CN103062511A - Processing method for preventing water leakage at contact position of polyvinyl chloride (PVC) tube and concrete floor slab - Google Patents
Processing method for preventing water leakage at contact position of polyvinyl chloride (PVC) tube and concrete floor slab Download PDFInfo
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- CN103062511A CN103062511A CN2012105840641A CN201210584064A CN103062511A CN 103062511 A CN103062511 A CN 103062511A CN 2012105840641 A CN2012105840641 A CN 2012105840641A CN 201210584064 A CN201210584064 A CN 201210584064A CN 103062511 A CN103062511 A CN 103062511A
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- China
- Prior art keywords
- concrete floor
- floor slab
- pvc pipe
- pipe material
- pea gravel
- 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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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 10
- 238000003672 processing method Methods 0.000 title claims abstract description 8
- 239000004800 polyvinyl chloride Substances 0.000 title abstract 4
- 239000000463 material Substances 0.000 claims description 36
- 238000005498 polishing Methods 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 6
- 244000137852 Petrea volubilis Species 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 210000003141 lower extremity Anatomy 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 10
- 238000005336 cracking Methods 0.000 abstract description 5
- 229920000915 polyvinyl chloride Polymers 0.000 abstract 2
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 238000004078 waterproofing Methods 0.000 description 3
- 241001661355 Synapsis Species 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
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Abstract
The invention discloses a processing method for preventing water leakage at contact position of a polyvinyl chloride (PVC) tube and a concrete floor slab. An outer wall of the PVC tube is grinded coarsely so as to facilitate bonding of the PVC tube and concrete, microdilatancy fine aggregate concrete and a secondary pouring process are adopted, a cracking phenomenon is decreased, and water leakage is effectively prevented.
Description
Technical field
The present invention relates to the construction and installation field, in particular to the preventing water leakage processing method of a kind of pvc pipe material and concrete floor slab contacting point.
Background technique
In building engineering, general elder generation goes out agent structure by concreting, and then lays various upper and lower conduits road is installed, and will be the pipeline preformed hole hole at floor during concreting, and pipeline carries out the shutoff slit with concrete after passing preformed hole again.The present multiselect pvc pipe of pipeline material, but pvc pipe material outer wall is smooth, and outer wall contacts easily cracking with concrete, cause leaking, and therefore to the occasion of waterproof requirement is arranged, does not also have now a kind of good method for waterproofing to solve above-mentioned seepy question.
Summary of the invention
The preventing water leakage processing method that the purpose of this invention is to provide a kind of pvc pipe material and concrete floor slab contacting point, the method can effectively reduce the cracking of pvc pipe material outer wall and concrete joint synapsis, thereby effectively prevents from leaking.
For achieving the above object, the present invention takes following technological scheme:
The preventing water leakage processing method of a kind of pvc pipe material and concrete floor slab contacting point comprises the steps:
(a) the pvc pipe material is installed, is made the pvc pipe material pass the concrete floor slab preformed hole;
(b) with 100 purpose sand paper the outer wall of pvc pipe material is polished to coarse in the position of passing preformed hole, the roughness coefficient is 3.2, the position range that the outer wall of pvc pipe material is polished is from the concrete floor slab bottom surface to the concrete floor slab upper surface, and upwards prolongs 1/2nd of pvc pipe material radius again;
(c) lower limb in described polishing position contacts around the pvc pipe material sealing annular template of installation and with the sealing of concrete floor slab bottom surface, then pour into the microdilatancy pea gravel concreten to the slit between pvc pipe material and the concrete floor slab, and the height that makes the microdilatancy pea gravel concreten is 2/3rds of thickness of concrete floor, then left standstill 24 hours, and removed annular template;
(d) on above-mentioned microdilatancy pea gravel concreten, continue to add the microdilatancy pea gravel concreten to the top edge of described polishing position, and make microdilatancy pea gravel concreten upper surface be the upper surface that the gradient drops to concrete floor slab, then left standstill 24 hours.
The technical program is coarse with pvc pipe material outer wall polishing, being conducive to adopting simultaneously the microdilatancy pea gravel concreten with concrete bonding, and the technique that adopts secondary to build, reduced the generation of cracking phenomena, effectively prevent from leaking.
Description of drawings
Fig. 1 is the structural representation after the conventional method water-proofing treating;
Structural representation after Fig. 2 the inventive method water-proofing treating.
Embodiment
Below in conjunction with accompanying drawing, the present invention will be further described:
Structure after the tradition preventing water leakage disposal methods as shown in Figure 1, the method is that annular template is sealed on the bottom surface of pvc pipe material 2 and concrete floor slab 1, then directly pour into pea gravel concreten 3 and equal with the upper surface of concrete floor slab 1, this kind processing method makes between pea gravel concreten 3 and the pvc pipe material 2 and very easily ftractures, and leaks thereby cause.
Operating procedure of the present invention is as follows:
As shown in Figure 2, pvc pipe material 2 is installed, is made pvc pipe material 2 pass the preformed hole of concrete floor slab 1; Then with 100 purpose sand paper the outer wall of pvc pipe material 2 is polished, until coarse, the roughness coefficient of degree of roughness is 3.2, the concrete position range that the outer wall of pvc pipe material is polished is the upper surface 6 from the bottom surface 7 of concrete floor slab 1 to concrete floor slab 1, and then upwards prolonging 1/2nd of pvc pipe material radius, this position range is the pvc pipe material 2 outer walls height 4 of being polished namely; Lower limb in the polishing position is installed annular template and is contacted (not drawing annular template among Fig. 2) with bottom surface 7 sealings of concrete floor slab 1 around 2 sealings of pvc pipe material, then pour into microdilatancy pea gravel concreten 3 to the slit between pvc pipe material 2 and the concrete floor slab 1, and the height that makes microdilatancy pea gravel concreten 3 be concrete floor slab 1 thickness 2/3rds, then left standstill 24 hours, and removed afterwards annular template; On above-mentioned microdilatancy pea gravel concreten 3, continue to add microdilatancy pea gravel concreten 5 top edges to described polishing position, and the upper surface that makes microdilatancy pea gravel concreten 5 is the upper surface 6 that the gradient drops to concrete floor slab, then leaves standstill and namely finishes processing procedure in 24 hours.
After said method is processed, pvc pipe material 2 and microdilatancy pea gravel concreten 3, microdilatancy pea gravel concreten 5 are not easy to crack, even pvc pipe material 2 and microdilatancy pea gravel concreten 3 crackings, also have being connected between pvc pipe material 2 and the microdilatancy pea gravel concreten 5 that the secondary guarantee is provided, so effectively realized the preventing water leakage requirement.
Claims (1)
1. the preventing water leakage processing method of a pvc pipe material and concrete floor slab contacting point is characterized in that comprising the steps:
(a) the pvc pipe material is installed, is made the pvc pipe material pass the concrete floor slab preformed hole;
(b) with 100 purpose sand paper the outer wall of pvc pipe material is polished to coarse in the position of passing preformed hole, the roughness coefficient is 3.2, the position range that the outer wall of pvc pipe material is polished is from the concrete floor slab bottom surface to the concrete floor slab upper surface, and upwards prolongs 1/2nd of pvc pipe material radius again;
(c) lower limb in described polishing position contacts around the pvc pipe material sealing annular template of installation and with the sealing of concrete floor slab bottom surface, then pour into the microdilatancy pea gravel concreten to the slit between pvc pipe material and the concrete floor slab, and the height that makes the microdilatancy pea gravel concreten is 2/3rds of thickness of concrete floor, then left standstill 24 hours, and removed annular template;
(d) on above-mentioned microdilatancy pea gravel concreten, continue to add the microdilatancy pea gravel concreten to the top edge of described polishing position, and make microdilatancy pea gravel concreten upper surface be the upper surface that the gradient drops to concrete floor slab, then left standstill 24 hours.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012105840641A CN103062511A (en) | 2012-12-30 | 2012-12-30 | Processing method for preventing water leakage at contact position of polyvinyl chloride (PVC) tube and concrete floor slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012105840641A CN103062511A (en) | 2012-12-30 | 2012-12-30 | Processing method for preventing water leakage at contact position of polyvinyl chloride (PVC) tube and concrete floor slab |
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CN103062511A true CN103062511A (en) | 2013-04-24 |
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CN2012105840641A Pending CN103062511A (en) | 2012-12-30 | 2012-12-30 | Processing method for preventing water leakage at contact position of polyvinyl chloride (PVC) tube and concrete floor slab |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104500851A (en) * | 2014-09-29 | 2015-04-08 | 史春丰 | Waterproof and leaking-stoppage device and waterproof and leaking-stoppage method employing same |
CN105442861A (en) * | 2015-11-19 | 2016-03-30 | 江苏鼎达建筑新技术有限公司 | Method for restoring water leakage air face of toilet drainage pipeline |
CN107060115A (en) * | 2017-04-24 | 2017-08-18 | 中建二局第二建筑工程有限公司华东分公司 | A kind of combustion gas hole plugging system and its plugging construction method |
Citations (5)
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CN1340557A (en) * | 2000-08-30 | 2002-03-20 | 希尔蒂股份有限公司 | Elastic fire-prevention board and its use for fire prevention at openings in wall, floor or top slab |
CN101781935A (en) * | 2009-12-30 | 2010-07-21 | 中国瑞林工程技术有限公司 | Method for substituting pre-embedded waterproof casing pipe in concrete structure |
CN102095033A (en) * | 2010-12-15 | 2011-06-15 | 成都市第四建筑工程公司 | One-time embedded water-stop section for construction engineering drainage and construction method thereof |
CN102127968A (en) * | 2011-01-17 | 2011-07-20 | 湖南省第五工程有限公司 | Method for grouting floor slab bushing hole reservation preembedding die and grouting die |
CN202532026U (en) * | 2012-04-22 | 2012-11-14 | 项谱成 | Floor board pipeline waterproof structure |
-
2012
- 2012-12-30 CN CN2012105840641A patent/CN103062511A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1340557A (en) * | 2000-08-30 | 2002-03-20 | 希尔蒂股份有限公司 | Elastic fire-prevention board and its use for fire prevention at openings in wall, floor or top slab |
CN101781935A (en) * | 2009-12-30 | 2010-07-21 | 中国瑞林工程技术有限公司 | Method for substituting pre-embedded waterproof casing pipe in concrete structure |
CN102095033A (en) * | 2010-12-15 | 2011-06-15 | 成都市第四建筑工程公司 | One-time embedded water-stop section for construction engineering drainage and construction method thereof |
CN102127968A (en) * | 2011-01-17 | 2011-07-20 | 湖南省第五工程有限公司 | Method for grouting floor slab bushing hole reservation preembedding die and grouting die |
CN202532026U (en) * | 2012-04-22 | 2012-11-14 | 项谱成 | Floor board pipeline waterproof structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104500851A (en) * | 2014-09-29 | 2015-04-08 | 史春丰 | Waterproof and leaking-stoppage device and waterproof and leaking-stoppage method employing same |
CN105442861A (en) * | 2015-11-19 | 2016-03-30 | 江苏鼎达建筑新技术有限公司 | Method for restoring water leakage air face of toilet drainage pipeline |
CN105442861B (en) * | 2015-11-19 | 2018-02-23 | 江苏鼎达建筑新技术有限公司 | Drainage conduit of toilet percolating water backwater surface repair method |
CN107060115A (en) * | 2017-04-24 | 2017-08-18 | 中建二局第二建筑工程有限公司华东分公司 | A kind of combustion gas hole plugging system and its plugging construction method |
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Application publication date: 20130424 |