CN206256435U - A kind of reinforcement draining pad - Google Patents
A kind of reinforcement draining pad Download PDFInfo
- Publication number
- CN206256435U CN206256435U CN201621311608.7U CN201621311608U CN206256435U CN 206256435 U CN206256435 U CN 206256435U CN 201621311608 U CN201621311608 U CN 201621311608U CN 206256435 U CN206256435 U CN 206256435U
- Authority
- CN
- China
- Prior art keywords
- engagement
- woven fabrics
- reinforcement
- drainpipe
- layer
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of reinforcement draining pad, including non-woven fabrics, geogrids layer, drainpipe, reinforced bar net, engagement lock, engagement are buckled；Reinforced bar net is wound in geogrids layer and certain thickness rectangle is formed, it is drainpipe between polyester grid layer and non-woven fabrics, the compact discharge arranged side by side of drainpipe, the hole and draining tube wall that reinforcement line bypasses polyester grid layer are finally secured to non-woven fabrics, the side engagement lock of polyester grid layer and non-woven fabrics, engagement lock is hollow cuboid, and engagement lock opposite side is detained for engagement.Advantage of the present utility model：From water penetration, vegetation property, economy, globality, drainage, it is to avoid excessive water alluvial causes the soil body weak and limp, causes the security incidents such as landslide.
Description
Technical field
The utility model is related to a kind of reinforcement material, more precisely, being a kind of reinforcement draining pad.
Background technology
Roman reed soil mass consolidation builds Tiber's river levee；The Dujiang weir of China also once uses the plant twigs of the chaste tree, bamboo cage
Etc. being reinforced, to improve the resistance to overturning of building.The Great Wall and Dujiang weir are built using plant reinforcement material
Form, withstood natural and man-made calamities for thousands of years, it is as the same so far to play a role.Straw, wheat straw are also used in modern China
Mix " house with tamped clay walls " house that soil is barricaded as.So, different engineering materials is used cooperatively, to improve the overall steady of structures
It is qualitative, it is the widely used technological means of the mankind since ancient times.
Before and after the fifties in last century, foreign countries start to carry out engineering reinforcement using " geosynthetics ", at present, geotechnique's synthesis
Material is substantial amounts of to be applied to engineering construction field.Wherein, GSZ is largely adopted in the departments such as highway in China, water conservancy
Consolidated subsoil.Geotechnological grid is mainly used in as reinforcement material fills soil layer, typically in slope retaining wall, Roadbed Soil
Layering laying application.GSZ mainly plays reinforcement and constraint solid particle relative movement in the soil body, meanwhile, it is also
The soil stress of muscle material both sides can be made to be evenly distributed, a range of soil body around it is subject to " indirectly reinforcing " effect,
Strengthen the globality and rigidity of soil.
The utility model provides a kind of economical and practical, can realize soil reinforcement, and combine the grip of vegetation, it is to avoid soil paralysis
Soft landslide.
The content of the invention
The utility model is for solution high intensity reinforcement and can be merged with natural vegetation, there is provided a kind of reinforcement draining pad.
The technical solution of the utility model is：A kind of reinforcement draining pad, including non-woven fabrics, geogrids layer, drainpipe, plus
Muscle net, engagement lock, engagement are buckled.Wound in geogrids layer and reinforced bar net and form certain thickness rectangle, polyester grid layer and nothing
It is drainpipe between spinning cloth, the compact discharge arranged side by side of drainpipe, reinforcement line bypasses the hole and draining tube wall of polyester grid layer most
The side engagement lock of non-woven fabrics, polyester grid layer and non-woven fabrics is fixed on eventually, and engagement lock is hollow cuboid, engagement lock opposite side
For engagement is detained, engagement button is the cuboid identical with lock hollow space size is engaged.The engagement button is polyester material, its upper end
Once it is made through extruding with polyester grid, lower end is fixed on non-woven fabrics side for Inner hook types.The engagement lock is polyester material, its
Upper end is once made with polyester grid through extruding, and lower end is fixed on non-woven fabrics side for Inner hook types.Directly engagement button is slided into and is connect
Closing lock can complete the splicing of adjacent reinforcement draining pad, relatively conventional scene splicing, more firmly, simple to operate.
The reinforced bar net is helically wound supreme, and is mutually wound with adjoining spiral, and this mode can give plant
The enough spaces of rhizome are growing.
The geogrids layer is the Plastics Geogrids of biaxial tension, and 5m wide, length can cut as needed.
The drainpipe is pvc pipe winding pipe, and its tube wall wall body is provided with concave convex texture, is easy to the winding of reinforcement line, it is ensured that
Its steadiness, a diameter of 0.5cm-1.5cm of drainpipe.
The non-woven fabrics 5m wide, length can cut as needed.Wide cut is larger to reduce splicing, so that time-consuming and people
Power.
Advantage of the present utility model：From water penetration：The hole of reinforced bar net, the row of the pore water that is conducive to banketing after structure
Go out, reduce soil body Pore Pressure, it is ensured that the shearing strength of the soil body, be conducive to the stabilization of total；Meanwhile, save biography
The correlative charges of the pumping equipment needed for system retaining structure, reduces the overall cost of structure.
Vegetation property：The pore water of reinforcement draining pad creates condition for water body flow, realizes the nature of water and the soil body
Exchange, what this made vegetation is grown to serve as reality naturally, after a period of time, structure be really achieved harmony naturally.
Economy：Reinforcement draining pad protection works are made up of steel wire net cage plus inserts, low cost, in soil property, ground
Protection works are built in the poor location in basis, can reduce a large sum of expense of basement process, more embody its cheap superiority.
Globality：Simple splicing, fastness is good, and globality is strong.
Drainage：The setting of drainpipe causes that soil is that water body can be stored in drainpipe in experience heavy rain even flood
And discharge, it is to avoid excessive water alluvial causes the soil body weak and limp, causes the security incidents such as landslide.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of reinforcement draining pad of the present utility model.
Fig. 2 is the cross section structure schematic diagram of reinforcement draining pad.
Fig. 3 is the structural representation of geogrids layer.
Fig. 4 is the structural representation of drainpipe.
Wherein, 1. non-woven fabrics, 2. geogrids layer, 3. drainpipe, 4. reinforced bar net, 5. engagement lock, 6. engagement buckle.
Specific embodiment
1-3 is described in detail to preferred embodiment of the present utility model below in conjunction with the accompanying drawings, so that of the present utility model
Advantages and features can be easier to be readily appreciated by one skilled in the art, so as to make apparent to protection domain of the present utility model
Clearly define.
A kind of reinforcement draining pad, including non-woven fabrics 1, geogrids layer 2, drainpipe 3, reinforced bar net 4, engagement lock 5, engagement are buckled
6.Reinforced bar net 4 is wound in geogrids layer 2 and certain thickness rectangle is formed, is draining between polyester grid layer and non-woven fabrics 1
Pipe 3, the compact discharge arranged side by side of drainpipe 3, the hole and the tube wall of drainpipe 3 that reinforcement line bypasses polyester grid layer is finally secured to nonwoven
The side engagement lock 5 of cloth 1, polyester grid layer and non-woven fabrics 1, engagement lock 5 is hollow cuboid, and engagement 5 opposite sides of lock are engagement
Button 6, engagement button 6 is the cuboid identical with 5 hollow space sizes of lock are engaged.It is described engagement button 6 be polyester material, its upper end with
Polyester grid is once made through extruding, and lower end is fixed on the side of non-woven fabrics 1 for Inner hook types.The engagement lock 5 is polyester material, its
Upper end is once made with polyester grid through extruding, and lower end is fixed on the side of non-woven fabrics 1 for Inner hook types.Directly engagement button 6 is slided into
Engagement lock 5 can complete the splicing of adjacent reinforcement draining pad, relatively conventional scene splicing, more firmly, simple to operate.
The reinforced bar net 4 is helically wound supreme, and is mutually wound with adjoining spiral, and this mode can give plant
The enough spaces of rhizome are growing.
The geogrids layer 2 is the Plastics Geogrids of biaxial tension, and 5m wide, length can cut as needed.
The drainpipe 3 is pvc pipe winding pipe, and its tube wall wall body is provided with concave convex texture, is easy to the winding of reinforcement line, it is ensured that
Its steadiness, a diameter of 0.5cm-1.5cm of drainpipe 3.The width 5m of the non-woven fabrics 1, length can cut as needed.Wide cut compared with
Splicing can be reduced greatly, so that time-consuming and manpower.
Advantage of the present utility model：From water penetration：The hole of reinforced bar net 4, the row of the pore water that is conducive to banketing after structure
Go out, reduce soil body Pore Pressure, it is ensured that the shearing strength of the soil body, be conducive to the stabilization of total；Meanwhile, save biography
The correlative charges of the pumping equipment needed for system retaining structure, reduces the overall cost of structure.
Vegetation property：The pore water of reinforcement draining pad creates condition for water body flow, realizes the nature of water and the soil body
Exchange, what this made vegetation is grown to serve as reality naturally, after a period of time, structure be really achieved harmony naturally.
Economy：Reinforcement draining pad protection works are made up of steel wire net cage plus inserts, low cost, in soil property, ground
Protection works are built in the poor location in basis, can reduce a large sum of expense of basement process, more embody its cheap superiority.
Globality：Simple splicing, fastness is good, and globality is strong.
Drainage：The setting of drainpipe 3 causes that soil is that water body can be stored in drainpipe in experience heavy rain even flood
3 and discharge, it is to avoid excessive water alluvial causes the soil body weak and limp, causes the security incidents such as landslide.
This is not limited to, any change or replacement expected without creative work should all be covered in the utility model
Protection domain within.Therefore, protection domain of the present utility model should be determined by the scope of protection defined in the claims.
Claims (5)
1. a kind of reinforcement draining pad, including non-woven fabrics, geogrids layer, drainpipe, reinforced bar net, engagement lock, engagement are buckled；Its feature
It is that reinforced bar net is wound in geogrids layer and certain thickness rectangle is formed, is draining between polyester grid layer and non-woven fabrics
Pipe, the compact discharge arranged side by side of drainpipe, the hole and draining tube wall that reinforcement line bypasses polyester grid layer is finally secured to non-woven fabrics,
The side engagement lock of polyester grid layer and non-woven fabrics, engagement lock is hollow cuboid, and engagement lock opposite side is detained for engagement, engagement button
It is the cuboid identical with lock hollow space size is engaged, the engagement button is polyester material, and its upper end is with polyester grid through squeezing
Pressure is once made, and lower end is fixed on non-woven fabrics side for Inner hook types, and the engagement lock is polyester material, its upper end and polyester grid
Once it is made through extruding, lower end is fixed on non-woven fabrics side for Inner hook types.
2. a kind of reinforcement draining pad according to claim 1, it is characterised in that the reinforced bar net be helically wound to
On, and mutually wound with adjoining spiral.
3. a kind of reinforcement draining pad according to claim 1, it is characterised in that the geogrids layer is biaxial tension
Plastics Geogrids, 5m wide.
4. a kind of reinforcement draining pad according to claim 1, it is characterised in that the drainpipe is pvc pipe winding pipe, its
Tube wall wall body is provided with concave convex texture, a diameter of 0.5cm-1.5cm of drainpipe.
5. a kind of reinforcement draining pad according to claim 1, it is characterised in that the non-woven fabrics 5m wide, thickness can basis
Need regulation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621311608.7U CN206256435U (en) | 2016-12-01 | 2016-12-01 | A kind of reinforcement draining pad |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621311608.7U CN206256435U (en) | 2016-12-01 | 2016-12-01 | A kind of reinforcement draining pad |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206256435U true CN206256435U (en) | 2017-06-16 |
Family
ID=59027289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621311608.7U Expired - Fee Related CN206256435U (en) | 2016-12-01 | 2016-12-01 | A kind of reinforcement draining pad |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206256435U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137881A (en) * | 2018-10-15 | 2019-01-04 | 安徽中路工程材料有限公司 | Cross reinforcement wear-resisting type drainage module |
-
2016
- 2016-12-01 CN CN201621311608.7U patent/CN206256435U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137881A (en) * | 2018-10-15 | 2019-01-04 | 安徽中路工程材料有限公司 | Cross reinforcement wear-resisting type drainage module |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204530620U (en) | A kind of novel combination type Ecological Retaining Wall | |
| CN100342090C (en) | Technology for securing landslip with swelled ground | |
| CN107938807A (en) | Ooze storage row's rainwater piping lane and construction method | |
| CN107119701A (en) | A kind of low-carbon ecological guard system of rock slope | |
| CN206956743U (en) | A kind of low-carbon ecological guard system of rock slope | |
| CN210031857U (en) | Ecological embankment side slope structure | |
| CN206256435U (en) | A kind of reinforcement draining pad | |
| CN101413244B (en) | Earth work grille for reinforcing highway foundation and its use method | |
| CN101440607A (en) | Serial-connected sand-trapping net and sediment storage dam built with the same | |
| CN2703793Y (en) | Composite earthwork cellular chamber | |
| CN205134303U (en) | Compound reinforced structure of soft base of ecological bamboo raft among road engineering of field | |
| CN107604928A (en) | A kind of anti-runoff anti-erosion ecological protection blanket complex structure body and its construction method | |
| CN206157760U (en) | Honeycomb geotechnique check room retaining wall with ecological recovery function | |
| CN207727719U (en) | Ooze storage row's rainwater piping lane | |
| CN204849819U (en) | Environmental retaining wall | |
| CN105256763A (en) | Diking method based on bamboo raft frame structure | |
| CN110725277A (en) | Anti-scouring ecological treatment method for river bank hydro-fluctuation belt | |
| CN212956587U (en) | Slope protection structure for ecological management of side slope | |
| CN207176707U (en) | A kind of anti-runoff anti-erosion ecological protection blanket complex structure body | |
| CN111472373A (en) | Geotechnical grid chamber with stable cushion layer | |
| CN205000346U (en) | Slope frame for slope reinforcement and water drainage | |
| CN106836128A (en) | Ecological slope protection structure | |
| CN207538047U (en) | The rock wool board fixing structure of ecological revetment | |
| CN208792347U (en) | A kind of three-dimensional side slope of embankment reinforcement protection composite structure and railroad embankment structure | |
| CN207959198U (en) | Cotton stalk supporting construction for cement mixing method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170616 Termination date: 20171201 |