CN101463926A - Water-proof method for pipeline crossing full-packaging waterproof layer - Google Patents

Water-proof method for pipeline crossing full-packaging waterproof layer Download PDF

Info

Publication number
CN101463926A
CN101463926A CNA2008102052931A CN200810205293A CN101463926A CN 101463926 A CN101463926 A CN 101463926A CN A2008102052931 A CNA2008102052931 A CN A2008102052931A CN 200810205293 A CN200810205293 A CN 200810205293A CN 101463926 A CN101463926 A CN 101463926A
Authority
CN
China
Prior art keywords
waterproof layer
pipeline
waterproof
full
layer
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
Application number
CNA2008102052931A
Other languages
Chinese (zh)
Inventor
陆明
张苹
雷震宇
张勇
向科
朱祖憙
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.)
Shanghai Tunnel Engineering and Rail Transit Design and Research Institute
Original Assignee
Shanghai Tunnel Engineering and Rail Transit Design and Research Institute
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 Shanghai Tunnel Engineering and Rail Transit Design and Research Institute filed Critical Shanghai Tunnel Engineering and Rail Transit Design and Research Institute
Priority to CNA2008102052931A priority Critical patent/CN101463926A/en
Publication of CN101463926A publication Critical patent/CN101463926A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

The invention relates to a tunnel water proofing method, in particular to a water proofing method while inserting a pipeline into a fully-clad waterproof layer. The method is realized by adding a waterproof layer reinforcing layer, an elastic spacer and tightening devices, wherein, the waterproof layer reinforcing layer takes a column shape and one end of the waterproof layer reinforcing layer is provided with a flange; the waterproof layer reinforcing layer, the elastic spacer and the tightening device are connected by the following steps: cladding an outer wall surface of the pipeline with the elastic spacer, and then sheathing a column-shaped part of the waterproof layer reinforcing layer on the elastic spacer; jointing the flange with the fully-clad waterproof layer; and finally pressing and fixing the elastic spacer, the column-shaped part of the waterproof layer reinforcing layer and the pipeline by at least two tightening devices. The joint between the pipeline and the fully-clad waterproof layer treated by the method can achieve hydraulic pressure resistance up to 0.9MPa, thus causing the waterproofing property to be safe and reliable.

Description

The waterproof method that is used for pipeline crossing full-packaging waterproof layer
Technical field
The present invention relates to tunnel waterproofing method, specifically relate to the waterproof method of pipeline crossing full-packaging waterproof layer.
Background technique
Passing through tunnel structure full-packaging waterproof layer place for pipeline in the prior art at present generally adopts the method for perfusion sealer in both joints to satisfy waterproof requirement.The advantage of this method is simple to operate, but pouring into sealer can not bear higher hydraulic pressure, the geological environment of inapplicable high hydraulic pressure.And might occur empty sticking situation between sealer and watertightness barrier, sealer and the pipeline, thereby influenced the integral waterproofing effect of tunnel or connecting passage.
Summary of the invention
The objective of the invention is provides a kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer according to above-mentioned the deficiencies in the prior art part, and this method is by setting up connector element, to improve the water-proof performance of seam crossing between pipeline outer wall and full-packaging waterproof layer.
The object of the invention realizes being finished by following technological scheme:
A kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer, comprise tunnel structure and the pipeline that passes through tunnel structure, it is characterized in that this method set up the watertightness barrier reinforced layer, resilient pad, with the lock ring device, wherein the watertightness barrier reinforced layer is column, the one end is provided with flange, and adopt following steps to connect: resilient pad is coated on the pipeline outer wall surface, stylolitic part with the watertightness barrier reinforced layer is set on the resilient pad afterwards, described flange is engaged with full-packaging waterproof layer, use at least two lock ring devices at last resilient pad, the stylolitic part of watertightness barrier reinforced layer and pipeline three are fixed.
Described resilient pad is a vulcanized butyl rubber thin slice not, and the vulcanized butyl rubber thin slice does not play the effect of slight gap between sealing watertightness barrier reinforced layer and the wall-passing pipe.
Described resilient pad can be a long strip, during operation it is wrapped in the pipeline outer wall surface, then piece is engaged, and this resilient pad also can be tubular, during operation it is coated on the pipeline outer wall surface.
Described lock ring device quantity is two, and this device is that stirrup or other can play the device of lock ring effect.
Described watertightness barrier reinforced layer and watertightness barrier adopt identical materials, between the method that can take to weld connect.
Advantage of the present invention is to adopt pipeline and full-packaging waterproof layer joint hydraulic pressure resistance ability after this method is handled can reach 0.9MPa, makes its water-proof performance safe and reliable.
Description of drawings
Accompanying drawing 1 is an embodiment of the invention cross-sectional configuration schematic representation;
Accompanying drawing 2 is an embodiment of the invention watertightness barrier reinforced layer structural representation;
Accompanying drawing 3 is an embodiment of the invention resilient pad structural representation;
Accompanying drawing 4 is an embodiment of the invention perspective view.
Embodiment
Feature of the present invention and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that technician's of the same trade understanding:
Shown in Fig. 1-4, label 1-9 represents respectively: prop up sheath 1, nonwovens buffer layer 2, full-packaging waterproof layer 3, watertightness barrier reinforced layer 4, pass through the stylolitic part 8 of watertightness barrier pipeline 5, lock ring device 6, resilient pad 7, watertightness barrier reinforced layer, the flange portion 9 of watertightness barrier reinforced layer.
Present embodiment is by increasing watertightness barrier reinforced layer 4, resilient pad 7 and lock ring device 6, stylolitic part 8 and pipeline 5 threes with resilient pad 7, watertightness barrier reinforced layer 4 are fixed by lock ring device 6, and the flange portion 9 of watertightness barrier reinforced layer 4 engaged with full-packaging waterproof layer 3, thereby improve the sealability of watertightness barrier 3 and pipeline 5 seam crossings, can reach 0.9MPa by above-mentioned waterproof measure hydraulic pressure resistance ability.
Describe this method in detail below by embodiment.
Stylolitic part 8 and its flange portion 9 of watertightness barrier reinforced layer 4 is structure as a whole in the present embodiment, can guarantee the sealability of himself.
Resilient pad 7 can be an integrated formed structure in the present embodiment, also can be the structure of taking cutting to engage, as shown in Figure 3.
The watertightness barrier reinforced layer adopts the PVC splash guard in the present embodiment.Conspicuous, can play good sealing effect equally for watertightness barrier this method of other materials such as ECB.
As shown in Figure 2, watertightness barrier reinforced layer 4 is column, and the one end is provided with flange.Reinforced layer 4 is selected identical material with full-packaging waterproof layer for use, and both welding can reach good sealing effect like this.
Pipeline 5 passes through tunnel structure, earlier resilient pad 7 is coated on pipeline 5 surfaces, resilient pad mainly plays the effect of slight gap between sealing watertightness barrier reinforced layer and the wall-passing pipe, the material of resilient pad 7 is vulcanized butyl rubber not, and performances such as the elasticity of this material, ageing resistance and intensity can reach the performance that resilient pad 7 requires; Stylolitic part 8 with watertightness barrier reinforced layer 4 is set on the resilient pad 7 then, and flange portion 9 closely contacts with full-packaging waterproof layer 3, and flange 9 and full-packaging waterproof layer 3 are engaged, and obviously the method that engages is taked the mode of welding.Be fixed by the stylolitic part 8 and pipeline 5 threes of lock ring device 6 then resilient pad 7, watertightness barrier reinforced layer, lock ring device 6 adopts stirrup, its quantity can increase and decrease according to different geological states and pipe diameter, adopts two can reach good sealing effect usually.

Claims (8)

1. waterproof method that is used for pipeline crossing full-packaging waterproof layer, comprise tunnel structure and the pipeline that passes through the tunnel structure full-packaging waterproof layer, it is characterized in that this method set up the watertightness barrier reinforced layer, resilient pad and lock ring device, wherein the watertightness barrier reinforced layer is column, the one end is provided with flange, and adopt following steps to connect: resilient pad is coated on the pipeline outer wall surface, stylolitic part with the watertightness barrier reinforced layer is set on the resilient pad afterwards, described flange is engaged with full-packaging waterproof layer, use at least two lock ring devices at last resilient pad, the stylolitic part of watertightness barrier reinforced layer and pipeline three are fixed.
2. a kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer according to claim 1 is characterized in that described resilient pad is vulcanized butyl rubber thin slice not.
3. a kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer according to claim 1 is characterized in that described resilient pad is coated on the pipeline outer wall surface and refers to this resilient pad is wrapped in the pipeline outer wall surface, and piece engages then.
4. a kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer according to claim 1 is characterized in that described watertightness barrier reinforced layer and watertightness barrier adopt the water-proofing material of identical material.
5. according to claim 1 or 4 described a kind of waterproof methods that are used for pipeline crossing full-packaging waterproof layer, it is characterized in that the flange portion of described watertightness barrier reinforced layer is connected with full-packaging waterproof layer by welding.
6. a kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer according to claim 1 is characterized in that the stylolitic part of described watertightness barrier reinforced layer and its flange are structure as a whole.
7. a kind of waterproof method that is used for pipeline crossing full-packaging waterproof layer according to claim 1 is characterized in that described lock ring device quantity is two.
8. according to claim 1 or 7 described a kind of waterproof methods that are used for pipeline crossing full-packaging waterproof layer, it is characterized in that described lock ring device is a stirrup.
CNA2008102052931A 2008-12-31 2008-12-31 Water-proof method for pipeline crossing full-packaging waterproof layer Pending CN101463926A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2008102052931A CN101463926A (en) 2008-12-31 2008-12-31 Water-proof method for pipeline crossing full-packaging waterproof layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2008102052931A CN101463926A (en) 2008-12-31 2008-12-31 Water-proof method for pipeline crossing full-packaging waterproof layer

Publications (1)

Publication Number Publication Date
CN101463926A true CN101463926A (en) 2009-06-24

Family

ID=40804638

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2008102052931A Pending CN101463926A (en) 2008-12-31 2008-12-31 Water-proof method for pipeline crossing full-packaging waterproof layer

Country Status (1)

Country Link
CN (1) CN101463926A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102878354A (en) * 2012-10-10 2013-01-16 中国建筑第七工程局有限公司 Method for producing flexible waterproof casing
CN103867809A (en) * 2014-04-04 2014-06-18 中水北方勘测设计研究有限责任公司 Water stopping structure of water outlet pipe of water pump
CN106760697A (en) * 2017-01-24 2017-05-31 玉溪玉昆科技有限公司 A kind of tower room integration signal base station
CN109736515A (en) * 2018-12-26 2019-05-10 北京东方雨虹防水工程有限公司 A kind of the waterproof receipts head sealing structure and encapsulating method of stretching basal plane component

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102878354A (en) * 2012-10-10 2013-01-16 中国建筑第七工程局有限公司 Method for producing flexible waterproof casing
CN103867809A (en) * 2014-04-04 2014-06-18 中水北方勘测设计研究有限责任公司 Water stopping structure of water outlet pipe of water pump
CN103867809B (en) * 2014-04-04 2016-08-17 中水北方勘测设计研究有限责任公司 The water sealing structure of pumping line
CN106760697A (en) * 2017-01-24 2017-05-31 玉溪玉昆科技有限公司 A kind of tower room integration signal base station
CN106760697B (en) * 2017-01-24 2018-10-30 玉溪玉昆科技有限公司 A kind of tower room integration signal base station
CN109736515A (en) * 2018-12-26 2019-05-10 北京东方雨虹防水工程有限公司 A kind of the waterproof receipts head sealing structure and encapsulating method of stretching basal plane component

Similar Documents

Publication Publication Date Title
CN107345601B (en) Pipeline configuration and water supply line restorative procedure
CN103669292A (en) Concrete joint water stop structure and construction method thereof
CN101463926A (en) Water-proof method for pipeline crossing full-packaging waterproof layer
CN102694361A (en) Waterproofing method for stress monitoring cable joints for reinforced concrete segments
CN109653245A (en) A kind of precast assembly pipe gallery groove and tognue type joint waterproofing construction and method
CN207381902U (en) A kind of cable channel plugging structure
CN102071666A (en) U-shaped flume deformation joint composite water blocking tape
CN101476650A (en) Water-proof apparatus used for pipeline crossing full-packaging waterproof layer
CN201330889Y (en) Waterproofing device for pipeline crossing
KR101378972B1 (en) Method for repairing expansion joint part between concrete structures
CN209958531U (en) Deformation joint leakage repairing structure
CN209741930U (en) Waterproof sealing device for connecting part of prefabricated pipe joints of comprehensive pipe gallery
CN218267677U (en) Leakage-proof structure for building water supply and drainage engineering
CN106480909A (en) A kind of interchangeable device for monitoring prefabricated assembled subway station joint percolating water
CN204589922U (en) A kind of composite rubber water stop
CN211624441U (en) Basement wall pipe waterproof construction
CN213598736U (en) Waterproof system for cable wall-penetrating pipeline
CN209568553U (en) Flexible water sealing system
CN106841516B (en) A kind of confined concrete arch support system Radial Coupling evaluating characteristics
KR20050082143A (en) A concrete manhole
CN101608427B (en) Method for connecting and sealing hot-extrusion coating steel wire inhaul cables and cable clips
CN202206099U (en) Connecting and waterproofing structure for tunnel pipe joint in jacking pipe construction of cable tunnel
JP5089730B2 (en) Seismic joint for manhole, its manufacturing method and mounting method
JP2009264090A (en) Joint constitutive material, joint structure of underground pipe conduit, and construction method of underground pipe conduit
CN215378344U (en) Pipe orifice butt joint device for mounting MPP (modified Polypropylene) power pipe

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Open date: 20090624