CN107100204A - A kind of husky device of antiseepage and its application method - Google Patents
A kind of husky device of antiseepage and its application method Download PDFInfo
- Publication number
- CN107100204A CN107100204A CN201710314239.XA CN201710314239A CN107100204A CN 107100204 A CN107100204 A CN 107100204A CN 201710314239 A CN201710314239 A CN 201710314239A CN 107100204 A CN107100204 A CN 107100204A
- Authority
- CN
- China
- Prior art keywords
- iron plate
- sealing iron
- grouting pipe
- plate
- baffle plate
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/20—Restraining of underground water by damming or interrupting the passage of underground water by displacing the water, e.g. by compressed air
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A kind of husky device of antiseepage and its application method, belong to partition wall technical field, including the stake of baffle plate, concrete, 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 Grouting Pipe is hollow to be set, and is arranged in baffle plate；It is inner that the stress steel plate, sealing iron plate and water stop spacer nut are arranged in Grouting Pipe successively；The stress Interal fixation is inner in Grouting Pipe；The water stop spacer nut thread is installed on Grouting Pipe the inner, and positioned 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, and water unnecessary in soil is then discharged using Grouting Pipe, the pressure that device is subject to is reduced, and ultimately form a uniform, closely knit leakage proof wall of the small, thickness of compression.
Description
Technical field
The invention belongs to partition wall technical field, and in particular to for a kind of husky device of antiseepage and its application method.
Background technology
It is general when slotted eye is built to use mud off in concrete cut traditional construction technique, after pore-creating end hole examination,
To avoid the mud and groove slag influence cut-off wall concrete pouring quality of retaining wall, 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, grout pipe, casting concrete are then descended 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 there is moisture in soil, situations such as running into rainy, there is peace in the hydraulic pressure increase that partition wall is subject to
Full blast danger.
Therefore, it is necessary to provide a kind of antiseepage husky device, to overcome above-mentioned deficiency.
The content of the invention
It is an object of the invention to overcome defect and deficiency mentioned above, and provide a kind of antiseepage husky device.
Another object of the present invention is to provide the application method of said apparatus.
The present invention realizes that the technical scheme that its purpose is used is as follows.
A kind of husky device of antiseepage, including the stake of baffle plate, concrete, 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 Grouting Pipe is hollow to be set, and
It is arranged in baffle plate；It is inner that the stress steel plate, sealing iron plate and water stop spacer nut are arranged in Grouting Pipe successively；The stress steel
It is inner that plate is fixed on Grouting Pipe；The water stop spacer nut thread is installed on Grouting Pipe the inner, and positioned 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 dorsad
Baffle plate；The Grouting Pipe left and right sides is provided with sealing iron plate, and sealing iron plate is located 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 step of using the present apparatus, is as follows：
Step one, needing the mud face of wall to squeeze into concrete stake, then sealing iron plate, sealing iron plate, water stop spacer nut are being installed
In after Grouting Pipe, Grouting Pipe is arranged in baffle plate, installs sealing iron plate between baffle plate and sealing iron plate afterwards, and baffle plate is welded
In concrete stake, so that fixed whole device；When the hydraulic pressure increase in soil, current outside Grouting Pipe by arranging, so as to play decompression
Effect.
Step 2, pulls stayed mast, and sealing iron plate is displaced outwardly and oppresses sealing iron plate, and sealing iron plate is strutted, so as to increase
Big sealing iron plate and the area coverage of sealing iron plate；
Step 3, toward Grouting Pipe grouting；Slurry is on the inside of sealing iron plate and sealing iron plate, between closure sealing iron plate and baffle plate
Gap；
Step 4, upper plug head is installed in Grouting Pipe outer end.
The present apparatus, preliminary buffer action is played using baffle plate, prevents mud wall from caving in, and then discharges 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 uniform, closely knit leakage proof wall of the small, thickness of compression.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
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
8th, stayed mast 9, discharge orifice 10.
Embodiment
Below in conjunction with the accompanying drawings, the present invention is described in further detail.
A kind of husky device of antiseepage, 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 dorsad 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 of sealing iron plate 4 is provided with rubber ring, so as to play better seal effect.
The step of using the present apparatus, is as follows：
Step one, 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 nut 6
It is installed on after Grouting Pipe 7, Grouting Pipe 7 is arranged in baffle plate 1, sealing iron plate 5 is installed between baffle plate 1 and sealing iron plate 4 afterwards, and
Baffle plate 1 is welded in concrete stake 2, so that fixed whole device；When the hydraulic pressure increase in soil, current are arranged by the way that Grouting Pipe 7 is outer,
So as to play the effect of decompression.
Step 2, pulls stayed mast 9, and sealing iron plate 4 is displaced outwardly and oppresses sealing iron plate 5, and sealing iron plate 5 is strutted, from
And increase the area coverage of sealing iron plate 4 and sealing iron plate 5；
Step 3, is in the milk toward Grouting Pipe 7；Slurry blocks sealing iron plate 5 and baffle plate 1 positioned at sealing iron plate 4 and the inner side of sealing iron plate 5
Gap；
Step 4, upper plug head 8 is installed in the outer end of Grouting Pipe 7.
The present invention is illustrated according to embodiment, on the premise of present principles are not departed from, if the present apparatus can also make
Dry modification and improvement.It should be pointed out that the technical scheme that the mode such as all use equivalent substitutions or equivalent transformation is obtained, all falls within this
In the protection domain of invention.
Claims (4)
1. the husky device of a kind of antiseepage, 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）It is hollow to set, 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 positioned 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
Mouthful end dorsad 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.
2. a kind of husky device of antiseepage as claimed in claim 2, 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）.
3. a kind of husky device of antiseepage as claimed in claim 3, it is characterised in that the Grouting Pipe（7）Outer end is equipped with pulling force
Bar（9）.
4. a kind of method using the husky device of antiseepage as claimed in claim 1, comprises the following steps：
Step one, 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
Nut（6）It is installed on Grouting Pipe（7）Afterwards, Grouting Pipe（7）It is arranged in baffle plate（1）, afterwards in baffle plate（1）With sealing iron plate（4）It
Between install sealing iron plate（5）, and by baffle plate（1）It is welded in concrete stake（2）, so that fixed whole device；When the hydraulic pressure in soil increases
When big, current pass through Grouting Pipe（7）Outer row；
Step 2, pulls stayed mast（9）, sealing iron plate（4）It is displaced outwardly and oppresses sealing iron plate（5）, sealing iron plate（5）Support
Open, so as to increase sealing iron plate（4）With sealing iron plate（5）Area coverage；
Step 3, toward Grouting Pipe（7）Grouting；Slurry is located at sealing iron plate（4）With sealing iron plate（5）Inner side, blocks sealing iron plate（5）
And baffle plate（1）Gap；
Step 4, in Grouting Pipe（7）Outer end is installed by upper plug head（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710314239.XA CN107100204A (en) | 2017-05-06 | 2017-05-06 | A kind of husky device of antiseepage and its application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710314239.XA CN107100204A (en) | 2017-05-06 | 2017-05-06 | A kind of husky device of antiseepage and its application method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107100204A true CN107100204A (en) | 2017-08-29 |
Family
ID=59656834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710314239.XA Pending CN107100204A (en) | 2017-05-06 | 2017-05-06 | A kind of husky device of antiseepage and its application method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107100204A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960715A (en) * | 2022-06-09 | 2022-08-30 | 浙江东南网架股份有限公司 | Underground engineering surge treatment device and control method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001182057A (en) * | 1999-12-27 | 2001-07-03 | Vsl Japan Kk | Anchor tendon structure for double rust preventive type permanent anchor |
| CN104088254A (en) * | 2014-07-11 | 2014-10-08 | 泛华建设集团有限公司 | Leakage repairing device for pressure-bearing reinforced concrete structure and construction method thereof |
| CN104563164A (en) * | 2014-12-23 | 2015-04-29 | 中国建筑第六工程局有限公司 | Method for leakage detection and grouting leakage stoppage of diaphragm wall seam |
| CN106088364A (en) * | 2016-07-25 | 2016-11-09 | 浙江万达建设集团有限公司 | A kind of Novel underground room antiseep attachment structure and construction method thereof |
| CN206902765U (en) * | 2017-05-06 | 2018-01-19 | 歌山建设集团有限公司 | A kind of antiseepage sand device |
-
2017
- 2017-05-06 CN CN201710314239.XA patent/CN107100204A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001182057A (en) * | 1999-12-27 | 2001-07-03 | Vsl Japan Kk | Anchor tendon structure for double rust preventive type permanent anchor |
| CN104088254A (en) * | 2014-07-11 | 2014-10-08 | 泛华建设集团有限公司 | Leakage repairing device for pressure-bearing reinforced concrete structure and construction method thereof |
| CN104563164A (en) * | 2014-12-23 | 2015-04-29 | 中国建筑第六工程局有限公司 | Method for leakage detection and grouting leakage stoppage of diaphragm wall seam |
| CN106088364A (en) * | 2016-07-25 | 2016-11-09 | 浙江万达建设集团有限公司 | A kind of Novel underground room antiseep attachment structure and construction method thereof |
| CN206902765U (en) * | 2017-05-06 | 2018-01-19 | 歌山建设集团有限公司 | A kind of antiseepage sand device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960715A (en) * | 2022-06-09 | 2022-08-30 | 浙江东南网架股份有限公司 | Underground engineering surge treatment device and control method |
| CN114960715B (en) * | 2022-06-09 | 2024-03-01 | 浙江东南网架股份有限公司 | Underground engineering surge treatment device and control method |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170829 |
|
| RJ01 | Rejection of invention patent application after publication |