CN202380445U - Geomembrane anchoring partition structural part of dam body - Google Patents
Geomembrane anchoring partition structural part of dam body Download PDFInfo
- Publication number
- CN202380445U CN202380445U CN2011205283719U CN201120528371U CN202380445U CN 202380445 U CN202380445 U CN 202380445U CN 2011205283719 U CN2011205283719 U CN 2011205283719U CN 201120528371 U CN201120528371 U CN 201120528371U CN 202380445 U CN202380445 U CN 202380445U
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- geomembrane
- anchoring
- dam body
- supporting mass
- utility
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Abstract
The utility model relates to a geomembrane anchoring partition structural part of a dam body, which comprises a geomembrane anchoring plane and is characterized in that the geomembrane anchoring plane is arranged above a supporting body, a sealing belt is arranged below the supporting body, and an anchoring hole penetrating from the top to the bottom is arranged on the supporting body. The geomembrane anchoring partition structural part solves the problems that a geomembrane in the prior art is not smooth and simultaneously a whole water-proof layer can be affected by water leakage caused by damage of any one portion of the geomembrane.
Description
Technical field
The utility model relates to a kind of dam body geomembrane anchoring partitioned organization spare, and it belongs to dam body geomembrane anchor structure spare class.
Background technology
Geomembrane is processed by polyolefin resin, is widely used in the seepage control project of reservoir, water channel, dykes and dams, roadbed, tunnel, railway, highway, building, landfill, pollutant storage pool, mine tailing storage field, chemical industry storage pool, wastewater disposal basin etc.Geomembrane generally is on dam body, to lay one deck drainage layer in the application and construction engineering, re-lays geomembrane on the drainage layer; In the prior art; The anchoring of geomembrane generally adopts the rectangular metal press strip to carry out, and such anchored mode usually causes geomembrane to lay out-of-flatness, simultaneously any one position of geomembrane impaired occur leaking will have influence on whole waterproofing course; Moreover maintenance difficulties is also very big, and obviously prior art has further improved necessity.
Summary of the invention
The purpose of the utility model is to provide a kind of dam body geomembrane anchoring partitioned organization spare, to overcome the problem that prior art exists.
A kind of dam body geomembrane anchoring partitioned organization spare of the utility model; Comprise geomembrane anchoring face; It is characterized in that said geomembrane anchoring face is positioned at a supporting mass top, the below of said supporting mass is provided with sealing mat, and said supporting mass is provided with the anchor hole that runs through from top to bottom.
This dam body geomembrane anchoring partitioned organization spare of the utility model; The end that supporting mass is provided with sealing mat during use abuts on the dam body; Geomembrane carries on anchoring face; Use an anchoring bolt to pass the anchor hole on geomembrane, the supporting mass and be inserted in the dam body, can be securely with the geomembrane anchoring.Compared with prior art; Adopt this dam body geomembrane of the utility model anchoring partitioned organization spare, except the geomembrane laying was smooth, what is more important was under the effect of supporting member and sealing mat; Whole waterproofing course effectively is divided into some zones that are independent of each other; Like this, any one local impaired whole waterproofing course that is unlikely to have influence on, construction maintenance is also simple than prior art simultaneously.
As further improvement, the both sides of said anchoring face have chamfering, can prevent the damage of the paired geomembrane of side acute angle shape of installed surface like this.
As further improving; Also comprise a band; Said band is arranged on the anchoring face, and said in use band can prevent so on the one hand that geomembrane from contacting with anchoring face firmly to cause damage then between anchoring face and geomembrane; Also can promote the sealing performance of anchorage point on the other hand, prevent anchorage point generation seepage.
Description of drawings
Fig. 1 is a kind of dam body geomembrane anchoring partitioned organization spare stereogram that the utility model preferred embodiment is provided.
Fig. 2 is the user mode figure of a kind of dam body geomembrane anchoring partitioned organization spare of being provided of the utility model preferred embodiment.
In respectively scheming, 1 is that anchoring face, 2 is that supporting mass, 3 is that sealing mat, 4 is that anchor hole, 5 is that chamfering, 6 is that anchoring bolt, 7 is that geomembrane, 8 is that dam body, 9 is a band.
The specific embodiment
A kind of dam body geomembrane anchoring partitioned organization spare that the utility model preferred embodiment provides; Shown in accompanying drawing 1; Comprise geomembrane anchoring face 1; It is characterized in that said geomembrane anchoring face 1 is positioned at supporting mass 2 tops, the below of said supporting mass 2 is provided with sealing mat 3, and said supporting mass 2 is provided with the anchor hole 4 that runs through from top to bottom.
In this preferred embodiment; The both sides of said anchoring face 1 have chamfering 5; Also comprise a band 9 simultaneously, said band 9 is arranged on the anchoring face 1, can prevent so on the one hand that geomembrane from contacting with anchoring face firmly to cause damage; Also can promote the sealing performance of anchorage point on the other hand, prevent anchorage point generation seepage.
Accompanying drawing 2 is a kind of dam body geomembrane anchoring partitioned organization spare user mode figure that the utility model preferred embodiment provides; Shown in accompanying drawing 2; The end that supporting mass 2 is provided with sealing mat 3 during use abuts on the dam body 8, and geomembrane 7 carries on the band on the anchoring face 19, and an anchoring bolt 6 passes the anchor hole 4 on geomembrane 7, the supporting mass 2 and is inserted in the dam body 8; Thereby can be, and whole waterproofing course effectively be divided into some zones that are independent of each other securely with geomembrane 7 anchorings.
In sum; A kind of dam body geomembrane anchoring partitioned organization spare of the utility model comprises geomembrane anchoring face, it is characterized in that said geomembrane anchoring face is positioned at a supporting mass top; The below of said supporting mass is provided with sealing mat; Said supporting mass is provided with the anchor hole that runs through from top to bottom, and the utility model has solved the geomembrane that prior art exists and laid out-of-flatness, simultaneously any one position of geomembrane impaired occur leaking can have influence on the problem of whole waterproofing course.
The above is merely the specific embodiment of the utility model.But the utility model protection domain is not limited thereto.Any technician who is familiar with the present technique field is in the technical scope that the utility model discloses; The variation that can expect easily or replacement; All should be encompassed within the protection domain of the utility model, therefore, the protection domain of the utility model should be as the criterion with the protection domain of claim.
Claims (3)
1. dam body geomembrane anchoring partitioned organization spare; Comprise geomembrane anchoring face; It is characterized in that said geomembrane anchoring face is positioned at a supporting mass top, the below of said supporting mass is provided with sealing mat, and said supporting mass is provided with the anchor hole that runs through from top to bottom.
2. a kind of dam body geomembrane anchoring partitioned organization spare according to claim 1 is characterized in that the both sides of said anchoring face have chamfering.
3. a kind of dam body geomembrane anchoring partitioned organization spare according to claim 1 is characterized in that also comprising a band, and said band is arranged on the anchoring face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205283719U CN202380445U (en) | 2011-12-16 | 2011-12-16 | Geomembrane anchoring partition structural part of dam body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205283719U CN202380445U (en) | 2011-12-16 | 2011-12-16 | Geomembrane anchoring partition structural part of dam body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202380445U true CN202380445U (en) | 2012-08-15 |
Family
ID=46628957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205283719U Expired - Lifetime CN202380445U (en) | 2011-12-16 | 2011-12-16 | Geomembrane anchoring partition structural part of dam body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202380445U (en) |
-
2011
- 2011-12-16 CN CN2011205283719U patent/CN202380445U/en not_active Expired - Lifetime
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENZHEN VICOUIK ENGINEERING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG HONGPENG Effective date: 20131106 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20131106 Address after: The streets of Buji Gan Li Industrial Park of Longgang District, Shenzhen City, Guangdong province 518000 Gan Li six road No. 12 Hisense Science Park building third, 404 Patentee after: SHENZHEN WEITE ENGINEERING TECHNOLOGY CO., LTD. Address before: 518000 Nanshan District, Guangdong Province, Yuan court D-201 Patentee before: Wang Hongpeng |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: The streets of Buji Gan Li Industrial Park of Longgang District, Shenzhen City, Guangdong province 518000 Gan Li six road No. 12 Hisense innovation industrial city 12 building 4 layer 404 Patentee after: Shenzhen city Wei special environmental Polytron Technologies Inc Address before: The streets of Buji Gan Li Industrial Park of Longgang District, Shenzhen City, Guangdong province 518000 Gan Li six road No. 12 Hisense Science Park building third, 404 Patentee before: SHENZHEN WEITE ENGINEERING TECHNOLOGY CO., LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120815 |