CN102261123B - Novel anti-seepage floor drain system and construction method thereof - Google Patents
Novel anti-seepage floor drain system and construction method thereof Download PDFInfo
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- CN102261123B CN102261123B CN 201110139648 CN201110139648A CN102261123B CN 102261123 B CN102261123 B CN 102261123B CN 201110139648 CN201110139648 CN 201110139648 CN 201110139648 A CN201110139648 A CN 201110139648A CN 102261123 B CN102261123 B CN 102261123B
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Abstract
The invention discloses a novel anti-seepage floor drain system and a construction method thereof. The system comprises a reinforced concrete floor slab, a leveling layer, a water-proof layer, a water-proof protective layer and a surface layer and a floor drain, wherein the reinforced concrete floor slab is provided with a preformed hole; the leveling layer, the water-proof layer, the water-proof protective layer and the surface layer are arranged on the upper surface of the reinforced concrete floor slab in turn from the bottom to the top; the floor drain is arranged in the preformed hole and is communicated with a sewer pipe made of a polyvinyl chloride (PVC) material; a diameter-changing funnel made of the PVC material is arranged in the preformed hole of the reinforced concrete floor slab; a lower water stop ring made of the PVC material is bonded between the lower end of the diameter-changing funnel and the outside wall of the sewer pipe by using PVC special glue; a PVC pipe is placed in the diameter-changing funnel; an upper water stop ring made of the PVC material is bonded between the upper outside wall of the PVC pipe and the upper end of the diameter-changing funnel by using the PVC special glue; and the head end of the water-proof layer is extended to the upper inside wall of the PVC pipe. The floor drain system is convenient to construct, can save a large amount of manpower and material resource, avoids the possibility that accumulated water can penetrate along a water-proof weak pocket because the water-proof layer is used for a long time, and realizes the perfect combination of water prevention and water discharge.
Description
Technical field
The present invention relates to a kind of floor drain drainage system and job practices thereof that is applied to the PVC material in the construction work.
Background technology
The floor drain drainage system is the important interface that connects sewerage system and flooring, is the vitals of interior plumbing system in industry and the civilian construction.In industry and civilian construction, floor drain drainage system infiltration is the common quality defect of builing industry for many years, also is a great problem of builing industry.According to construction experience for many years, we find that the reason that seeps water mainly is the height that the setting height(from bottom) of floor drain exceeds waterproofing course, and waterproofing course and drainage outlet have formed water, floor drain is long-term use after, water on the waterproofing course just might seep water along the waterproof weak spot, thereby affects the flooring waterproof effect.After the infiltration of floor drain drainage system, can increase the difficulty of later stage reparation, waste human and material resources, so traditional floor drain drainage system and construction technology thereof are demanded urgently improving.
Summary of the invention
The purpose of this invention is to provide a kind of Novel anti-seepage floor drain system and job practices thereof, solve the easily technical problem of infiltration of traditional floor drain drainage system.
For achieving the above object, the present invention adopts following technical scheme: a kind of Novel anti-seepage floor drain system, comprise the reinforced concrete floor that has preformed hole, be located at successively from the bottom to top the leveling layer on the reinforced concrete floor upper surface, waterproofing course, fish tail and waterproof layer and surface layer, and be located in the preformed hole and the floor drain that is communicated with the sewer pipe of PVC material, described leveling layer, waterproofing course, fish tail and waterproof layer and surface layer have the gradient towards the floor drain direction, it is characterized in that: the reducing funnel that is provided with a PVC material in the preformed hole of described reinforced concrete floor, and be filled with cement mortar between this reducing funnel and the reinforced concrete floor, the bottom of reducing funnel and the socket of the top of sewer pipe, and be bonded with the bottom seal ring of PVC material between the lower end of reducing funnel and the lateral wall of sewer pipe by the PVC special glue, the upper end of reducing funnel is concordant with the upper surface of reinforced concrete floor; Be placed with a pvc pipe in the reducing funnel, and this pvc pipe is bonding by PVC special glue and reducing funnel, also be bonded with the top seal ring of PVC material between the upper outside wall of this pvc pipe and the upper end of reducing funnel by the PVC special glue, and the lower surface of top seal ring is close on the upper surface of reinforced concrete floor, and the upper surface of top seal ring is all concordant with the upper surface of leveling layer with the upper end of pvc pipe; The receipts head end of described waterproofing course extends on the upper inner wall of pvc pipe; Laterally be intervally distributed with the fixing bar of at least three PVC materials on the lateral wall of described floor drain, the bottom of the bottom of floor drain and fixing bar all is inserted in the pvc pipe.
The upper surface of described bottom seal ring is close on the bottom surface of cement mortar.
The upper surface of described floor drain is than the low 2mm～3mm of upper surface of surface layer.
Be filled with fluid sealant between described floor drain and the surface layer.
A kind of job practices of Novel anti-seepage floor drain system, it is characterized in that step is as follows: step 1, in the construction reinforced bar concrete floor, preformed hole is set, namely before the top board reinforcing bar binding, press the floor drain on the drawing, the position of water supply and sewerage pipeline, paint at the floor template subscript and draw, during the floor bar colligation, the physical location of floor drain, water supply and sewerage pipeline stayed allow out, the strong, weak electricity preheating embedding line is avoided the position of floor drain, water supply and sewerage pipeline, fixes hole before the concreting and reserves instrument.
In the described step 2, in the upper port 3cm of distance sewer pipe～bonding bottom, 5cm place seal ring, make the bottom seal ring be close to reinforced concrete floor lower plane absolute altitude.
In the described step 9, when floor drain is installed, the low 2mm～3mm of upper surface of the ratio surface layer that the upper surface of floor drain is installed.
In the described step 9, when floor drain is installed, be between floor drain and surface layer filling with sealant.
Compared with prior art the present invention has following characteristics and beneficial effect: the present invention is applied to the floor drain draining field of PVC material in the construction work washroom, to have carried out improved a kind of floor drain drainage system on the basis of omitting traditionally water system in printing, its result of use is good, make simple, easy construction, can save a large amount of manpower and materials, can accomplish that waterproofing course is received head end to be covered comprehensively, avoided on the waterproofing course because long-term the use, the water that accumulates can along the possibility of waterproof weak spot infiltration, have been realized the perfect combination of waterproof and draining.
Description of drawings
The present invention will be further described in detail below in conjunction with accompanying drawing.
Fig. 1 is structural representation of the present invention.
Fig. 2 is that floor drain passes through the schematic diagram that the reducing funnel is connected with sewer pipe.
Fig. 3 is the schematic diagram of A-A section among Fig. 2.
Reference numeral: 1-floor drain, 2-PVC pipe, 3-top seal ring, 4-reducing funnel, 5-bottom seal ring, 6-sewer pipe, 7-surface layer, 8-fish tail and waterproof layer, 9-waterproofing course, 10-leveling layer, 11-reinforced concrete floor, 12-cement mortar, 13-fix bar.
The specific embodiment
Embodiment is referring to shown in Fig. 1-3; this Novel anti-seepage floor drain system; comprise the reinforced concrete floor 11 that has preformed hole; be located at successively from the bottom to top the leveling layer 10 on reinforced concrete floor 11 upper surfaces; waterproofing course 9; fish tail and waterproof layer 8 and surface layer 7; and be located in the preformed hole and the floor drain 1 that is communicated with the sewer pipe 6 of PVC material; described leveling layer 10; waterproofing course 9; fish tail and waterproof layer 8 and surface layer 7 have the gradient (during construction towards the floor drain direction; leveling layer 10; waterproofing course 9; fish tail and waterproof layer 8 and surface layer 7 are looked for the slope to the floor drain direction); be filled with fluid sealant (can guarantee that floor drain 1 and surface layer 7 shutoff are closely knit) between surface layer 7 and the floor drain 1, the upper surface of floor drain 1 is than the low 2mm～3mm of upper surface of surface layer 7.
Be provided with the reducing funnel 4 of a PVC material in the preformed hole of described reinforced concrete floor 11, and be filled with cement mortar 12 between this reducing funnel 4 and the reinforced concrete floor 11, the top socket of the bottom of reducing funnel 4 and sewer pipe 6, and the bottom seal ring 5(that is bonded with the PVC material by the PVC special glue between the lateral wall of the lower end of reducing funnel 4 and sewer pipe 6 can guarantee that reducing funnel 4 and sewer pipe 6 sealings are firmly), the upper surface of bottom seal ring 5 also is close on the bottom surface of cement mortar 12 (can guarantee that cement mortar 12 and reducing funnel 4 and sewer pipe 6 sealings are firmly).The upper end of reducing funnel 4 is concordant with the upper surface of reinforced concrete floor 11.
Be placed with a pvc pipe 2 in the reducing funnel 4, and this pvc pipe 2 is bonding by PVC special glue and reducing funnel 4, also be bonded with the top seal ring 3 of PVC material between the upper outside wall of this pvc pipe 2 and the upper end of reducing funnel 4 by the PVC special glue, and the lower surface of top seal ring 3 is close on the upper surface of reinforced concrete floor 11, the upper end of the upper surface of top seal ring 3 and pvc pipe 2 is concordant with the upper surface of leveling layer 10 (inboard of reducing funnel is socketed supporting with it pvc pipe 2 according to engineering design, plays the effect that connects top seal ring 3) all.The reducing funnel makes floor drain and the perfect linking of waterproofing course by the top seal ring.
The receipts head end of described waterproofing course 9 extends to (waterproofing course is received head in the inside wall of pvc pipe 2, and height is decided according to concrete condition) on the upper inner wall of pvc pipe 2; Laterally be intervally distributed with the fixing bar 13 of at least three PVC materials on the lateral wall of described floor drain 1, the bottom of the bottom of floor drain 1 and fixing bar 13 all is inserted in the pvc pipe 2.
Described fixing bar 13 is strip, can be to process with floor drain 1 one co-shapings, also can be the fixing bar 13 that pvc pipe is processed into strip, and then bonding by the lateral wall of PVC special glue and floor drain.Referring to Fig. 3, in the present embodiment, fixing bar 13 has three, and long * is wide to be 80mm*10mm, bonding firmly along 120 degree with the lateral wall of PVC special glue and floor drain.
The job practices of this Novel anti-seepage floor drain system, its step is as follows: step 1, in construction reinforced bar concrete floor 11 preformed hole is set, make again the position reserve, namely before the top board reinforcing bar binding, press the floor drain on the drawing, the position of water supply and sewerage pipeline, paint at the floor template subscript and draw, during the floor bar colligation, the physical location of floor drain, water supply and sewerage pipeline stayed allow out, the strong, weak electricity preheating embedding line is avoided the position of floor drain, water supply and sewerage pipeline, fixes hole before the concreting and reserves instrument.
9 constructions of step 7, waterproofing course during construction involve in waterproofing materials the inboard 15mm～25mm to pvc pipe 2.
Claims (8)
1. Novel anti-seepage floor drain system, comprise the reinforced concrete floor (11) that has preformed hole, be located at successively from the bottom to top the leveling layer (10) on reinforced concrete floor (11) upper surface, waterproofing course (9), fish tail and waterproof layer (8) and surface layer (7), and be located in the preformed hole and the floor drain (1) that is communicated with the sewer pipe (6) of PVC material, described leveling layer (10), waterproofing course (9), fish tail and waterproof layer (8) and surface layer (7) have the gradient towards the floor drain direction, it is characterized in that: the reducing funnel (4) that is provided with a PVC material in the preformed hole of described reinforced concrete floor (11), and be filled with cement mortar (12) between this reducing funnel (4) and the reinforced concrete floor (11), the top socket of the bottom of reducing funnel (4) and sewer pipe (6), and be bonded with the bottom seal ring (5) of PVC material between the lateral wall of the lower end of reducing funnel (4) and sewer pipe (6) by the PVC special glue, the upper end of reducing funnel (4) is concordant with the upper surface of reinforced concrete floor (11); Be placed with a pvc pipe (2) in the reducing funnel (4), and this pvc pipe (2) is bonding by PVC special glue and reducing funnel (4), also be bonded with the top seal ring (3) of PVC material between the upper end of the upper outside wall of this pvc pipe (2) and reducing funnel (4) by the PVC special glue, and the lower surface of top seal ring (3) is close on the upper surface of reinforced concrete floor (11), and the upper end of the upper surface of top seal ring (3) and pvc pipe (2) is all concordant with the upper surface of leveling layer (10); The receipts head end of described waterproofing course (9) extends on the upper inner wall of pvc pipe (2); Laterally be intervally distributed with the fixing bar (13) of at least three PVC materials on the lateral wall of described floor drain (1), the bottom of the bottom of floor drain (1) and fixing bar (13) all is inserted in the pvc pipe (2).
2. Novel anti-seepage floor drain system according to claim 1 is characterized in that: the upper surface of described floor drain (1) is than the low 2mm～3mm of upper surface of surface layer (7).
3. Novel anti-seepage floor drain system according to claim 1 is characterized in that: be filled with fluid sealant between described floor drain (1) and the surface layer (7).
4. Novel anti-seepage floor drain system according to claim 1, it is characterized in that: the upper surface of described bottom seal ring (5) is close on the bottom surface of cement mortar (12).
5. the job practices of a Novel anti-seepage floor drain system is characterized in that step is as follows:
Step 1, in construction reinforced bar concrete floor (11), preformed hole is set, namely before the top board reinforcing bar binding, press the floor drain on the drawing, the position of water supply and sewerage pipeline, paint at the floor template subscript and draw, during the floor bar colligation, the physical location of floor drain, water supply and sewerage pipeline stayed allow out, the strong, weak electricity preheating embedding line is avoided the position of floor drain, water supply and sewerage pipeline, fixes hole before the concreting and reserves instrument;
Step 2, installation reducing funnel (4) and bottom seal ring (5), namely be stained with bottom seal ring (5) at the upper port 3cm of distance sewer pipe (6)～5cm place, then use the PVC special glue that reducing funnel (4) and bottom seal ring (5), sewer pipe (6) is bonding;
Step 3, shutoff preformed hole namely use cement mortar (12) that reducing funnel (4) and the shutoff of preformed hole periphery is closely knit;
Step 4, installation top seal ring (3), namely first in the inboard of reducing funnel (4) according to the bonding with it supporting pvc pipe material of engineering design, then usefulness PVC special glue bonding top seal ring (3) between the lateral wall of the upper end of reducing funnel and pvc pipe material, make the lower surface of top seal ring (3) be close to the upper surface of reinforced concrete floor (11), this moment, the pvc pipe material will exceed surface layer (7), after the passed examination, will with the temporary plugging of doing suitable for reading of the bonding pvc pipe material of reducing funnel (4);
Step 5, leveling layer (10) construction make the upper surface of top seal ring (3) concordant with the upper surface of leveling layer (10);
Step 6, remove the pvc pipe material of reducing funnel top, namely use cutting tool lower along the upper surface saw of top seal ring (3) the pvc pipe material of reducing funnel top, and the saw kerf place is polished smooth, finally make the pvc pipe material become pvc pipe (2);
Step 7, waterproofing course (9) construction during construction involve in waterproofing materials to the inboard 15mm～25mm of pvc pipe (2);
Step 8, fish tail and waterproof layer (8) and surface layer (7) construction;
Step 9, floor drain (1) is installed, is about to lateral wall and is provided with the floor drain (1) that fixes bar (13) and is installed in the reducing funnel (4).
6. the job practices of Novel anti-seepage floor drain system according to claim 5, it is characterized in that: in the described step 2, in the upper port 3cm of distance sewer pipe (6)～bonding bottom, 5cm place seal ring (5), make bottom seal ring (5) be close to reinforced concrete floor lower plane absolute altitude.
7. the job practices of Novel anti-seepage floor drain system according to claim 5 is characterized in that: in the described step 9, and when floor drain (1) is installed, the low 2mm～3mm of upper surface of the ratio surface layer (7) that the upper surface of floor drain (1) is installed.
8. the job practices of Novel anti-seepage floor drain system according to claim 5 is characterized in that: in the described step 9, and when floor drain (1) is installed, filling with sealant between floor drain (1) and surface layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110139648 CN102261123B (en) | 2011-05-27 | 2011-05-27 | Novel anti-seepage floor drain system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110139648 CN102261123B (en) | 2011-05-27 | 2011-05-27 | Novel anti-seepage floor drain system and construction method thereof |
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| Publication Number | Publication Date |
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| CN102261123A CN102261123A (en) | 2011-11-30 |
| CN102261123B true CN102261123B (en) | 2013-05-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201110139648 Expired - Fee Related CN102261123B (en) | 2011-05-27 | 2011-05-27 | Novel anti-seepage floor drain system and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022242155A1 (en) * | 2021-05-18 | 2022-11-24 | 中铁五局集团有限公司 | Waterproof floor drain structure in subway main structure |
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| CN102953412B (en) * | 2012-11-15 | 2014-12-10 | 苏州金螳螂建筑装饰股份有限公司 | Indoor wading part drainage system and method for constructing same |
| CN102936954A (en) * | 2012-11-28 | 2013-02-20 | 深圳市鹏城建筑集团有限公司 | Method and structure for plugging pipeline floor hole |
| CN103290910A (en) * | 2013-06-19 | 2013-09-11 | 中建四局第一建筑工程有限公司 | Anti-seepage method and structure of drainage of same floor |
| CN103696466A (en) * | 2013-11-06 | 2014-04-02 | 孙五奇 | Floor drain and water collecting and draining system thereof |
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| CN104328914B (en) * | 2014-09-25 | 2016-05-04 | 中国化学工程第三建设有限公司 | The construction method that floor preformed hole and this hole flanging are constructed simultaneously |
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| CN111677273B (en) * | 2020-05-22 | 2021-10-12 | 浙江新中源建设有限公司 | Anti-seepage structure for reserved hole in kitchen and toilet and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US20100320130A1 (en) * | 2010-08-24 | 2010-12-23 | Meyers Lawrence G | Floor drain with drain field |
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- 2011-05-27 CN CN 201110139648 patent/CN102261123B/en not_active Expired - Fee Related
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| WO2022242155A1 (en) * | 2021-05-18 | 2022-11-24 | 中铁五局集团有限公司 | Waterproof floor drain structure in subway main structure |
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| CN102261123A (en) | 2011-11-30 |
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Address after: 100124 Beijing city Chaoyang District Dajiaoting station Applicant after: Beijing Rishengda Construction Enterprises Group Co., Ltd. Address before: 100124 Beijing city Chaoyang District Dajiaoting station Applicant before: Beijing Rishengda Construction Enterprises Group Co., Ltd. |
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