CN106013037A - Hoop point location distribution type geocell - Google Patents
Hoop point location distribution type geocell Download PDFInfo
- Publication number
- CN106013037A CN106013037A CN201610476591.9A CN201610476591A CN106013037A CN 106013037 A CN106013037 A CN 106013037A CN 201610476591 A CN201610476591 A CN 201610476591A CN 106013037 A CN106013037 A CN 106013037A
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- CN
- China
- Prior art keywords
- conduit
- grid
- net
- hdpe
- circle
- 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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Classifications
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Agronomy & Crop Science (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses hoop point location distribution type geocell which comprises a hoop and positioning grids. First channels and second channels are evenly distributed in the circumferential direction of the inner surface of the hoop. The positioning grids are HDPE strips. A positioning rod is fixed to each of the two ends of each HDPE strip. The positioning rods are in interference fit with the first channels. The positioning grids are in interference fit with the second channels. By the adoption of circle type fixed-point positioning geogrid, fixed-point arrangement can be conducted on the position where the geocell needs to be arranged according to the ground surface of the field, and the use flexibility of the geocell is improved; and a polyethylene circle serves as a base material, the HDPE strips are evenly distributed in the circle to serve as the grids, in addition, the positioning rods are arranged, so that construction is convenient, operation is simple, application to small-area ground surfaces is good, structural arrangement is flexible, and large-area arrangement is conducted in an array distribution manner.
Description
Technical field
The invention belongs to geotechnical grid technical field, particularly relate to a kind of net and punctuate position distributed geotechnique lattice
Room.
Background technology
Geotechnical grid is that the one formed through high-tenacity welding is three-dimensional netted by the HDPE sheet material strengthened
Compartment structure.Typically it is welded through ultrasound wave pin type.Because of requirement of engineering, carrying out on diaphragm of having beats
Hole.Geotechnical grid is as a kind of novel synthetic material, in late nineteen eighties the early 1990s, American-European etc.
Country has begun to substantial amounts of R&D work, and holds improving typically to banket through test and on-the-spot application attestation
The biggest effect is all had by live load and subgrade protection aspect.Geotechnical grid distinctive facade piles reinforced effects and
The effective unitary side implemented is sex-limited, can guarantee that the minimum at some Special zone is filled out to the full extent
Soil height, and make to banket there are the strength and stiffness of high-quality.
Existing geotechnical grid is three-dimensional netted compartment structure, has the wide scope of overall laying, it is impossible to
Arranging geotechnical grid as fixed point location formula, therefore, the present invention provides the geotechnique of a kind of fixed point location formula
Grid, it is possible to according to on-the-spot earth's surface, needs the position being arranged geotechnical grid to carry out fixed point and arranges, carry
The use motility of this geotechnical grid high.
Summary of the invention
It is an object of the invention to provide a kind of net to punctuate the distributed geotechnical grid in position, by using one circle
The GSZ of the fixed point location formula of ring type, by employing polyethylene circle as base material, by circle
Inside it is laid with HDPE band as grid, and is provided with location bar, use array distributed carrying out
Large area is arranged, solving existing geotechnical grid is three-dimensional netted compartment structure, has overall laying
Wide scope, it is impossible to geotechnical grid problem is set as fixed point location formula.
For solving above-mentioned technical problem, the present invention is achieved by the following technical solutions:
The present invention punctuates the distributed geotechnical grid in position for a kind of net, including net circle and location grid, described net circle
Inner surface be evenly distributed and have the first conduit and the second conduit；Described location grid are HDPE band, institute
The two ends stating HDPE band are respectively and fixedly provided with a positioning rod；Described location bar and the first conduit interference fit；Institute
State location grid and the second conduit matched in clearance.
Further, the HDPE band of described location grid is Double layer band, by HDPE by the way of welding
Band is fixed with location bar.
Further, described first conduit is the circular groove coordinated with location bar；Described second conduit is
The rectangular duct coordinated with the location grid of HDPE band；Described first conduit and the second conduit are mutually communicated；
Described second conduit connects with the inner surface of net circle.
Further, described net circle uses vinyon to make, at the first conduit of location bar with net circle
After cooperation, then fixed by welder.
The method have the advantages that
The present invention uses the GSZ of the fixed point location formula of a kind of circle type, it is possible to according to on-the-spot earth's surface,
Need the position being arranged geotechnical grid to carry out fixed point to arrange, improve the use motility of this geotechnical grid,
By use polyethylene circle as base material, by being laid with HDPE band in circle as grid,
And it is provided with location bar, there is easy construction, simple to operate, should make good use of for little area earth's surface, knot
Structure flexible arrangement, uses and array distributed carries out large area layout.
Certainly, the arbitrary product implementing the present invention it is not absolutely required to reach all the above excellent simultaneously
Point.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, embodiment will be described required below
Accompanying drawing to be used is briefly described, it should be apparent that, the accompanying drawing in describing below is only the present invention
Some embodiments, for those of ordinary skill in the art, in the premise not paying creative work
Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 is that a kind of net of the present invention is punctuated the plan structure schematic diagram of the distributed geotechnical grid in position；
Fig. 2 be a kind of net of the present invention punctuate the distributed geotechnical grid in position look up structural representation；
Fig. 3 is the structure top view of Fig. 2；
Fig. 4 is the structural representation of net circle；
Fig. 5 is Fig. 4 structural front view；
Fig. 6 is the partial structurtes enlarged drawing in Fig. 5 at A；
Fig. 7 is the structural representation of location grid；
In accompanying drawing, the list of parts representated by each label is as follows:
1-nets circle, and 2-positions grid, 101-the first conduit, 102-the second conduit, and 201-positions bar.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the present invention, and
It is not all, of embodiment.Based on the embodiment in the present invention, those of ordinary skill in the art are not making
Go out all other embodiments obtained under creative work premise, broadly fall into the scope of protection of the invention.
In describing the invention, it is to be understood that term " perforate ", " on ", D score, " thickness ",
" push up ", " in ", " length ", " interior ", indicating position or the position relationship such as " surrounding ", merely to just
Describe in the description present invention and simplification rather than indicate or imply that the assembly of indication or element must have spy
Fixed orientation, with specific azimuth configuration and operation, is therefore not considered as limiting the invention.
Referring to shown in Fig. 1-7, the present invention punctuates the distributed geotechnical grid in position for a kind of net, including net circle
1 is evenly distributed has the first conduit 101 and the second conduit 102 with location grid 2, the inner surface of net circle 1；
Location grid 2 are HDPE band, and the two ends of described HDPE band are respectively and fixedly provided with a positioning rod 201；Location
Bar 201 and the first conduit 101 interference fit；Location grid 2 and the second conduit 102 matched in clearance.
Wherein as it is shown in fig. 7, the HDPE band of location grid 2 is Double layer band, will by the way of welding
HDPE band is fixed with location bar 201.
The most as Figure 4-Figure 6, the first conduit 101 is the circular groove coordinated with location bar 201；The
Two conduits 102 are the rectangular duct that the location grid 2 with HDPE band coordinate；First conduit 101 and second
Conduit 102 is mutually communicated；Second conduit 102 connects with the inner surface of net circle 1.
Wherein, net circle 1 employing vinyon is made, at the first conduit of location bar 201 with net circle 1
After 101 coordinate, then fixed by welder.
One of the present embodiment has particular application as: during use, by position of being punctuated by this net distributed geotechnique lattice
Room is arranged on earth's surface to be combined, and the location bar 201 of the distributed geotechnical grid in position of being punctuated by this net is fixed
On the ground, then the radial direction that location grid 2 enclose 1 along net is drawn into straight line, forms three-dimensional soil
Work compartment, has structural strength high, easy construction, makes simple.
In the description of this specification, reference term " embodiment ", " example ", " concrete example "
Deng the specific features that description means to combine this embodiment or example describes, structure, material live feature bag
It is contained at least one embodiment or the example of the present invention.In this manual, the signal to above-mentioned term
Property statement be not necessarily referring to identical embodiment or example.And, the specific features of description, structure,
Material or feature can combine in any one or more embodiments or example in an appropriate manner.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.Preferred embodiment is also
There is no all of details of detailed descriptionthe, be not intended to the detailed description of the invention that this invention is only described yet.Obviously,
According to the content of this specification, can make many modifications and variations.This specification is chosen and specifically describes this
A little embodiments, are to preferably explain the principle of the present invention and actual application, so that affiliated technology neck
Field technique personnel can be best understood by and utilize the present invention.The present invention is only by claims and whole model thereof
Enclose the restriction with equivalent.
Claims (4)
1. a net is punctuated the distributed geotechnical grid in position, it is characterised in that: include net circle (1) and calmly
Position grid (2), the inner surface of described net circle (1) is evenly distributed and has the first conduit (101) and the
Two conduits (102)；Described location grid (2) is HDPE band, and the two ends of described HDPE band are the most solid
Surely there is a positioning rod (201)；Described location bar (201) and the first conduit (101) interference fit；
Described location grid (2) and the second conduit (102) matched in clearance.
A kind of net the most according to claim 1 is punctuated the distributed geotechnical grid in position, and its feature exists
In, the HDPE band of described location grid (2) is Double layer band, by HDPE bar by the way of welding
Band is fixed with location bar (201).
A kind of net the most according to claim 1 is punctuated the distributed geotechnical grid in position, and its feature exists
In, described first conduit (101) is the circular groove coordinated with location bar (201)；Described second
Conduit (102) is the rectangular duct coordinated with the location grid (2) of HDPE band；Described first conduit
(101) it is mutually communicated with the second conduit (102)；Described second conduit (102) and net circle (1)
Inner surface connect.
A kind of net the most according to claim 1 is punctuated the distributed geotechnical grid in position, and its feature exists
In, described net circle (1) uses vinyon to make, at location bar (201) and net circle (1)
After first conduit (101) coordinates, then fixed by welder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610476591.9A CN106013037B (en) | 2016-06-24 | 2016-06-24 | A kind of net circle point distribution geotechnical grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610476591.9A CN106013037B (en) | 2016-06-24 | 2016-06-24 | A kind of net circle point distribution geotechnical grid |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106013037A true CN106013037A (en) | 2016-10-12 |
| CN106013037B CN106013037B (en) | 2018-08-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610476591.9A Active CN106013037B (en) | 2016-06-24 | 2016-06-24 | A kind of net circle point distribution geotechnical grid |
Country Status (1)
| Country | Link |
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| CN (1) | CN106013037B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0238616A (en) * | 1988-07-28 | 1990-02-08 | Takiron Co Ltd | Net for construction work |
| CN102615818A (en) * | 2012-04-08 | 2012-08-01 | 范雯丽 | Manufacturing method of tortoiseshell pattern-like plastic geogrid and geogrid manufactured by manufacturing method |
| CN103015393A (en) * | 2012-11-23 | 2013-04-03 | 常州申达经编有限公司 | Reinforced soil engineering grid |
| CN103352444A (en) * | 2013-07-18 | 2013-10-16 | 管大为 | Lattice type river bank revetment structure and construction method thereof |
| CN203546549U (en) * | 2013-10-18 | 2014-04-16 | 付静 | Multifunctional reinforced geotechnical grid |
-
2016
- 2016-06-24 CN CN201610476591.9A patent/CN106013037B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0238616A (en) * | 1988-07-28 | 1990-02-08 | Takiron Co Ltd | Net for construction work |
| CN102615818A (en) * | 2012-04-08 | 2012-08-01 | 范雯丽 | Manufacturing method of tortoiseshell pattern-like plastic geogrid and geogrid manufactured by manufacturing method |
| CN103015393A (en) * | 2012-11-23 | 2013-04-03 | 常州申达经编有限公司 | Reinforced soil engineering grid |
| CN103352444A (en) * | 2013-07-18 | 2013-10-16 | 管大为 | Lattice type river bank revetment structure and construction method thereof |
| CN203546549U (en) * | 2013-10-18 | 2014-04-16 | 付静 | Multifunctional reinforced geotechnical grid |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106013037B (en) | 2018-08-17 |
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