CN207176661U - Grid composite geotext ile - Google Patents
Grid composite geotext ile Download PDFInfo
- Publication number
- CN207176661U CN207176661U CN201720722112.7U CN201720722112U CN207176661U CN 207176661 U CN207176661 U CN 207176661U CN 201720722112 U CN201720722112 U CN 201720722112U CN 207176661 U CN207176661 U CN 207176661U
- Authority
- CN
- China
- Prior art keywords
- grid composite
- geotextiles
- grid
- grill
- geotext ile
- 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.)
- Active
Links
- 239000004746 geotextile Substances 0.000 title claims abstract description 56
- 239000002131 composite material Substances 0.000 title claims abstract description 24
- 239000004033 plastic Substances 0.000 claims abstract description 26
- 238000002844 melting Methods 0.000 claims abstract description 9
- 230000008018 melting Effects 0.000 claims abstract description 9
- 238000001467 acupuncture Methods 0.000 claims description 6
- 239000004743 Polypropylene Substances 0.000 claims description 3
- -1 polypropylene Polymers 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- 150000002148 esters Chemical class 0.000 claims 1
- 238000009825 accumulation Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000005098 hot rolling Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000004162 soil erosion Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000001816 cooling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
It is made up of plastic grill and geotextiles melting connection；The section in the grill support portion is the inverted trapezoidal that top is more than bottom.Top surface is big by the way that the section of plastic grill is arranged to for the utility model grid composite geotext ile, the small inverted trapezoidal in bottom surface, improves the crystallized ability of plastic lattices；By opening up drain tank in plastic grill and geotextiles joint face, grid internal water accumulation will be entered in time and discharged, avoid ponding from softening ground.
Description
Technical field
It the utility model is related to a kind of earthwork engineering material, especially a kind of grid composite geotext ile.
Background technology
The mainstay of highway and railway as economic construction, has important facilitation to local economy construction.By
It is larger in span, it is necessary to by way of various geological conditions build highway.Except the tunnel in mountain area, it is also necessary to soft soil foundation.Adopt
Had a clear superiority with GSZ than traditional exchange filling formula that digs.Using GSZ collocation Base with Sand Gravel Cushion not only not by when
Between, the limitation in geographical position, geographical conditions, land status, also overcome the deficiency and limitation of conventional method, have reinforcement,
Isolation, reinforcement, the superiority reinforced.
In addition, in engineering fields such as all treatments of soft foundation, reinforcings, can be done using GSZ at reinforcement
Reason, characteristic is accepted with the entirety on enhancing basis, prevents local sedimentation.
But individually GSZ avoids the effect of soil erosion limited, it is also necessary to and geotextiles are combined and obtained preferably
Reduce the effect of soil erosion.
Utility model content
The purpose of this utility model is to provide a kind of structure novel and unique, easy to use, and can effectively improve product
The grid composite geotext ile in life-span；Concrete technical scheme is：
A kind of grid composite geotext ile, it is made up of plastic grill and geotextiles melting connection；The grill support portion is cut
Face is the inverted trapezoidal that top is more than bottom.
Further, the plastic grill is provided with connecting portion, and the height of the connecting portion is less than the length that connecting portion stretches out.
Further, the geotextiles are non-woven geotextile.
Further, the non-woven geotextile is long filament acupuncture nonwoven geotextiles.
Further, the non-woven geotextile is the non-woven polyester geotextiles of long filament acupuncture.
Further, the geotextiles tow sides, which melt, is connected with plastic grill.
Further, the plastic grill is polypropylene geogrid.
Further, the connecting portion of the plastic grill is provided with drain tank.
Top surface is big by the way that the section of plastic grill is arranged to for the utility model grid composite geotext ile, bottom surface it is small fall ladder
Shape, improve the crystallized ability of plastic lattices；By opening up drain tank in plastic grill and geotextiles joint face, will enter in time
Grid internal water accumulation is discharged, and avoids ponding from softening ground.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model grid composite geotext ile partial cross section；
Fig. 2 is the utility model grid composite geotext ile structural representation；
Fig. 3 is the utility model grid composite geotext ile structural representation；
Fig. 4 is the utility model grid composite geotext ile structural representation；
Fig. 5 is the utility model grid composite geotext ile structural representation；
Fig. 6 is Fig. 5 partial enlarged drawings.
In figure：1st, plastic grill；1-1, supporting part；1-2, connecting portion；1-3, drain tank；2nd, geotextiles；3rd, plastic grill.
Embodiment
The utility model is more fully illustrated below with embodiment.The utility model can be presented as it is a variety of not
Same form, it is not construed as being confined to the exemplary embodiment described here.
For ease of explanation, space relative terms such as " on ", " under " " left side " " right sides " can be used herein, for saying
The element or feature shown in bright figure is relative to another element or the relation of feature.It should be understood that except in figure
Outside the orientation shown, spatial terminology is intended to include the different azimuth of device in use or operation.If for example, in figure
Device is squeezed, be stated as positioned at other elements or feature " under " element will be located into other elements or feature " on ".Cause
This, exemplary term " under " both upper and lower orientation can be included.Device can be positioned otherwise（It is rotated by 90 ° or is located at
Other orientation）, can correspondingly be explained used herein of the relative explanation in space.
As shown in Figure 1 to Figure 3, the grid composite geotext ile in the present embodiment, by plastic grill 1 and the company of melting of geotextiles 2
Connect and be made.In order to improve the fastening ability of grid composite geotext ile, during making, in the side wall for the fabrication hole that sheet material opens up to tilt
, top is smaller, and top/bottom part is larger.During heating stretching, formation grid top surface is wider, the narrower grid in bottom surface；Grill support portion
1-1 section turns into the inverted trapezoidal that top is more than bottom.Different according to the setting of fabrication hole, the grid after processing can be two-way
Or the grid of three-dimensional or four-way.
In order to improve the bonding strength between plastic grill 1 and geotextiles 2, in the connection of plastic grill 1 and geotextiles 2
Position is provided with connecting portion 1-2.During making, plastic grill 1 heats through the first hot-rolling first, and melt extruded connecting portion both sides are horizontal
To 0.1 to 0.2 millimeter of stretching；After cooling and shaping, then through the heating of the second hot-rolling, melt extruded connecting portion both sides cross out
0.1 to 0.2 millimeter；Cooling and shaping again, most cross out 0.1 to 0.2 through the 3rd hot-rolling melt extruded connecting portion both sides afterwards
Millimeter；The connecting portion 1-2 of formation, short transverse are relatively thin；The size of short transverse is less than connecting portion 1-2 and stretches out supporting part 1-1's
The size of bottom.Connecting portion 1-2 connects through the 4th hot-rolling and geotextiles melting.Connecting portion 1-2 not only increases melting joint face
Product, improves bonding strength；Moreover, the connecting portion 1-2 short transverses stretched out are relatively thin, elasticity is good, when can avoid being under pressure,
The stress concentration of geotextiles 2 in connecting portion 1-2 outers and cause to be easily broken off, further increase the service life of product.Certainly,
Can be according to supporting part 1-1 size during specific implementation, if it is desired, increase the number of melt extruded, reduce melting every time and squeeze
The deflection of pressure, avoid connecting portion 1-2 short transverse growth too fast.
Geotextiles in embodiment can use non-woven geotextile.It is preferred that long filament acupuncture nonwoven geotextiles.Preferably with length
The non-woven polyester geotextiles of silk acupuncture.
As shown in figure 4, in order to preferably fasten native stone, plastic grill 1 can also be connected with the melting of the front of geotextiles 2；
Reverse side melting is connected with plastic grill 3.
1 preferred polypropylene geogrid of plastic grill in embodiment；Other kinds of GSZ can also be used.
As shown in Figure 5, Figure 6, in order to avoid grid internal water accumulation, can also moulded according to the arrangement of grid composite geotext ile
The connecting portion of material grid outputs drain tank 1-3.The grid of upstream and downstream is connected by drain tank 1-3.When being intake in grid
Afterwards, current can flow to the grid in downstream in time from drain tank 1-3, finally import gutter.
Drain tank 1-3 can also be arranged to dentation drain tank, the section of drain tank can increase resistance for dentation, reduce
Soil erosion.
Above-mentioned example is only intended to illustrate the utility model, in addition, also a variety of different embodiments, and these
Embodiment be all those skilled in the art after comprehension the utility model thought it is also envisioned that therefore, no longer arrange one by one herein
Lift.
Claims (9)
1. grid composite geotext ile, it is made up of plastic grill and geotextiles melting connection；Characterized in that, the grill support portion
Section for top be more than bottom inverted trapezoidal.
2. grid composite geotext ile as claimed in claim 1, it is characterised in that the plastic grill is provided with connecting portion, institute
The height for stating connecting portion is less than the length that connecting portion stretches out.
3. grid composite geotext ile as claimed in claim 1, it is characterised in that the geotextiles are non-woven geotextile.
4. grid composite geotext ile as claimed in claim 3, it is characterised in that the non-woven geotextile is long filament acupuncture nonwoven
Geotextiles.
5. grid composite geotext ile as claimed in claim 4, it is characterised in that the non-woven geotextile is the poly- of long filament acupuncture
Ester non-woven geotextile.
6. grid composite geotext ile as claimed in claim 1, it is characterised in that the geotextiles tow sides melt connection
There is plastic grill.
7. grid composite geotext ile as claimed in claim 1, it is characterised in that the plastic grill is polypropylene geotextile lattice
Grid.
8. grid composite geotext ile as claimed in claim 1, it is characterised in that the connecting portion of the plastic grill, which is provided with, to be let out
Tank.
9. grid composite geotext ile as claimed in claim 8, it is characterised in that the drain tank is dentation drain tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720722112.7U CN207176661U (en) | 2017-06-21 | 2017-06-21 | Grid composite geotext ile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720722112.7U CN207176661U (en) | 2017-06-21 | 2017-06-21 | Grid composite geotext ile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176661U true CN207176661U (en) | 2018-04-03 |
Family
ID=61734134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720722112.7U Active CN207176661U (en) | 2017-06-21 | 2017-06-21 | Grid composite geotext ile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176661U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136788A (en) * | 2021-04-14 | 2021-07-20 | 殷绍斌 | Bridgehead structure for reducing incidence of bridgehead vehicle bump and construction and maintenance method |
-
2017
- 2017-06-21 CN CN201720722112.7U patent/CN207176661U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136788A (en) * | 2021-04-14 | 2021-07-20 | 殷绍斌 | Bridgehead structure for reducing incidence of bridgehead vehicle bump and construction and maintenance method |
| CN113136788B (en) * | 2021-04-14 | 2022-08-19 | 殷绍斌 | Bridgehead structure capable of reducing incidence of bridgehead bumping and construction and maintenance method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203855974U (en) | Three-dimensional-drainage flexible geocell eco-bag side slope | |
| CN207176661U (en) | Grid composite geotext ile | |
| CN211773338U (en) | Hydraulic engineering slope net | |
| CN204080822U (en) | A kind of foundation pit stope support structure | |
| CN205990615U (en) | A kind of Plastics Geogrids | |
| CN208328945U (en) | A kind of highway slope protection device of environmental protection | |
| CN204608538U (en) | A kind of water permeable pavement | |
| CN208668193U (en) | Grid composite geotext ile | |
| CN103696435A (en) | Water conservancy project retaining wall | |
| CN205329446U (en) | Upper and lower staggered floor precast reinforced concrete basic unit of permeating water | |
| CN210177523U (en) | Ecological bank protection drainage structures of prefabricated assembled | |
| CN103088739B (en) | Multifunctional three-dimensional grid for asphalt mixture | |
| CN103556559B (en) | Manufacturing method of non-woven fabric contained asphalt module for road repairing and product | |
| CN204898638U (en) | Compound geotechnological cloth of grid based on keep earth | |
| CN209114269U (en) | A kind of high-strength anticracking asphalt concrete pavement structure | |
| CN205576663U (en) | Highway weak soil layer stake composite foundation | |
| KR20070044540A (en) | Horizontal draining structures for pore water of soft ground and construction method thereof | |
| CN103603377B (en) | A kind of compound anti-filter structure and sinking construction method thereof | |
| CN203065925U (en) | Multifunctional three-dimensional bituminous mixture grid | |
| CN2447391Y (en) | Composite reinforced earth work space grid | |
| CN206438481U (en) | Barricade | |
| CN205990613U (en) | A kind of Plastics Geogrids | |
| CN214884200U (en) | Assembled flexible drainage structure | |
| CN208362839U (en) | A kind of prefabricated ecological parking stall terrace | |
| CN207362632U (en) | Silt section road drainage system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 271000 Jinniushan Road, Taishan Youth Venture Development Zone, Daiyue District, Tai'an City, Shandong Province Patentee after: TAIAN MODERN PLASTIC Co.,Ltd. Address before: 271000 Jinniushan Road, Tai'an Youth Venture Development Zone, Jinan City, Shandong Province Patentee before: TAIAN MODERN PLASTIC Co.,Ltd. |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Geogrid composite geotextile soft body mattress combined mattress and manufacturing method Effective date of registration: 20200428 Granted publication date: 20180403 Pledgee: Bank of Tai'an Limited by Share Ltd. Pledgor: TAIAN MODERN PLASTIC Co.,Ltd. Registration number: Y2020980001866 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210423 Granted publication date: 20180403 Pledgee: Bank of Tai'an Limited by Share Ltd. Pledgor: TAIAN MODERN PLASTIC Co.,Ltd. Registration number: Y2020980001866 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Geogrid composite geotextile Effective date of registration: 20230228 Granted publication date: 20180403 Pledgee: Taixi sub branch of Taian Bank Co.,Ltd. Pledgor: TAIAN MODERN PLASTIC Co.,Ltd. Registration number: Y2023980033684 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Granted publication date: 20180403 Pledgee: Taixi sub branch of Taian Bank Co.,Ltd. Pledgor: TAIAN MODERN PLASTIC Co.,Ltd. Registration number: Y2023980033684 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Grid composite geotextile Granted publication date: 20180403 Pledgee: Taixi sub branch of Taian Bank Co.,Ltd. Pledgor: TAIAN MODERN PLASTIC Co.,Ltd. Registration number: Y2024980018262 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Granted publication date: 20180403 Pledgee: Taixi sub branch of Taian Bank Co.,Ltd. Pledgor: TAIAN MODERN PLASTIC Co.,Ltd. Registration number: Y2024980018262 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right |