CN108060619A - A kind of height-adjustable geotechnical grid - Google Patents
A kind of height-adjustable geotechnical grid Download PDFInfo
- Publication number
- CN108060619A CN108060619A CN201711218221.6A CN201711218221A CN108060619A CN 108060619 A CN108060619 A CN 108060619A CN 201711218221 A CN201711218221 A CN 201711218221A CN 108060619 A CN108060619 A CN 108060619A
- Authority
- CN
- China
- Prior art keywords
- geotechnical grid
- height
- connector
- plate
- adjustable
- 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.)
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- 230000000694 effects Effects 0.000 claims description 22
- 238000005192 partition Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000007334 copolymerization reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/005—Soil-conditioning by mixing with fibrous materials, filaments, open mesh or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0084—Geogrids
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- Architecture (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- Foundations (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of height-adjustable geotechnical grids, it is connected between four adjacent geotechnical grid fixed plates by connector, it produces easy for installation, integral strength is high, simultaneously, it can be by the arbitrary adding unit fixed plate in geotechnical grid edge and connector, extending the length and width of entire geotechnical grid, autgmentability is strong；By setting guide pile below connector, the equicohesive mode of geotechnical grid torque is limited on the ground by guide pile, since guide pile is embedded to underground, there is the fixation of deeper, and improve the tensile strength of geotechnical grid；By the way that in unit fixed plate both sides installation unit movable plate, the adjusting of realization geotechnical grid height makes geotechnical grid disclosure satisfy that different operating conditions, the labor aptitude of the geotechnical grid greatly improved and the scope of application.
Description
Technical field
The invention belongs to building material technical fields, are related to a kind of geotechnical grid, are specifically a kind of height-adjustable geotechnique
Cell compartment.
Background technology
Geotechnical grid is more popular a kind of new high intensity geosynthetics domestic and international at present, by high intensity
HDPE or PP copolymerization material broadband, a piece of netted cell compartment structure for being welded by strength or riveting and being formed.It is capable of expansion and contraction, transport
When can contract and gather into folds, when use, opens and fills native stone or concrete material again, forms with powerful laterally limiting and big rigidity
Structure.It can be used to as bed course, and soft ground treatment increases the bearing capacity of ground, can also be laid in slope surface and form slope
Face safeguard structure can also be used to build retaining structure etc..
Geotechnical grid is mainly used for firm highway, railway bed；It is administered for bearing the dyke of carrying force and shallow water river channel；
For preventing landslide and hybrid barricade by carrying force；And when running into subgrade, it can be mitigated significantly using geotechnical grid
Construction labor intensity, reduction roadbed thickness speed of application is fast, and performance is good, greatly reduces project cost.
Geotechnical grid structure is relatively fixed used by the prior art, moreover, low strength, according to the construction of different earth's surfaces
Area, traditional geotechnical grid range of structures is more single, and height fixation can not be adjusted, so as to lack the flexible of structure arrangement
Property, install and use inconvenience.
The content of the invention
It is an object of the invention to provide a kind of height-adjustable geotechnical grids.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of height-adjustable geotechnical grid, including unit fixed plate and connector, between adjacent four unit fixed plates
It is fixedly connected by connector；
The unit fixed plate both sides are equipped with unit activity plate, and the unit activity plate is flexibly connected with connector.
Further, two unit activity plates are oppositely arranged.
Further, the connector includes connecting portion and the guide pile below connecting portion, the guide pile
One end has tip.
Further, four side of connecting portion is provided with notch, and the notch cooperates with unit fixed plate end.
Further, the rectangular notch both sides are set there are two opposite conduit, and two conduits are lived respectively with two units
Movable plate end cooperates.
Further, the conduit includes two opposite L-type baffles, is equipped with partition plate in the middle part of the L-type baffle, two every
Conduit is divided into the first sliding groove and the second sliding slot by plate.
Further, it is equipped with rack on the side wall of the first sliding groove both sides.
Further, the unit activity plate includes rectangular slab, and the rectangular slab both ends are equipped with sliding block, two sliding blocks
One side be equipped with gear, the rotation axis connection that two gears pass through penetrating element movable plate.
Further, first bevel gear is equipped in the middle part of the rotation axis, the first bevel gear one side is equipped with and engages
Second bevel gear, the second bevel gear drives by being mounted on rotating handles at the top of rectangular slab.
Beneficial effects of the present invention：Height-adjustable geotechnical grid provided by the invention, adjacent four geotechnical grids are consolidated
It being connected between fixed board by connector, production is easy for installation, and integral strength is high, meanwhile, it can be by arbitrary at geotechnical grid edge
Adding unit fixed plate and connector, extend the length and width of entire geotechnical grid, and autgmentability is strong；By below connector
Guide pile is set, is limited the equicohesive mode of geotechnical grid torque on the ground by guide pile, since guide pile is embedded to ground
Under, there is the fixation of deeper, and improve the tensile strength of geotechnical grid；By in unit fixed plate both sides installation unit
Movable plate realizes the adjusting of geotechnical grid height, geotechnical grid is made to disclosure satisfy that different operating conditions, the geotechnique greatly improved
The labor aptitude of cell compartment and the scope of application.
Description of the drawings
The present invention is described in further detail in the following with reference to the drawings and specific embodiments.
Fig. 1 is stereogram of the present invention.
Fig. 2 is the top view of the present invention.
Fig. 3 is the structure diagram of connector of the present invention.
Fig. 4 is the structure diagram of invention unit movable plate.
Fig. 5 is the close-up schematic view of Fig. 2.
Fig. 6 is the sectional view of invention unit movable plate.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained all other without creative efforts
Embodiment belongs to the scope of protection of the invention.
In the description of the present invention, it is to be understood that term " perforate ", " on ", " under ", " thickness ", " top ", " in ",
Indicating positions or the position relationship such as " length ", " interior ", " surrounding " are for only for ease of the description present invention and simplify description, without
It is instruction or implies that signified component or element there must be specific orientation, with specific azimuth configuration and operation, therefore not
It is understood that as limitation of the present invention.
As shown in Figs. 1-2, the present invention provides a kind of height-adjustable geotechnical grid, including unit fixed plate 1 and connection
Part 2, unit fixed plate 1 are mutually perpendicular to be staggered, and are fixedly connected between adjacent four unit fixed plates 1 by connector 2, single
First 1 both sides of fixed plate are equipped with unit activity plate 3, and unit activity plate 3 is flexibly connected with connector 2, can be moved along 2 direction of connector
Dynamic, two unit activity plates 3 are oppositely arranged, by moving backward two unit activity plates 3, realize the tune to geotechnical grid height
Section.
As shown in figure 3, connector 2 includes connecting portion 201 and the guide pile 202 mounted on 201 lower section of connecting portion, positioning
202 one end of stake have tip, are positioned for being inserted into ground during laying.
201 4 side of connecting portion is provided with rectangular notch 203, rectangular notch 203 and 1 end phase interworking of unit fixed plate
It closes, unit fixed plate 1 is inserted into rectangular notch 203 and is fixedly connected with connector 2.
203 both sides of rectangular notch are set there are two opposite conduit 204, two conduits 204 respectively with two unit activity plates 3
End cooperates, and unit activity plate 3 can be moved along conduit direction, realizes that height is adjusted.
Conduit 204 includes two opposite L-type baffles 205, and the middle part of L-type baffle 205 is equipped with partition plate 206, by two every
Conduit 204 is divided into 207 and second sliding slot 208 of the first sliding groove by plate 206, and rack is equipped on 207 both sides side wall of the first sliding groove
209。
As Figure 4-Figure 6, unit activity plate 3 includes rectangular slab 301, and 301 both ends of rectangular slab are equipped with T-shaped sliding block 302,
T-shaped sliding block 302 cooperates with the second sliding slot 208, and unit activity plate 3 is inserted into the second cunning of connector 1 by T-shaped sliding block 302
In slot 208, it is flexibly connected with connector 1.
The outside of two T-shaped sliding blocks 302 is equipped with gear 303, and gear 303 cooperates with the first sliding groove 207, gear
It is engaged in 303 insertion the first sliding grooves 207 and with the rack 209 of both sides.
Two gears 303 are connected by the rotation axis 304 of penetrating element movable plate 3, and 304 middle part of rotation axis is equipped with the first cone
Gear 305,305 one side of first bevel gear are equipped with the second bevel gear 306 engaged, and second bevel gear 306 is by being mounted on
The rotating handles 307 at 301 top of rectangular slab drives, and rotates in the horizontal direction, and first bevel gear 305 is driven vertically to turn
It is dynamic, and then by rotation axis 304 gear 303 of both sides is driven to rotate, it is interacted, driven single by gear 303 and rack 209
First movable plate 3 moves up and down.
During present invention installation, the guide pile 202 of a connector 2 is inserted into ground first and is positioned, then by unit
In the rectangular notch 203 of 1 one end of fixed plate insertion connector 2, another connector 2 then is installed in 1 other end of unit fixed plate,
And so on, complete the basic installation positioning of geotechnical grid；Afterwards, unit activity plate 3 is sequentially arranged at each unit fixed plate 1
Both sides, the gear 303 of unit activity plate 3 is inserted into the first sliding groove 207 and is engaged with rack 209, by the T of unit activity plate 3
It is flexibly connected in second sliding slot of the insertion of type sliding block 302 208 with connector 2, by rotating rotating handles 307, adjustment unit activity
The height of plate 3, the height for completing geotechnical grid are adjusted, and installation is simple, easy to use.
Height-adjustable geotechnical grid provided by the invention passes through connector between adjacent four geotechnical grid fixed plates
Connection, production is easy for installation, and integral strength is high, meanwhile, it can be by the arbitrary adding unit fixed plate in geotechnical grid edge and company
Fitting, extends the length and width of entire geotechnical grid, and autgmentability is strong；By setting guide pile below connector, by fixed
Position stake limits the equicohesive mode of geotechnical grid torque on the ground, since guide pile is embedded to underground, has consolidating for deeper
It is fixed, and improve the tensile strength of geotechnical grid；By in unit fixed plate both sides installation unit movable plate, the geotechnological lattice of realization
The adjusting of room height makes geotechnical grid disclosure satisfy that different operating conditions, the labor aptitude of the geotechnical grid greatly improved
With the scope of application.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
At least one implementation of the present invention is contained in reference to the embodiment or example particular features, structures, materials, or characteristics described
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can close in any one or more embodiments or example
Suitable mode combines.
More than content is only to structure example of the present invention and explanation, affiliated those skilled in the art couple
Described specific embodiment does various modifications or additions or substitutes in a similar way, without departing from invention
Structure surmounts scope defined in the claims, is within the scope of protection of the invention.
Claims (9)
1. a kind of height-adjustable geotechnical grid, it is characterised in that：Including unit fixed plate (1) and connector (2), adjacent four
It is fixedly connected between unit fixed plate (1) by connector (2)；
Unit fixed plate (1) both sides are equipped with unit activity plate (3), the unit activity plate (3) and connector (2) activity
Connection.
2. a kind of height-adjustable geotechnical grid according to claim 1, it is characterised in that：Two unit activity plates
(3) it is oppositely arranged.
3. a kind of height-adjustable geotechnical grid according to claim 1, it is characterised in that：The connector (2) includes
Connecting portion (201) and the guide pile (202) below connecting portion (201), described guide pile (202) one end have point
Head.
4. a kind of height-adjustable geotechnical grid according to claim 3, it is characterised in that：The connecting portion (201) four
Side is provided with notch (203), and the notch (203) cooperates with unit fixed plate (1) end.
5. a kind of height-adjustable geotechnical grid according to claim 4, it is characterised in that：The rectangular notch (203)
Both sides are set there are two opposite conduit (204), and two conduits (204) cooperate respectively with two unit activity plate (3) ends.
6. a kind of height-adjustable geotechnical grid according to claim 5, it is characterised in that：The conduit (204) includes
Two opposite L-type baffles (205), are equipped with partition plate (206) in the middle part of the L-type baffle (205), and two partition plates (206) are by conduit
(204) it is divided into the first sliding groove (207) and the second sliding slot (208).
7. a kind of height-adjustable geotechnical grid according to claim 6, it is characterised in that：The first sliding groove (207)
Rack (209) is equipped on the side wall of both sides.
8. a kind of height-adjustable geotechnical grid according to claim 1, it is characterised in that：The unit activity plate (3)
Including rectangular slab (301), rectangular slab (301) both ends are equipped with sliding block (302), and the one side of two sliding blocks (302) is all provided with
There is gear (303), two gears (303) are connected by the rotation axis (304) of penetrating element movable plate (3).
9. a kind of height-adjustable geotechnical grid according to claim 8, it is characterised in that：In the rotation axis (304)
Portion is equipped with first bevel gear (305), and first bevel gear (305) one side is equipped with the second bevel gear (306) engaged, institute
It states second bevel gear (306) and is driven by being mounted on the rotating handles (307) at the top of rectangular slab (301).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711218221.6A CN108060619B (en) | 2017-11-28 | 2017-11-28 | Height-adjustable geocell |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711218221.6A CN108060619B (en) | 2017-11-28 | 2017-11-28 | Height-adjustable geocell |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108060619A true CN108060619A (en) | 2018-05-22 |
| CN108060619B CN108060619B (en) | 2020-07-10 |
Family
ID=62135787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711218221.6A Active CN108060619B (en) | 2017-11-28 | 2017-11-28 | Height-adjustable geocell |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108060619B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842750A (en) * | 2018-07-05 | 2018-11-20 | 安徽合创新型合成材料有限公司 | A kind of height-adjustable geotechnical grid and application method |
| CN109056651A (en) * | 2018-09-10 | 2018-12-21 | 东华理工大学 | A kind of water and soil conservation type ecological slope protection |
| CN109295960A (en) * | 2018-10-16 | 2019-02-01 | 安徽徽风新型合成材料有限公司 | A kind of adjustable TGXG in aperture |
| CN109989410A (en) * | 2019-03-25 | 2019-07-09 | 北京好运达智创科技有限公司 | A kind of side slope block slabstone masonry positioning mold and building method |
| CN111034582A (en) * | 2019-12-19 | 2020-04-21 | 郑楚英 | Water-intercepting micro-irrigation method for concrete frame slope protection plants |
| CN111042158A (en) * | 2019-12-19 | 2020-04-21 | 郑楚英 | Plant measure method for concrete frame and mortar rubble framework slope protection |
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| KR20090085820A (en) * | 2008-02-05 | 2009-08-10 | (주)한국에어로테크 | A retaining wall structure for using slide rail and installation method |
| CN105970901A (en) * | 2016-06-23 | 2016-09-28 | 安徽徽风新型合成材料有限公司 | Compound type seepage and draining preventing geocell |
| CN206275356U (en) * | 2016-08-17 | 2017-06-27 | 周旺锋 | Lifting tea table table |
| CN106991932A (en) * | 2017-05-16 | 2017-07-28 | 陈涛 | A kind of eating and drinking establishment's propaganda board |
| CN107192220A (en) * | 2017-07-10 | 2017-09-22 | 刘万忠 | A kind of Liftable type carries out drying equipment to Peel of Navel Orange |
| CN107264173A (en) * | 2017-07-07 | 2017-10-20 | 湖北物连网智能用品有限公司 | A kind of artistic creation palette rack with tilt adjustable and locomotive function |
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| KR20090085820A (en) * | 2008-02-05 | 2009-08-10 | (주)한국에어로테크 | A retaining wall structure for using slide rail and installation method |
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| CN106991932A (en) * | 2017-05-16 | 2017-07-28 | 陈涛 | A kind of eating and drinking establishment's propaganda board |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842750A (en) * | 2018-07-05 | 2018-11-20 | 安徽合创新型合成材料有限公司 | A kind of height-adjustable geotechnical grid and application method |
| CN109056651A (en) * | 2018-09-10 | 2018-12-21 | 东华理工大学 | A kind of water and soil conservation type ecological slope protection |
| CN109295960A (en) * | 2018-10-16 | 2019-02-01 | 安徽徽风新型合成材料有限公司 | A kind of adjustable TGXG in aperture |
| CN109989410A (en) * | 2019-03-25 | 2019-07-09 | 北京好运达智创科技有限公司 | A kind of side slope block slabstone masonry positioning mold and building method |
| CN109989410B (en) * | 2019-03-25 | 2021-04-02 | 北京好运达智创科技有限公司 | Positioning die for building slope rubble and building method |
| CN111034582A (en) * | 2019-12-19 | 2020-04-21 | 郑楚英 | Water-intercepting micro-irrigation method for concrete frame slope protection plants |
| CN111042158A (en) * | 2019-12-19 | 2020-04-21 | 郑楚英 | Plant measure method for concrete frame and mortar rubble framework slope protection |
| CN111042158B (en) * | 2019-12-19 | 2021-07-20 | 郑楚英 | Plant planting method for concrete frame and mortar rubble framework slope protection |
| CN111034582B (en) * | 2019-12-19 | 2021-09-17 | 郑楚英 | Water-intercepting micro-irrigation method for concrete frame slope protection plants |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108060619B (en) | 2020-07-10 |
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Denomination of invention: A height adjustable geogrid cell Granted publication date: 20200710 Pledgee: Shouxian Branch of Huizhou Commercial Bank Co.,Ltd. Pledgor: ANHUI HUIFENG NEW SYNTHETIC MATERIALS Co.,Ltd. Registration number: Y2024980001635 |