CN206902765U - A kind of antiseepage sand device - Google Patents
A kind of antiseepage sand device Download PDFInfo
- Publication number
- CN206902765U CN206902765U CN201720495166.4U CN201720495166U CN206902765U CN 206902765 U CN206902765 U CN 206902765U CN 201720495166 U CN201720495166 U CN 201720495166U CN 206902765 U CN206902765 U CN 206902765U
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- grouting pipe
- iron plate
- plate
- sealing iron
- baffle plate
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Abstract
A kind of antiseepage sand device, belong to partition wall technical field, including baffle plate, concrete stake, stress steel plate, sealing iron plate, sealing iron plate, water stop spacer nut and Grouting Pipe；Arrangement is equidistantly erect in the concrete stake；Welded on the inside of the baffle plate with concrete stake；The hollow setting of Grouting Pipe, and it is arranged in baffle plate；The stress steel plate, sealing iron plate and water stop spacer nut are arranged in Grouting Pipe the inner successively；The stress Interal fixation is inner in Grouting Pipe；The water stop spacer nut thread is installed on Grouting Pipe the inner, and between sealing iron plate and baffle plate；The sealing iron plate is in the shape of the letter V and its openend is towards baffle plate.The present apparatus, preliminary buffer action is played using baffle plate, prevents mud wall from caving in, water unnecessary in soil is then discharged using Grouting Pipe, reduces the pressure that device is subject to, and ultimately form a leakage proof wall that compression is small, thickness is uniform, closely knit.
Description
Technical field
The utility model belongs to partition wall technical field, and in particular to is a kind of antiseepage sand device.
Background technology
In concrete cut traditional construction technique, slotted eye typically uses mud off, pore-creating end hole to check and accept when building after,
To avoid the mud of retaining wall and groove slag from influenceing cut-off wall concrete pouring quality, before cut-off wall concrete is poured, also need
Borehole cleaning is carried out to already made slotted eye and changes slurry and borehole cleaning examination operation, then descends grout pipe, casting concrete again.
Foundation Anti-seepage structure more common at present is typically using the rigidity such as concrete cut, grout curtain or steel sheet pile
Leakage preventing structure.But due to moisture be present in soil, when running into situations such as rainy, the hydraulic pressure that partition wall is subject to increases, and peace be present
Full blast danger.
Therefore, it is necessary to a kind of antiseepage sand device is provided, to overcome above-mentioned deficiency.
Utility model content
The purpose of this utility model is to overcome the defects of mentioned above and deficiency, and provides a kind of antiseepage sand device.
The utility model realizes that the technical scheme that its purpose uses is as follows.
A kind of antiseepage sand device, including baffle plate, concrete stake, stress steel plate, sealing iron plate, sealing iron plate, water stop spacer nut
And Grouting Pipe；Arrangement is equidistantly erect in the concrete stake；Welded on the inside of the baffle plate with concrete stake；The hollow setting of Grouting Pipe, and
It is arranged in baffle plate；The stress steel plate, sealing iron plate and water stop spacer nut are arranged in Grouting Pipe the inner successively；The stress steel
Plate is fixed on Grouting Pipe the inner；The water stop spacer nut thread is installed on Grouting Pipe the inner, and is located at sealing iron plate and baffle plate
Between；The sealing iron plate is in the shape of the letter V and its openend is towards baffle plate；The sealing iron plate be in the shape of the letter V and its openend backwards
Baffle plate；Sealing iron plate is provided with left and right sides of the Grouting Pipe, and sealing iron plate is between sealing iron plate and baffle plate.
Described Grouting Pipe the inner is provided with discharge orifice, and outer end is threaded with plug.
The Grouting Pipe outer end is equipped with stayed mast.
The present apparatus, preliminary buffer action is played using baffle plate, prevents mud wall from caving in, then discharge soil using Grouting Pipe
In unnecessary water, reduce the pressure that device is subject to.Due to having discharged superfluous water in soil, part soil and here can be taken away
Hole is formed, similar to earth subsidence.Therefore, in the use latter stage of the present apparatus, by Grouting Pipe to being in the milk at hole, then pass through
Increase the area coverage of sealing iron plate water iron plate, and then block the gap of baffle plate and Grouting Pipe, play completely enclosed isolation and make
With, and ultimately form a leakage proof wall that compression is small, thickness is uniform, closely knit.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
In figure：Baffle plate 1, concrete stake 2, stress steel plate 3, sealing iron plate 4, sealing iron plate 5, water stop spacer nut 6, Grouting Pipe 7,
Plug 8, stayed mast 9, discharge orifice 10.
Embodiment
Below in conjunction with the accompanying drawings, the utility model is described in further detail.
A kind of antiseepage sand device, including baffle plate 1, concrete stake 2, stress steel plate 3, sealing iron plate 4, sealing iron plate 5, water stop spacer
Nut 6 and Grouting Pipe 7；Arrangement is equidistantly erect in the concrete stake 2；Welded with concrete stake 2 inner side of baffle plate 1；In the Grouting Pipe 7
Sky is set, and is arranged in baffle plate 1；The stress steel plate 3, sealing iron plate 4 and water stop spacer nut 6 are arranged in Grouting Pipe 7 successively
It is inner；It is inner that the stress steel plate 3 is fixed on Grouting Pipe 7；The screw thread of water stop spacer nut 6 is installed on the inner of Grouting Pipe 7, and
Between sealing iron plate 4 and baffle plate 1；The sealing iron plate 4 is in the shape of the letter V and its openend is towards baffle plate 1；The sealing iron plate
5 are in the shape of the letter V and its openend is backwards to baffle plate 1；The left and right sides of Grouting Pipe 7 is provided with sealing iron plate 5, and sealing iron plate 5
Between sealing iron plate 4 and baffle plate 1.
Described the inner of Grouting Pipe 7 is provided with discharge orifice 10, and outer end is threaded with plug 8.
The outer end of Grouting Pipe 7 is equipped with stayed mast 9.
Preferably, the end set of sealing iron plate 4 has rubber ring, so as to play better seal effect.
The step of using the present apparatus, is as follows：
Step 1, the mud face of wall is being needed to squeeze into concrete stake 2, then by sealing iron plate 4, sealing iron plate 5, water stop spacer spiral shell
After mother 6 is installed on Grouting Pipe 7, Grouting Pipe 7 is arranged in baffle plate 1, installs sealing iron plate between baffle plate 1 and sealing iron plate 4 afterwards
5, and baffle plate 1 is welded in concrete stake 2, so as to fixed whole device；When the hydraulic pressure increase in soil, current pass through Grouting Pipe 7
Outer row, so as to play the effect of decompression.
Step 2, stayed mast 9 being pulled, sealing iron plate 4 is displaced outwardly and oppresses sealing iron plate 5, and sealing iron plate 5 struts, from
And increase the area coverage of sealing iron plate 4 and sealing iron plate 5；
Step 3, it is in the milk toward Grouting Pipe 7；Slurry blocks sealing iron plate 5 and gear positioned at sealing iron plate 4 and the inner side of sealing iron plate 5
The gap of plate 1；
Step 4, upper plug head 8 is installed in the outer end of Grouting Pipe 7.
The utility model is illustrated according to embodiment, and on the premise of present principles are not departed from, the present apparatus can also be made
Go out several modifications and improvements.It should be pointed out that all technical schemes obtained using modes such as equivalent substitution or equivalent transformations, are fallen
In the scope of protection of the utility model.
Claims (3)
1. a kind of antiseepage sand device, it is characterised in that including baffle plate（1）, concrete stake（2）, stress steel plate（3）, sealing iron plate（4）、
Sealing iron plate（5）, water stop spacer nut（6）And Grouting Pipe（7）；The concrete stake（2）Equidistantly erect arrangement；The baffle plate（1）
Inner side and concrete stake（2）Welding；The Grouting Pipe（7）Hollow setting, and it is arranged in baffle plate（1）；The stress steel plate（3）, sealing
Iron plate（4）With water stop spacer nut（6）Grouting Pipe is arranged in successively（7）It is inner；The stress steel plate（3）It is fixed on Grouting Pipe
（7）It is inner；The water stop spacer nut（6）Screw thread is installed on Grouting Pipe（7）The inner, and it is located at sealing iron plate（4）And baffle plate（1）
Between；The sealing iron plate（4）It is in the shape of the letter V and its openend is towards baffle plate（1）；The sealing iron plate（5）It is in the shape of the letter V and it is opened
Mouth end is backwards to baffle plate（1）；The Grouting Pipe（7）The left and right sides is provided with sealing iron plate（5）, and sealing iron plate（5）Positioned at only
Water iron plate（4）And baffle plate（1）Between.
A kind of 2. antiseepage sand device as claimed in claim 1, it is characterised in that the Grouting Pipe（7）The inner is provided with flowing water
Hole（10）, outer end is threaded with plug（8）.
A kind of 3. antiseepage sand device as claimed in claim 1, it is characterised in that the Grouting Pipe（7）Outer end is equipped with pulling force
Bar（9）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720495166.4U CN206902765U (en) | 2017-05-06 | 2017-05-06 | A kind of antiseepage sand device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720495166.4U CN206902765U (en) | 2017-05-06 | 2017-05-06 | A kind of antiseepage sand device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206902765U true CN206902765U (en) | 2018-01-19 |
Family
ID=61288155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720495166.4U Active CN206902765U (en) | 2017-05-06 | 2017-05-06 | A kind of antiseepage sand device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206902765U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100204A (en) * | 2017-05-06 | 2017-08-29 | 歌山建设集团有限公司 | A kind of husky device of antiseepage and its application method |
-
2017
- 2017-05-06 CN CN201720495166.4U patent/CN206902765U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100204A (en) * | 2017-05-06 | 2017-08-29 | 歌山建设集团有限公司 | A kind of husky device of antiseepage and its application method |
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