CN102979306B - Allow the watertight filleting apparatus in toilet blowdown standpipe limit and using method - Google Patents
Allow the watertight filleting apparatus in toilet blowdown standpipe limit and using method Download PDFInfo
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- CN102979306B CN102979306B CN201210438922.1A CN201210438922A CN102979306B CN 102979306 B CN102979306 B CN 102979306B CN 201210438922 A CN201210438922 A CN 201210438922A CN 102979306 B CN102979306 B CN 102979306B
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- 238000000034 method Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 57
- 239000010959 steel Substances 0.000 claims abstract description 55
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- 238000011065 in-situ storage Methods 0.000 claims description 33
- 238000010276 construction Methods 0.000 description 15
- 239000000463 material Substances 0.000 description 14
- 239000011148 porous material Substances 0.000 description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
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- 238000012423 maintenance Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 6
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- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 4
- 235000011613 Pinus brutia Nutrition 0.000 description 4
- 241000018646 Pinus brutia Species 0.000 description 4
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- 238000004078 waterproofing Methods 0.000 description 1
Abstract
A kind of watertight filleting apparatus in toilet blowdown standpipe limit and using method of allowing, belong to building apparatus, including a upright shape steel bracket with ribbing, its underpart is welded on semi-circular shape band rib steel center position, top is welded with a steel bushing straight tube outer lower portion optional position for inserting fixing portable vibrating head, and steel bushing straight tube is provided with 2 holding screws.It coordinates the blowdown standpipe floor drain limit narrow slit concrete that vibrates with portable vibrating head, and compared with artificial caulking, machinery filleting can remove the sealing coat that reserved hole wall adheres to, and allows embedded new concrete form integral seamless with hole wall, makes blowdown standpipe floor drain limit watertight.
Description
Technical field
The present invention relates to a kind of building apparatus and using method, particularly relate to a kind of install after blowdown standpipe, floor drain in the rigid layer cast-in-situ floor preformed hole of toilet, adopt machine power conduction can be disposed by sealing coat sticky on reserved hole wall to filleting apparatus, the concrete allowing the reserved hole wall of rigid layer cast-in-situ floor and blowdown standpipe, floor drain limit institute filleting again connects into seamless entirety, allows concrete embedded by the blowdown standpipe limit of toilet, floor drain limit stitch watertight filleting apparatus and using method.
Background technology
Original technology is artificial caulking, manually adopt rigid layer cast-in-situ floor preformed hole limit and the blowdown standpipe of the tight toilet of reinforcing bar stamp pestle at twice, concrete between floor drain limit, because the sealing coat of reserved hole wall manually cannot be removed, and stamp pestle reinforcing bar end face is long-pending little with concrete surface, unbalance stress is caused to be directed in the concrete of institute's filleting trickle pore many, its compaction rate and intensity do not reach relevant design or job specfication requirement, blowdown standpipe occurs, concrete between the circular ring-shaped narrow slit of floor drain limit is after filleting, or the phenomenon producing trickle pore place leachate from the sealing coat gap of the reserved hole wall of rigid layer cast-in-situ floor and artificial caulking is very general.
Concrete between blowdown pipe box, floor drain limit circular ring-shaped narrow slit also can only be adopted machine power vibrate filleting by original patented technology, the concrete between the circular ring-shaped narrow slit of blowdown standpipe limit but cannot carry out machine power and vibrate filleting.
Blowdown standpipe, floor drain external diameter are as 110mm, preformed hole just need to stay big one-level caliber and 160mm.Such preformed hole limit is total 50mm width with the narrow slit both sides of blow-off pipe, floor drain limit, every limit only has 25mm width to stitch, and the minimum portable miniature concrete vibration bar diameter generally sold on the market at present is all 35mm, it is impossible to insert vibrated concrete in circular ring-shaped narrow slit, artificial caulking can only be adopted.Treat that the concrete setting in circular ring-shaped narrow slit is dried, by pasting one layer of flexible waterproof material after construction drawing requirement filleting again on the rigid layer cast-in-situ floor face of toilet.
Construction team is owing to remove sealing coat sticky on the reserved hole wall of rigid layer cast-in-situ floor, take a lot of work and consuming time highly difficult, so having to overturn primary and secondary, the rigid layer cast-in-situ floor face of toilet is generally based on sticking flexible waterproof material waterproof, with blowdown standpipe limit rigid layer filleting waterproof for auxiliary, just causes the phenomenon of current toilet blowdown standpipe limit, artificial caulking place, floor drain limit leachate repeatedly.
Due to slightly not careful when flexible waterproof material is pasted it would appear that empty viscous pore, as long as and the flexible waterproof material pasted on a toilet cast in place concrete plate face have the viscous pore of the big void of pinprick will leachate.When toilet being carried out water filling test before architectural engineering final acceptance of construction, water just penetrates in the concrete of blowdown standpipe limit or floor drain limit institute filleting from the viscous pore of the void of flexible waterproof material, resident family downstairs is leaked into again indoor from the sealing coat gap that concrete trickle pore and reserved hole wall are not removed, and mending-leakage maintenance at this moment just can only be carried out by doing over again, again by flexible waterproof material waterproof more once.
The ubiquitous present situation of current building trade is；Adopt the method construction of artificial caulking, do not have to remove the sealing coat that reserved hole wall is sticky, when toilet water filling test half-hearted and leave hidden leakage defect, after causing that architectural engineering completion is come into operation, the cast in place concrete plate preformed hole limit of toilet and blowdown standpipe, floor drain limit circular ring-shaped narrow slit concrete the trickle pore leachate in many places often occurs, cause for a long time its downstairs resident family suffer untold misery.This is also that building industry installs one of concrete construction quality common fault not yet thoroughly solving leachate so far embedded by blowdown standpipe, floor drain limit at present in the rigid layer cast-in-situ floor preformed hole of toilet.
Summary of the invention
It is an object of the invention to provide a kind of filleting apparatus making toilet blowdown standpipe limit watertight and using method, when the blowdown standpipe in the rigid layer cast-in-situ floor preformed hole of toilet or floor drain install when needing filleting, workmen utilizes portable micro-vibration rod to insert in the steel bushing straight tube of filleting apparatus, relies on machine power that the concrete in blowdown standpipe, floor drain limit circular ring-shaped narrow slit is moved up and down and left rotation and right rotation is vibrated filleting.Vibrate new method filleting by this machine power, the sealing coat of the reserved hole wall of rigid layer cast-in-situ floor can be removed, strengthen embedded concrete compaction rate and intensity, prevention produces the trickle pore of leachate, allows the reserved hole wall of rigid layer cast-in-situ floor connect into seamless entirety with embedded concrete.It is only auxiliary based on rigid layer waterproof, flexible waterproof material waterproof, just can ensure that blowdown standpipe limit, floor drain limit filleting concrete no longer seep water.Before rigid layer cast-in-situ floor is not shattered by earthquake, toilet will be forever watertight.Can effectively prevent after installation blowdown standpipe, floor drain, artificial caulking concrete the construction quality common fault of leachate to occur in the rigid layer cast-in-situ floor preformed hole of toilet.
A kind of filleting apparatus making toilet blowdown standpipe limit watertight that this purpose is realized in and using method, filleting implement body includes a upright shape steel bracket with ribbing, support lower weld is at semi-circular shape band rib steel center position, and support and perpendicular 90 degree of semi-circular shape band rib steel plane, frame upper and one is for inserting any position, the steel bushing straight tube lateral surface bottom welding of fixing portable micro-vibration rod, two height and positions of steel bushing straight tube are each provided with a set screw hole, and on the position in each hole, weld a nut, these nuts will be used for coordinating fixing vibrating head with holding screw, steel bushing straight tube bottom arranges its two ends of anti-skidding band steel and is welded on the tube wall place of steel bushing straight tube lower nozzle semicircle position.
From above-mentioned design, using method of the present invention is: when needing embedding blowdown standpipe, floor drain limit circular ring-shaped narrow slit inner concrete in the rigid layer cast-in-situ floor preformed hole of toilet, first used for construction team portable micro-vibration rod is inserted in the steel bushing straight tube of filleting apparatus and uniformly tightens holding screw again, and utilize tube wall place, steel bushing straight tube lower nozzle semicircle position to be welded anti-skidding band steel to stop vibrating head to glide out steel bushing straight tube.The machine power of portable micro-vibration rod is used during filleting, by steel bushing straight tube, machine power is conducted to the semicircle work surface of vibrator, the reserved circular ring-shaped narrow slit inner concrete between hole wall and blowdown standpipe, floor drain limit of the rigid layer cast-in-situ floor of toilet is carried out machinery and vibrates filleting.During constructing operation, move up and down 8 centimetres and left-right rotary turnback by portable micro-vibration rod, the semi-circular shape allowing filleting apparatus is close to reserved hole wall with rib steel and is disposed the sealing coat of adhesion, cause the circular ring-shaped narrow slit concrete in reserved hole wall to obtain effective machine power to vibrate and closely knit, finally allow the rigid layer cast-in-situ floor preformed hole inwall of toilet connect into seamless entirety with the concrete of blowdown standpipe, floor drain limit institute filleting.Not during filleting, then holding screw is unscrewed, just filleting apparatus can be taken off from portable micro-vibration rod.
The present invention is that the machine power designed for construction is vibrated toilet blowdown standpipe, the concrete special filleting apparatus of floor drain limit circular ring-shaped narrow slit, when the flexible waterproof material pasted on the rigid layer cast-in-situ floor face of toilet occurs that void glues pore, the sewage of this place's seepage is allowed to leak into resident family downstairs from filleting never indoor.Improve work efficiency 9 times, institute's filleting can be allowed to water the circular ring-shaped narrow slit inner concrete quality smash reach the countries concerned's standard and specify (in Standard for quality inspection and assessment of buiding construction GBJ301-88: the concrete of component connector or seam must accurate measurement, pour dense, conscientious maintenance, its intensity must reach the regulation of designing requirement or job specfication).
nullThe present invention allows the watertight filleting apparatus in toilet blowdown standpipe limit and using method，Because adopting semicircle work surface to carry out machine power to vibrate filleting，So when the rigid layer cast-in-situ floor that can easily get rid of former toilet reserves hole wall solidification forming，The multiple sealing coat that the concrete film sealing coat of Nature creating and reserved hole wall molding later stage adhere to，Concrete compaction rate and intensity in circular ring-shaped narrow slit can be strengthened，The reserved former concrete of hole wall of rigid layer cast-in-situ floor allowing toilet connects into seamless entirety with embedded novel concrete，Again because have employed the concrete compaction that machine power is vibrated，Can banding blowdown standpipe and floor drain，Embedded concrete can be prevented to produce the trickle pore of leachate，Can eliminate and blowdown standpipe is installed in the rigid layer cast-in-situ floor preformed hole of toilet、Be there is the hidden danger of leachate by artificial caulking concrete after floor drain，So after architectural engineering completion can be allowed to come into operation，Will not because of toilet blowdown standpipe、Circular ring-shaped narrow slit Concrete Leakage sewage embedded by floor drain limit and do over again again and keep in repair，It is entirely capable of reaching effectively strick precaution blowdown standpipe、The purpose of the construction quality common fault of floor drain limit leachate.
With the present invention compare with former patent circular ring-shaped narrow slit vibrator of drain pipe sleeve floor drain concrete, with the present invention and original technology to a diameter 110mm (girth 345mm), deep 100mm a blowdown standpipe limit concrete filleting work efficiency of circular ring-shaped narrow slit, percolating water reprocesses and social benefit is made comparisons, the present invention has significantly progressive effect；
Former patent (be called for short: circular ring-shaped narrow slit vibrator) can not normal operation be that the pine that often shaken by holding screw due to vibration force exits the steel bushing straight tube of circular ring-shaped narrow slit vibrator for a long time；Blowdown standpipe limit concrete can not adopt machine power vibrate filleting and cannot remove the sealing coat that its reserved hole wall adheres to, reprocess cause waste so blowdown standpipe limit concrete often leaks sewage, cause that developer and the long-term contradiction of owner are continuous.
1, former circular ring-shaped narrow slit vibrator work surface is circular, only need to be overlapped from top to bottom by circular ring-shaped narrow slit vibrator work surface in the circular ring-shaped narrow slit concrete of intake-discharge pipe set, outer ring, floor drain limit and vibrate just during construction filleting.But, because blowdown standpipe is from overall through to downstairs upstairs, former vibrator annular work surface cover does not enter blowdown standpipe outer ring, so also just machine power cannot be adopted to vibrate filleting the concrete in the circular ring-shaped narrow slit of blowdown standpipe limit, it is only applicable to draining pipe box, floor drain construction machine power vibrates filleting.
2, for the flexible operation that vibrates in circular ring-shaped narrow slit concrete, the annular working surface diameter of former circular ring-shaped narrow slit vibrator is necessary for less than concrete cast-in-place slab preformed hole diameter, and this annular work surface resulting in former circular ring-shaped narrow slit vibrator can not remove, against reserved hole wall, the sealing coat adhered to.
3, due on two height and positions of former circular ring-shaped narrow slit vibrator steel bushing straight tube, what adopt is that set screw hole tapping substitutes nut and coordinates with holding screw and fix vibrating head, but ignore steel bushing straight pipe wall to only have 4mm thickness and too thin cause that silk mouth is few, so causing former circular ring-shaped narrow slit vibrator operationally, the pine that often shaken by holding screw exits and suspends and vibrate vibration force, need to again tighten screw and delay again construction speed.
4, original technology is manually with reinforcing bar stamp pestle tight toilet Bars In Poured Concrete Slab preformed hole limit and blowdown standpipe limit circular ring-shaped narrow slit concrete, diameter is 110mm girth is 345mm, reinforcing bar stamp pestle effect level contact concrete surface meter 20mm, every contact surface stamp pestle 5 times each 1 second (345 ÷ 20 × 5 × 1=86) often stitches and needs 86 times/86 seconds altogether.
5, original technology manually is very difficult to remove the multiple sealing coat that the reserved hole wall of rigid layer cast-in-situ floor of toilet adheres to reinforcing bar stamp pestle filleting, its rigid layer cast-in-situ floor preformed hole limit is uniform with blowdown standpipe limit circular ring-shaped narrow slit inner concrete leakiness, the reserved hole wall old concrete of rigid layer cast-in-situ floor that cannot allow toilet connects into entirety with embedded novel concrete, it is easy to produce the trickle pore of leachate.
6, the toilet annular concrete curing of the original technology artificial caulking 50mm that pours water after 72 hours is deep, part rigid layer cast-in-situ floor preformed hole limit and floor drain limit circular ring-shaped narrow slit inner concrete slowly have local and ooze sewage phenomenon, again can only carry out remediation by sticking flexible material waterproofing layer, during such as toilet water filling test slightly half-hearted, stay hidden leakage defect to cause after architectural engineering is completed and comes into operation, the rigid layer cast-in-situ floor preformed hole limit of toilet and blowdown standpipe, floor drain limit circular ring-shaped narrow slit concrete the trickle pore leachate in many places occurs.So causing its phenomenon that resident family suffers untold misery downstairs very general, solution only has each household to spend the money of more than 1500 yuan to do over again maintenance again；Pick toilet floor tile, then re-posted floor tile after new sticking flexible waterproof layer, but sewage still very easily seepage from the sealing coat gap of rigid layer cast-in-situ floor reserved hole wall, after the many annual agings of flexible waterproof material, still want leachate.
null7、The ground of reprocessing of the seepage in toilet sewage of each household house is only taken as follows by 10 square metres of minimum artificial materials that will take for of calculating: pick floor tile wage 100 yuan、Pick flexible waterproof material layer wage 80 yuan、Carry 600 kilograms to reject things outward transport of going downstairs and topple over 80 yuan，New sticking flexible waterproof layer wage and fee of material 280 yuan、New stickup medium floor tile wage 160 yuan、Every square metre of 25 × 10 square metres=250 × every fee of material of 200mm × 200mm floor tile 3 yuan=750 yuan、Cement 160 yuan、40 yuan of sand，120 yuan should be added as damaged squatting pan when picking floor tile，Not only need to pay rework cost and add up to 1770 yuan，As house belongs to the percolating water occurred outside the guarantee period，Rework cost will be undertaken by resident family，Very likely cause resident family animosity developer and keep disputing with it，As house belongs to percolating water in the guarantee period，Real estate developer not only to pay the maintenance cost of doing over again of each household more than 1500 yuan，Also prestige will sweep the floor and stand bad name for a long time.
8, original technology is adopted to carry out manually with reinforcing bar stamp pestle filleting to the reserved concrete between hole wall and blowdown standpipe, floor drain limit circular ring-shaped narrow slit of rigid layer cast-in-situ floor of toilet, in circular ring-shaped narrow slit concrete easily produce trickle pore cause part the long-term leachate of circular ring-shaped narrow slit concrete and maintenance mending-leakage of need to often doing over again, not being merely resident family and real estate developer downstairs impaired, maintenance of substantially doing over again causes final or to country the resource of resource long-term waste to cause loss.
The present invention allows the watertight filleting apparatus in toilet blowdown standpipe limit and using method, can long-term normal operation be after adopting nut to substitute tapping, the vibration force pine that or else can be shaken by holding screw exits the steel bushing straight tube of filleting apparatus, machine power filleting fast 9 times than artificial caulking work efficiency, concrete in the circular ring-shaped narrow slit of blowdown standpipe limit can carry out machine power vibrate filleting, the rigid layer cast-in-situ floor that can dispose toilet reserves the concrete film sealing coat of Nature creating during hole wall solidification, make the concrete of blowdown standpipe limit narrow slit watertight, can stop to reprocess waste, toilet blowdown standpipe limit no longer leachate gets along with for a long time owing to will allow developer and owner alleviate the problems.
1, the filleting apparatus work surface of the present invention is to adopt semicircle, floor drain circular ring-shaped narrow slit not only can carry out machine power vibrate filleting, and easily the semicircle work surface of filleting apparatus can be stretched into circular ring-shaped narrow slit from blowdown standpipe side, the concrete in the circular ring-shaped narrow slit of blowdown standpipe limit is carried out machine power and vibrates filleting.
2, only the semicircle work surface of filleting apparatus need to be stretched into circular ring-shaped narrow slit from blowdown standpipe side during constructing operation of the present invention, portable micro-vibration rod up and down motion simultaneously 8 centimetres also left-right rotary turnbacks.Can against reserved hole wall because the semicircle work surface of filleting apparatus is band rib steel, so when it can easily dispose the rigid layer cast-in-situ floor of toilet reserved hole wall coagulation forming, the multiple sealing coat that the concrete film sealing coat of Nature creating and reserved hole wall molding later stage adhere to.This just can allow the reserved hole wall old concrete of rigid layer cast-in-situ floor of toilet be connected to become entirety with embedded novel concrete, and can stop to produce the trickle pore of leachate, solve at present because of in the circular ring-shaped narrow slit of blowdown standpipe limit concrete machine power cannot be adopted to vibrate filleting and by a difficult problem for the easy leachate of artificial caulking, community resident family downstairs can be stopped and often strive, because upstairs leachate is reprocessed, the phenomenon disputed over trifles of making a noise with real estate developer.
3, the filleting apparatus of the present invention is on two height and positions of steel bushing straight tube, has hole 2, hole 3, and welds a nut on the position in above-mentioned each hole, and these nuts will be used for coordinating with holding screw fixing vibrating head.Because nut has 8mm thick and silk mouth is many, so during filleting devices work, the pine that will not be shaken by holding screw exits vibration force, it can be ensured that the normal construction progress of filleting apparatus filleting.
4, the present invention inserts with portable micro-vibration rod in the steel bushing straight tube of filleting apparatus, adopts machine power filleting to vibrate the concrete between rigid layer cast-in-situ floor preformed hole limit and blowdown standpipe limit.It is 173mm that the semicircle work surface of filleting apparatus effectively contacts concrete water plane girth, artificial often embedding 1 seam that portable micro-vibration rod up and down motion 8 centimetres left-right rotary turnback vibrated needs 8 seconds, only need to use the 10% of the 86 seconds artificial caulking time, work efficiency 9 times can be improved.
5, the watertight filleting apparatus in toilet blowdown standpipe limit and using method is allowed by the present invention, about 20 degree maintenances of temperature 48 hours are only needed after filleting, the 60mm that just can be poured water in the ground of toilet tries water deeply, in 120 hours, blowdown standpipe limit narrow slit concrete can be watertight for water filling test, after just allowing architectural engineering completion come into operation, will not do over again again because of leachate because of circular ring-shaped narrow slit concrete embedded by toilet blowdown standpipe, floor drain limit again and keep in repair, not only reach the purpose of guard engineering common quality defect but also stopped to reprocess to cause waste.
According to the above-mentioned present invention and original Technical comparing, the present invention has significant progressive effect
Accompanying drawing explanation
Fig. 1 is the sectional view of one embodiment of the invention；
Fig. 2 is the axonometric chart of Fig. 1；
Fig. 3 is the present invention profile when work surface construction usage.
Detailed description of the invention
Fig. 1 Fig. 2 Fig. 3 and description above-mentioned shown in, the present invention is that one steel bushing straight tube, band rib steel, band steel, screw material are made through boring, molding, welding processing, is remove to reserve hole wall sealing coat by the watertight filleting apparatus in toilet blowdown standpipe limit and floor drain limit and using method；The using method of constructing operation is, filleting apparatus is assemblied on portable micro-vibration rod, machinery is allowed to vibrate power conduction to filleting apparatus, first to the reserved hole wall of the rigid layer cast-in-situ floor of toilet generating and sticky sealing coat rubs removing up and down, after to the circular ring-shaped narrow slit concrete vibrating filleting between reserved hole wall and blowdown standpipe limit, floor drain limit.
A kind of watertight filleting apparatus in toilet blowdown standpipe limit and using method of allowing, filleting implement body includes a upright shape steel bracket 5 with ribbing；Support lower weld is at semi-circular shape band rib steel 6 center position, and support and perpendicular 90 degree of semi-circular shape band rib steel plane, frame upper and one is for inserting any position, the steel bushing straight tube 1 lateral surface bottom welding of fixing portable micro-vibration rod, steel bushing straight tube lower nozzle arranges anti-skidding its two ends of band steel 4 and is welded on the tube wall place of steel bushing straight tube lower nozzle semicircle position, and steel bushing straight tube upper and lower part is each provided with a holding screw.Specifically, can having hole 2, hole 3, and be respectively welded nut 7, nut 8 on the position in above-mentioned each hole on the two of steel bushing straight tube 1 height and position, these nuts will be used for coordinating (not shown) with holding screw.
Specific embodiment is: above-mentioned upright shape steel bracket diameter with ribbing is 12mm；Semi-circular shape band rib steel diameter is 9mm；Steel bushing straight tube overall diameter is 48mm, and interior diameter is 40mm；Anti-skidding band steel width is 10mm thickness is 3mm；Set screw hole 2, hole 3 diameter are 14mm；Nut 7,8 bore dias of nut are 12mm.
Claims (3)
1. one kind allows the watertight filleting apparatus in toilet blowdown standpipe limit, it is characterised in that including filleting implement body, filleting implement body includes upright shape steel bracket with ribbing (5)；Described upright shape steel bracket with ribbing (5) lower weld is at semi-circular shape band rib steel (6) center position, and described upright shape steel bracket with ribbing (5) is perpendicular with the semi-circular shape plane with rib steel (6), described upright shape steel bracket with ribbing (5) top is welded with an any position, steel bushing straight tube (1) lateral surface bottom for inserting fixing portable micro-vibration rod, steel bushing straight tube (1) lower nozzle arranges an anti-skidding band steel (4), its two ends are welded on the tube wall place of steel bushing straight tube (1) lower nozzle semicircle position, on steel bushing straight tube (1), bottom is each provided with a holding screw and allows the holding screw can the hole of without hindrance traverse.
2. the filleting apparatus making toilet blowdown standpipe limit watertight according to claim 1, it is characterised in that above-mentioned upright shape steel bracket with ribbing (5) diameter is 12mm；Semi-circular shape band rib steel (6) diameter is 9mm；Steel bushing straight tube (1) overall diameter is 48mm, and interior diameter is 40mm；Anti-skidding band steel (4) width is 10mm, thick in 3mm；Allowing holding screw can the bore dia of without hindrance traverse be 14mm；The nut silk bore dia coordinated with holding screw is 12mm.
3. the using method allowing the watertight filleting apparatus in toilet blowdown standpipe limit according to claim 1 and 2, it is characterized in that, filleting apparatus is assemblied on portable micro-vibration rod, machinery is allowed to vibrate power conduction to filleting apparatus, first rub up and down removing to the sealing coat generating on the reserved hole wall of the rigid layer cast-in-situ floor of toilet and adhering to, after to the circular ring-shaped narrow slit concrete vibrating filleting between reserved hole wall and blowdown standpipe limit, floor drain limit.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210438922.1A CN102979306B (en) | 2012-11-07 | 2012-11-07 | Allow the watertight filleting apparatus in toilet blowdown standpipe limit and using method |
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| CN201210438922.1A CN102979306B (en) | 2012-11-07 | 2012-11-07 | Allow the watertight filleting apparatus in toilet blowdown standpipe limit and using method |
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| CN102979306A CN102979306A (en) | 2013-03-20 |
| CN102979306B true CN102979306B (en) | 2016-07-06 |
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| CN106836818A (en) * | 2017-01-19 | 2017-06-13 | 李芳群 | Building hypergraph is allowed to show the series of antidetonation easily shatter-proof construction apparatus and usage |
| CN106677535A (en) * | 2017-01-20 | 2017-05-17 | 李芳群 | Construction machine and method used for removing hole wall insulating courses to achieve permanent watertightness of building |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2086183U (en) * | 1991-03-05 | 1991-10-09 | 王宏 | Multi-purpose file grinding machine |
| EP0532793A1 (en) * | 1990-09-19 | 1993-03-24 | Fred Oswald | Vibrator and related method |
| CN2608613Y (en) * | 2003-05-13 | 2004-03-31 | 李芳群 | Concrete board slit vibrovastor |
| CN201221203Y (en) * | 2008-07-02 | 2009-04-15 | 易朝全 | Circular ring-shaped narrow slit vibrator of drain pipe sleeve floor drain concrete |
| JP2009285614A (en) * | 2008-05-30 | 2009-12-10 | Ohbayashi Corp | Concrete vibrator |
-
2012
- 2012-11-07 CN CN201210438922.1A patent/CN102979306B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0532793A1 (en) * | 1990-09-19 | 1993-03-24 | Fred Oswald | Vibrator and related method |
| CN2086183U (en) * | 1991-03-05 | 1991-10-09 | 王宏 | Multi-purpose file grinding machine |
| CN2608613Y (en) * | 2003-05-13 | 2004-03-31 | 李芳群 | Concrete board slit vibrovastor |
| JP2009285614A (en) * | 2008-05-30 | 2009-12-10 | Ohbayashi Corp | Concrete vibrator |
| CN201221203Y (en) * | 2008-07-02 | 2009-04-15 | 易朝全 | Circular ring-shaped narrow slit vibrator of drain pipe sleeve floor drain concrete |
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