CN208884583U - A kind of submerged tunnel bottom deformation seam waterproof construction - Google Patents
A kind of submerged tunnel bottom deformation seam waterproof construction Download PDFInfo
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- CN208884583U CN208884583U CN201821183551.6U CN201821183551U CN208884583U CN 208884583 U CN208884583 U CN 208884583U CN 201821183551 U CN201821183551 U CN 201821183551U CN 208884583 U CN208884583 U CN 208884583U
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- deformation
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- 238000010276 construction Methods 0.000 title claims abstract description 15
- 238000002372 labelling Methods 0.000 claims abstract description 15
- 230000006835 compression Effects 0.000 claims abstract description 12
- 238000007906 compression Methods 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 239000000565 sealant Substances 0.000 claims abstract description 9
- 229910000851 Alloy steel Inorganic materials 0.000 claims abstract description 8
- 229910045601 alloy Inorganic materials 0.000 claims description 13
- 239000000956 alloy Substances 0.000 claims description 13
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 13
- 229910052782 aluminium Inorganic materials 0.000 claims description 13
- 239000004411 aluminium Substances 0.000 claims description 13
- 239000002689 soil Substances 0.000 claims 1
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910000952 Be alloy Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model provides a kind of submerged tunnel bottom deformation seam waterproof construction, include bottom plate, deformation joint, groove, external labeling type rubber fastening band, tongue-and-groove, in buried rubber fastening band, sealant layer, compression seal body layer, waterproof lamellar, waterproof roll layer, concrete cushion, water expandable waterstop, drainpipe, waterproof layer, detachable waterstop member, alloy-steel plate, bolt；The bottom plate is concrete structure, and groove is reserved on lower part prearrangement of deformation amount seam, top between adjacent bottom plates, and deformation joint is connected with groove；External labeling type rubber fastening band is arranged in the deformation joint Basolateral, and circumferential closed tongue-and-groove is arranged in lower part, and buried rubber fastening band in the setting of middle part, sealant layer is arranged in top；The compression seal body layer is formed by being embedded in the gap of deformation joint in compression seal body；The groove inner surface is laid with waterproof layer；Detachable waterstop member is set above the waterproof layer of the groove floor；Drainpipe is arranged in the groove left side central portion.
Description
Technical field
The utility model relates to buildings waterproof fields more particularly to a kind of submerged tunnel bottom deformation to stitch waterproof construction.
Background technique
With China across rivers, Hu Hai, get through waters blocking traffic construction target enter implementation phase, it is more next
More cities starts to build submerged tunnel, submerged tunnel by its on navigation without influence, save limited urban underground space,
The advantages that conducive to urban planning, it has also become the main trend of current underway scheme builds submerged tunnel and needs prearrangement of deformation amount
Seam, it is an important link that submerged tunnel bottom deformation, which stitches waterproof, once submerged tunnel bottom deformation seam leaks, it will
Great pressure is brought to traffic, submerged tunnel operation management unit, how effectively to carry out submerged tunnel bottom deformation seam waterproof
It is current urgent problem.
Utility model content
The purpose of this utility model is that in view of the drawbacks of the prior art, providing a kind of submerged tunnel bottom deformation seam waterproof
Structure, the submerged tunnel bottom deformation stitch waterproof construction and are provided with multiple waterproof, and waterproof effect is significant, solves submerged tunnel bottom
The problem that plate deformation joint leaks, and draining safeguard procedures are provided with, percolating water can be arranged in time when leaking
Out.
A kind of submerged tunnel bottom deformation seam waterproof that in order to achieve the above purposes, the technical solution adopted by the utility model is:
Structure, include bottom plate, deformation joint, groove, external labeling type rubber fastening band, tongue-and-groove, in buried rubber fastening band, sealant layer,
It is compression seal body layer, waterproof lamellar, waterproof roll layer, concrete cushion, water expandable waterstop, drainpipe, waterproof layer, detachable
Formula waterstop member, alloy-steel plate, bolt；The bottom plate is concrete structure, lower part prearrangement of deformation amount seam, top between adjacent bottom plates
Reserved groove, deformation joint are connected with groove；External labeling type rubber fastening band is arranged in the deformation joint Basolateral, and ring is arranged in lower part
To closed tongue-and-groove, buried rubber fastening band in the setting of middle part, sealant layer is arranged in top；The compression seal body layer is by pressing
Contracting seal, which is embedded in the gap of deformation joint, to be formed；It is successively arranged waterproof from top to bottom below the external labeling type rubber fastening band
Plate layer, waterproof roll layer, concrete cushion；The groove inner surface is laid with waterproof layer；Above the waterproof layer of the groove floor
Detachable waterstop member is set；Drainpipe is arranged in the groove left side central portion；Alloy-steel plate, the alloy is arranged in the groove top
Steel plate is fixed by bolts on bottom plate.
Preferably, the slit width of the deformation joint is 15-30mm.
Preferably, the distance of the groove boundary to deformation joint middle line is 120-270mm, the height of the groove is 150-
240mm。
Preferably, the external labeling type rubber fastening band is adhesively fixed with waterproof lamellar.
Preferably, a closed water expandable waterstop is respectively arranged among three faces of the tongue-and-groove.
Preferably, the detachable waterstop member includes rubber fastening band, gasket, rubber bar, alloy aluminium sheet, anchor
Bar；The rubber fastening band is fixed on groove bottom end two sides by anchor pole with alloy aluminium sheet, and the rubber fastening band is in deformation joint
Convex camber；Gasket is set between the alloy aluminium sheet and rubber fastening band；It is arranged between the alloy aluminium sheet and waterproof layer
Rubber bar.
The beneficial effects of the utility model are: submerged tunnel bottom deformation seam waterproof construction is provided with multiple waterproof, prevent
Water significant effect solves the problems, such as that submerged tunnel bottom deformation seam leaks, and provided with draining safeguard procedures, can
Percolating water is discharged in time when leaking.
Detailed description of the invention
Fig. 1 is that submerged tunnel bottom deformation stitches waterproof construction schematic diagram.
Fig. 2 is detachable waterstop member schematic diagram.
Wherein: 1 is bottom plate, and 2 be deformation joint, and 3 be groove, and 4 be external labeling type rubber fastening band, and 5 be tongue-and-groove, 6 be in it is buried
Rubber fastening band, 7 be sealant layer, and 8 be compression seal body layer, and 9 be waterproof lamellar, and 10 be waterproof roll layer, and 11 be concrete
Bed course, 12 be water expandable waterstop, and 13 be drainpipe, and 14 be waterproof layer, and 15 be detachable waterstop member, and 16 be steel alloy
Plate, 17 be bolt, and 151 be rubber fastening band, and 152 be gasket, and 153 be rubber bar, and 154 be alloy aluminium sheet, and 155 be anchor pole.
Specific embodiment
In conjunction with attached drawing 1-2, the utility model is described in further detail.
As shown in Figs. 1-2, a kind of submerged tunnel bottom deformation stitches waterproof construction, include bottom plate 1, deformation joint 2, groove 3,
External labeling type rubber fastening band 4, tongue-and-groove 5, in buried rubber fastening band 6, sealant layer 7, compression seal body layer 8, waterproof lamellar 9,
Waterproof roll layer 10, concrete cushion 11, water expandable waterstop 12, drainpipe 13, waterproof layer 14, detachable waterstop member
15, alloy-steel plate 16, bolt 17；The bottom plate 1 is concrete structure, lower part prearrangement of deformation amount seam 2, top between adjacent bottom plates 1
Reserved groove 3, deformation joint 2 are connected with groove 3；External labeling type rubber fastening band 4, lower part is arranged in 2 Basolateral of deformation joint
Circumferential closed tongue-and-groove 5 is set, and buried rubber fastening band 6 in the setting of middle part, sealant layer 7 is arranged in top；The compression seal
Body layer 8 is formed by being embedded in the gap of deformation joint 2 in compression seal body；4 lower section of the external labeling type rubber fastening band on toward
Under be successively arranged waterproof lamellar 9, waterproof roll layer 10, concrete cushion 11；3 inner surface of groove is laid with waterproof layer 14；Institute
State setting detachable waterstop member 15 above the waterproof layer 14 of 3 bottom surface of groove；Drainpipe 13 is arranged in 3 left side central portion of groove；
Alloy-steel plate 16 is arranged in 3 top of groove, which is fixed on bottom plate 1 with bolt 17.
When it is implemented, the slit width of the deformation joint 2 is 15-30mm.
When it is implemented, the distance of 3 boundary of groove to 2 middle line of deformation joint is 120-270mm, the height of the groove 3
For 150-240mm.
When it is implemented, the external labeling type rubber fastening band 4 is adhesively fixed with waterproof lamellar 9.
When it is implemented, a closed water expandable waterstop 12 is respectively arranged among three faces of the tongue-and-groove 5.
When it is implemented, the detachable waterstop member 15 include rubber fastening band 151, gasket 152, rubber bar 153,
Alloy aluminium sheet 154, anchor pole 155；The rubber fastening band 151 is fixed on 3 bottom end of groove by anchor pole 155 with alloy aluminium sheet 154
Two sides, the rubber fastening band 151 convex camber at deformation joint 5；Between the alloy aluminium sheet 154 and rubber fastening band 151
Gasket 152 is set；Rubber bar 155 is set between the alloy aluminium sheet 154 and waterproof layer 14.
Claims (6)
1. a kind of submerged tunnel bottom deformation stitches waterproof construction, it is characterised in that: include bottom plate, deformation joint, groove, external labeling type
Rubber fastening band, tongue-and-groove, in buried rubber fastening band, sealant layer, compression seal body layer, waterproof lamellar, waterproof roll layer, mixed
Solidifying soil padding, water expandable waterstop, drainpipe, waterproof layer, detachable waterstop member, alloy-steel plate, bolt；The bottom plate is
Concrete structure, groove is reserved on lower part prearrangement of deformation amount seam, top between adjacent bottom plates, and deformation joint is connected with groove；The change
Shape stitches Basolateral and external labeling type rubber fastening band is arranged, and circumferential closed tongue-and-groove is arranged in lower part, and buried rubber stops in the setting of middle part
Sealant layer is arranged in water band, top；The compression seal body layer is formed by being embedded in the gap of deformation joint in compression seal body；
It is successively arranged waterproof lamellar, waterproof roll layer, concrete cushion from top to bottom below the external labeling type rubber fastening band；It is described recessed
Slot inner surface is laid with waterproof layer；Detachable waterstop member is set above the waterproof layer of the groove floor；In on the left of the groove
Drainpipe is arranged in portion；Alloy-steel plate is arranged in the groove top, which is fixed by bolts on bottom plate.
2. a kind of submerged tunnel bottom deformation according to claim 1 stitches waterproof construction, it is characterised in that: the deformation joint
Slit width be 15-30mm.
3. a kind of submerged tunnel bottom deformation according to claim 1 stitches waterproof construction, it is characterised in that: the groove side
The distance of boundary to deformation joint middle line is 120-270mm, and the height of the groove is 150-240mm.
4. a kind of submerged tunnel bottom deformation according to claim 1 stitches waterproof construction, it is characterised in that: the external labeling type
Rubber fastening band is adhesively fixed with waterproof lamellar.
5. a kind of submerged tunnel bottom deformation according to claim 1 stitches waterproof construction, it is characterised in that: the tongue-and-groove
One closed water expandable waterstop is respectively set among three faces.
6. a kind of submerged tunnel bottom deformation according to claim 1 stitches waterproof construction, it is characterised in that: the detachable
Waterstop member includes rubber fastening band, gasket, rubber bar, alloy aluminium sheet, anchor pole；The rubber fastening band and alloy aluminium sheet are logical
It crosses anchor pole and is fixed on groove bottom end two sides, the rubber fastening band is in the convex camber of deformation joint；The alloy aluminium sheet and rubber
Gasket is set between waterstop；Rubber bar is set between the alloy aluminium sheet and waterproof layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821183551.6U CN208884583U (en) | 2018-07-25 | 2018-07-25 | A kind of submerged tunnel bottom deformation seam waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821183551.6U CN208884583U (en) | 2018-07-25 | 2018-07-25 | A kind of submerged tunnel bottom deformation seam waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208884583U true CN208884583U (en) | 2019-05-21 |
Family
ID=66507339
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821183551.6U Active CN208884583U (en) | 2018-07-25 | 2018-07-25 | A kind of submerged tunnel bottom deformation seam waterproof construction |
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| Country | Link |
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| CN (1) | CN208884583U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670633A (en) * | 2019-08-21 | 2020-01-10 | 柯贤泽 | Immersed tube tunnel joint connection method and intelligent monitoring device |
| CN111456090A (en) * | 2020-04-09 | 2020-07-28 | 中铁（天津）隧道工程勘察设计有限公司 | Waterproof structure and method for concrete construction joint of immersed tube tunnel |
| CN114575896A (en) * | 2022-02-15 | 2022-06-03 | 中铁工程设计咨询集团有限公司 | Tunnel deformation joint waterproof structure and waterproof method |
-
2018
- 2018-07-25 CN CN201821183551.6U patent/CN208884583U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670633A (en) * | 2019-08-21 | 2020-01-10 | 柯贤泽 | Immersed tube tunnel joint connection method and intelligent monitoring device |
| CN110670633B (en) * | 2019-08-21 | 2021-08-13 | 柯贤泽 | Immersed tube tunnel joint connection method and intelligent monitoring device |
| CN111456090A (en) * | 2020-04-09 | 2020-07-28 | 中铁（天津）隧道工程勘察设计有限公司 | Waterproof structure and method for concrete construction joint of immersed tube tunnel |
| CN114575896A (en) * | 2022-02-15 | 2022-06-03 | 中铁工程设计咨询集团有限公司 | Tunnel deformation joint waterproof structure and waterproof method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210601 Address after: 034000 No.10 Xinjian South Road, Xinfu District, Xinzhou City, Shanxi Province Patentee after: Shanxi road and Bridge Third Engineering Co.,Ltd. Address before: 034000 Room 401, unit 3, building 8, Yunzhong community, Xinfu District, Xinzhou City, Shanxi Province Patentee before: Yang Jianbin |