of riverbed, riverbank, sea wall and coast environmental protection material
Material, particularly relates to a kind of reinforcement protection filtration material.
Background technology
In order to alleviate current, riverbed, riverbank, sea wall and seashore are washed away and soil erosion, need to lay thereon reinforcement
Protection filtration material.Existing reinforcement protection filtration material is generally soft raft.Soft raft is to process soft base skill at geotextile
A kind of riverbed, riverbank, sea wall and the coast environmental protection material extended out in art, the nineties in last century, is used in the Changjiang river
Downstream and Estuary navigation channel regulation and riverbank and coast environmental protection engineering.Over more than 20 year, numerous design and construction engineering staffs are to software
The structure of row and form of construction work etc. did many research and inquirement, but there is no bigger improvement.
Existing soft raft generally comprises and is positioned at lower section and is layed in the arrangement of both sides, riverbed and proportional spacing is arranged in isostere
The upper ring set made for the reinforced bands of colligation mass.Reinforced bands is sewed in isostere, and counterweight colligation is in reinforced bands
On.The fracture elongation of reinforced bands is at 3%-5%, and the elongation percentage of arrangement is more than 20%, Gu whole isostere only has reinforced bands to exist
Stress, isostere does not stresses, thus in work progress often due to discontinuity and occur rupture isostere or tear isostere
Phenomenon.Additionally, due to reinforced bands needs manual sewing, error is relatively big, needs to enter according to construction fact in soft raft job site
Row sewing, causes production and construction very complicated, and cost is high.
Summary of the invention
In view of drawbacks described above of the prior art or deficiency, it is desirable to provide a kind of uniform force, it is difficult to tear or fracture
Reinforcement protection filtration material.
The present invention provides a kind of reinforcement protection filtration material, fits including latticed skeleton and at least one of which with skeleton and connects
The geotextiles connect；Connect on described skeleton and have multiple latch closure for colligation counterweight.
The technical scheme provided according to the embodiment of the present application, by connecting latch closure, then by counterweight colligation at ring on skeleton
Buckle so that power is delivered on skeleton uniformly by latch closure, thus reaches whole reinforcement protection filtration material uniform stressed, energy
Enough problems solving to cause reinforcement protection filtration material easily to tear fracture because of unbalance stress；Additionally due to framing structure is stable and chi
Very little error is little, therefore can shift to an earlier date the position needing colligation counterweight and connect latch closure, be not required to job site and connect latch closure so that construction
More convenient, reduce cost.Further, according to some embodiment of the application, fitted with geotextiles view picture by skeleton, reinforcement
The optional position of protection filtration material can connect latch closure, and the most various counterweights all can individually connect, moreover it is possible to realization is many
Plant combinations of weights to connect so that reinforcement protection filtration material global design planning is more reasonable, and better protecting effect, cost is lower.
Accompanying drawing explanation
By the detailed description that non-limiting example is made made with reference to the following drawings of reading, other of the application
Feature, purpose and advantage will become more apparent upon:
Fig. 1 is the reinforcement protection filtration material structural representation that certain embodiments of the invention provide；
Fig. 2 is the reinforcement protection filtration material structural representation that certain embodiments of the invention provide；
Fig. 3 is the reinforcement protection filtration material decomposing schematic representation that certain embodiments of the invention provide.
In figure: 1, skeleton；2, geotextiles；3, latch closure.
Detailed description of the invention
With embodiment, the application is described in further detail below in conjunction with the accompanying drawings.It is understood that this place is retouched
The specific embodiment stated is used only for explaining related invention, rather than the restriction to this invention.It also should be noted that, in order to
It is easy to describe, accompanying drawing illustrate only and invent relevant part.
It should be noted that in the case of not conflicting, the embodiment in the application and the feature in embodiment can phases
Combination mutually.Describe the application below with reference to the accompanying drawings and in conjunction with the embodiments in detail.
Refer to Fig. 1, it illustrates the reinforcement protection filtration material structural representation that some embodiments of the invention provide.
As it is shown in figure 1, the present embodiment provides a kind of reinforcement protection filtration material, including latticed skeleton 1 and one layer and bone
The geotextiles 2 that frame 1 is fitted and connected；Connect on skeleton 1 and have multiple latch closure 3 for colligation counterweight.
Geotextiles 2 protection reverse filter effect, latch closure 3 is for colligation counterweight, and skeleton 1 is used for supporting whole reinforcement protection anti-filter
Material, increases intensity, and is connected with geotextiles 2, latch closure 3 respectively, and the gravity of counterweight etc. is forced through latch closure 3 and is delivered to skeleton 1
On, and then it is evenly transferred to whole reinforcement protection filtration material by skeleton 1, it is to avoid owing to causing reinforcement protection because of unbalance stress
Filtration material easily tears fracture；Additionally due to skeleton 1 Stability Analysis of Structures and scale error are little, therefore can shift to an earlier date in needs colligation counterweight
Position connect latch closure 3, be not required to job site connect latch closure 3 so that construct more convenient, reduce cost.
Concrete, counterweight is the one in rubble bag counterweight, sand hill counterweight, husky rib counterweight or concrete interlocking block counterweight
Or multiple combination；Latch closure 3 is arranged on skeleton 1 relevant position independently of each other according to counterweight kind and required lashing location.
Due to the separate installation of latch closure 3, geotextiles 2 is fitted with skeleton 1 view picture, i.e. on view picture reinforcement protection filtration material
Latch closure 3 the most all can be freely installed, therefore can be with the various counterweight of colligation and the combination of various counterweight, it is achieved the optimum of counterweight sets
Meter.In the prior art, by reinforced bands colligation counterweight, the counterweight such as husky rib must extend (i.e. at width along soft raft width
Degree direction does not allow splicing), and reinforced bands must be able to extend along soft raft length direction for load-bearing, i.e. at whole length direction
Lashing location is unified, fixing, it is impossible to adapt to the different lashing locations of multiple counterweight (if husky rib counterweight is bar shaped cloth
Put, need each row's colligation point in both sides；Concrete interlocking block counterweight needs every block concrete block 4 colligation points all around).
The reinforcement protection that some embodiments of the invention provide is respectively illustrated please further refer to Fig. 2 and Fig. 3, Fig. 2 and Fig. 3
Filtration material structural representation and exploded view.
In a preferred embodiment, latch closure 3 is metal latch closure, and intensity is high, good combination property.
In a preferred embodiment, latch closure 3 is enclosed within skeleton 1.It is socketed more more reliable than direct fixed connection, connects
Intensity is bigger, is not easily disconnected from.
In a preferred embodiment, the mesh form of skeleton 1 is square.In more embodiments, the mesh shape of skeleton 1
Shape can also be rectangle, rhombus, triangle, oval or circular.
In a preferred embodiment, skeleton 1 is plastic grid, fiber mesh or stainless steel metal grid.
In a preferred embodiment, skeleton is fibrage grid, and intensity is good, flexible.
In a preferred embodiment, the plastic grid that after skeleton 1 is plastic plate punching, vertical bidirectional orientation stretching obtains again.
Macromole is stretched and more or less proper alignment by orientation stretching, then is cooled into the structure fixed under tension, improves
The intensity in orientation stretching direction and some other performances.
In a preferred embodiment, latch closure 3 is enclosed within skeleton 1 and is parallel to the grid lines of reinforcement protection filtration material length direction
On.Skeleton 1 stress is mainly derived from the downslide component of the gravity of counterweight, along reinforcement protection filtration material length direction, therefore ring
Button 3 is enclosed within skeleton 1 grid lines of length direction, and skeleton 1 junction point stress is along orientation stretching direction, and intensity is higher；Additionally, with
It is connected to skeleton 1 grid node compare, is connected on grid lines to have certain activity space, when concrete interlocking block specification
Trace can be done time irregular adjust, be allowed to smooth colligation.In some embodiments of the invention, latch closure can also be enclosed within and be parallel to
On the grid lines of reinforcement protection filtration material width or on grid node.
In a preferred embodiment, geotextiles 2 is connected by bonding way is fixing with skeleton 1.At more preferred embodiments
In, geotextiles 2 by knitting, be anchored, welding or fasten connects be connected fixing with skeleton 1.
In some preferred embodiments, geotextiles 2 is the one in woven geotextile, braided geotextile, non-woven geotextile
Or multiple combination.
In a preferred embodiment, geotextiles 2 two-layer altogether, it is connected to skeleton 1 both sides；Latch closure 3 pierces through wherein one layer
Geotextiles (the geotechnological layer of cloth i.e. contacted with counterweight) is connected on skeleton 1.
In a preferred embodiment, that layer of geotextiles 2 (geotextiles 2 i.e. contacted with counterweight) that latch closure pierces through is woven soil
Work cloth or braided geotextile, intensity is high, and wearability is good, and protective is good；Another layer of geotextiles 2 is non-woven geotextile, anti-filter performance
Good.
Above description is only the preferred embodiment of the application and the explanation to institute's application technology principle.People in the art
Member should be appreciated that invention scope involved in the application, however it is not limited to the technology of the particular combination of above-mentioned technical characteristic
Scheme, also should contain in the case of without departing from described inventive concept simultaneously, above-mentioned technical characteristic or its equivalent feature carry out
Combination in any and other technical scheme of being formed.Such as features described above has similar merit with (but not limited to) disclosed herein
The technical scheme that the technical characteristic of energy is replaced mutually and formed.
Claims (14)
1. a reinforcement protection filtration material, it is characterised in that include that latticed skeleton and at least one of which and skeleton are fitted and connect
The geotextiles connect；Connect on described skeleton and have multiple latch closure for colligation counterweight.
Reinforcement protection filtration material the most according to claim 1, it is characterised in that described counterweight is rubble bag counterweight, sand
One or more combinations in bag counterweight, husky rib counterweight or concrete interlocking block counterweight；Described latch closure is according to described counterweight kind
Class and required lashing location and be arranged on described skeleton relevant position independently of each other.
Reinforcement protection filtration material the most according to claim 2, it is characterised in that described latch closure is metal latch closure.
Reinforcement protection filtration material the most according to claim 1, it is characterised in that described latch closure is enclosed within described skeleton.
Reinforcement protection filtration material the most according to claim 4, it is characterised in that the mesh form of described skeleton is square
Shape, rectangle, rhombus, triangle, oval or circular.
Reinforcement protection filtration material the most according to claim 5, it is characterised in that described skeleton is plastic grid, fiber
Grid or stainless steel metal grid.
Reinforcement protection filtration material the most according to claim 6, it is characterised in that described skeleton is fibrage grid.
Reinforcement protection filtration material the most according to claim 6, it is characterised in that described skeleton be after plastic plate punching again
The plastic grid that orientation stretching obtains.
Reinforcement protection filtration material the most according to claim 8, it is characterised in that it is parallel that described latch closure is enclosed within described skeleton
On the grid lines of described reinforcement protection filtration material length direction, it is parallel to described reinforcement protection filtration material width
On grid lines or on grid node.
Reinforcement protection filtration material the most according to claim 9, it is characterised in that described latch closure is enclosed within described frame body plan
Row is on the grid lines of described reinforcement protection filtration material length direction.
11. reinforcement protection filtration materials according to claim 1, it is characterised in that described geotextiles passes through knitting, anchor
Connect, bonding, welding or fasten connects be connected fixing with skeleton.
12. reinforcement protection filtration materials according to claim 1, it is characterised in that described geotextiles be woven geotextile,
One or more combinations in braided geotextile, non-woven geotextile.
13. according to the reinforcement protection filtration material described in any one of claim 1-12, it is characterised in that described geotextiles totally two
Layer, is connected to described skeleton both sides；Described latch closure pierces through wherein one layer of described geotextiles and is connected on described skeleton.
14. reinforcement protection filtration materials according to claim 13, it is characterised in that described in that layer that described latch closure pierces through
Geotextiles is woven geotextile or braided geotextile, and another layer of geotextiles is non-woven geotextile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610634872.2A CN106120648A (en) | 2016-08-05 | 2016-08-05 | A kind of reinforcement protection filtration material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610634872.2A CN106120648A (en) | 2016-08-05 | 2016-08-05 | A kind of reinforcement protection filtration material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106120648A true CN106120648A (en) | 2016-11-16 |
Family
ID=57254664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610634872.2A Pending CN106120648A (en) | 2016-08-05 | 2016-08-05 | A kind of reinforcement protection filtration material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106120648A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2605301Y (en) * | 2003-03-27 | 2004-03-03 | 上海航道勘察设计研究院 | Concrete interlocked block soft configuration |
| JP2007051517A (en) * | 2005-08-19 | 2007-03-01 | Kanto Regional Development Bureau Ministry Of Land Infrastructure & Transport | Construction method for forming inclined plane reinforced by external protection material |
| CN101698990A (en) * | 2009-10-20 | 2010-04-28 | 中国水电顾问集团华东勘测设计研究院 | Assembled protective slope structure and construction method thereof |
| CN103422470A (en) * | 2013-08-28 | 2013-12-04 | 郭岳 | Geotextile reinforced protecting reverse filtering material and reinforced reverse filtering and bridge pier protecting construction methods thereof |
| CN104594290A (en) * | 2014-12-23 | 2015-05-06 | 重庆交通大学 | Soft mattress sinking construction method |
| CN104846780A (en) * | 2015-05-22 | 2015-08-19 | 南京长江河道工程建设处 | Concrete block tied soft geogrid mattress |
-
2016
- 2016-08-05 CN CN201610634872.2A patent/CN106120648A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2605301Y (en) * | 2003-03-27 | 2004-03-03 | 上海航道勘察设计研究院 | Concrete interlocked block soft configuration |
| JP2007051517A (en) * | 2005-08-19 | 2007-03-01 | Kanto Regional Development Bureau Ministry Of Land Infrastructure & Transport | Construction method for forming inclined plane reinforced by external protection material |
| CN101698990A (en) * | 2009-10-20 | 2010-04-28 | 中国水电顾问集团华东勘测设计研究院 | Assembled protective slope structure and construction method thereof |
| CN103422470A (en) * | 2013-08-28 | 2013-12-04 | 郭岳 | Geotextile reinforced protecting reverse filtering material and reinforced reverse filtering and bridge pier protecting construction methods thereof |
| CN104594290A (en) * | 2014-12-23 | 2015-05-06 | 重庆交通大学 | Soft mattress sinking construction method |
| CN104846780A (en) * | 2015-05-22 | 2015-08-19 | 南京长江河道工程建设处 | Concrete block tied soft geogrid mattress |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101796249B (en) | Shape-retention-type hoisting rectangular parallelepiped bag | |
| BR0318564B1 (en) | "DOUBLE TORTION WIRE PROTECTIVE SCREEN WITH HEXAGONAL MESHES AND PROTECTIVE STRUCTURE". | |
| KR100795040B1 (en) | A fixing device of a rock mat with nature rocks | |
| JP2016079646A (en) | Revetment structure | |
| JP6986649B1 (en) | How to install a futon basket | |
| CN206220051U (en) | A kind of reinforcement protection filtration material | |
| CN106120648A (en) | A kind of reinforcement protection filtration material | |
| CN205382463U (en) | Quick concatenation formula geotechnique adds anti - filter media of muscle protection material | |
| KR101959724B1 (en) | Silt protector structure using fiber gabion and construction method thereof | |
| KR20120093152A (en) | Connection device for a reinforced earth structure, and related structure and method | |
| CN206562594U (en) | Reinforcement protection filtration material and mixed mud interlocking segment counterweight reinforcement protection filtration material | |
| CN206220052U (en) | Reinforcement protection filtration material | |
| JP2010106514A (en) | Rockfall preventive guard structure | |
| CN106284210A (en) | Reinforcement protection filtration material and processing method thereof | |
| JP2010196460A (en) | Slope protecting method, and net-body and slope protecting structure used in the method | |
| KR20200017997A (en) | Multifunctional Fiber Gabion | |
| KR101380941B1 (en) | The eco-friendly stone mattress for protecting riverbank and sloping surface | |
| JP4115422B2 (en) | Protective fence | |
| JP4702700B2 (en) | Overtopping prevention device | |
| CN106381839A (en) | Reinforced protection anti-filtration material and concrete interlocking block weighted reinforced protection anti-filtration material | |
| JPWO2018042470A1 (en) | Falling object capture net | |
| WO2021229205A1 (en) | Improvements in and relating to erosion prevention | |
| KR20140106943A (en) | Assembly type block for wave dissipation | |
| JP2011214298A (en) | Permeable sand-preventing sluice | |
| JP6962218B2 (en) | Float solar system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161116 |