CN2556269Y - Drain-type composite rubber waterstop - Google Patents
Drain-type composite rubber waterstop Download PDFInfo
- Publication number
- CN2556269Y CN2556269Y CN 01265744 CN01265744U CN2556269Y CN 2556269 Y CN2556269 Y CN 2556269Y CN 01265744 CN01265744 CN 01265744 CN 01265744 U CN01265744 U CN 01265744U CN 2556269 Y CN2556269 Y CN 2556269Y
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- China
- Prior art keywords
- water
- waterstop
- utility
- tie
- drainage channel
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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.)
- Expired - Fee Related
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- Lining And Supports For Tunnels (AREA)
Abstract
The utility model provides a drain-type composite rubber water stop tie, which belongs to a tunnel and an underground engineering concrete lining three joints (namely, a construction joint, an expansion joint and a settlement joint) built-in water stop tie. The utility model consists of a bypass, a flange, an expansion rubber strip and a pulp stop water filtering tie (see Figure). The utility model is characterized in that: 1, the water stop tie is provided with a drainage channel; the lower part of the drainage channel is communicated with a tunnel drainage channel; so the outer side of the water stop tie has no water seepage pressure. 2, the flange of the water stop tie is provided with three joints and two sides; the rubber strip, which expands when meeting with water, is pasted on the flange; so the water seepage is prevented from transversely flowing along the water stop tie. The utility model is suitable for anti-water in the tunnel and the underground engineering lining three joints.
Description
The utility model relates to a kind of tunnel and underground construction construction of concrete lining seam, shrinkage joint and the built-in waterstop of settlement joint, particularly dewatering type compounded rubber waterstop.
The percolating water of tunnel and underground construction mostly occurs on the constuction joint of lining cutting, shrinkage joint and settlement joint (being called for short three seams), and built-in waterstop plays key effect in lining cutting three seam waterproof.There are two deficiencies in existing built-in waterstop: the one, do not possess draining pressure release function, promptly infiltrate lining cutting three seams and run into waterstop when stopping from country rock when underground water, infiltration is difficult along oozing under the seam, makes the outer side hydraulic pressure increase face of waterstop cause infiltration around the waterstop seepage; The 2nd, in the concrete coagulation hardening process, certain drying shrinkage appear, and it is closely knit inadequately that waterstop is combined with its surrounding concrete, causes infiltration to ooze out along waterstop and concrete interface easily.
The purpose of this utility model provides a kind of dewatering type compounded rubber waterstop, the drainage channel drainage and step-down that it can have by self, and pass through the impervious ability that the hydro-expansive rubber bar improves waterstop and concrete interface.
The utility model is achieved in that the middle part in waterstop cross section, leaves drainage channel.When infiltration along three seams when flowing to waterstop, the filtration beds of porous is passed in infiltration earlier, enters drainage channel then.Because the drainage channel bottom links to each other with the drainage system of tunnel and underground construction, so enter the underground water of waterstop drainage channel, can discharge along drainage channel unblockedly, thereby reduce tunnel and underground construction are stitched seepages along lining cutting three possibility.In addition, in order to increase the resistance that infiltration is oozed out along waterstop and lining concrete interface, novel waterstop also respectively is provided with a water-swelling rubber water bar in the drainage channel both sides.
Concrete structure of the present utility model is provided by following embodiment and accompanying drawing thereof.
Fig. 1 is the schematic cross-sectional view according to the dewatering type compounded rubber waterstop that the utility model proposes.Fig. 2 is that dewatering type compounded rubber waterstop is arranged schematic diagram.
Describe details and working condition thereof in detail below in conjunction with Fig. 1, Fig. 2 according to the concrete waterstop that the utility model proposes.
This waterstop is by detour (1), the edge of a wing (2), expanded rubber bar (3) and only starch drainage band (4) and form.Wherein detour (1) and the edge of a wing (2) forms the waterstop main body, only starches drainage band (4) and sticks on that go up on the edge of a wing (2) and form drainage channel (5) with detour (1).
This waterstop is built-in waterstop, and waterstop stitches (6) quadratures with concrete lining three in the middle.Infiltration (7) flow to along three seams (6) and only starches drainage band (4), owing to only starch drainage band (4) porous, infiltration is easy to enter drainage channel (5), and by the drainage system of its row to tunnel and underground construction.Passing through when only starching drainage band (4) along waterstop and concrete interfacial gap lateral flow as fruit part infiltration, then can run into stopping of hydro-expansive rubber bar (3) that stick on the waterstop edge of a wing (2).Hydro-expansive rubber bar (3) expands after meeting water, makes the interface between the waterstop edge of a wing (2) and the concrete closely knit, and infiltration increases along the lateral flow resistance, thereby improves the sealing ability of waterstop.
Claims (3)
1, a kind of dewatering type compounded rubber waterstop, it is by detour (1), the edge of a wing (2), expanded rubber bar (3) and only starch drainage band (4) and form, and it is characterized in that the middle part in waterstop cross section is provided with drainage channel (5).
2, waterstop according to claim 1 is characterized in that being pasted with on the edge of a wing (2) of drainage channel (5) both sides and can prevent that cement mortar from passing, again can be permeable only starch drainage band (4).
3, waterstop according to claim 1 is characterized in that being pasted with hydro-expansive rubber bar (3) on the edge of a wing (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01265744 CN2556269Y (en) | 2001-10-18 | 2001-10-18 | Drain-type composite rubber waterstop |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01265744 CN2556269Y (en) | 2001-10-18 | 2001-10-18 | Drain-type composite rubber waterstop |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2556269Y true CN2556269Y (en) | 2003-06-18 |
Family
ID=33672533
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 01265744 Expired - Fee Related CN2556269Y (en) | 2001-10-18 | 2001-10-18 | Drain-type composite rubber waterstop |
Country Status (1)
Country | Link |
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CN (1) | CN2556269Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104328805A (en) * | 2014-11-13 | 2015-02-04 | 中冶天工集团有限公司 | Steel-edged water stop fixing device and using method thereof |
CN104912574A (en) * | 2015-06-29 | 2015-09-16 | 中南大学 | A tunnel lining leakage water treatment method |
CN105178362A (en) * | 2015-06-12 | 2015-12-23 | 茅为伟 | Deformation joint leaking stoppage drainage device |
CN106593490A (en) * | 2016-12-05 | 2017-04-26 | 北京交通大学 | Water diversion type water-stop belt |
CN106759519A (en) * | 2016-12-16 | 2017-05-31 | 中建四局第建筑工程有限公司 | A kind of post-cast strip Novel drainage discharge structure and its construction method |
-
2001
- 2001-10-18 CN CN 01265744 patent/CN2556269Y/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104328805A (en) * | 2014-11-13 | 2015-02-04 | 中冶天工集团有限公司 | Steel-edged water stop fixing device and using method thereof |
CN105178362A (en) * | 2015-06-12 | 2015-12-23 | 茅为伟 | Deformation joint leaking stoppage drainage device |
CN104912574A (en) * | 2015-06-29 | 2015-09-16 | 中南大学 | A tunnel lining leakage water treatment method |
CN104912574B (en) * | 2015-06-29 | 2017-12-05 | 中南大学 | A kind of tunnel-liner percolating water Treatment Methods |
CN106593490A (en) * | 2016-12-05 | 2017-04-26 | 北京交通大学 | Water diversion type water-stop belt |
CN106759519A (en) * | 2016-12-16 | 2017-05-31 | 中建四局第建筑工程有限公司 | A kind of post-cast strip Novel drainage discharge structure and its construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |