CN2556269Y - Drain-type composite rubber waterstop - Google Patents

Drain-type composite rubber waterstop Download PDF

Info

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
Authority
CN
China
Prior art keywords
water
waterstop
utility
tie
drainage channel
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.)
Expired - Fee Related
Application number
CN 01265744
Other languages
Chinese (zh)
Inventor
吕康成
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 01265744 priority Critical patent/CN2556269Y/en
Application granted granted Critical
Publication of CN2556269Y publication Critical patent/CN2556269Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • 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

Dewatering type compounded rubber waterstop
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).
CN 01265744 2001-10-18 2001-10-18 Drain-type composite rubber waterstop Expired - Fee Related CN2556269Y (en)

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
CN (1) CN2556269Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN204476470U (en) A kind of waterproof and water drainage system of applicable tunnel project seam
CN204532378U (en) Subway tunneling boring rock tunnel development machine engineering method tunnel water handling constructs
CN208473894U (en) Tunnel lining structure solid waterproof and water drainage system
CN206599867U (en) A kind of waterproofing of movement joints construction
CN207314560U (en) A kind of prefabricated outer wall panel vertical abutment joint waterproofing node
CN203161259U (en) Buried-in type rubber water-stop belt of double-layer waterproof structure and construction-joint water drainage structure formed by buried-in type rubber water-stop belt
CN2556269Y (en) Drain-type composite rubber waterstop
CN109208651A (en) Underground engineering super-long structural body deformation joint waterproof/drainage structure construction method and structure
CN107012893A (en) A kind of basement bottom wall board post poured band waterproof construction and its construction method
CN208072706U (en) A kind of connection structure of the prefabricated steel shear wall horizontal joint of slip installation
CN204982789U (en) A dam body prevention of seepage drainage system for roller compacted concrete dam
CN107816361A (en) Tunnel rich water section partitioning waterproofing system
CN201310363Y (en) Quasi-neutrality embedding type dischargeable rubber water stop
CN109113768A (en) A kind of lining construction seam waterproof construction and waterproof method
CN207513619U (en) Tunnel rich water section partitioning waterproofing system
CN107587434A (en) Culvert of reinforced concrete percolating water prevention and disposition method
CN207598289U (en) A kind of underground rock cavern antiseepage discharge structure
CN208619166U (en) Tunnel roof waterproof flow guiding structure
CN208870612U (en) A kind of cold area's water rich strata tunnel roof waterproof structure for deformation seams
CN202250109U (en) Back-stuck drainage water stop
CN205078305U (en) Modular tunnel longitudinal drainage pipe
CN110130980A (en) A kind of tunnel drainage device, system and its construction method
CN205907911U (en) Roof floor waterproof insulation structure
CN214143829U (en) Drainable externally-attached water stop with pasting timeliness
CN208982071U (en) A kind of lining construction seam waterproof construction

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