CN205894120U - Take geomembrane of stock - Google Patents
Take geomembrane of stock Download PDFInfo
- Publication number
- CN205894120U CN205894120U CN201620670201.7U CN201620670201U CN205894120U CN 205894120 U CN205894120 U CN 205894120U CN 201620670201 U CN201620670201 U CN 201620670201U CN 205894120 U CN205894120 U CN 205894120U
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- China
- Prior art keywords
- geomembrane
- anchor pole
- stock
- inserted link
- bulb
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- 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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Abstract
The utility model discloses a take geomembrane of stock, including tiling geomembrane body in the steep side slope of height, the interval is equipped with a plurality of stock on the geomembrane body is close to a side of high steep side slope, and the one end of stock is equipped with the portion of expanding, and the terminal surface and the geomembrane body of the portion of expanding link firmly, and the other end of stock inserts the drilling of high steep side slope for cylindrical inserted bar in, the diameter of the portion of expanding is greater than the diameter of cylindrical inserted bar. The utility model adopts the above structure, neither can destroy the integrality and the whole prevention of seepage effect of geomembrane, can reduce operation work load again and reduce the construction degree of difficulty, it is easy and simple to handle, improved the efficiency of construction.
Description
Technical field:
This utility model is related to a kind of geomembrane with anchor pole.
Background technology:
Geomembrane has excellent barrier performance, the Tailings Dam being currently widely applied in refuse landfill and having pollution
On the antiseepage lining of (slag storehouse, Hui Chang).For increasing capacity, saving these places of quantities often select in low-lying ground or mountain valley
Middle construction, this just makes to run into the even upright cliff of high gradient slope in the process of deployment of geomembrane, causes anchoring difficult.If
Anchorage style select unreasonable, geomembrane can not be firmly fixed in side slope, have when the gradient is larger generation fastening invalidation,
The danger that geomembrane integrally glides.
At present, the most frequently used anchor type is anchoring groove anchoring, arranges an anchor every certain height in side slope
Gu platform, ditching, by the top embedment ditch of geomembrane, soil or the gravity of rubble is relied on to push down geomembrane.This method needs
First make anchored platform, quantities is larger.
Abrupt slope close to vertical angle setting anchored platform extremely difficult in the case of, conventional anchoring process is that anchor pole is worn
Hole anchors.Specific practice is to penetrate geomembrane with anchor pole to be followed closely on crag, then again using geomembrane patch installing at perforation
Sealing.This method destroys the integrity of geomembrane, produces certain hidden danger to seepage capability, and geomembrane environmental stress resistance
Cracking performance is poor, can produce and persistently ftracture under long-duration load effect.
Utility model content:
This utility model is in order to make up the deficiencies in the prior art, there is provided a kind of geomembrane with anchor pole, both will not destroy
The integrity of geomembrane and overall anti-seepage effect, can reduce work operations amount again and reduce difficulty of construction, easy and simple to handle, improve
Efficiency of construction, solves problems of the prior art.
This utility model be the technical scheme is that by solving above-mentioned technical problem
A kind of geomembrane with anchor pole, including the geotechnological membrane body being laid on high gradient slope, close in geotechnological membrane body
Several anchor poles are interval with the one side of high gradient slope, one end of anchor pole is provided with bulb, the end face of bulb and geotechnique
Membrane body is connected, and the other end of anchor pole is that cylindrical inserted link inserts in the boring of high gradient slope, bulb with diameter greater than cylinder
The diameter of shape inserted link.
It is arranged with the anti-skid sleeve of taper outside cylindrical inserted link, the medial wall of anti-skid sleeve is provided with female thread, cylinder
The lateral wall of shape inserted link is provided with the external screw thread matching with female thread, and in the tapered exterior sidewall of anti-skid sleeve, uniform intervals are provided with
Several anti-skid bulges.
This utility model adopts said structure, both will not destroy the integrity of geomembrane and overall anti-seepage effect, can subtract again
Few work operations amount and reduction difficulty of construction, easy and simple to handle, improve efficiency of construction.
Brief description:
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the right side structural representation of Fig. 1.
In figure, 1, geotechnological membrane body, 2, anchor pole, 3, bulb, 4, cylindrical inserted link, 5, anti-skid sleeve, 6, boring, 7, anti-
Sliding raised, 8, high gradient slope.
Specific embodiment:
For the technical characterstic of this programme can be clearly described, below by specific embodiment, and combine its accompanying drawing, to this reality
It is described in detail with new.
As shown in Figure 1-2, a kind of geomembrane with anchor pole, including the geotechnological membrane body 1 being laid on high gradient slope 8,
Geotechnological membrane body 1 is interval with several anchor poles 2 on the one side of high gradient slope 8, and one end of anchor pole 2 is provided with bulb 3,
The end face of bulb 3 is connected with geotechnological membrane body 1, and the other end of anchor pole 2 is the boring 6 that cylindrical inserted link 4 inserts high gradient slope 8
Interior, the diameter with diameter greater than cylindrical inserted link 4 of bulb 3.Described anchor pole 2 is plastics anchor bar, it is to avoid hard metal anchors
The puncture problem that bar is likely to result in, setting bulb 3 in order to increase adhesive bond area, by adhesive by geotechnological membrane body
1 firmly pastes on anchor pole 2.
It is arranged with the anti-skid sleeve 5 of taper outside cylindrical inserted link 4, the medial wall of anti-skid sleeve 5 is provided with female thread, circle
The lateral wall of cylindricality inserted link 4 is provided with the external screw thread matching with female thread, uniform intervals in the tapered exterior sidewall of anti-skid sleeve 5
It is provided with several anti-skid bulges 7.
Make a call to a row or number row hole drilling 6 along certain absolute altitude on high gradient slope 8, anchor pole 2 is fixed in boring 6, anchor pole 2
Bulb 3 end face applies adhesive, and geotechnological membrane body 1 is firmly sticked on bulb 3 end face.So, by some
Anchor pole 2 by large-area geotechnique membrane body 1 be fixed on Rock And Soil domatic on, both will not destroy integrity and the entirety of geomembrane
Anti-seepage effect, can reduce work operations amount again and reduce difficulty of construction, easy and simple to handle, improve efficiency of construction.In order that anchor pole 2
It is firmly fixed to hole in 6, before the cylindrical inserted link 4 of anchor pole 2 is inserted boring 6, be threaded connection sheathed anti-skidding
Sleeve 5, is inserted into holing in 6, and the anti-skid sleeve 5 of cone and anti-skid bulge 7 enhance the knot of anchor pole 2 and high gradient slope 8
Make a concerted effort.
Above-mentioned specific embodiment cannot function as the restriction to this utility model protection domain, for the skill of the art
For art personnel, any alternate modification that this utility model embodiment is made or conversion all fall within guarantor of the present utility model
In the range of shield.
This utility model does not describe part in detail, is the known technology of those skilled in the art of the present technique.
Claims (2)
1. a kind of geomembrane with anchor pole it is characterised in that: include being laid in geotechnological membrane body on high gradient slope, in geomembrane
Body is interval with several anchor poles on the one side of high gradient slope, and one end of anchor pole is provided with bulb, the end of bulb
Face is connected with geotechnological membrane body, and the other end of anchor pole is that cylindrical inserted link inserts in the boring of high gradient slope, the diameter of bulb
Diameter more than cylindrical inserted link.
2. a kind of geomembrane with anchor pole according to claim 1 it is characterised in that: be arranged with cone outside cylindrical inserted link
The anti-skid sleeve of shape, the medial wall of anti-skid sleeve is provided with female thread, and the lateral wall of cylindrical inserted link is provided with and female thread phase
The external screw thread of cooperation, in the tapered exterior sidewall of anti-skid sleeve, uniform intervals are provided with several anti-skid bulges.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620670201.7U CN205894120U (en) | 2016-06-29 | 2016-06-29 | Take geomembrane of stock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620670201.7U CN205894120U (en) | 2016-06-29 | 2016-06-29 | Take geomembrane of stock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894120U true CN205894120U (en) | 2017-01-18 |
Family
ID=57770200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620670201.7U Active CN205894120U (en) | 2016-06-29 | 2016-06-29 | Take geomembrane of stock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894120U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109695225A (en) * | 2018-11-23 | 2019-04-30 | 中国五冶集团有限公司 | A kind of lakebed waterproof construction antiskid processing method |
-
2016
- 2016-06-29 CN CN201620670201.7U patent/CN205894120U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109695225A (en) * | 2018-11-23 | 2019-04-30 | 中国五冶集团有限公司 | A kind of lakebed waterproof construction antiskid processing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 251200 Yucheng province hi tech Development Zone, Dezhou, Yingbin Road, No. 168, No. Patentee after: Hao Yang environmental Limited by Share Ltd Address before: 251200 Yucheng province hi tech Development Zone, Dezhou, Yingbin Road, No. 168, No. Patentee before: Shandong Hao Yang new engineering material limited company |
|
| CP01 | Change in the name or title of a patent holder |