CN101463926A - Water-proof method for pipeline crossing full-packaging waterproof layer - Google Patents
Water-proof method for pipeline crossing full-packaging waterproof layer Download PDFInfo
- 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
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
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.
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.
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.
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)
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 |
-
2008
- 2008-12-31 CN CNA2008102052931A patent/CN101463926A/en active Pending
Cited By (6)
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 |