CN207714385U - A kind of mixing pile cut-pff wall and bottom plate connecting structure - Google Patents
A kind of mixing pile cut-pff wall and bottom plate connecting structure Download PDFInfo
- Publication number
- CN207714385U CN207714385U CN201721806192.0U CN201721806192U CN207714385U CN 207714385 U CN207714385 U CN 207714385U CN 201721806192 U CN201721806192 U CN 201721806192U CN 207714385 U CN207714385 U CN 207714385U
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- protrusion
- bottom plate
- mixing pile
- pff wall
- pile cut
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Abstract
The utility model discloses a kind of mixing pile cut-pff walls and bottom plate connecting structure, including bottom plate and mixing pile cut-pff wall, the mixing pile antiseepage coping is equipped with link slot, the bottom of the link slot is equipped with antiseepage groove, the bottom of the bottom plate is equipped with protrusion one, protrusion one is made of concrete, protrusion one is integrally formed with bottom plate, protrusion one is set in link slot, the bottom of the protrusion one is equipped with protrusion two, the protrusion two is set in antiseepage groove, and pitch is equipped between the bottom surface and the bottom surface of antiseepage groove of protrusion two.The utility model is simple in structure, so that stirring the good seepage-proof property of mixing pile cut-pff wall and horizontal leakage preventing body bedding and the back plate connections of aileron, and pitch plays the role of sealing, can completely cut through seepage channel using this measure, keep seepage prevention system safe and reliable.
Description
Technical field
The utility model is related to Water Resources Domains, and in particular to a kind of mixing pile cut-pff wall and bottom plate connecting structure.
Background technology
The antiseepage of hydraulic structure is always the critical issue of Hydraulic Design, according to related specifications, when hydraulic structure base
When plinth is located in the soil layers such as silt, Extra-fine sand, light weight sand loam or calomel mercurous chloride matter sandy loam, building upstream preferably uses bedding and vertical
The arrangement form that impervious body is combined.Mixing pile cut-pff wall is as vertical anti-under the conditions of low water head hydraulic structure pervious foundation
Ooze treatment measures, easy for construction, technically reliable, economical rationality, but mixing pile cut-pff wall and horizontal leakage preventing body bedding and aileron
Back plate connections tend to form infiltration hidden danger or cause anti-seepage effect bad.
Invention content
A kind of mixing pile cut-pff wall of the utility model offer and bottom plate connecting structure, solve prior art mixing pile antiseepage
The back plate connections of wall and horizontal leakage preventing body bedding and aileron tend to form infiltration hidden danger or cause anti-seepage effect bad
Problem.
The utility model is achieved through the following technical solutions：
A kind of mixing pile cut-pff wall and bottom plate connecting structure, including bottom plate and mixing pile cut-pff wall, the mixing pile are anti-
It oozes coping and is equipped with link slot, the bottom of the link slot is equipped with antiseepage groove, and the bottom of the bottom plate is equipped with protrusion one, protrusion
One is made of concrete, and protrusion one is integrally formed with bottom plate, and protrusion one is set in link slot, and the bottom of the protrusion one is equipped with convex
Two are played, which is set in antiseepage groove, and pitch is equipped between the bottom surface and the bottom surface of antiseepage groove of protrusion two.
The utility model is further improved scheme, and the thickness of the pitch is 10mm.
The utility model is further improved scheme, and protrusion is located between raised one bottom surface and the bottom surface of link slot
Two both sides are respectively provided with a rubber sheet gasket.
The utility model is further improved scheme, and the thickness of the rubber sheet gasket is 4mm.
The utility model is further improved scheme, between raised two two sides and two sides of antiseepage groove
Equipped with asphalt felt.
The utility model is further improved scheme, and the thickness of the asphalt felt is 2mm.
The utility model compared with prior art, has the following advantages that：
1, the utility model is simple in structure so that stirs mixing pile cut-pff wall and connects with the bottom plate of horizontal leakage preventing body bedding and aileron
The good seepage-proof property at place is connect, and pitch plays the role of sealing, seepage channel can be completely cut through using this measure, make to prevent
It is safe and reliable to ooze system；
2, rubber sheet gasket and asphalt felt further ensure that water-stagnating effect, thereby further ensure that the safety of seepage prevention system with
Reliably.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Specific implementation mode
The utility model is described further with reference to the accompanying drawings and examples.
As shown in Figure 1, a kind of mixing pile cut-pff wall and bottom plate connecting structure, including bottom plate 1 and mixing pile cut-pff wall 4,
The top of the mixing pile cut-pff wall 4 is equipped with link slot, and the bottom of the link slot is equipped with antiseepage groove, the bottom of the bottom plate 1
Equipped with protrusion 1, protrusion 1 is made of concrete, and protrusion 1 is integrally formed with bottom plate 1, and protrusion 1 is set to connection
In slot, the bottom of the protrusion 1 is equipped with protrusion 2 12, which is set in antiseepage groove, the bottom surface of protrusion 2 12 with prevent
It oozes and is equipped with pitch 3 between the bottom surface of groove, the thickness of the pitch 3 is 10mm, raised 1 bottom surface and link slot
The both sides for being located at protrusion 2 12 between bottom surface are respectively provided with a rubber sheet gasket 2, and the thickness of the rubber sheet gasket 2 is 4mm, described convex
It rises and is equipped with asphalt felt 5 between 2 12 two sides and two sides of antiseepage groove, the thickness of the asphalt felt 5 is 2mm.
It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can also be made, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (6)
1. a kind of mixing pile cut-pff wall and bottom plate connecting structure, it is characterised in that：Including bottom plate（1）And mixing pile cut-pff wall
（4）, the mixing pile cut-pff wall（4）Top be equipped with link slot, the bottom of the link slot is equipped with antiseepage groove, the bottom plate
（1）Bottom be equipped with protrusion one（11）, protrusion one（11）It is made of concrete, protrusion one（11）With bottom plate（1）It is integrally formed,
Protrusion one（11）In link slot, the protrusion one（11）Bottom be equipped with protrusion two（12）, the protrusion two（12）Set on antiseepage
In groove, protrusion two（12）Bottom surface and the bottom surface of antiseepage groove between be equipped with pitch（3）.
2. a kind of mixing pile cut-pff wall according to claim 1 and bottom plate connecting structure, it is characterised in that：The pitch
（3）Thickness be 10mm.
3. a kind of mixing pile cut-pff wall according to claim 1 or 2 and bottom plate connecting structure, it is characterised in that：It is described convex
Play one（11）Bottom surface and the bottom surface of link slot between be located at protrusion two（12）Both sides be respectively provided with a rubber sheet gasket（2）.
4. a kind of mixing pile cut-pff wall according to claim 3 and bottom plate connecting structure, it is characterised in that：The rubber pad
Piece（2）Thickness be 4mm.
5. a kind of mixing pile cut-pff wall according to claim 4 and bottom plate connecting structure, it is characterised in that：Described raised two
（12）Two sides and two sides of antiseepage groove between be equipped with asphalt felt（5）.
6. a kind of mixing pile cut-pff wall according to claim 5 and bottom plate connecting structure, it is characterised in that：The coal tar
Felt（5）Thickness be 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721806192.0U CN207714385U (en) | 2017-12-21 | 2017-12-21 | A kind of mixing pile cut-pff wall and bottom plate connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721806192.0U CN207714385U (en) | 2017-12-21 | 2017-12-21 | A kind of mixing pile cut-pff wall and bottom plate connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207714385U true CN207714385U (en) | 2018-08-10 |
Family
ID=63056992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721806192.0U Active CN207714385U (en) | 2017-12-21 | 2017-12-21 | A kind of mixing pile cut-pff wall and bottom plate connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207714385U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114673185A (en) * | 2022-04-11 | 2022-06-28 | 安徽水安建设集团股份有限公司 | Comprehensive anti-seepage system for temporary road for construction of temporary channel and construction method |
| CN115680032A (en) * | 2022-11-07 | 2023-02-03 | 中铁第四勘察设计院集团有限公司 | Anti seepage prevention of crack structure of large building basement |
-
2017
- 2017-12-21 CN CN201721806192.0U patent/CN207714385U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114673185A (en) * | 2022-04-11 | 2022-06-28 | 安徽水安建设集团股份有限公司 | Comprehensive anti-seepage system for temporary road for construction of temporary channel and construction method |
| CN115680032A (en) * | 2022-11-07 | 2023-02-03 | 中铁第四勘察设计院集团有限公司 | Anti seepage prevention of crack structure of large building basement |
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| GR01 | Patent grant |