CN104452949A - Embedded leak-proof joint - Google Patents
Embedded leak-proof joint Download PDFInfo
- Publication number
- CN104452949A CN104452949A CN201410598707.7A CN201410598707A CN104452949A CN 104452949 A CN104452949 A CN 104452949A CN 201410598707 A CN201410598707 A CN 201410598707A CN 104452949 A CN104452949 A CN 104452949A
- Authority
- CN
- China
- Prior art keywords
- matheson
- joint body
- leak
- dresser joint
- proof joint
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
- E03C1/122—Pipe-line systems for waste water in building
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Branch Pipes, Bends, And The Like (AREA)
Abstract
The invention discloses an embedded leak-proof joint used for the connecting position of pipelines for building decoration. The embedded leak-proof joint comprises a leak-proof joint body and a reducing connecting piece. A water guide groove is formed in the upper end of the leak-proof joint body, water drain holes are formed in the leak-proof joint body, a fixing ring is arranged at the lower end of the leak-proof joint body, the fixing ring is provided with fixing pins and fixing holes, the reducing connecting piece is connected with the leak-proof joint body, the eccentricity of the reducing connecting piece is -10 mm to +10 mm, anti-skid convex edges are arranged on the outer side of the reducing connecting piece, a plurality of lead angle type round edges are arranged on the periphery of the fixing ring, the lead angle type round edges and the fixing pins are spaced, the middle end of the leak-proof joint body is provided with a concave water drain ring and inward convex edges, the inward convex edges are connected with a pipeline, the horizontal distance between the outer side of each fixing hole and the outer side of a water guide groove is 2 mm to 5 mm, and the fixing holes are lengthened fixing holes. The embedded leak-proof joint has the advantages that embedded construction can be completed at a time, construction time is shortened, labor cost is reduced, installation is convenient, and installation efficiency is high.
Description
Technical field
The present invention relates to a kind of architectural decoration conduit coupling, particularly relate to a kind of pre-buried Matheson and Dresser joint.
Background technology
Co-layer draining is applied more and more extensive in modern architecture, becomes the trend of future architecture draining.Fall board-like co-layer draining at present and after being first reserving hole, carry out secondary construction and installation pipe part at civil engineering, equipment installation, decoration construction etc. construction link again, belong to secondary installing, joint does not have water seal, there is no secondary drainage function, to to punch on tubing products in work progress installation, employing be that concrete operational method is filled with in secondary construction backfill, operate comparatively loaded down with trivial details, compare during installation and waste time and energy, reduce installation effectiveness; Because year is of a specified duration, people is for trampling, the reasons such as waterproofing materials is aging, by the outer packing course infiltration such as floor tile junction, floor tile vertical tube surrounding, general employing water seal Matheson and Dresser joint processes infiltration, deal with improperly to form cesspool because ponding is saturated or leak into lower one deck or return and overflow to other indoor of this layer, also having and adopt non-water sealed Matheson and Dresser joint, there is the not smooth problem of circulation in current; Because tube hub bias causes, inconvenience is installed between adjacent two layers.
Summary of the invention
The object of the present invention is to provide that a kind of installation effectiveness is high, waterproof effect good, time saving and energy saving pre-buried Matheson and Dresser joint.
For achieving the above object, technical scheme provided by the invention is: a kind of pre-buried Matheson and Dresser joint, comprise Matheson and Dresser joint body, Matheson and Dresser joint body upper end is provided with water guide groove, is provided with drainage hole in Matheson and Dresser joint body, Matheson and Dresser joint body lower end is provided with retainer ring, retainer ring is provided with fixing feet and fixing hole, also comprises reducing connector, and reducing connector is connected with Matheson and Dresser joint body, reducing connector eccentricity is-10mm-+10mm, and described reducing connector arranged outside has anti-skidding chimb.
Preferably, described retainer ring periphery is provided with multiple lead angle formula round edge, alternate with described fixing feet.
Preferably, described Matheson and Dresser joint body middle-end is provided with lower water scrobicular ring and chimb inwards, and chimb plays spacing effect to pipeline inwards, and lower water scrobicular ring is wide at the top and narrow at the bottom, and form a Xia Shui slope, current are unobstructed.
Preferably, described fixing feet is provided with four, and the inner side of fixing hole and the outside of water guide groove in the horizontal plane distance differ 2mm-5mm.
Preferably, described fixing hole is for lengthening fixing hole, and length is 8mm-12mm, and width is 2mm-5mm;
A technical scheme tool in technique scheme has the following advantages or beneficial effect: adopt secondary to construct in prior art backfilling filling concrete operational method is because if an Embedment Construction, can cause because of upper and lower pipeline reducing cannot with Matheson and Dresser joint to connecting, this pre-buried Matheson and Dresser joint is designed to eccentric structure, the eccentricity of reducing connector is maximum reaches positive and negative 10mm, the maximum eccentric positive and negative 10mm of tubing itself, can realize overall maximum eccentricity is positive and negative 20mm, eliminate in construction and because tube hub bias causes, inconvenient problem is installed between adjacent two layers, can an Embedment Construction, reduce the engineering time, cost of labor, erection & lift efficiency, reducing connector is provided with anti-skidding chimb in addition, in installation process, facilitate pipe fitting to rotate to align, Matheson and Dresser joint is provided with drainage hole, realizes secondary drainage function, in work progress, the ponding flowed down from water guide groove, through drainage hole, along lower water scrobicular ring, flows in supervisor, lower water scrobicular ring is wide at the top and narrow at the bottom, and form a Xia Shui slope, current are unobstructed, waterproof effect good, fixed hole position lengthens fixing hole, length is 8mm-12mm, width is 2mm-5mm, elongated hole is made by concentric circular fashion in permanent position, be convenient to nail fixing, the inner side of fixing hole and the outside horizontal plane of water guide groove have the distance of nearly 2mm-5mm, when iron nail is fixed, water guide groove above can not be encountered, easy for installation.Retainer ring periphery is provided with multiple lead angle formula round edge, and alternate with fixing feet, stiffening effect is good.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, simple introduction is done below by the accompanying drawing used required in embodiment or description of the prior art, apparently, accompanying drawing in the following describes is some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Accompanying drawing 1 is structural representation Fig. 1 of the embodiment of the present invention;
Accompanying drawing 2 is structural representation Fig. 2 of the embodiment of the present invention;
Accompanying drawing 3 is the perspective view of the embodiment of the present invention;
Accompanying drawing 4 is the part-structure partial enlarged drawing of the embodiment of the present invention;
Accompanying drawing 5 is the upward view of the embodiment of the present invention;
Accompanying drawing 6 is the reducing connector perspective view of the embodiment of the present invention;
In figure 1, Matheson and Dresser joint body; 2, water guide groove; 3, fixing hole; 4, fixing feet; 5, drainage hole; 6, reducing connector; 7, retainer ring lead angle formula round edge; 8, lower water scrobicular ring; 9, pipeline; 10, anti-skidding chimb.
Detailed description of the invention
Below by specific embodiment, the present invention is further illustrated.
As accompanying drawing 1, shown in accompanying drawing 2, the pre-buried Matheson and Dresser joint of embodiment, comprise Matheson and Dresser joint body 1, Matheson and Dresser joint body 1 upper end is provided with water guide groove 2, drainage hole 5 is provided with in Matheson and Dresser joint body, realize secondary drainage function, Matheson and Dresser joint body 1 lower end is provided with retainer ring, as Fig. 3, shown in Fig. 5, retainer ring periphery is provided with multiple lead angle formula round edge 7 and fixing feet 4, lead angle formula round edge 7 is alternate with fixing feet 4, fixing feet 4 is provided with fixing hole 3, fixing hole 3 is for lengthening fixing hole, length is 8mm-12mm, width is 2mm-5mm, elongated hole is made by concentric circular fashion in permanent position, be convenient to nail fixing.Fixing feet 4 is provided with four, and the inner side of fixing hole 3 and the outside of water guide groove 2 in the horizontal plane distance differ 2mm-5mm, when iron nail is fixed, can not encounter water guide groove 2 above.As shown in Figure 3 with shown in Fig. 1, Fig. 2, Matheson and Dresser joint body 1 middle-end is provided with lower water scrobicular ring 8 and chimb inwards, and chimb plays spacing effect to pipeline 9 inwards, and lower water scrobicular ring 8 is wide at the top and narrow at the bottom, and form a Xia Shui slope, current are unobstructed.As shown in Figure 4, the Xia Shui slope gradient B that lower water scrobicular ring 8 is formed is 133 degree, and in work progress, the ponding flowed down from water guide groove 2 is through drainage hole 5, along lower water scrobicular ring 8, flow in supervisor, as shown in Figure 4, C is the direction of current, and flow width A is 3mm, and waterproof effect is good.
The pre-buried Matheson and Dresser joint of the present embodiment also comprises reducing connector 6, reducing connector 6 is connected with Matheson and Dresser joint body 1, reducing connector 6 eccentricity is-10mm-+10mm, the maximum eccentric positive and negative 10mm of tubing itself, can realize overall maximum eccentricity is positive and negative 20mm, eliminates in construction and installs inconvenient problem because tube hub bias causes between adjacent two layers, as shown in Figure 6, reducing connector 6 arranged outside has anti-skidding chimb 10, in installation process, facilitates pipe fitting to rotate and aligns.
Adopt secondary to construct in prior art backfilling filling concrete operational method is because if an Embedment Construction, can cause because of upper and lower pipeline reducing cannot with Matheson and Dresser joint to connecting, the pre-buried Matheson and Dresser joint of the present embodiment is in work progress, concrete operational method is filled with in secondary construction backfill and changes an Embedment Construction into, reduce the engineering time, cost of labor, erection & lift efficiency, pre-buried Matheson and Dresser joint is of a size of: lower end D230mm*H120mm, with iron nail, four pin positions are fixed in template, secondary drainage position, middle part height is 80mm, namely water guide groove is to Matheson and Dresser joint end, width is 180mm, the i.e. external diameter 180mm of water guide groove, be of a size of D180mm*H80mm, in construction, product is installed by wall displacement, meet relative dimensions requirement.
Apply specific embodiment herein to set forth principle of the present invention and embodiment, the explanation of above embodiment just understands method of the present invention and core concept thereof for helping.The above is only the preferred embodiment of the present invention, should be understood that, due to the finiteness of literal expression, and objectively there is unlimited concrete structure, for those skilled in the art, under the premise without departing from the principles of the invention, some improvement, retouching or change can also be made, also above-mentioned technical characteristic can be combined by rights; These improve retouching, change or combination, or the design of invention and technical scheme are directly applied to other occasion without improving, and all should be considered as protection scope of the present invention.
Claims (5)
1. a Matheson and Dresser joint, comprise Matheson and Dresser joint body, Matheson and Dresser joint body upper end is provided with water guide groove, be provided with drainage hole in Matheson and Dresser joint body, Matheson and Dresser joint body lower end is provided with retainer ring, and retainer ring is provided with fixing feet and fixing hole, it is characterized in that: also comprise reducing connector, reducing connector is connected with Matheson and Dresser joint body, and reducing connector eccentricity is-10mm-+10mm, and described reducing connector arranged outside has anti-skidding chimb.
2. Matheson and Dresser joint according to claim 1, is characterized in that: described retainer ring periphery is provided with multiple lead angle formula round edge, alternate with described fixing feet.
3. Matheson and Dresser joint according to claim 1, is characterized in that: described Matheson and Dresser joint body stage casing is provided with lower water scrobicular ring and chimb inwards, and lower water scrobicular ring is wide at the top and narrow at the bottom, forms a Xia Shui slope.
4. Matheson and Dresser joint according to claim 1, is characterized in that: described fixing feet is provided with four, and the inner side of fixing hole and the outside of water guide groove in the horizontal plane distance differ 2mm-5mm.
5. Matheson and Dresser joint according to claim 1, is characterized in that: described fixing hole is for lengthening fixing hole, and length is 8mm-12mm, and width is 2mm-5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410598707.7A CN104452949A (en) | 2014-10-31 | 2014-10-31 | Embedded leak-proof joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410598707.7A CN104452949A (en) | 2014-10-31 | 2014-10-31 | Embedded leak-proof joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104452949A true CN104452949A (en) | 2015-03-25 |
Family
ID=52899642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410598707.7A Pending CN104452949A (en) | 2014-10-31 | 2014-10-31 | Embedded leak-proof joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104452949A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988980A (en) * | 2015-07-15 | 2015-10-21 | 高占文 | Embedded part device for vertical pipe and system comprising same |
| CN105650357A (en) * | 2016-03-25 | 2016-06-08 | 陆荣臻 | Disposable embedded water stop joint for constructional engineering drainage and construction method thereof |
| CN106049646A (en) * | 2015-12-18 | 2016-10-26 | 上海上塑控股（集团）有限公司 | Pre-embedded floor drain |
| CN106151714A (en) * | 2016-08-12 | 2016-11-23 | 河南省瑞腾塑胶制品有限公司 | A kind of pipe connecting device |
| CN107938770A (en) * | 2017-12-28 | 2018-04-20 | 庄庆国 | A kind of subsided rest room co-layer draining device |
| CN109356828A (en) * | 2018-12-20 | 2019-02-19 | 江苏道明化学有限公司 | A kind of MVR vapour compression machine entrance removal condensed water mechanism and minimizing technology |
| CN110906101A (en) * | 2019-05-17 | 2020-03-24 | 唐山市达泰科技有限公司 | Small-diameter non-concentric pipeline leaking stoppage fixture |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200438176Y1 (en) * | 2007-02-22 | 2008-01-24 | 김봉순 | A drain trap |
| JP2009002476A (en) * | 2007-06-25 | 2009-01-08 | Aron Kasei Co Ltd | Expansion joint |
| CN201284502Y (en) * | 2008-09-11 | 2009-08-05 | 郭卸军 | Drainpipe built-in base |
| CN202969473U (en) * | 2012-12-29 | 2013-06-05 | 重庆顾地塑胶电器有限公司 | Deflectable eccentric rotating adjustable embedded part |
| CN203307887U (en) * | 2013-06-06 | 2013-11-27 | 钟志文 | Variable and adjustable waterproof pre-embedded base |
| CN203334401U (en) * | 2013-06-24 | 2013-12-11 | 福建融音塑业科技有限公司 | Sewer seal disk eccentric connecting structure |
-
2014
- 2014-10-31 CN CN201410598707.7A patent/CN104452949A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200438176Y1 (en) * | 2007-02-22 | 2008-01-24 | 김봉순 | A drain trap |
| JP2009002476A (en) * | 2007-06-25 | 2009-01-08 | Aron Kasei Co Ltd | Expansion joint |
| CN201284502Y (en) * | 2008-09-11 | 2009-08-05 | 郭卸军 | Drainpipe built-in base |
| CN202969473U (en) * | 2012-12-29 | 2013-06-05 | 重庆顾地塑胶电器有限公司 | Deflectable eccentric rotating adjustable embedded part |
| CN203307887U (en) * | 2013-06-06 | 2013-11-27 | 钟志文 | Variable and adjustable waterproof pre-embedded base |
| CN203334401U (en) * | 2013-06-24 | 2013-12-11 | 福建融音塑业科技有限公司 | Sewer seal disk eccentric connecting structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988980A (en) * | 2015-07-15 | 2015-10-21 | 高占文 | Embedded part device for vertical pipe and system comprising same |
| CN106049646A (en) * | 2015-12-18 | 2016-10-26 | 上海上塑控股（集团）有限公司 | Pre-embedded floor drain |
| CN105650357A (en) * | 2016-03-25 | 2016-06-08 | 陆荣臻 | Disposable embedded water stop joint for constructional engineering drainage and construction method thereof |
| CN105650357B (en) * | 2016-03-25 | 2017-12-08 | 陆荣臻 | One-time embedded water stop joint for drainage of constructional engineering and construction method thereof |
| CN106151714A (en) * | 2016-08-12 | 2016-11-23 | 河南省瑞腾塑胶制品有限公司 | A kind of pipe connecting device |
| CN107938770A (en) * | 2017-12-28 | 2018-04-20 | 庄庆国 | A kind of subsided rest room co-layer draining device |
| CN107938770B (en) * | 2017-12-28 | 2024-01-09 | 庄庆国 | Sink type toilet same-layer drainer |
| CN109356828A (en) * | 2018-12-20 | 2019-02-19 | 江苏道明化学有限公司 | A kind of MVR vapour compression machine entrance removal condensed water mechanism and minimizing technology |
| CN110906101A (en) * | 2019-05-17 | 2020-03-24 | 唐山市达泰科技有限公司 | Small-diameter non-concentric pipeline leaking stoppage fixture |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104452949A (en) | Embedded leak-proof joint | |
| CN110878700B (en) | Tunnel waterproof structure and construction method thereof | |
| CN203947484U (en) | A kind of drainage of foundation pit and circulating water utilization system | |
| CN107859064B (en) | Waterproof structure for connection of prefabricated pipe gallery and cast-in-situ pipe gallery and construction method | |
| CN206144184U (en) | Construction joint built -in slip casting pipe | |
| CN105780808A (en) | Assembly type precast comprehensive pipe gallery | |
| CN106013471A (en) | Anti-seepage construction method for expansion joint | |
| CN109025899B (en) | Well sealing device | |
| CN202227694U (en) | Embedded sleeve for concrete pouring construction of bathroom floor | |
| CN110552378A (en) | Underground space roof subsides post-cast strip and seals structure in advance | |
| CN104613238A (en) | Method for preventing water leakage after hole is formed in basement exterior wall process pipe | |
| CN207620126U (en) | Beam slab leaks drainage device | |
| CN103205986A (en) | Concrete raft foundation construction-joint grouting device and construction method | |
| CN204164532U (en) | Pre-buried Matheson and Dresser joint system | |
| CN202125056U (en) | Internal-sleeved connecting device of exhaust pipeline | |
| CN104295096B (en) | Cast-in-place concrete floor reserved holes of pipes anti-leakage structure and hole reservation mould | |
| CN110748708A (en) | Wear floor with pre-buried pipe fitting and positioner | |
| CN104358948B (en) | Pre-buried Matheson and Dresser joint system | |
| CN204060731U (en) | Buried steel limit waterstop fixture during tunnel is longitudinal | |
| CN202530518U (en) | Embedded device at sewer line in toilet | |
| CN205779013U (en) | The transverse drainage of tunnel crag | |
| CN107419780A (en) | Attachment structure and method above and below module between floor no pressure pipe | |
| JP2011089347A (en) | Drainage container, construction method of drainage container, and floor drainage structure using drainage container | |
| CN206036410U (en) | Pre -buried leak protection water is direct | |
| CN211621686U (en) | Inspection well capable of being stably installed |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150325 |
|
| RJ01 | Rejection of invention patent application after publication |