CN106087937A - A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection - Google Patents
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection Download PDFInfo
- Publication number
- CN106087937A CN106087937A CN201610476594.2A CN201610476594A CN106087937A CN 106087937 A CN106087937 A CN 106087937A CN 201610476594 A CN201610476594 A CN 201610476594A CN 106087937 A CN106087937 A CN 106087937A
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- advance
- geotechnical grid
- linear
- push rod
- connecting plate
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- 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)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Road Signs Or Road Markings (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection.Immersing oneself in advance and connecting plate including guiding, described guiding immerses oneself in be a cylinder in advance, and the inner surface of described cylinder is laid with the first conduit vertically；The outer surface of described cylinder is laid with wing limit and the second conduit vertically；Described connecting plate one surface is respectively arranged at two ends with guide pillar, is fixedly arranged in the middle of a push rod；The use position of regulation connecting plate；Described push rod week, side was laid with positive stop strip；Described push rod immerses oneself in be slidably matched with guiding in advance；Described positive stop strip is slidably matched with guiding the first conduit immersed oneself in advance.The present invention is by using a guide-localization cylinder as auxiliary positioning effect, again pre-buried bolt is coordinated with guide-localization cylinder, it is fixed by buried mode geotechnical grid linear to unidirectional connection, the position of geotechnical grid is regulated by the direction of regulation pre-buried bolt, there is flexible operation, good stability, effectively strengthens the constructing structure of geotechnical grid.
Description
Technical field
The invention belongs to geotechnical grid technical field, particularly relate to a kind of pre-for the linear geotechnical grid of unidirectional connection
Pile anchoring.
Background technology
High strength geogrid is to add the muscle material institutes such as the steel wire of people's low elongation, glass fibre, carbon fiber in plastic sheet
The composite sheet of composition, is formed by connecting by the form such as plug-in unit or fastener, is cellular stereoscopic grid after expansion.Compartment is not opened up
When opening, in the same side of same sheet material, the distance between adjacent two junctions is for connecting distance.
Plastic geocell, by the plastic sheet of strip, is formed by connecting by methods such as ultrasonic bonding, after expansion is
Cellular stereoscopic grid.The width of strip sheet material is the height of compartment.When compartment is not deployed, same at same sheet material
Side, the distance between adjacent two weld seams is welding distance.
The linear geotechnical grid of unidirectional connection is that the unidirectional linearity composite strip by being composited is connected band mutually with HDPE
Connect the geotechnical grid of composition, there is extensibility strong, be configured the structural plane of geotechnical grid according to the region of practice of construction
Long-pending, have wide range of applications, easy to process, cost of manufacture is cheap.In this unidirectional connection linear geotechnical grid work progress, in order to carry
The high accuracy installing location, by designing the pre-pile anchoring of a band location structure, carries out location positioning in advance, then carries out unidirectional
Connect the construction of linear geotechnical grid.
Summary of the invention
It is an object of the invention to provide a kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection, by using one to lead
To positioning tube as auxiliary positioning effect, then pre-buried bolt is coordinated with guide-localization cylinder, by buried mode to unidirectional
Connect linear geotechnical grid to be fixed, regulated the position of geotechnical grid by the direction of regulation pre-buried bolt, solve unidirectional
Connect the problem that the construction location of linear geotechnical grid is difficult.
For solving above-mentioned technical problem, the present invention is achieved by the following technical solutions:
The present invention is a kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection, immerses oneself in advance and connecting plate including guiding,
Described guiding immerses oneself in be a cylinder in advance, and the inner surface of described cylinder is laid with the first conduit vertically；The appearance of described cylinder
Face is laid with wing limit and the second conduit vertically；Described connecting plate one surface is respectively arranged at two ends with guide pillar, is fixedly arranged in the middle of one
Push rod；Wherein, another surface configuration of described connecting plate has six prisms, is coordinated by spanner and six prisms and is used for rotating this connection
Plate, the use position of regulation connecting plate；Wherein, side of described push rod week is laid with positive stop strip；Described push rod is immersed oneself in advance with guiding
It is slidably matched；Described positive stop strip is slidably matched with guiding the first conduit immersed oneself in advance.
Further, described guiding immerses oneself in use vinyon or aluminum alloy material to make in advance；Described guiding is immersed oneself in advance
One end be the conical surface.
Further, the structure on described wing limit is triangular prism；Described wing limit is positioned to guide immerses oneself in the first groove of inner surface in advance
On the outer surface that road is relative.
Further, described second conduit cross section is circular arc notch.
Further, described connecting plate is polyethylene board；The guide pillar week side at two ends, described connecting plate one surface is compounded with one
Layer rubber layer.
Further, described positive stop strip distance push rod end is the scope of 5cm-10cm；Described positive stop strip distance connecting plate
The distance on surface is the scope of 10cm-50cm.
Further, described six prisms are with push rod on the same axis；Described push rod uses polyethylene material or aluminium alloy
Material is made.
The method have the advantages that
Pre-buried bolt, by using a guide-localization cylinder as auxiliary positioning effect, then is joined by the present invention with guide-localization cylinder
Close, be fixed by buried mode geotechnical grid linear to unidirectional connection, adjusted by the direction of regulation pre-buried bolt
The position of joint geotechnical grid, has flexible operation, good stability, effectively strengthens the constructing structure of geotechnical grid.
Certainly, the arbitrary product implementing the present invention it is not absolutely required to reach all the above advantage simultaneously.
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 use below
Accompanying drawing is briefly described, it should be apparent that, the accompanying drawing in describing below is only some embodiments of the present invention, for ability
From the point of view of the those of ordinary skill of territory, on the premise of not paying creative work, it is also possible to obtain the attached of other according to these accompanying drawings
Figure.
Fig. 1 is the structural representation of a kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection of invention；
Fig. 2 is the structural representation of connecting plate；
Fig. 3 is to guide the structural representation immersed oneself in advance；
Fig. 4 is the structure top view of Fig. 3；
Fig. 5 is the structural representation of the linear geotechnical grid of unidirectional connection applying pre-pile anchoring.
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 clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, those of ordinary skill in the art obtained under not making creative work premise all other
Embodiment, broadly falls into the scope of protection of the invention.
In describing the invention, it is to be understood that term " perforate ", " on ", D score, " thickness ", " top ", " in ",
Indicating position or the position relationship such as " length ", " interior ", " surrounding ", be for only for ease of the description present invention and simplify description, and not
It is to indicate or imply that the assembly of indication or element must have specific orientation, with specific azimuth configuration and operation, the most not
It is understood that as limitation of the present invention.
Referring to shown in Fig. 1-5, the present invention is a kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection, including guiding
Immersing oneself in 3 and connecting plate 4 in advance, guide and immerse oneself in advance 3 to be a cylinder, the inner surface of cylinder is laid with the first conduit 301 vertically；Circle
The outer surface of cylinder is laid with wing limit 302 and the second conduit 303 vertically；Guide and immerse oneself in 3 employing vinyons or aluminum in advance and close
Gold material is made；Guide immerse oneself in advance 3 one end be the conical surface.The structure on wing limit 302 is triangular prism；It is pre-that wing limit 302 is positioned at guiding
Immerse oneself on the relative outer surface of the first conduit 301 of 3 inner surfacies.By guide immerse oneself in advance 3 outer surface arrange wing limit 302
With the second conduit 303 for limit guide immerse oneself in advance 3 position, prevent from guiding immerse oneself in advance 3 rotation.Second conduit 303 is transversal
Face is circular arc notch
As in figure 2 it is shown, connecting plate 4 one surface is respectively arranged at two ends with guide pillar 401, it is fixedly arranged in the middle of a push rod 402；Connecting plate
4 is polyethylene board；401 weeks sides of the guide pillar at two ends, connecting plate 4 one surface are compounded with one layer of rubber layer.
Wherein, another surface configuration of connecting plate 4 has six prisms 404, is coordinated by spanner and six prisms 404 and is used for rotating
This connecting plate 4, the use position of regulation connecting plate 4；Wherein, 402 weeks sides of described push rod are laid with positive stop strip 403；Described top
Bar 402 and guide and immerse oneself in advance 3 to be slidably matched；Positive stop strip 403 and guide immerse oneself in advance 3 the first conduit 301 be slidably matched.
Wherein, as shown in Figure 3 and Figure 4, during use, by be directed to pre-immerse oneself in 3 head embedment underground, then by guide pillar
401 ends immerse oneself in 3 to coordinate with guiding in advance.
Wherein, positive stop strip 403 is the scope of 5cm-10cm apart from push rod 402 end；Positive stop strip 403 is apart from connecting plate 4 table
The distance in face is the scope of 10cm-50cm.
Wherein, six prisms 404 are with push rod 402 on the same axis；Described push rod 402 uses polyethylene material or aluminium alloy
Material is made.
One of the present embodiment has particular application as: when carrying out unidirectional connection linear geotechnical grid layout, first position,
It is directed to pre-3 end embedment anchor points of immersing oneself in, then by linear for unidirectional connection geotechnical grid is arranged, then by connecting plate 4
Guide pillar 401 and geotechnical grid on interval cylinder 2 interference fit (as it is shown in figure 5, be spaced compound unidirectional of cylinder 2 by HDPE band 1
The geotechnical grid of band composition)；Again guide pillar 401 is imbedded underground by hammering.
In the description of this specification, the description of reference term " embodiment ", " example ", " concrete example " etc. means
The specific features that describes in conjunction with this embodiment or example, structure, material are lived feature and are contained at least one of the present invention and implement
In example or example.In this manual, the schematic representation to above-mentioned term is not necessarily referring to identical embodiment or example.
And, the specific features of description, structure, material or feature can be to close in any one or more embodiments or example
Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.Preferred embodiment is the most detailed
Describe all of details, be also not intended to the detailed description of the invention that this invention is only described.Obviously, according to the content of this specification,
Can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is to preferably explain the present invention
Principle and actual application so that skilled artisan can be best understood by and utilize the present invention.The present invention is only
Limited by claims and four corner thereof and equivalent.
Claims (7)
1. the pre-pile anchoring for the linear geotechnical grid of unidirectional connection, it is characterised in that: include guiding and immerse oneself in (3) and connect in advance
Plate (4),
Described guiding immerse oneself in advance (3) be a cylinder, the inner surface of described cylinder is laid with the first conduit (301) vertically；Institute
The outer surface stating cylinder is laid with wing limit (302) and the second conduit (303) vertically；
Described connecting plate (4) surface is respectively arranged at two ends with guide pillar (401), is fixedly arranged in the middle of a push rod (402)；
Wherein, another surface configuration of described connecting plate (4) has six prisms (404)；
Wherein, described push rod (402) week side is laid with positive stop strip (403)；
Described push rod (402) and guide immerse oneself in advance (3) be slidably matched；Described positive stop strip (403) with guide immerse oneself in advance (3) first
Conduit (301) is slidably matched.
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection the most according to claim 1, it is characterised in that described
Guide immerse oneself in advance (3) use vinyon or aluminum alloy material to make；It is the conical surface that described guiding immerses oneself in the one end of (3) in advance.
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection the most according to claim 1, it is characterised in that described
The structure on wing limit (302) is triangular prism；Described wing limit (302) is positioned to guide immerses oneself in the first conduit (301) phase of (3) inner surface in advance
To outer surface on.
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection the most according to claim 1, it is characterised in that described
Second conduit (303) cross section is circular arc notch.
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection the most according to claim 1, it is characterised in that described
Connecting plate (4) is polyethylene board；Guide pillar (401) the week side at described connecting plate (4) two ends, surface is compounded with one layer of rubber layer.
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection the most according to claim 1, it is characterised in that described
Positive stop strip (403) distance push rod (402) end is the scope of 5cm-10cm；Described positive stop strip (403) distance connecting plate (4) surface
The scope that distance is 10cm-50cm.
A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection the most according to claim 1, it is characterised in that described
Six prisms (404) are with push rod (402) on the same axis；Described push rod (402) uses polyethylene material or aluminum alloy material system
Become.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610476594.2A CN106087937B (en) | 2016-06-24 | 2016-06-24 | A kind of pre- pile anchoring for being used to unidirectionally connect linear geotechnical grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610476594.2A CN106087937B (en) | 2016-06-24 | 2016-06-24 | A kind of pre- pile anchoring for being used to unidirectionally connect linear geotechnical grid |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087937A true CN106087937A (en) | 2016-11-09 |
| CN106087937B CN106087937B (en) | 2017-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610476594.2A Active CN106087937B (en) | 2016-06-24 | 2016-06-24 | A kind of pre- pile anchoring for being used to unidirectionally connect linear geotechnical grid |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149667A (en) * | 2017-11-30 | 2018-06-12 | 安徽杰奥玛克合成材料科技有限公司 | A kind of pre- pile anchoring for geotechnical grid |
| CN109295823A (en) * | 2018-10-17 | 2019-02-01 | 安徽徽风新型合成材料有限公司 | A kind of splice type geotechnical grid mounting structure |
| CN111764408A (en) * | 2020-04-01 | 2020-10-13 | 安徽金联地矿科技有限公司 | Be used for domatic fixed building check room in mine |
| CN113882362A (en) * | 2021-11-18 | 2022-01-04 | 安徽中路工程材料有限公司 | Embedded pile for geocell |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201103125Y (en) * | 2007-09-13 | 2008-08-20 | 苏学孟 | Edge sealing structure of building grillage |
| CN104314066A (en) * | 2014-11-05 | 2015-01-28 | 武汉橄石代环境资源科技有限公司 | Honeycomb chamber connecting piece and manufacturing method thereof |
| KR20150070762A (en) * | 2013-12-17 | 2015-06-25 | 박종민 | Connecting member of soft ground reinforcement sheets |
| CN204475264U (en) * | 2015-03-02 | 2015-07-15 | 司铁壮 | Water conservancy geo-grid fixing holder |
| CN204919524U (en) * | 2015-09-18 | 2015-12-30 | 张振武 | Geotechnique's check room |
-
2016
- 2016-06-24 CN CN201610476594.2A patent/CN106087937B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201103125Y (en) * | 2007-09-13 | 2008-08-20 | 苏学孟 | Edge sealing structure of building grillage |
| KR20150070762A (en) * | 2013-12-17 | 2015-06-25 | 박종민 | Connecting member of soft ground reinforcement sheets |
| CN104314066A (en) * | 2014-11-05 | 2015-01-28 | 武汉橄石代环境资源科技有限公司 | Honeycomb chamber connecting piece and manufacturing method thereof |
| CN204475264U (en) * | 2015-03-02 | 2015-07-15 | 司铁壮 | Water conservancy geo-grid fixing holder |
| CN204919524U (en) * | 2015-09-18 | 2015-12-30 | 张振武 | Geotechnique's check room |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149667A (en) * | 2017-11-30 | 2018-06-12 | 安徽杰奥玛克合成材料科技有限公司 | A kind of pre- pile anchoring for geotechnical grid |
| CN109295823A (en) * | 2018-10-17 | 2019-02-01 | 安徽徽风新型合成材料有限公司 | A kind of splice type geotechnical grid mounting structure |
| CN111764408A (en) * | 2020-04-01 | 2020-10-13 | 安徽金联地矿科技有限公司 | Be used for domatic fixed building check room in mine |
| CN111764408B (en) * | 2020-04-01 | 2022-03-15 | 安徽金联地矿科技有限公司 | Be used for domatic fixed building check room in mine |
| CN113882362A (en) * | 2021-11-18 | 2022-01-04 | 安徽中路工程材料有限公司 | Embedded pile for geocell |
| CN113882362B (en) * | 2021-11-18 | 2022-12-02 | 安徽中路工程材料有限公司 | Embedded pile for geocell |
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| Publication number | Publication date |
|---|---|
| CN106087937B (en) | 2017-12-29 |
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