CN206457808U - A kind of geotechnical grid - Google Patents

A kind of geotechnical grid Download PDF

Info

Publication number
CN206457808U
CN206457808U CN201621442198.XU CN201621442198U CN206457808U CN 206457808 U CN206457808 U CN 206457808U CN 201621442198 U CN201621442198 U CN 201621442198U CN 206457808 U CN206457808 U CN 206457808U
Authority
CN
China
Prior art keywords
band
geotechnical grid
utility
model
corrugated
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
Application number
CN201621442198.XU
Other languages
Chinese (zh)
Inventor
陆诗德
梁训美
王继法
王清标
王天天
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.)
Shandong Zhongyan Guojian advanced synthetic materials innovation center Co., Ltd
Original Assignee
Shandong Lutheran New Materials Ltd By Share Ltd
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 Shandong Lutheran New Materials Ltd By Share Ltd filed Critical Shandong Lutheran New Materials Ltd By Share Ltd
Priority to CN201621442198.XU priority Critical patent/CN206457808U/en
Application granted granted Critical
Publication of CN206457808U publication Critical patent/CN206457808U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The utility model provides a kind of geotechnical grid, including multiple bands, and the spaced connection of two bars that are connected forms network structure, and the junction of two neighboring band forms node, and the band is corrugated.The band that the utility model is used is corrugated, when band stress is opened, band is embedded in the soil body, corrugated band adds the contact area of band and the soil body, it is greatly enhanced the skid resistance of geotechnical grid and soil body contact surface, increase the coefficient of friction resistance, geotechnical grid constitutes powerful collateral resistance, can be widely applied to slope protection, Soft foundation treatment, sand soil bed course field.

Description

A kind of geotechnical grid
Technical field
The utility model is related to technical field of civil engineering, more particularly to a kind of geotechnical grid.
Background technology
Geotechnical grid is as safeguard structure and retaining structure, and engineering protection, field of foundation treatment in Geotechnical Engineering are obtained To more and more universal application.But, usually used geotechnical grid strip face is smooth, rubbing when being contacted with the soil body Hinder coefficients comparison small, it is impossible to reach preferable soil insertion effect, then influence the supporting effect of geotechnical grid.
Utility model content
There is provided a kind of more preferable geotechnical grid of frictional force effect in view of the shortcomings of the prior art for the utility model.
The utility model is achieved by the following technical solution there is provided a kind of geotechnical grid, including multiple bands, is connected The spaced connection of two bars forms network structure, and the junction of two neighboring band forms node, and the band is corrugated.
It is preferred that, the band and the node are formed in one.
The technical scheme that the utility model embodiment is provided can include following beneficial effect:
The utility model provides a kind of geotechnical grid, including multiple bands, and the spaced connection of two bars that are connected forms netted Structure, the junction of two neighboring band forms node, and the band is corrugated.The band that the utility model is used is in ripple Shape, when band stress is opened, the band insertion soil body, corrugated band adds the contact area of band and the soil body, makes geotechnique Cell compartment and the skid resistance of soil body contact surface are greatly enhanced, and increase the coefficient of friction resistance, and geotechnical grid constitutes powerful collateral resistance, It can be widely applied to slope protection, Soft foundation treatment, sand soil bed course field.
Brief description of the drawings
, below will be to embodiment for clearer explanation the utility model embodiment or technical scheme of the prior art Or the accompanying drawing used required in description of the prior art is briefly described, it is clear that, to those skilled in the art, On the premise of not paying creative work, other accompanying drawings can also be obtained according to these accompanying drawings.
A kind of overlooking the structure diagram for geotechnical grid that Fig. 1 provides for the utility model embodiment.
Shown in figure:Band 1, node 2.
Embodiment
In order that those skilled in the art more fully understand the technical scheme in the utility model, below in conjunction with this reality With the accompanying drawing in new embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that Described embodiment is only a part of embodiment of the utility model, rather than whole embodiments.Based on the utility model In embodiment, the every other embodiment that those skilled in the art are obtained under the premise of creative work is not made, all Protection domain of the present utility model should be belonged to.
Referring to Fig. 1, a kind of overlooking the structure diagram of geotechnical grid of the utility model embodiment offer is shown.
As shown in Figure 1, the geotechnical grid includes multiple bands 1, and the two interval connections of band 1 that are connected form netted knot Structure, the junction of two neighboring band 1 forms node 2, and the band 1 is corrugated.
In the present embodiment, it is to be welded and fixed at wave structure, node 2 that the band 1, which is,.In use, geotechnical grid is embedding Soil is filled up in underground layer, the grid of geotechnical grid, to geotechnical grid formation stretching force, undulatory band 1 is opened, corrugated Band 1 add contact area with the soil body, and limit the movement for being embedded into the soil body in corrugation grooves, make geotechnical grid It is greatly enhanced with the skid resistance of soil body contact surface, improves the supporting effect of geotechnical grid.It can be widely applied to domatic Protection, Soft foundation treatment, sand soil bed course field.
In other embodiment of the present utility model, the band 1 and the node 2 may be configured as integrally formed knot Structure, makes at node 2 without being formed through secondary operation, largely saves human and material resources, moreover, the node intensity tool of global formation There is the intensity same with base material, substantially increase node intensity.
Certainly, described above is also not limited to the example above, and technical characteristic of the utility model without description can lead to Cross or realized using prior art, be will not be repeated here;Above example and accompanying drawing are merely to illustrate technology of the present utility model Scheme is not to limitation of the present utility model, with reference to preferred embodiment the utility model is described in detail, originally Field it is to be appreciated by one skilled in the art that those skilled in the art institute in essential scope of the present utility model The variations, modifications, additions or substitutions made are without departure from objective of the present utility model, and should also belong to right of the present utility model will Seek protection domain.

Claims (2)

1. a kind of geotechnical grid, it is characterised in that including multiple bands(1), be connected two bands(1)Interval connection forms netted Structure, two neighboring band(1)Junction formed node(2), the band(1)It is corrugated.
2. a kind of geotechnical grid according to claim 1, it is characterised in that the band(1)With the node(2)For one It is body formed.
CN201621442198.XU 2016-12-27 2016-12-27 A kind of geotechnical grid Active CN206457808U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621442198.XU CN206457808U (en) 2016-12-27 2016-12-27 A kind of geotechnical grid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621442198.XU CN206457808U (en) 2016-12-27 2016-12-27 A kind of geotechnical grid

Publications (1)

Publication Number Publication Date
CN206457808U true CN206457808U (en) 2017-09-01

Family

ID=59697635

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621442198.XU Active CN206457808U (en) 2016-12-27 2016-12-27 A kind of geotechnical grid

Country Status (1)

Country Link
CN (1) CN206457808U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385653A (en) * 2018-05-10 2018-08-10 安徽中路工程材料有限公司 Waveform antiskid High strength geogrid

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385653A (en) * 2018-05-10 2018-08-10 安徽中路工程材料有限公司 Waveform antiskid High strength geogrid

Similar Documents

Publication Publication Date Title
Ata et al. Numerical analysis of unconnected piled raft with cushion
CN206457808U (en) A kind of geotechnical grid
CN104499475A (en) Novel geogrid
CN202466567U (en) Concrete hollow square pile with concave-convex surface
CN203654280U (en) Pressure dispersion type anti-pulling anchor rod
CN206562607U (en) A kind of reinforced polyester welding grid
CN209907612U (en) Underground outdoor waterproof structure
CN204803835U (en) A pin -connected panel adds rough pole for hydraulics physical model
CN205688835U (en) A kind of the old and new's wall overlap joint crack resistence processing means
CN204356763U (en) Anti-shearing direction earthwork grille structure
CN203415287U (en) Water-blocking conductor
CN202954369U (en) Three-dimension honeycomb structure greening afforesting mesh
CN202500134U (en) Precast pile body capable of reducing negative frictional resistance
CN207801428U (en) A kind of prefabricated pipeline for cable laying
CN203625943U (en) Water stopping device
CN206174187U (en) Rammed -earth wall body of structure reinforcing
CN206359972U (en) A kind of geotechnical grid with spring steel plate
CN207484640U (en) A kind of floor drain of buckle
CN203475454U (en) Water drainage core board
CN204311404U (en) A kind of mesh sheet structure forming the ecological cage of slope protection bank
CN205776792U (en) Agent on crack resistance of concrete shears structural texture
CN2575158Y (en) Double-spacing hinging apparatus for articulated loading machine
CN204155648U (en) A kind of high conductivity power cable
CN203510820U (en) Compound geotextile
JP3189762U (en) Geogrid interface structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200810

Address after: 271000 east of Quxi road and south of yitianmen street, high tech Zone, Tai'an City, Shandong Province

Patentee after: Shandong Zhongyan Guojian advanced synthetic materials innovation center Co., Ltd

Address before: 271000 Shandong, Tai'an high tech Zone, east of the Dragon Road, the planning branch of the West Tai'an Chi Chi Automobile Co., Ltd. No. 4 warehouse

Patentee before: SHANDONG ROAD ENGINEERING MATERIALS Co.,Ltd.