CN207093104U - A kind of Tunnel Lining Deformation stitches waterproof construction - Google Patents
A kind of Tunnel Lining Deformation stitches waterproof construction Download PDFInfo
- Publication number
- CN207093104U CN207093104U CN201720879272.2U CN201720879272U CN207093104U CN 207093104 U CN207093104 U CN 207093104U CN 201720879272 U CN201720879272 U CN 201720879272U CN 207093104 U CN207093104 U CN 207093104U
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- CN
- China
- Prior art keywords
- movement joint
- construction
- cutting section
- waterproof construction
- waterproof
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- 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.)
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Abstract
The utility model discloses a kind of Tunnel Lining Deformation to stitch waterproof construction, including movement joint, movement joint both sides respectively first construction lining cutting section and afterwards construction lining cutting section, the upstream face of movement joint is sequentially provided with back-adhering waterstop, splash guard, non-woven geotextile and shotcrete layer from inside to outside, scupper hose is additionally provided with the outside of splash guard, filled in movement joint by pitch wood wool board, buried water stop in buried water stop and second, movement joint back side are provided with water spilage tray during movement joint is internally provided with first；Tunnel Lining Deformation seam waterproof construction of the present utility model is using buried water stop, water spilage tray multiple waterproof measure in splash guard, back-adhering waterstop, twice, also set up drainpipe simultaneously, the waterproof measure being combined using multiple waterproof plus draining, waterproof effect is splendid, it is simple in construction, durability is preferable, while is additionally provided with the maintainability measure such as Grouting Pipe, further ensures the waterproof effect in tunnel.
Description
Technical field
Buildings waterproof field is the utility model is related to, more particularly to a kind of Tunnel Lining Deformation seam waterproof construction.
Background technology
Waterproof measure is weaker in current tunnel-liner waterproof construction, the phenomenon of percolating water easily occurs, simultaneously existing
Some waterproof measures are also mainly to rely mainly on prevention, i.e., passive that the underground water for having pressure is blocked in outside tunnel-liner, but tunnel is
Individual permanent century-old engineering, is acted on by hydraulic pressure, the phenomenon of percolating water occurs unavoidably for a long time.
Utility model content
The defects of the purpose of this utility model is to overcome prior art, there is provided a kind of waterproof measure is relatively strong, water-proof drainage
The Tunnel Lining Deformation seam waterproof construction being combined, the technical scheme of the Tunnel Lining Deformation seam waterproof construction are realized in
's：
A kind of Tunnel Lining Deformation stitches waterproof construction, it is characterised in that：The waterproof construction includes movement joint, movement joint two
Respectively first construction lining cutting section and rear construction lining cutting section, first construct lining cutting section, afterwards construction lining cutting section and the movement joint are met for side
The water surface is sequentially provided with back-adhering waterstop, splash guard, non-woven geotextile and shotcrete layer from inside to outside, outside the splash guard
Side is additionally provided with scupper hose, is filled in the movement joint by pitch wood wool board, by upstream face to backwater inside the movement joint
Buried water stop in buried water stop and second during face sets gradually first, the movement joint back side are provided with water spilage tray, institute
State water spilage tray both sides to be sealed by caulking compounds, the sealing compound is fixed on first construct lining cutting section and the rear construction lining cutting by cement nail
Duan Shang.
Further, in described first buried water stop for can drain-type composite rubber waterstop, it is buried in described second
Layer protecting film is also coated with the outside of waterstop.
Further, it is also equipped with scupper hose in the movement joint.
Further, the periphery of buried water stop is also embedded with Grouting Pipe in described second.
Further, the longitudinal direction of the liner structure and ring are provided with scupper hose.
Further, it is also equipped with Grouting Pipe on the inside of the back-adhering waterstop.
Tunnel Lining Deformation seam waterproof construction of the present utility model is using buried in splash guard, back-adhering waterstop, twice
Waterstop, water spilage tray multiple waterproof measure, while drainpipe is also set up, the waterproof being combined using multiple waterproof plus draining is arranged
Apply, waterproof effect is splendid, simple in construction, and durability is preferable, while is additionally provided with the maintainability measure such as Grouting Pipe, further ensures
The waterproof effect in tunnel.
Brief description of the drawings
Fig. 1 is that the utility model Tunnel Lining Deformation stitches waterproof construction schematic diagram.
Reference：1- first constructs lining cutting section, lining cutting section of being constructed after 2-, 3- movement joints, 4- back-adhering waterstops, 5- waterproofs
Plate, 6- non-woven geotextiles, buried water stop in 7- first, buried water stop in 8- second, 9- pitch wood wool boards, 10- water spilage trays,
11- sealing compounds, 12- cement nails, 13- Grouting Pipes, 14- scupper hoses, 15- shotcrete layers.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of Tunnel Lining Deformation seam waterproof construction, including movement joint 3, the both sides of movement joint 3 are respectively first
The lining cutting section of constructing 1 and rear construction lining cutting section 2, the upstream face of the lining cutting section 1 of first constructing, rear construction lining cutting section 2 and movement joint 3 from
Back-adhering waterstop 4, splash guard 5, non-woven geotextile 6 and shotcrete layer 15 are sequentially provided with from inside to outside, outside the splash guard 5
Side is additionally provided with the (not shown) of scupper hose 14, is filled in the movement joint 3 by pitch wood wool board 9, in the movement joint 3
Buried water stop 8 in buried water stop 7 and second, the movement joint 3 are carried on the back during portion sets gradually first by upstream face to back side
The water surface is provided with water spilage tray 10, and the both sides of water spilage tray 10 are sealed by caulking compounds 11, and the sealing compound 11 is fixed by cement nail 12
First constructed in lining cutting section 1 and rear construction lining cutting section 2 described.
When it is implemented, in described first buried water stop 7 for can drain-type composite rubber waterstop, bury in described second
The outside of formula waterstop 8 is also coated with layer protecting film, and the diaphragm can be to play anti-water microorganism in the anhydrous movement joint that stretches into
The effect of corrosion.
When it is implemented, it is also equipped with scupper hose 14 in the movement joint 3.
When it is implemented, the periphery of buried water stop 8 is also embedded with Grouting Pipe 13 in described second.
When it is implemented, the longitudinal direction of the liner structure and ring are provided with the (not shown) of scupper hose 14, institute
The scupper hose 14 for stating longitudinal direction and ring connects, jointly will infiltration ejectment to being arranged in the drainage system of tunnel bottom.
When it is implemented, the inner side of the back-adhering waterstop 4 is also equipped with Grouting Pipe 13.
Technology contents and technical characteristic of the present utility model have revealed that as above those skilled in the art still may base
The replacement and modification without departing substantially from the utility model in essence are made in teaching of the present utility model, therefore, the utility model protection
Scope is not limited to the content disclosed in embodiment, also including various replacements and modification without departing substantially from the utility model in essence.
Claims (6)
1. a kind of Tunnel Lining Deformation stitches waterproof construction, it is characterised in that：The waterproof construction includes movement joint, movement joint both sides
Respectively first construction lining cutting section and rear construction lining cutting section, first construct lining cutting section, afterwards construction lining cutting section and the movement joint meet water
Face is sequentially provided with back-adhering waterstop, splash guard, non-woven geotextile and shotcrete layer, the splash guard outside from inside to outside
Scupper hose is additionally provided with, is filled in the movement joint by pitch wood wool board, by upstream face to back side inside the movement joint
Buried water stop in buried water stop and second in setting gradually first, the movement joint back side is provided with water spilage tray, described
Water spilage tray both sides are sealed by caulking compounds, and the sealing compound is fixed on lining cutting section and the rear construction lining cutting section of first constructing by cement nail
On.
2. Tunnel Lining Deformation according to claim 1 stitches waterproof construction, it is characterised in that：Buried sealing in described first
Band for can drain-type composite rubber waterstop, be also coated with layer protecting film on the outside of buried water stop in described second.
3. Tunnel Lining Deformation according to claim 1 stitches waterproof construction, it is characterised in that：It is also provided with the movement joint
There is scupper hose.
4. Tunnel Lining Deformation according to claim 1 stitches waterproof construction, it is characterised in that：Buried sealing in described second
The periphery of band is also embedded with Grouting Pipe.
5. Tunnel Lining Deformation according to claim 1 stitches waterproof construction, it is characterised in that：The longitudinal direction of the liner structure
Scupper hose is provided with ring.
6. Tunnel Lining Deformation according to claim 1 stitches waterproof construction, it is characterised in that：The back-adhering waterstop
Inner side is also equipped with Grouting Pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720879272.2U CN207093104U (en) | 2017-07-19 | 2017-07-19 | A kind of Tunnel Lining Deformation stitches waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720879272.2U CN207093104U (en) | 2017-07-19 | 2017-07-19 | A kind of Tunnel Lining Deformation stitches waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207093104U true CN207093104U (en) | 2018-03-13 |
Family
ID=61545413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720879272.2U Expired - Fee Related CN207093104U (en) | 2017-07-19 | 2017-07-19 | A kind of Tunnel Lining Deformation stitches waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207093104U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440951A (en) * | 2018-11-28 | 2019-03-08 | 山东汇通建设集团有限公司 | New-old concrete works intersection stitches waterproof construction and construction technology |
| CN109469496A (en) * | 2018-12-27 | 2019-03-15 | 苏交科集团股份有限公司 | A kind of compatibility of deformation of tunnel expansion joint and discharge structure and construction method |
| CN109667606A (en) * | 2018-12-24 | 2019-04-23 | 中铁十八局集团有限公司 | A kind of tunnel multiple waterproof construction method |
| CN110439594A (en) * | 2019-08-28 | 2019-11-12 | 中铁第四勘察设计院集团有限公司 | A kind of tunnel deformation crack structure and construction method |
| CN111119927A (en) * | 2019-12-25 | 2020-05-08 | 中铁二十五局集团第一工程有限公司 | Tunnel three-dimensional waterproof and drainage system and construction technology |
| CN111287793A (en) * | 2020-03-02 | 2020-06-16 | 长安大学 | Deformation joint water-proof and drainage system based on automatic drainage function and construction process thereof |
| CN111365030A (en) * | 2020-04-02 | 2020-07-03 | 中铁工程设计咨询集团有限公司 | Tunnel concrete lining structure gap water leakage treatment device and treatment method |
-
2017
- 2017-07-19 CN CN201720879272.2U patent/CN207093104U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440951A (en) * | 2018-11-28 | 2019-03-08 | 山东汇通建设集团有限公司 | New-old concrete works intersection stitches waterproof construction and construction technology |
| CN109440951B (en) * | 2018-11-28 | 2024-03-01 | 山东汇通建设集团有限公司 | Waterproof structure for joint of new and old concrete structures and construction process |
| CN109667606A (en) * | 2018-12-24 | 2019-04-23 | 中铁十八局集团有限公司 | A kind of tunnel multiple waterproof construction method |
| CN109469496A (en) * | 2018-12-27 | 2019-03-15 | 苏交科集团股份有限公司 | A kind of compatibility of deformation of tunnel expansion joint and discharge structure and construction method |
| CN109469496B (en) * | 2018-12-27 | 2024-01-12 | 苏交科集团股份有限公司 | Tunnel expansion joint deformation coordination and drainage structure and construction method |
| CN110439594A (en) * | 2019-08-28 | 2019-11-12 | 中铁第四勘察设计院集团有限公司 | A kind of tunnel deformation crack structure and construction method |
| CN111119927A (en) * | 2019-12-25 | 2020-05-08 | 中铁二十五局集团第一工程有限公司 | Tunnel three-dimensional waterproof and drainage system and construction technology |
| CN111287793A (en) * | 2020-03-02 | 2020-06-16 | 长安大学 | Deformation joint water-proof and drainage system based on automatic drainage function and construction process thereof |
| CN111365030A (en) * | 2020-04-02 | 2020-07-03 | 中铁工程设计咨询集团有限公司 | Tunnel concrete lining structure gap water leakage treatment device and treatment method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180313 |