CN2801923Y - Concrete built-in anti-leakage special casing pipe - Google Patents
Concrete built-in anti-leakage special casing pipe Download PDFInfo
- Publication number
- CN2801923Y CN2801923Y CN 200520051210 CN200520051210U CN2801923Y CN 2801923 Y CN2801923 Y CN 2801923Y CN 200520051210 CN200520051210 CN 200520051210 CN 200520051210 U CN200520051210 U CN 200520051210U CN 2801923 Y CN2801923 Y CN 2801923Y
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- sleeve pipe
- pipe
- groove
- pipeline
- diameter
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- Expired - Fee Related
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Abstract
The utility model relates to a concrete pre-burying anti-leakage special sleeve pipe which mainly solves the problem that no concrete pre-burying sleeve pipe having the advantages of high durability and effective leakage prevention exists at present. One or more than one water stopping wing ring bulged out of a pipe wall is fixedly arranged on the outer wall of the hollow sleeve pipe; the inner diameter of the sleeve pipe is larger than the outer diameter of a pipeline which is matched and sheathed with the sleeve pipe; the gap between the sleeve pipe and the sheathed pipeline can be filled with elastic water-proof sealing materials. A groove of which the inner diameter is larger than the lower part of the sleeve pipe is arranged at the upper part of the sleeve pipe; a length regulating pipe of which the upper part extends out of the groove is sheathed in the groove in a matching way. The sleeve pipe can be made of plastics; because the diameter of the groove is larger than the inner diameter of the sleeve pipe and can be matched with the pipe diameter of a water discharging pipe conforming to the national standard, the sleeve pipe can be freely lengthened as required by inserting the regulating pipe with the definite length into the groove. Because arranged on the outer circumference of the sleeve pipe, the water stopping ring can effectively perform the anti-leakage function. The utility model is mainly used for a preinstalled pipe installation through hole before pipelines are installed in a concrete slab.
Description
Technical field
The utility model relate to a kind of when being specifically designed to the pipeline through-flooring in cast-in-situ concrete pre-buried sleeve pipe.
Background technology
In housing construction, lavatory, kitchen, washroom and other have the house of plumbing, and its pipeline generally all will pass each floor plate and vertically install.When this just requires our disturbing concrete floor, on the position that has pipeline to pass, bury sleeve pipe in advance underground, pipeline is passed from sleeve pipe greater than outer diameter tube.For a long time, the used sleeve pipe in building site generally is to adopt iron pipe or iron plate to make at the scene.Facts have proved that the field fabrication metal sleeve has following shortcoming: 1, manufacturing technology does not pass a test, iron plate is burnt or phenomenon such as weld seam disconnection when often welding occurring.Cause sleeve pipe outer rim seepage; 2, corrosion easily.Because sleeve pipe generally is to be embedded in the concrete of lavatory, kitchen floor, be subjected to the erosion of the very strong liquids and gases of corrosivity all the year round, 1-2 at least, 3-5 at most, sleeve pipe is worn by rust, causes the serious seepage of pore; 3, cost height.The field fabrication ferule is that specification is many, and little in batches, equipment is uneven in addition, and technology is unprofessional, causes cost of production quite high.
Summary of the invention
The purpose of this utility model provides a kind of reliable in quality, cheap, the concrete embedded antiseep specialized barrel that is used for piping erection.
The technical scheme that its technical problem that solves the utility model adopts is: hollow sleeve pipe 1 outer wall is installed with the sealing Ji ring that protrudes tube wall, and the internal diameter of sleeve pipe 1 is greater than the external diameter of the pipeline 8 of the suit that matches with it.
The utility model also can be filled the elastic water-proof encapsulant in the space between sleeve pipe 1 and the suit pipeline 8.The outer wall of sleeve pipe 1 can be installed with the above sealing Ji ring in 1 road or 1 road.Also can establish the tongue and groove 2 of internal diameter greater than the bottom on sleeve pipe 1 top, the length adjustment pipe 9 of tongue and groove 2 stretches out in the engage sleeves portion of loading onto in tongue and groove 2, and the internal diameter of length adjustment pipe 9 is greater than the external diameter of the pipeline 8 of the suit that matches with it.And the elastic water-proof encapsulant is filled in the space between length adjustment pipe 9 and suit pipeline 8.
The beneficial effects of the utility model are: sleeve pipe can adopt the plastics manufacturing, because the diameter of tongue and groove is greater than casing inner diameter and can match with the supplying drainage caliber of national standard, the length adjustment pipe that inserts certain-length in tongue and groove just can make sleeve pipe extend arbitrarily as required.Because of sealing wing ring all is arranged on the sleeve pipe circumferential periphery, it can play the effect that prevents seepage effectively.It mainly is the default piping erection through hole that is used for before the concrete slab pipe laying.It has simple in structure, light, corrosion-resistant, anti-aging, antiseep, durable in use, easy to manufacture, lower-price characteristic.
Description of drawings
Fig. 1 is an application structure schematic diagram of the present utility model
Fig. 2 is the vertical view of Fig. 1
Fig. 3 is a structural representation of the present utility model
Fig. 4 is the vertical view of Fig. 3
Among the figure: 1-sleeve pipe, 2-tongue and groove, 3-sealing Ji ring, 4-sealing Ji ring, 5-sealing Ji ring, 6-sealing Ji ring, 7-concrete casting cast layer, 8-pipeline, 9-length adjustment pipe.
The specific embodiment
Embodiment 1, and hollow bushing 1 outer wall of the present utility model is installed with the sealing Ji ring that protrudes tube wall, and the outer wall that described sealing Ji ring both can be located at sleeve pipe 1 sets firmly 1 road or 2 to 6 roads or more than 6 roads, as shown in figures 1 and 3 for 4 roads are set.The internal diameter of sleeve pipe 1 is greater than the external diameter of the pipeline 8 of the suit that matches with it, so that pipe laying 8.For the enhanced leaktightness effect, can fill the elastic water-proof encapsulant in the space between sleeve pipe 1 and the suit pipeline 8.In use according to its design feature, earlier according to the selected suitable sleeve pipe 1 of diameter of designing requirement, then sleeve pipe 1 is installed on the template of assigned address, and fixed sleeving 1, disturbing concrete 7, make sealing wing ring 3,4,5,6 respectively with the tight interlock of concrete seven, because the obstruct of 4 road sealing wing rings, ponding on the flooring can't be oozed out in the concrete of sleeve outer wall, thereby can effectively guarantee no seepage and no leakage, after sleeve pipe 1 was fixed in the concrete, pipeline 8 just can pass from sleeve pipe 1, and the elastic water-proofing material sealing is filled in the space between pipeline 8 and sleeve pipe 1.
Claims (5)
1, a kind of concrete embedded antiseep specialized barrel is characterized in that: hollow sleeve pipe (1) outer wall is installed with the sealing Ji ring that protrudes tube wall, and the internal diameter of sleeve pipe (1) is greater than the external diameter of the pipeline (8) of the suit that matches with it.
2, concrete embedded antiseep specialized barrel according to claim 1 is characterized in that: the elastic water-proof encapsulant is filled in the space between sleeve pipe (1) and the suit pipeline (8).
3, concrete embedded antiseep specialized barrel according to claim 1 is characterized in that: the outer wall of sleeve pipe (1) is installed with the above sealing Ji ring in 1 road or 1 road.
4, according to claim 1,2 or 3 described concrete embedded antiseep specialized barrel, it is characterized in that: establish the tongue and groove (2) of internal diameter on sleeve pipe (1) top greater than the bottom, the length adjustment pipe (9) of tongue and groove (2) stretches out in the engage sleeves portion of loading onto in tongue and groove (2), and the internal diameter of length adjustment pipe (9) is greater than the external diameter of the pipeline (8) of the suit that matches with it.
5, concrete embedded antiseep specialized barrel according to claim 4 is characterized in that: the elastic water-proof encapsulant is filled in the space between length adjustment pipe (9) and the suit pipeline (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520051210 CN2801923Y (en) | 2005-06-27 | 2005-06-27 | Concrete built-in anti-leakage special casing pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520051210 CN2801923Y (en) | 2005-06-27 | 2005-06-27 | Concrete built-in anti-leakage special casing pipe |
Publications (1)
Publication Number | Publication Date |
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CN2801923Y true CN2801923Y (en) | 2006-08-02 |
Family
ID=36846630
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 200520051210 Expired - Fee Related CN2801923Y (en) | 2005-06-27 | 2005-06-27 | Concrete built-in anti-leakage special casing pipe |
Country Status (1)
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CN (1) | CN2801923Y (en) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102322141A (en) * | 2011-06-30 | 2012-01-18 | 黄先锋 | Concrete embedded die for water supply and drainage pipe riser and mounting position forming and mounting method |
CN102444111A (en) * | 2011-10-19 | 2012-05-09 | 邓业灿 | Underground cave radiography detecting method |
CN102486033A (en) * | 2010-12-01 | 2012-06-06 | 沈阳铝镁设计研究院有限公司 | Trench and sewage tank anticorrosion connecting structure |
CN103850404A (en) * | 2014-03-06 | 2014-06-11 | 安徽博瑞特热能设备股份有限公司 | Waterproof energy-dissipation roof penetrating device |
CN104074357A (en) * | 2014-06-11 | 2014-10-01 | 展望园林建设有限公司 | One-step forming construction method for penetrating water discharge pipe through slab |
CN104963506A (en) * | 2015-06-05 | 2015-10-07 | 中国十七冶集团有限公司 | Prefabricated composite floor slab pre-buried pipeline water sealing device and manufacturing method of same |
CN107905527A (en) * | 2017-11-30 | 2018-04-13 | 上海宝冶集团有限公司 | Assemble box floor slab preformed hole mouth and hang molding blocking method |
CN108644482A (en) * | 2018-07-27 | 2018-10-12 | 永高股份有限公司 | A kind of sealing structure of same layer swirling flow pipe fitting and pre-buried leakproof casing |
CN109681703A (en) * | 2018-12-28 | 2019-04-26 | 湖南大禹止水建筑材料有限公司 | Drainpipe pre-buried device and drainpipe mounting process |
CN110306642A (en) * | 2019-07-26 | 2019-10-08 | 中城科泽工程设计有限责任公司 | A kind of high-efficiency cleaning drainage pipeline |
CN111550054A (en) * | 2020-04-03 | 2020-08-18 | 中交二航局市政建设有限公司 | Construction method for ensuring quality of concrete around embedded large-diameter steel sleeve |
CN112695843A (en) * | 2020-12-27 | 2021-04-23 | 枣庄学院 | Seepage-proofing device and method for water supply and drainage pipe for building engineering |
-
2005
- 2005-06-27 CN CN 200520051210 patent/CN2801923Y/en not_active Expired - Fee Related
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102486033A (en) * | 2010-12-01 | 2012-06-06 | 沈阳铝镁设计研究院有限公司 | Trench and sewage tank anticorrosion connecting structure |
CN102486033B (en) * | 2010-12-01 | 2014-07-30 | 沈阳铝镁设计研究院有限公司 | Trench and sewage tank anticorrosion connecting structure |
CN102322141A (en) * | 2011-06-30 | 2012-01-18 | 黄先锋 | Concrete embedded die for water supply and drainage pipe riser and mounting position forming and mounting method |
CN102444111A (en) * | 2011-10-19 | 2012-05-09 | 邓业灿 | Underground cave radiography detecting method |
CN102444111B (en) * | 2011-10-19 | 2015-01-07 | 邓业灿 | Underground cave radiography detecting method |
CN103850404A (en) * | 2014-03-06 | 2014-06-11 | 安徽博瑞特热能设备股份有限公司 | Waterproof energy-dissipation roof penetrating device |
CN104074357A (en) * | 2014-06-11 | 2014-10-01 | 展望园林建设有限公司 | One-step forming construction method for penetrating water discharge pipe through slab |
CN104963506A (en) * | 2015-06-05 | 2015-10-07 | 中国十七冶集团有限公司 | Prefabricated composite floor slab pre-buried pipeline water sealing device and manufacturing method of same |
CN107905527A (en) * | 2017-11-30 | 2018-04-13 | 上海宝冶集团有限公司 | Assemble box floor slab preformed hole mouth and hang molding blocking method |
CN108644482A (en) * | 2018-07-27 | 2018-10-12 | 永高股份有限公司 | A kind of sealing structure of same layer swirling flow pipe fitting and pre-buried leakproof casing |
CN108644482B (en) * | 2018-07-27 | 2024-04-16 | 公元股份有限公司 | Sealing structure of same-layer swirling flow pipe fitting and embedded leakage-proof sleeve |
CN109681703A (en) * | 2018-12-28 | 2019-04-26 | 湖南大禹止水建筑材料有限公司 | Drainpipe pre-buried device and drainpipe mounting process |
CN110306642A (en) * | 2019-07-26 | 2019-10-08 | 中城科泽工程设计有限责任公司 | A kind of high-efficiency cleaning drainage pipeline |
CN111550054A (en) * | 2020-04-03 | 2020-08-18 | 中交二航局市政建设有限公司 | Construction method for ensuring quality of concrete around embedded large-diameter steel sleeve |
CN111550054B (en) * | 2020-04-03 | 2021-10-29 | 中交二航局市政建设有限公司 | Construction method for ensuring quality of concrete around embedded large-diameter steel sleeve |
CN112695843A (en) * | 2020-12-27 | 2021-04-23 | 枣庄学院 | Seepage-proofing device and method for water supply and drainage pipe for building engineering |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20060802 Termination date: 20140627 |
|
EXPY | Termination of patent right or utility model |