CN102936954A - Method and structure for plugging pipeline floor hole - Google Patents
Method and structure for plugging pipeline floor hole Download PDFInfo
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- CN102936954A CN102936954A CN2012104939607A CN201210493960A CN102936954A CN 102936954 A CN102936954 A CN 102936954A CN 2012104939607 A CN2012104939607 A CN 2012104939607A CN 201210493960 A CN201210493960 A CN 201210493960A CN 102936954 A CN102936954 A CN 102936954A
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- floor
- hole
- pipeline
- adhesive waterproof
- floor hole
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Abstract
The invention provides a method and a structure for plugging a pipeline floor hole. Aiming to solve the problems in the prior art that the construction cost is increased due to that a template needs to be manufactured and installed and a mould is removed when a pipeline floor hole is plugged, the method for plugging the pipeline floor hole comprises the following steps of: A, sticking self-sticking waterproof coiled materials on lower surfaces of a water discharging vertical pipe and a floor; B, utilizing a pipe clip to fix the self-sticking waterproof coiled materials on the water discharging vertical pipe; and C, casting concrete into a seam between the floor hole and the water discharging vertical pipe. The invention further provides the structure for plugging the pipeline floor hole, comprising the floor and the water discharging vertical pipe, wherein the floor is provided with the floor hole for the water discharging vertical pipe to penetrate through; the structure further comprises the self-sticking waterproof coiled materials and the pipe clip; the self-sticking waterproof coiled materials are stuck on the lower surfaces of the water discharging vertical pipe and the floor; a closed structure is formed below the floor hole; and the pipe clip is used for fixedly connecting the self-sticking waterproof coiled materials with the water discharging vertical pipe. The method and the structure disclosed by the invention are simple to construct, can carry out secondary waterproof treatment and are applicable to an environment of plugging the pipeline floor hole.
Description
Technical field
The present invention relates to a kind of method and structure of sealing hole, relate in particular to a kind of method and structure of pipeline floor sealing hole.
Background technology
Method for pipeline floor sealing hole in the prior art is, wooden form is fixed on floor hole soffit, slit between sealing floor and the pipeline, then adopt more closely knit than the slightly expanded concrete filling of the high grade of floorslab concrete, stripping after place, slit concrete reaches intensity.Adopt this method to need making, installation form and form removal, increased construction cost.
Summary of the invention
Need making, installation form and form removal when the first purpose of the present invention is to overcome pipeline floor sealing hole of the prior art, increased the shortcoming of construction cost, a kind of method of pipeline floor sealing hole is provided.
Need making, installation form and form removal when the second purpose of the present invention is to overcome pipeline floor sealing hole of the prior art, increased the shortcoming of construction cost, a kind of pipeline floor sealing hole structure is provided.
The present invention realizes that the technical scheme that the first goal of the invention adopts is: a kind of method of pipeline floor sealing hole may further comprise the steps:
A. adhesive waterproof coil is sticked on soil stack and the underfloor surface, seal from the below with the floor hole;
B. with pipe clamp adhesive waterproof coil is fixed on the soil stack;
C. to the slit concreting between floor hole and the soil stack.
The present invention realizes that the technical scheme that the second goal of the invention adopts is: a kind of structure of pipeline floor sealing hole, comprise floor and soil stack, floor is provided with the floor hole that the water supply and draining standpipe passes, concrete is packed in the slit of floor hole and soil stack, also comprise adhesive waterproof coil and pipe clamp, described adhesive waterproof coil sticks on soil stack and the underfloor surface, below, floor hole forms the structure of sealing, and pipe clamp is enclosed within outside the adhesive waterproof coil adhesive waterproof coil is fixedly connected with soil stack.
The invention has the beneficial effects as follows: adhesive waterproof coil is sticked on soil stack and the underfloor surface replace wooden form, because adhesive waterproof coil is provided with pipe clamp outward, can prevent effectively that adhesive waterproof coil comes off or hollowing when concreting, whole process need not be used wooden form, work progress is simple, reduced construction cost, and adhesive waterproof coil can play the effect of secondary waterproof.
The invention will be further described below in conjunction with accompanying drawing and the specific embodiment.
Description of drawings
Fig. 1 is method of the present invention.
Fig. 2 is structural representation of the present invention.
Fig. 3 is that the A of Fig. 2 is to view.
In the accompanying drawing, 1 is that floor, 1-1 are that floor hole, 2 is that soil stack, 3 is that concrete, 4 is that adhesive waterproof coil, 5 is that pipe clamp, 6 is rivet.
The specific embodiment
As shown in Figure 1, the method for a kind of pipeline floor sealing hole of present embodiment may further comprise the steps:
A. adhesive waterproof coil is sticked on soil stack and the underfloor surface, seal from the below with the floor hole;
B. with pipe clamp adhesive waterproof coil is fixed on the soil stack, the preferred fixed solution of present embodiment is, with pipe clamp root at the bottom of floor adhesive waterproof coil fixed first, fixes at 180mm place below pipe clamp has been installed with another pipe clamp again;
C. to the slit concreting between floor hole and the soil stack.
Adopt said method, do not need wooden form is fixed on floor hole soffit, mounted adhesive waterproof coil not only can be realized the function of wooden form, can also carry out the secondary waterproof.
Shown in accompanying drawing 2,3, the structure of a kind of pipeline floor sealing hole of present embodiment comprises floor 1 and soil stack 2, and floor 1 is provided with the floor hole 1-1 that water supply and draining standpipe 2 passes, and concrete 3 is packed in the slit of floor hole 1-1 and soil stack 2.Also comprise adhesive waterproof coil 4 and pipe clamp 5, adhesive waterproof coil 4 sticks on soil stack 2 and floor 1 soffit, and 1-1 below in floor hole forms the structure of sealing, concrete 3 can be cast on the surface of adhesive waterproof coil 4.Pipe clamp 5 is enclosed within outside the adhesive waterproof coil 4, tighten by rivet 6, adhesive waterproof coil 4 is fixedly connected with soil stack 2, present embodiment has been installed two pipe clamps 5 altogether, 1 end of floor root is fixing with adhesive waterproof coil 4 with a pipe clamp 5, the 180mm place is fixing with another pipe clamp 5 again below distance has been installed pipe clamp 5, adopts this fixed form, can prevent effectively that adhesive waterproof coil 4 comes off or hollowing when concreting 3.Adopt this structure, not only saved the cost of wooden form, easy construction, but also can carry out the secondary waterproof, improved waterproof ability.
Claims (3)
1. the method for a pipeline floor sealing hole is characterized in that, may further comprise the steps:
A. adhesive waterproof coil is sticked on soil stack and the underfloor surface, seal from the below with the floor hole;
B. with pipe clamp adhesive waterproof coil is fixed on the soil stack;
C. to the slit concreting between floor hole and the soil stack.
2. the method for a kind of pipeline floor sealing hole according to claim 1 is characterized in that step B comprises: with pipe clamp root at the bottom of floor adhesive waterproof coil is fixed first, fixed at the 180mm place below distance has been installed pipe clamp with another pipe clamp.
3. the structure of a pipeline floor sealing hole, comprise floor and soil stack, floor is provided with the floor hole that the water supply and draining standpipe passes, concrete is packed in the slit of floor hole and soil stack, it is characterized in that, also comprise adhesive waterproof coil (4) and pipe clamp (5), described adhesive waterproof coil (4) sticks on soil stack (2) and floor (1) soffit, below, floor hole (1-1) forms the structure of sealing, and pipe clamp (5) is enclosed within outside the adhesive waterproof coil (4) adhesive waterproof coil (4) is fixedly connected with soil stack (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104939607A CN102936954A (en) | 2012-11-28 | 2012-11-28 | Method and structure for plugging pipeline floor hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104939607A CN102936954A (en) | 2012-11-28 | 2012-11-28 | Method and structure for plugging pipeline floor hole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102936954A true CN102936954A (en) | 2013-02-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012104939607A Pending CN102936954A (en) | 2012-11-28 | 2012-11-28 | Method and structure for plugging pipeline floor hole |
Country Status (1)
| Country | Link |
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| CN (1) | CN102936954A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723153A (en) * | 2017-10-27 | 2019-05-07 | 五冶集团上海有限公司 | A kind of Kitchen in High Rise Apartment flue root Antiseep method |
| WO2021051817A1 (en) * | 2019-09-18 | 2021-03-25 | 中建三局第二建设工程有限责任公司 | Method for blocking special-shaped opening of conduit shaft not permitting suspended mold construction |
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| CN101575913A (en) * | 2009-06-09 | 2009-11-11 | 中天建设集团有限公司天津分公司 | Construction method for preventing reserved holes of pipes from water leakage |
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| CN101929580A (en) * | 2009-06-24 | 2010-12-29 | 沈剑 | Construction method using PVC anti-leakage mold ejecting pipe fitting |
| KR20110050898A (en) * | 2009-11-09 | 2011-05-17 | (주)시우에스티 | Vertical joint frame for improving monolithic concrete |
| 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 |
| CN102261123A (en) * | 2011-05-27 | 2011-11-30 | 北京市日盛达建筑企业集团 | Novel anti-seepage floor drain system and construction method thereof |
| CN102758486A (en) * | 2012-07-12 | 2012-10-31 | 振华集团（昆山）建设工程有限公司 | Anti-seepage method for building engineering |
| CN203008143U (en) * | 2012-11-28 | 2013-06-19 | 深圳市鹏城建筑集团有限公司 | Hole plugging structure of pipeline floor |
-
2012
- 2012-11-28 CN CN2012104939607A patent/CN102936954A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2128955Y (en) * | 1992-07-25 | 1993-03-31 | 夏金亮 | Shuttering for closing opeing of floor |
| JPH0754412A (en) * | 1993-08-20 | 1995-02-28 | Sunrise M S I Kk | Waterproof structure of joint |
| JP2001141129A (en) * | 1999-11-12 | 2001-05-25 | Sekisui Chem Co Ltd | Sealing method |
| JP4158884B2 (en) * | 2002-04-02 | 2008-10-01 | 古河電気工業株式会社 | Airtight member |
| JP2007187302A (en) * | 2006-01-11 | 2007-07-26 | Toshinori Kuga | Preventive device of filling material leakage for through hole for pipe arrangement |
| CN101586381A (en) * | 2008-05-20 | 2009-11-25 | 北京森聚柯高分子材料有限公司 | Waterproof structure and manufacturing method thereof |
| CN201326274Y (en) * | 2008-11-28 | 2009-10-14 | 艾博科建筑设备设计（深圳）有限公司 | Through hole gap plugging film |
| CN101575913A (en) * | 2009-06-09 | 2009-11-11 | 中天建设集团有限公司天津分公司 | Construction method for preventing reserved holes of pipes from water leakage |
| CN101929580A (en) * | 2009-06-24 | 2010-12-29 | 沈剑 | Construction method using PVC anti-leakage mold ejecting pipe fitting |
| KR20110050898A (en) * | 2009-11-09 | 2011-05-17 | (주)시우에스티 | Vertical joint frame for improving monolithic concrete |
| 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 |
| CN102261123A (en) * | 2011-05-27 | 2011-11-30 | 北京市日盛达建筑企业集团 | Novel anti-seepage floor drain system and construction method thereof |
| CN102758486A (en) * | 2012-07-12 | 2012-10-31 | 振华集团（昆山）建设工程有限公司 | Anti-seepage method for building engineering |
| CN203008143U (en) * | 2012-11-28 | 2013-06-19 | 深圳市鹏城建筑集团有限公司 | Hole plugging structure of pipeline floor |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723153A (en) * | 2017-10-27 | 2019-05-07 | 五冶集团上海有限公司 | A kind of Kitchen in High Rise Apartment flue root Antiseep method |
| CN109723153B (en) * | 2017-10-27 | 2021-06-01 | 五冶集团上海有限公司 | High-rise residential building kitchen flue root anti-seepage method |
| WO2021051817A1 (en) * | 2019-09-18 | 2021-03-25 | 中建三局第二建设工程有限责任公司 | Method for blocking special-shaped opening of conduit shaft not permitting suspended mold construction |
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Application publication date: 20130220 |