CN2670421Y - Separated sheets - Google Patents

Separated sheets Download PDF

Info

Publication number
CN2670421Y
CN2670421Y CNU2003201181425U CN200320118142U CN2670421Y CN 2670421 Y CN2670421 Y CN 2670421Y CN U2003201181425 U CNU2003201181425 U CN U2003201181425U CN 200320118142 U CN200320118142 U CN 200320118142U CN 2670421 Y CN2670421 Y CN 2670421Y
Authority
CN
China
Prior art keywords
spacer
work
open
utility
film
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
CNU2003201181425U
Other languages
Chinese (zh)
Inventor
李兰英
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNU2003201181425U priority Critical patent/CN2670421Y/en
Application granted granted Critical
Publication of CN2670421Y publication Critical patent/CN2670421Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Woven Fabrics (AREA)

Abstract

The utility model provides an isolated sheet which is characterized in that the isolated sheet is provided with a spaced through hole. The isolated sheet can not only obtain the isolating function, but also the isolated interlayer is made to be continuous. The isolated sheet is applied to the civil engineering fields among the road surface structure interlayer of all kinds of high roads, the embankment section of the soft soil foundation, etc.

Description

A kind of spacer
One) technical field
The utility model relates to building materials geosynthetics field, especially relates to a kind of spacer that is used to isolate the earth structure material in this field.
Two) background technology
Spacer is used widely, and in buffer action, common a kind of application is to be used in the pavement of road engineering, is laid in the bituminous pavement top, makes the crack in the road structure obtain isolating, and does not make crack reflection to top course.This spacer geotextiles commonly that is used in the road structure, the shortcoming of the buffer action of this spacer is: though the crack of spacer lower floor is isolated, but the continuity between the road surface structare layer is caused destruction fully, make and present slippage trend between the road surface structare layer, like this, though spacer has been isolated the crack of road structure under the spacer, but breaks down not only appears in road surface structare layer on the spacer easily, also easily cause the road surface structare layer bottom surface tensile stress above the spacer to increase, and make the road surface structare layer on spacer cracking occur.Equally, also there are these situations in the spacer that (when laying other ground surface material layers on the cement concrete pavement) lays under the cement pavement seam or on the seam.Spacer the application of other various occasions also exist with pavement engineering in identical situation, make that promptly the continuity between the segregate levels is destroyed, and make interlayer be slippage trend.
Three) content
The purpose of this utility model is to provide a kind of both can play buffer action, can make segregate interlayer be successional a kind of spacer again, when being used for pavement joint, can also play waterproof action.
The purpose of this utility model is achieved like this: a kind of spacer is characterized in that: open-work is at interval arranged on this spacer.
As a kind of form of the present utility model, described spacer can be film; This film can be geomembrane or plastic foil; This film also can be woven cloths or non-weaving cloth.
As another kind of form of the present utility model, can also there be silk thread to link to each other in the open-work of described spacer.
As another kind of form of the present utility model, described spacer can be for there being the macromolecular material tack coat at least one layer film.
As another kind of form of the present utility model, described spacer can be for accompanying granular material between the double-layer films.
As another kind of form of the present utility model, described open-work can be rounded.
As another kind of form of the present utility model, described open-work can be polygon.
Owing to adopt above-mentioned spacer, when this spacer when interlayer plays buffer action, the open-work on the spacer can make interlayer play continuous action, and the spacer between the open-work can play buffer action.When for example the utility model spacer such as geotextiles are used in the bituminous pavement top, interval open-work on the geotextiles can make the bituminous mixture of geotextiles levels be in contact with one another, promote the continuity between the asphalt surface course, do not cause the asphalt surface course on the geotextiles slippage to occur, also eliminate the tensile stress of asphalt surface course bottom surface on the geotextiles, made asphalt surface course bottom surface on the geotextiles cracking due to the tensile stress also can not occur; Simultaneously, the geotextiles between the open-work makes that the pavement crack under the geotextiles is isolated, though through-hole position remains in the crack, isolated crack has been not enough to the road structure on the geotextiles is formed influence; And, when geotextiles is spilt cloth adhesion coating pitch up and down, all can form waterproofing course at through-hole position and non-through-hole position.When under the cement concrete pavement seam, using the utility model spacer, open-work can make the cement concrete on the spacer combine with basic unit closely, and, if during water proofing property spacers such as use geomembrane, make open-work leave seam during laying, can also under the cement concrete pavement seam, form waterproofing course.
Below in conjunction with the drawings and specific embodiments a kind of spacer of the utility model is described further.
Four) description of drawings
Fig. 1 is a prior art spacer schematic perspective view;
Fig. 2 is the spacer schematic perspective view of the utility model embodiment 1;
Fig. 3 is the spacer schematic perspective view of the utility model embodiment 2;
Fig. 4 is the spacer schematic perspective view of the utility model embodiment 3;
Fig. 5 is the spacer floor map of the utility model embodiment 4;
Fig. 6 is the spacer A-A schematic cross-section of the utility model embodiment 4.
Fig. 7 is another form schematic cross-section of the utility model embodiment 4.
Fig. 8 is the spacer floor map of the utility model embodiment 5;
Fig. 9 is the spacer B-B schematic cross-section of the utility model embodiment 5.
Five) specific embodiment
As shown in Figure 2, the spacer 1 of present embodiment 1 is for there being open-work 3 at interval on the film 2, and present embodiment film 2 is a plastic foil, and open-work 3 is circular, and this circular through-hole 3 can form in plastic foil 2 upper punch holes.
As shown in Figure 3, the spacer 1 of present embodiment 2 is provided with pentagon open-work 3 at interval for weaving through compiling geotextiles 2.This pentagon open-work 3 can not have forming through compiling geotextiles 2 upper punch holes of open-work for forming when compiling through compiling geotextiles 2 yet, and open-work 3 of the present utility model is a pentagon, also can be quadrangle, hexagonal shape.
As shown in Figure 4, present embodiment 3 is substantially the same manner as Example 2, difference is to have through lacing line 4 in the interval quadrangle open-work 3 on compiling geotextiles 2 and passes, present embodiment be one through lacing line 4, also can pass each open-work 3 for many silk threads 4 are arranged.Silk thread 4 passes open-work 3 and can make and be in the reinforcement state in the open-work 3.
As Fig. 5, shown in Figure 6, present embodiment 4 spacers 1 constitute by being bonded with one deck pitch macromolecular material 5 on the thin film 2, open-work 3 is at interval arranged on spacer 1, the film 2 of this embodiment is weaved geotextiles for polyester, on the pitch macromolecular material tack coat 5 of present embodiment 4 one deck polyester can also be set again and weave geotextiles 2, as shown in Figure 7, the multilayer polyester also can be set and weave geotextiles 2 and multilayer pitch macromolecular material tack coat 5.
As Fig. 8, shown in Figure 9, the spacer 1 of present embodiment 5 is made of double-layer films 2 and the granular material rubble 6 that is clipped in the double-layer films 2, and open-work 3 is at interval arranged between the double-layer films 2 of enwrapped granule material rubble 6.The film 2 of present embodiment 5 is non-woven non-woven geotextile.

Claims (10)

1, a kind of spacer is characterized in that: open-work is at interval arranged on this spacer.
2, a kind of spacer according to claim 1 is characterized in that: described spacer is a film.
3, a kind of spacer according to claim 2 is characterized in that: described film is a plastic sheeting.
4, a kind of spacer according to claim 2 is characterized in that: described film is a woven cloths;
5, a kind of spacer according to claim 2 is characterized in that: described film is a non-weaving cloth;
6, a kind of spacer according to claim 1 is characterized in that: described spacer is that the macromolecular material tack coat is arranged at least one layer film.
7, a kind of spacer according to claim 1 is characterized in that: described spacer is to accompany granular material between the double-layer films.
8, a kind of spacer according to claim 1 is characterized in that: have silk thread to link to each other in the described open-work.
9, according to claim 1,2,6,7,8 described any spacers, it is characterized in that: described open-work is rounded.
10, according to claim 1,2,6,7,8 described any spacers, it is characterized in that: described open-work is polygon.
CNU2003201181425U 2003-11-17 2003-11-17 Separated sheets Expired - Fee Related CN2670421Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2003201181425U CN2670421Y (en) 2003-11-17 2003-11-17 Separated sheets

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2003201181425U CN2670421Y (en) 2003-11-17 2003-11-17 Separated sheets

Publications (1)

Publication Number Publication Date
CN2670421Y true CN2670421Y (en) 2005-01-12

Family

ID=34475475

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2003201181425U Expired - Fee Related CN2670421Y (en) 2003-11-17 2003-11-17 Separated sheets

Country Status (1)

Country Link
CN (1) CN2670421Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158407A (en) * 2018-03-14 2019-08-23 山东交通学院 A kind of graphene conductive antiskid abrasion performance road surface and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158407A (en) * 2018-03-14 2019-08-23 山东交通学院 A kind of graphene conductive antiskid abrasion performance road surface and its construction method
CN110158407B (en) * 2018-03-14 2021-08-20 山东交通学院 Graphene conductive anti-sliding wear-resistant pavement and construction method thereof

Similar Documents

Publication Publication Date Title
US7488523B1 (en) Stress-relieving barrier membrane for concrete slabs and foundation walls
CN1091199C (en) Honeycomb-shape binding structure
US8240959B1 (en) Geosynthetic tufted drain barrier
EP0868576B1 (en) Integrated flexible multi-layer geogrid
US6505996B1 (en) Drainage system with unitary void-maintaining geosynthetic structure and method for constructing system
US5911539A (en) Interconnected block system
US20040131423A1 (en) High-flow void-maintaining membrane laminates, grids and methods
US20020044842A1 (en) Void-maintaining geosynthetic laminates and drainage systems
AU770050B2 (en) Synthetic panel, especially for lining concrete building components
US20050025582A1 (en) Multiple zone, high-capacity geo-composite drainage structures and methods suitable for high friction angle applications
CN2670421Y (en) Separated sheets
Giroud Geotextiles and geomembranes
CN1752354A (en) Methd for building retaining wall and retaining block therefor
KR100737458B1 (en) Horizontal draining structures for pore water of soft ground and construction method thereof
US20030223826A1 (en) Synthetic alternatives to uniform and non-uniform gradations of structural fill
CN2749941Y (en) Composite waterproof drainage board
Singh et al. Feasibility of Geo-textile in Transportation Engineering-An Overview
RU114689U1 (en) GEOBOX
CN2581512Y (en) Ribbed net
KR200405526Y1 (en) Horizontal draining structures for pore water of soft ground
CN1320212C (en) Construction and apparatus of waster tyre bricks
Oriokot Reinforcement of pavement subgrade using granular fill and a geosynthetic layer
Siddiqi Effects of geotextiles on the load-carrying capacity of Pavements on Sabkha
Sangeetha et al. Efficacy of geosynthetics in stabilisation of subgrade soil
CN1493745A (en) Method of preventing to produce crack on road surface and product

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C57 Notification of unclear or unknown address
DD01 Delivery of document by public notice

Addressee: Li Qinfu turns to Li Lanying

Document name: Notification of Termination of Patent Right

C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee