CN106931240A - Perforate method for waterproofing after waterproof construction - Google Patents
Perforate method for waterproofing after waterproof construction Download PDFInfo
- Publication number
- CN106931240A CN106931240A CN201511001847.2A CN201511001847A CN106931240A CN 106931240 A CN106931240 A CN 106931240A CN 201511001847 A CN201511001847 A CN 201511001847A CN 106931240 A CN106931240 A CN 106931240A
- Authority
- CN
- China
- Prior art keywords
- perforate
- flange
- bolt
- sleeve pipe
- fastened
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
- F16L5/02—Sealing
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/0243—Laying or reclaiming pipes on land, e.g. above the ground above ground
- F16L1/0246—Laying or reclaiming pipes on land, e.g. above the ground above ground at a certain height off the ground
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
Pipe is walked the present invention relates to wallboard perforate.Perforate method for waterproofing after a kind of waterproof construction, including：The dimensioned thimble assembly of perforate as needed, sleeve pipe needs two-sided full weld with flange；Perforate is carried out to structure, needs device to hole circumferential concrete surface to be polished after the completion of perforate, to ensure that flange can be fully contacted with structure；Flange sleeve is temporarily fixed on osseotomy site, flange is positioned over structure back side；The positioning perforating of bolt is planted after being carried out after simply fixing, by galvanized bolt with anchoring adhesive implant infrastructure, construction technology is constructed with bar planting；After after anchoring adhesive thoroughly solidification, one is first installed on the inside of bolt and encloses water expandable waterstop, then water proof rubber circle is installed, last mounting flange water string；Bolt is fastened after sleeve pipe centering, single single pad cap is fastened one by one with cross diagonal form；Flexible pitch ointment will be clogged between sleeve pipe and structure from upstream face side after the completion of fastening.Waterproof effect stabilization of the present invention.
Description
Technical field
The present invention relates to wallboard perforate walk pipe, more particularly to waterproof construction perforate.
Background technology
New building construct and old building transformation in be frequently encountered and need the situation of pipe of being punched away on waterproof construction wallboard; new building usual method is the pre-buried sleeve pipe with seal ring before concreting, and old building transformation is then using the method after drilling poling using flexible waterproof material closure filling.For new building once leakage sets sealing sleeve pipe in constructing, the waterproof effect of osseotomy site after the method for the treatment of is remedied the method transformed according to old building, but this kind of means to save the situation cannot effectively ensure.
The content of the invention
Present invention seek to address that drawbacks described above, there is provided perforate method for waterproofing after a kind of waterproof construction.Waterproof effect of the present invention stabilization, is that the waterproof effect of osseotomy site after waterproof construction is undesirable there is provided preferable solution.
What the present invention was realized in：Perforate method for waterproofing after a kind of waterproof construction, including：
Step one, the dimensioned thimble assembly of perforate as needed, sleeve pipe needs two-sided full weld with flange；
Step 2, perforate is carried out to structure, needs device to hole circumferential concrete surface to be polished after the completion of perforate, to ensure that flange can be fully contacted with structure；
Step 3, osseotomy site is temporarily fixed on by flange sleeve, and flange is positioned over structure back side；The positioning perforating of bolt is planted after being carried out after simply fixing, by galvanized bolt with anchoring adhesive implant infrastructure, construction technology is constructed with bar planting；
Step 4, after after anchoring adhesive thoroughly solidification, first installs one on the inside of bolt and encloses water expandable waterstop, then installs water proof rubber circle, last mounting flange water string；
Step 5, is fastened after sleeve pipe centering to bolt, and single single pad cap is fastened one by one with cross diagonal form；
Step 6, flexible pitch ointment will be clogged after the completion of fastening from upstream face side between sleeve pipe and structure.
Flange sleeve is fixed on rear osseotomy site by the present invention plants bolt method after using, and water proof rubber circle and water expandable waterstop are set on flange and structure interface to play sealing effectiveness.There is this thimble assembly material easily to purchase, process, and be that the waterproof effect of osseotomy site after waterproof construction is undesirable there is provided preferable solution the features such as waterproof effect stabilization.The present invention can improve after waterproof wallboard the waterproof effect of osseotomy site and strengthen its stability；Construction method is more simple under equal waterproof effect；Processing and fabricating material is more common.For opening diameter without particular/special requirement, larger aperture is especially suitable for.
Specific embodiment
Perforate method for waterproofing after a kind of waterproof construction of the present invention, including：The dimensioned thimble assembly of perforate as needed, sleeve pipe needs two-sided full weld with flange.Steel pipe in flange and component can have been bought in pepe standard part shop.
Perforate is carried out to structure, needs device to hole circumferential concrete surface to be polished after the completion of perforate, to ensure that flange can be fully contacted with structure.
Flange sleeve is temporarily fixed on osseotomy site, flange is positioned over structure back side.The positioning perforating of bolt is planted after being carried out after simply fixing, by galvanized bolt with anchoring adhesive implant infrastructure（Construction technology is constructed with bar planting）.
After after anchoring adhesive thoroughly solidification, one is first installed on the inside of bolt and encloses water expandable waterstop（Point bonding）, then water proof rubber circle is installed, last mounting flange water string.
Bolt is fastened after sleeve pipe centering, single single pad cap is fastened one by one with cross diagonal form.
Flexible pitch ointment will be clogged between sleeve pipe and structure from upstream face side after the completion of fastening.
The present invention plants bolt to provide larger contact force between water flange and wall after utilizing, watertight rubber circle set between companion flange and structural plane and the sealing effectiveness of water expandable waterstop are come the waterproof effect of osseotomy site after improving.
Claims (1)
1. perforate method for waterproofing after a kind of waterproof construction, it is characterised in that including：
Step one, the dimensioned thimble assembly of perforate as needed, sleeve pipe needs two-sided full weld with flange；
Step 2, perforate is carried out to structure, needs device to hole circumferential concrete surface to be polished after the completion of perforate, to ensure that flange can be fully contacted with structure；
Step 3, osseotomy site is temporarily fixed on by flange sleeve, and flange is positioned over structure back side；The positioning perforating of bolt is planted after being carried out after simply fixing, by galvanized bolt with anchoring adhesive implant infrastructure, construction technology is constructed with bar planting；
Step 4, after after anchoring adhesive thoroughly solidification, first installs one on the inside of bolt and encloses water expandable waterstop, then installs water proof rubber circle, last mounting flange water string；
Step 5, is fastened after sleeve pipe centering to bolt, and single single pad cap is fastened one by one with cross diagonal form；
Step 6, flexible pitch ointment will be clogged after the completion of fastening from upstream face side between sleeve pipe and structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511001847.2A CN106931240A (en) | 2015-12-29 | 2015-12-29 | Perforate method for waterproofing after waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511001847.2A CN106931240A (en) | 2015-12-29 | 2015-12-29 | Perforate method for waterproofing after waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106931240A true CN106931240A (en) | 2017-07-07 |
Family
ID=59459577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511001847.2A Pending CN106931240A (en) | 2015-12-29 | 2015-12-29 | Perforate method for waterproofing after waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106931240A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700045A (en) * | 2021-08-24 | 2021-11-26 | 上海电力设计院有限公司 | Waterproof plugging method for cable hole formed in rear of outer wall of underground structure |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0259765B1 (en) * | 1986-09-11 | 1990-11-22 | Dyckerhoff & Widmann Aktiengesellschaft | Prefabricated part made of concrete or concrete steel |
| JP2008248601A (en) * | 2007-03-30 | 2008-10-16 | Kubota Ci Kk | Sewer conduit |
| CN101787718A (en) * | 2010-02-10 | 2010-07-28 | 上海智平基础工程有限公司 | Casing construction method for reinforcing underground building and structure foundation |
| CN201599493U (en) * | 2010-03-03 | 2010-10-06 | 浙江海洋学院 | Underground wall bushing |
| CN202284687U (en) * | 2011-11-01 | 2012-06-27 | 武汉市建筑设计院 | Pipe fitting structure penetrating through waterproof wall |
| CN202646941U (en) * | 2012-07-05 | 2013-01-02 | 烟台中集来福士海洋工程有限公司 | Watertight cabin penetrating structure for boat |
| CN202660908U (en) * | 2012-05-29 | 2013-01-09 | 攀钢集团西昌钢钒有限公司 | Sealing device for heating furnace wall hole |
| CN104613238A (en) * | 2014-12-02 | 2015-05-13 | 天津港国际物流发展有限公司 | Method for preventing water leakage after hole is formed in basement exterior wall process pipe |
-
2015
- 2015-12-29 CN CN201511001847.2A patent/CN106931240A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0259765B1 (en) * | 1986-09-11 | 1990-11-22 | Dyckerhoff & Widmann Aktiengesellschaft | Prefabricated part made of concrete or concrete steel |
| JP2008248601A (en) * | 2007-03-30 | 2008-10-16 | Kubota Ci Kk | Sewer conduit |
| CN101787718A (en) * | 2010-02-10 | 2010-07-28 | 上海智平基础工程有限公司 | Casing construction method for reinforcing underground building and structure foundation |
| CN201599493U (en) * | 2010-03-03 | 2010-10-06 | 浙江海洋学院 | Underground wall bushing |
| CN202284687U (en) * | 2011-11-01 | 2012-06-27 | 武汉市建筑设计院 | Pipe fitting structure penetrating through waterproof wall |
| CN202660908U (en) * | 2012-05-29 | 2013-01-09 | 攀钢集团西昌钢钒有限公司 | Sealing device for heating furnace wall hole |
| CN202646941U (en) * | 2012-07-05 | 2013-01-02 | 烟台中集来福士海洋工程有限公司 | Watertight cabin penetrating structure for boat |
| CN104613238A (en) * | 2014-12-02 | 2015-05-13 | 天津港国际物流发展有限公司 | Method for preventing water leakage after hole is formed in basement exterior wall process pipe |
Non-Patent Citations (1)
| Title |
|---|
| 张靖芳: "《防水工程施工技术》", 30 November 2012, 中国铁道出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700045A (en) * | 2021-08-24 | 2021-11-26 | 上海电力设计院有限公司 | Waterproof plugging method for cable hole formed in rear of outer wall of underground structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101956388B (en) | Novel clamp device and fixing method for grouting risers of ocean platform | |
| CN202970602U (en) | Plugging structure of high-rise building deep foundation pit large water volume tube well | |
| CN206205164U (en) | A kind of device and the external wall structure of screw hole closure for the closure of outer wall screw hole | |
| CN108930292A (en) | The method that a kind of pair of new-old concrete interface carries out water-proofing treatment | |
| CN105239729B (en) | It has constructed the construction method of poling reparation of punching after roofing | |
| CN106931240A (en) | Perforate method for waterproofing after waterproof construction | |
| CN203008143U (en) | Hole plugging structure of pipeline floor | |
| CN106704717B (en) | Casing gap plugging device and method for blocking | |
| CN104613238A (en) | Method for preventing water leakage after hole is formed in basement exterior wall process pipe | |
| CN103397637B (en) | Pre-embedding method of grouting sleeve under raft foundation | |
| CN104481553B (en) | Shield duct piece and the water-stopping method of cast-in-place concrete contact site | |
| CN204023592U (en) | The advanced quick blocking structure of a kind of foundation ditch drainage well | |
| JP2008303608A (en) | Steel pipe-soil cement composite pile | |
| CN105781580A (en) | Tunnel crack repair method | |
| KR100617507B1 (en) | A Concrete Manhole | |
| CN109518769A (en) | A kind of method and structure using PVC waterstop joint installation sewer pipe | |
| CN108589793A (en) | A kind of poured band of outer wall of basement postposition assembled advance water stop construction method | |
| CN101575979B (en) | Water sealing device applied to process step of driving machine entering reception well and method thereof | |
| KR100908622B1 (en) | Slab drainage system of building | |
| CN203167543U (en) | Salt elimination pipe component of saline-alkali soil | |
| CN105239732B (en) | A kind of construction method of the stretching roofing pipe of rainwater leakage prevention | |
| CN204717234U (en) | Directional traversing pipeline sheath tube end annular space waterproof construction | |
| CN207194586U (en) | A kind of device of temporary plugging water | |
| CN207143994U (en) | A kind of pipe gallery temporary plugging wall construction | |
| CN206233381U (en) | A kind of structure roof discharge jacket pipe reserved opening blocks system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170707 |
|
| RJ01 | Rejection of invention patent application after publication |