CN207812470U - A kind of plastic sheet pile with injected hole - Google Patents
A kind of plastic sheet pile with injected hole Download PDFInfo
- Publication number
- CN207812470U CN207812470U CN201820169182.9U CN201820169182U CN207812470U CN 207812470 U CN207812470 U CN 207812470U CN 201820169182 U CN201820169182 U CN 201820169182U CN 207812470 U CN207812470 U CN 207812470U
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- CN
- China
- Prior art keywords
- sheet pile
- injected hole
- plastic sheet
- protrusion
- pile
- 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.)
- Expired - Fee Related
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model is related to plastic sheet pile technical fields, disclose a kind of plastic sheet pile with injected hole, including sheet pile pile body, sheet pile pile body one end is equipped with protrusion, the other end is equipped with the groove to match with the protrusion, it is provided with the first injected hole of certain depth on the protrusion upper surface, multiple the first slurry outlets with the perforation of the first injected hole are equipped in the raised side wall upper edge short transverse.The utility model at sheet pile pile body both ends by being respectively set protrusion and groove so that matches to be closely joined together by groove and protrusion between adj acent plastic sheet pile；And by the way that injected hole and slurry outlet is arranged, protrusion, groove and surrounding soil are linked together to the structure to form sealing by mortar so that closely connected between plastic sheet pile, so as to effectively prevent leak, infiltration.
Description
Technical field
The utility model is related to a kind of plastic sheet piles, more particularly to a kind of plastic sheet pile with injected hole.
Background technology
In the engineerings such as waterwork, political and ideological work China Democratic National Construction Association of city, water and the soil body enter building and build position in order to prevent, construct
It is preceding to need to build provisional cofferdam structure, foundation pit is formed, so as in cofferdam internal drainage, building constructure.At present frequently with
Cofferdam structure has earth cofferdam structure, packeted soil cofferdam structure, bag sand cofferdam structure, steel sheet pile cofferdam structure and plastic sheet pile to enclose
Weir, wherein plastic sheet pile cofferdam structure have the characteristics that anti-bending strength is good and light-weight, therefore are able to be widely used in irrigation and water conservancy
River levee shore protection, the pattern foundation pit supporting structure of architectural engineering, bank protection, retaining wall, enclosure wall, Hua Chi, cut-pff wall, water stop cofferdam, basement process etc.
Deng.
Plastic sheet pile cofferdam structure is made of plastic sheet pile and cofferdam weir body, and plastic sheet pile is set as single, is set to cofferdam
Weir body side near water, the continuous solid matter of plastic sheet pile on the body ground of cofferdam weir, combine closely by adjacent sheet pile.
But in Practical Project, leak, infiltration phenomenon can often occur for plastic sheet pile, main reason is that plastic plate
Easily occurring inclination when the soil body is squeezed into stake causes to connect not closely between plate.And plastic sheet pile is possible to cracking situation.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of plastic sheet pile with injected hole,
It solves to connect the leak not generated closely, seepage problem between plastic plate peg board.
To achieve the goals above, the utility model provides a kind of plastic sheet pile with injected hole, including sheet pile pile body, institute
It states sheet pile pile body one end and is equipped with protrusion, the other end is equipped with the groove to match with the protrusion, is provided on the protrusion upper surface
First injected hole of certain depth is equipped with multiple first penetrated through with the first injected hole in the raised side wall upper edge short transverse
Slurry outlet.
Preferably, the depth of first injected hole is less than the height of the sheet pile pile body.
Preferably, each first slurry outlet is to tilt upward setting.
Preferably, each first slurry outlet is evenly distributed along short transverse.
Preferably, the second slip casting that first injected hole is provided with certain depth is closed on sheet pile pile body upper surface
Hole is equipped with multiple the second pulps with second injected hole perforation in the second injected hole lateral wall upper edge short transverse
Hole.
Preferably, it is equipped with the sheet pile pile body width that the sheet pile pile body width at second injected hole is more than other positions.
Preferably, the depth of second injected hole is less than the height of the sheet pile pile body.
Preferably, each second slurry outlet is to tilt upward setting.
Preferably, each second slurry outlet is evenly distributed along short transverse.
The utility model at sheet pile pile body both ends by being respectively set protrusion and groove so that leads between adj acent plastic sheet pile
It crosses groove and protrusion matches to be closely joined together；And by being arranged injected hole and slurry outlet, mortar is from injected hole
Interior injection flows out from slurry outlet and contacts mixing with surrounding soil, when the hardening of cement of mortar, protrusion, groove and surrounding soil
Body is linked together the structure to form sealing, and plastic sheet pile is avoided to generate inclination so that it is closely connected between plastic sheet pile, so as to
It is enough effectively to prevent leak, infiltration.
Description of the drawings
Fig. 1 is the vertical view of the plastic sheet pile of the utility model；
Fig. 2 is the vertical view of two plastic sheet piles connection；
Fig. 3 is the stereogram of two plastic sheet piles connection.
Reference sign
1, raised 2, first injected hole
3, the second injected hole 4, sheet pile pile body
5, groove 6, the first slurry outlet
7, the second slurry outlet
Specific implementation mode
It should be noted that in the absence of conflict, the spy in embodiment and embodiment in the utility model
Sign can be combined with each other.
As shown in figures 1 and 3, the utility model provides a kind of plastic sheet pile with injected hole, including sheet pile pile body 4, institute
It states 4 one end of sheet pile pile body and is equipped with protrusion 1, the other end is equipped with the groove 5 that matches with described raised 1, on raised 1 upper surface
It is provided with the first injected hole 2 of certain depth, is passed through with the first injected hole 2 equipped with multiple in the raised 1 side wall upper edge short transverse
The first logical slurry outlet 6.
By being equipped with protrusion 1 in 4 one end of sheet pile pile body, the other end is equipped with to match with described raised 1 the utility model
Groove 5 so that match to be closely joined together by groove 5 and protrusion 1 as shown in Figure 2 between adj acent plastic sheet pile.
And it is injected out of injected hole by the way that injected hole and slurry outlet, mortar is arranged, flowed out from slurry outlet and is contacted with surrounding soil and is mixed
It closes, when the hardening of cement of mortar, protrusion 1, groove 5 and surrounding soil are linked together the structure to form sealing, avoid plastic plate
Stake generates inclination so that is closely connected between plastic sheet pile, so as to effectively prevent leak, infiltration.
Preferably, the depth of first injected hole 2 is less than the height of the sheet pile pile body 4, i.e. the first note in protrusion 1
Slurry hole 2 is not got through to bottom, and the soil body enters the first injected hole 2 from bottom when to avoid plastic sheet pile from squeezing into the soil body.
Preferably, each first slurry outlet 6 is to tilt upward setting, effectively plastic sheet pile can be avoided to squeeze into the soil body
The soil body blocks the first slurry outlet 6 in the process.
Preferably, each first slurry outlet 6 is evenly distributed along short transverse so that the sand flowed out from the first slurry outlet 6
Slurry is evenly distributed on raised 1 side wall, ensures that the entire side wall of protrusion 1 is closely linked together with surrounding soil.
Close-connected stability between adj acent plastic sheet pile in order to further increase, it is preferable that 4 upper end of sheet pile pile body
The second injected hole 3 that first injected hole 2 is provided with certain depth is closed on face, in second injected hole, 3 lateral wall upper edge
Short transverse is equipped with multiple the second slurry outlets 7 with second injected hole 3 perforation.
Preferably, it is equipped with the sheet pile pile body width that the sheet pile pile body width at second injected hole 3 is more than other positions,
So as to improve the rigidity of plastic sheet pile.
Preferably, the depth of second injected hole 3 is less than the height of the sheet pile pile body 4, i.e., and the on sheet pile pile body 4
Two injected holes 3 are not got through to bottom, and the soil body enters the second injected hole 3 from bottom when to avoid plastic sheet pile from squeezing into the soil body.
Preferably, each second slurry outlet 7 is to tilt upward setting, effectively plastic sheet pile can be avoided to squeeze into the soil body
The soil body blocks the second slurry outlet 7 in the process.
Preferably, each second slurry outlet 7 is evenly distributed along short transverse so that the sand flowed out from the second slurry outlet 7
Slurry is evenly distributed on 4 side wall of sheet pile pile body, ensures that the entire side wall of sheet pile pile body 4 is closely linked together with surrounding soil.
Specific embodiment of the present utility model, still, the utility model and unlimited is described in detail above in association with attached drawing
In this.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should be included in
Within the scope of protection of the utility model.
Claims (9)
1. a kind of plastic sheet pile with injected hole, which is characterized in that including sheet pile pile body, sheet pile pile body one end is equipped with convex
It rising, the other end is equipped with the groove to match with the protrusion, and the first injected hole of certain depth is provided on the protrusion upper surface,
It is equipped with multiple the first slurry outlets with the perforation of the first injected hole in the raised side wall upper edge short transverse.
2. the plastic sheet pile according to claim 1 with injected hole, which is characterized in that the depth of first injected hole is small
In the height of the sheet pile pile body.
3. the plastic sheet pile according to claim 1 with injected hole, which is characterized in that each first slurry outlet is to incline
It is arranged obliquely.
4. the plastic sheet pile according to claim 1 with injected hole, which is characterized in that each first slurry outlet is along height
Direction is evenly distributed.
5. the plastic sheet pile according to claim 1 with injected hole, which is characterized in that the sheet pile pile body faces on upper surface
Nearly first injected hole is provided with the second injected hole of certain depth, is set in the second injected hole lateral wall upper edge short transverse
There are multiple the second slurry outlets with second injected hole perforation.
6. the plastic sheet pile according to claim 5 with injected hole, which is characterized in that be equipped at second injected hole
Sheet pile pile body width is more than the sheet pile pile body width of other positions.
7. the plastic sheet pile according to claim 5 with injected hole, which is characterized in that the depth of second injected hole is small
In the height of the sheet pile pile body.
8. the plastic sheet pile according to claim 5 with injected hole, which is characterized in that each second slurry outlet is to incline
It is arranged obliquely.
9. the plastic sheet pile according to claim 5 with injected hole, which is characterized in that each second slurry outlet is along height
Direction is evenly distributed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820169182.9U CN207812470U (en) | 2018-01-31 | 2018-01-31 | A kind of plastic sheet pile with injected hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820169182.9U CN207812470U (en) | 2018-01-31 | 2018-01-31 | A kind of plastic sheet pile with injected hole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207812470U true CN207812470U (en) | 2018-09-04 |
Family
ID=63322877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820169182.9U Expired - Fee Related CN207812470U (en) | 2018-01-31 | 2018-01-31 | A kind of plastic sheet pile with injected hole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207812470U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589749A (en) * | 2018-01-31 | 2018-09-28 | 长沙理工大学 | A kind of plastic sheet pile and its construction method with injected hole |
-
2018
- 2018-01-31 CN CN201820169182.9U patent/CN207812470U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589749A (en) * | 2018-01-31 | 2018-09-28 | 长沙理工大学 | A kind of plastic sheet pile and its construction method with injected hole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180904 Termination date: 20190131 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |