CN104846983B - Siphon type water closet dredger - Google Patents
Siphon type water closet dredger Download PDFInfo
- Publication number
- CN104846983B CN104846983B CN201510249281.9A CN201510249281A CN104846983B CN 104846983 B CN104846983 B CN 104846983B CN 201510249281 A CN201510249281 A CN 201510249281A CN 104846983 B CN104846983 B CN 104846983B
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- CN
- China
- Prior art keywords
- organizine
- dredger
- tram
- slide rail
- dredging pipe
- 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.)
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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
- E03C1/30—Devices to facilitate removing of obstructions in waste-pipes or sinks
- E03C1/302—Devices to facilitate removing of obstructions in waste-pipes or sinks using devices moved through the pipes
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- Engineering & Computer Science (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)
- Sanitary Device For Flush Toilet (AREA)
Abstract
The present invention relates to a kind of pipe dredging device.It is difficult to the technical problem dredged when there is blocking for current siphon type water closet, the present invention provides a kind of siphon type water closet dredger, including a dredging pipe, described dredging pipe is a flexible hollow body, it is characterized in that: be provided with steel wire floor in the tube wall of described body, described steel wire floor includes the organizine along body trend and the tram around body;Described organizine is extended to end by body front end, and described tram is started setting up and extend to body end by body 1/4 1/3 position, and organizine and tram are woven into netted.This siphon type water closet dredger is rational in infrastructure, easy and simple to handle, has relative to existing toilet dredger and preferably dredges effect.
Description
Technical field
The present invention relates to a kind of pipe dredging device, specifically refer to a kind of siphon type water closet dredger.
Background technology
The bath principle of toilet currently on the market is substantially Washdown type and two kinds of big classes of hydrocone type.Siphon type water closet
Structure as shown in Figure 1, toilet excretion mouth 1 be connected with the shape blow-off line 2 in the shape of falling S, when not working, blow-off pipe
Being blocked by water between high point and the excretion mouth 1 in road 2, when rinsing, toilet intracavity is intake, when the intracavity water surface exceeds
Producing siphonage during the high point of blow-off line 2, dirt and water in toilet are entered in blow-off line 2 by excretion mouth 1
Draining, drain complete, residual water is deposited between the high point of blow-off line 2 and excretion mouth 1.Toilet is in the process of use
Bothersome problem is to block, and when occurring slightly to block, utilizes the toilet swab that negative pressure ventilation device is the most usually said
Can solve, but when there is the most serious blocking, especially bulk fixture is jammed in the high point position of blow-off line 2, this
The method of Shi Caiyong negative pressure-pumping is difficult to pipe-dredging, and owing to blow-off line is in the type of falling S, when using instrument dredging, instrument is very
The difficult high point arriving blow-off line forms thrust to tamper.Find during actually used, when toilet occurs the most serious
Blocking time, tamper is positioned near the high point of blow-off line more, this situation can account for the 90% of toilet Severe blockage situation with
On, when there is this situation, generally requiring in the case of dredging, toilet entirety to be pulled down, instrument is by blow-off line base opening
Entrance is dredged, and thereby results in troublesome poeration, bothersome laborious technical problem.
Summary of the invention
Be difficult to the technical problem dredged when there is blocking for current siphon type water closet, the present invention provides a kind of structure
The dredger being simple and convenient to operate.
For realizing above-mentioned technical purpose, the technical solution used in the present invention is: siphon type water closet dredger, including one
Dredging pipe, described dredging pipe is a flexible hollow body, it is characterised in that: it is provided with steel wire floor, institute in the tube wall of described body
The steel wire floor stated includes the organizine along body trend and the tram around body;Described organizine is extended to end by body front end
End, described tram is started setting up and extends to body end by body 1/4-1/3 position, and organizine and tram are woven into net
Shape.
Further, described body front end is provided with annular blade, and the diameter of annular blade is slightly larger than internal diameter of tube body, ring knife
In sheet is embedded in the tube wall of body front end and it is welded as a whole with organizine front end.
Further, described body is cut into ramped shaped, body front end by the body between front end to tram starting position
Port is angle.
Further, according to using needs, tube length is 50-60cm, and body overall diameter is 15-25mm.
Further, described body pipe thickness is 1-2mm, organizine and a diameter of 0.1-of tram in described steel wire floor
0.5mm, it is 1*1-2*2mm that described organizine and tram are woven webbed mesh size.
Further, this dredger also includes that propeller, described propeller include a bracing frame, the top of bracing frame
Being provided with threaded screw rod, threaded screw rod is provided with nut, is provided with slide rail in the lower section of threaded screw rod, and slide rail includes straight portion and slope portion,
Straight portion is positioned at bottom, slope portion, and slide rail slope portion is fixed the high-end side with bracing frame;Air spring, gas it is provided with between slide rail and nut
The piston rod top of spring is fixed with nut, and the sleeve of air spring through slide rail and is provided with clamping block, on sleeve at sleeve bottom
It is provided with the sliding shoe coordinated with slide rail;Described dredging pipe is clamped by clamping block, when positive and negative rotation threaded screw rod, clamps block
Can do according to the track of slide rail and move forward and backward up and down.
This dredger, for the feature appropriate design body of siphon type water closet, makes the existing certain hardness of dredging pipe same
Time have again certain pliability, in the tube wall of special dredging pipe front end, the setting of steel wire can ensure that dredging pipe enters after blow-off line
Can bend according to the type of falling S route, enable dredging pipe front end to arrive at the high point of blow-off line and tamper formation thrust is reached
Purpose to dredging.This siphon type water closet dredger is rational in infrastructure, easy and simple to handle, relative to existing toilet dredging dress
Put to have and preferably dredge effect.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of siphon type water closet.
Accompanying drawing 2 is the structural representation of dredging pipe in first embodiment.
Accompanying drawing 3 is enlarged diagram at I in accompanying drawing 2.
Accompanying drawing 4 is enlarged diagram at II in accompanying drawing 2.
Accompanying drawing 5 is the structural representation of dredging pipe in the second embodiment.
Accompanying drawing 6 is the enlarged diagram in accompanying drawing 5 at A.
Accompanying drawing 7 is angle of rake structural front view.
Accompanying drawing 8 is angle of rake structure top view.
Accompanying drawing 9 is the structural representation that in propeller, air spring is combined with slide rail.
Accompanying drawing 10 is the structural representation of dredging pipe action step 1 in toilet.
Accompanying drawing 11 is the structural representation of dredging pipe action step 2 in toilet.
Accompanying drawing 12 is the structural representation of dredging pipe action step 3 in toilet.
Accompanying drawing 13 is the structural representation of dredging pipe action step 4 in toilet.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment the present invention will be further described.
Embodiment 1
As shown in Figure 2, siphon type water closet dredger, including a dredging pipe 3, this dredging pipe 3 is a flexible hollow
Body, material selects to use silica gel to make, and the feature of silica gel tube is that flexibility is good, easily bends.
As shown in Figure 3, being provided with steel wire floor in the tube wall of body, this steel wire floor includes the organizine 31 along body trend and ring
Tram 32 around body.As shown in Figure 2, organizine 31 is extended to end by body front end, and tram 32 is by body 1/4-1/3 position
Place starts setting up and extends to body end, i.e. body front end and leaves one end body, is not provided with inside the tube wall of this section of body
Tram, so that this end body is easier to bending.As shown in accompanying drawing 2 and accompanying drawing 3, organizine 32 is woven into netted with tram 31.
After above-mentioned setting, dredging pipe 3 is equivalent to use silica gel material that steel wire floor is carried out cladding process, dredging of making
The body of siphunculus organizine tram weaving section has enough hardness, its can produce flexural deformation but can not free folding, and dredge
Siphunculus leading portion has enough pliabilities without the body that tram is arranged, and it not only simultaneously but also can keep body to have with free folding
Enough elasticity, when the body after this section of bending can Quick-return original state after eliminating external force.
Through repetition test, dredging pipe arranges the above-mentioned performance that can ensure dredging pipe when making with reference to following parameters.Will
Between body pipe thickness controls as 1-2mm, in steel wire floor, organizine 31 and tram 32 diameter control are between 0.1-0.5mm, warp
It is between 1*1-2*2mm that silk 31 and tram 32 are woven webbed mesh size.Simultaneously because the effect of dredging pipe is to pass through
It is internal that toilet excretion mouth 1 enters into the type of falling S blow-off line 2, also for ensureing that dredging pipe front end can be with the shape of blow-off line
Bending, therefore the diameter of dredging pipe can not arrange excessive, is typically controlled by the outer dia of dredging pipe 3 as 1-2cm, dredging
Length of tube is set to 50-60cm, and the length that such dredging pipe 3 leading portion is used for bending is typically between 12.5-20cm, and this length is sufficient
Enough ensure that the front end of dredging pipe arrives at the vertex position of blow-off line 2.
Shown in accompanying drawing 10-13, during use, tilt to deliver near sewage draining exit 1 front end of dredging pipe 3 (see accompanying drawing
10), dredging pipe 3 imposing downward pressure makes dredging pipe 3 front end be close to the bottom surface (see accompanying drawing 11) of sewage draining exit 1, simultaneously in dimension
On the premise of holding this pressure, dredging pipe 3 is imposed thrust forward, makes dredging pipe front end enter into sewage draining exit 1 inside and move ahead,
After dredging pipe front end is by the stop of blow-off line 2 ascent stage tube wall, the front end of dredging pipe 3 bends and along blow-off line
2 ascent stages continued up (see accompanying drawing 12), continued to keep power downward to dredging pipe, forward, made dredging pipe front end rise to row
Dirty pipeline 2 high point tube wall, is stopped by blow-off line 2 high point tube wall, and dredging pipe front end is continued bending and pushed away barrier 4 formation
Power, is pushed away by blow-off pipe high point position by barrier 4, reaches to dredge purpose, dredges complete, extracted out by dredging pipe 3, dredging pipe 3
Leading portion automatically restore to the original state under the effect of organizine 32.
Owing to toilet is when occurring blocking, tamper 4 is in addition to feces, paper, it is also possible to have the foreign material such as vegetable, hair
The coagulum being mixed into, is preferably able to form tamper 4 while dredging crush, makes tamper 4 be broken into fritter quick
By under the whereabouts paragraph of blow-off line 2.To this end, as shown in Figure 4, it is provided with annular blade 5, ring knife in the front end of dredging pipe 3
The diameter of sheet 5 is slightly larger than internal diameter of tube body, in annular blade 5 is embedded in the tube wall of body front end and is welded as one with organizine 31 front end
Body.Annular blade 5 and organizine 31 are welded as a whole and can prevent annular blade 5 from falling off the aggravation blocking to toilet, arrange
After annular blade, when tamper is promoted by dredging pipe front end, as the most firm in combined between tamper 4 and blow-off line 2
Time, tamper 4 is cut by annular blade 5, and Partial Blocking thing enters into inside dredging pipe, repeatedly promotes, and reaches broken stifled
The effect of plug thing dredging.
Although use hand operation dredging pipe 3 that toilet can carry out purge operation, but owing to toilet blocks
After, dirt can be full of in toilet, this brings bigger trouble to hand operation, to this end, provide a kind of right in the present embodiment
Dredging pipe carries out the device advanced.
As shown in accompanying drawing 7-9, this propeller includes a bracing frame 6, and the top of bracing frame is provided with threaded screw rod 7, screw thread silk
Thick stick is provided with nut 8, is provided with slide rail 9 in the lower section of threaded screw rod, and slide rail 9 includes that straight portion 91 and slope portion 92, straight portion 91 are positioned at slope
Bottom, portion 92, slide rail slope portion 92 is fixed high-end and bracing frame 6 side.
As shown in accompanying drawing 7-9, between slide rail 9 and nut 8, be provided with air spring 10, piston rod 101 top of air spring with
Nut 8 is fixed, and the sleeve 102 of air spring is provided with clamping block 11 through slide rail 9 and at sleeve bottom.
As shown in Figure 9, slide rail 9 includes two tracks with chute 93, is provided with and coordinates with slide rail on sleeve 102
Sliding shoe 12, the two ends of sliding shoe 12 put in the chute 93 of two siding tracks respectively, the sleeve 102 of air spring by two tracks it
Between space pass, sliding shoe 12 drives air spring 10 can move freely along the setting direction of slide rail 9.
Understand shown in 7-9 with reference to the accompanying drawings, during use, dredging pipe 3 is clamped by clamping block 11, the now shape of dredging pipe 3
The state that state is anticipated as shown in Figure 10 is in heeling condition, when sliding shoe 12 is positioned at the high point position of slide rail 9, at air spring 10
In contraction state, now clamping block 11 is also at high point position, rotates threaded screw rod 7, and nut 8 moves forward drive air spring 10
Synchronization moves ahead, and now piston rod 101 gradually elongates, clamping block 11 gradually fall with the whereabouts of slide rail 9 dredging pipe 3 is formed to
Under power forward, along with the back of clamping block 11 falls to moving ahead, clamping block 11 simulates the shape of hand operation to dredging pipe 3
State, reappears the action step shown in accompanying drawing 10-13 and reaches the purpose of dredging.
Embodiment 2
Owing to before and after the dredging pipe of offer in embodiment 1, caliber is consistent, even if only retaining in dredging pipe fore-end body
Organizine, but it has been found that dredging pipe front end exists certain difficulty when carrying out bending deformation with blow-off line in practical operation,
Bigger power is needed to carry out.For this problem, in the present embodiment dredging pipe is done transformation further.Such as accompanying drawing 5, accompanying drawing
Shown in 6, the body of dredging pipe 3 is cut into ramped shaped by the body between front end to tram starting position, and body front-end port is
Angle 33.Dredging pipe 3 is after improving, and the tube wall of its front end body is easier to bending in the case of keeping original intensity and becomes
Shape, it is ensured that this part body can carry out bending deformation with the shape of blow-off line, and the tip of dredging pipe front end is easier to simultaneously
Pierce through tamper, tamper is formed broken, thus reach the purpose easily dredged.
In the present embodiment, angle of rake structure is consistent with embodiment 1, will be arranged on propeller in embodiment 1
Dredging pipe alternative cost embodiment in provide dredging pipe can realize identical operation.
Claims (4)
1. siphon type water closet dredger, including a dredging pipe, described dredging pipe is a flexible hollow body, and its feature exists
In: being provided with steel wire floor in the tube wall of described body, described steel wire floor includes the organizine along body trend and the latitude around body
Silk;Described organizine is extended to end by body front end, and described tram is started setting up by body 1/4-1/3 position and extended
To body end, organizine and tram are woven into netted;Described tube length is 50-60cm, and body overall diameter is 15-25mm;Institute
Stating body pipe thickness is 1-2mm, organizine and a diameter of 0.1-0.5mm of tram, described organizine and tram institute in described steel wire floor
Weaving webbed mesh size is 1*1-2*2mm.
Siphon type water closet dredger the most according to claim 1, it is characterised in that: described body front end is provided with ring-type
Blade, the diameter of annular blade is slightly larger than internal diameter of tube body, in annular blade is embedded in the tube wall of body front end and with organizine front end
It is welded as a whole.
Siphon type water closet dredger the most according to claim 1, it is characterised in that: described body by front end to tram
Body between starting position cuts into ramped shaped, and body front-end port is angle.
Siphon type water closet dredger the most according to claim 1, it is characterised in that: this dredger also includes advancing
Device, described propeller includes a bracing frame, and the top of bracing frame is provided with threaded screw rod, and threaded screw rod is provided with nut, at spiral shell
The lower section of stricture of vagina leading screw is provided with slide rail, and slide rail includes straight portion and slope portion, and straight portion is positioned at bottom, slope portion, and slide rail slope portion is high-end and bracing frame
Side fix;Being provided with air spring between slide rail and nut, the piston rod top of air spring is fixed with nut, the set of air spring
Cylinder through slide rail and is provided with clamping block at sleeve bottom, and sleeve is provided with the sliding shoe coordinated with slide rail;Described dredging pipe leads to
Crossing the clamping of clamping block, when positive and negative rotation threaded screw rod, clamping block can do according to the track of slide rail and move forward and backward up and down.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510249281.9A CN104846983B (en) | 2015-05-18 | 2015-05-18 | Siphon type water closet dredger |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510249281.9A CN104846983B (en) | 2015-05-18 | 2015-05-18 | Siphon type water closet dredger |
Publications (2)
Publication Number | Publication Date |
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CN104846983A CN104846983A (en) | 2015-08-19 |
CN104846983B true CN104846983B (en) | 2016-08-24 |
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CN201510249281.9A Expired - Fee Related CN104846983B (en) | 2015-05-18 | 2015-05-18 | Siphon type water closet dredger |
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Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU4197085A (en) * | 1984-11-15 | 1986-05-22 | Irwin, L.F. | Pipe cleaning machine |
CN2270871Y (en) * | 1996-06-05 | 1997-12-17 | 邓飞 | Steel wire radial rubber pipe |
CN2294365Y (en) * | 1997-08-05 | 1998-10-14 | 谢国光 | Composite pipeline |
JP2004042002A (en) * | 2002-07-08 | 2004-02-12 | Toshio Sugano | In-pipe cleaning appliance for defecation pipe of male urinal, small internal-diameter metallic tube of heat exchanger and the like |
CN2610195Y (en) * | 2003-03-10 | 2004-04-07 | 大庆长垣投资有限公司 | Framework wire special for steel framework plastic composited tube |
CN1648508A (en) * | 2005-02-03 | 2005-08-03 | 甘国工 | Steel-plastic composite pipe |
CN1872538A (en) * | 2006-06-14 | 2006-12-06 | 赵炳泉 | Plastic tubes and pipes enhanced by voluble steel wire, and manufacturing method |
CN1880825A (en) * | 2005-06-13 | 2006-12-20 | 甘国工 | Pipe end flange of steel-frame reinforced composite plastic pipe and method for fabricating same |
CN201152408Y (en) * | 2008-01-30 | 2008-11-19 | 甘国工 | Metal skeleton reinforced composite plastic pipeline |
CN201715117U (en) * | 2010-06-10 | 2011-01-19 | 大庆石油管理局 | High-strength steel wire twisting type steel skeleton plastic composite tube |
-
2015
- 2015-05-18 CN CN201510249281.9A patent/CN104846983B/en not_active Expired - Fee Related
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU4197085A (en) * | 1984-11-15 | 1986-05-22 | Irwin, L.F. | Pipe cleaning machine |
CN2270871Y (en) * | 1996-06-05 | 1997-12-17 | 邓飞 | Steel wire radial rubber pipe |
CN2294365Y (en) * | 1997-08-05 | 1998-10-14 | 谢国光 | Composite pipeline |
JP2004042002A (en) * | 2002-07-08 | 2004-02-12 | Toshio Sugano | In-pipe cleaning appliance for defecation pipe of male urinal, small internal-diameter metallic tube of heat exchanger and the like |
CN2610195Y (en) * | 2003-03-10 | 2004-04-07 | 大庆长垣投资有限公司 | Framework wire special for steel framework plastic composited tube |
CN1648508A (en) * | 2005-02-03 | 2005-08-03 | 甘国工 | Steel-plastic composite pipe |
CN1880825A (en) * | 2005-06-13 | 2006-12-20 | 甘国工 | Pipe end flange of steel-frame reinforced composite plastic pipe and method for fabricating same |
CN1872538A (en) * | 2006-06-14 | 2006-12-06 | 赵炳泉 | Plastic tubes and pipes enhanced by voluble steel wire, and manufacturing method |
CN201152408Y (en) * | 2008-01-30 | 2008-11-19 | 甘国工 | Metal skeleton reinforced composite plastic pipeline |
CN201715117U (en) * | 2010-06-10 | 2011-01-19 | 大庆石油管理局 | High-strength steel wire twisting type steel skeleton plastic composite tube |
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C41 | Transfer of patent application or patent right or utility model | ||
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Inventor after: Jiao Fangye Inventor before: Lian Xuran |
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Effective date of registration: 20160623 Address after: 431900 Zhongxiang No.1 middle school, Hubei, Jingmen Applicant after: Jiao Fangye Address before: 264300 seamount District, Weihai, Shandong, Rongcheng Applicant before: Lian Xuran |
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