CN201512836U - Water accumulation and drainage device - Google Patents
Water accumulation and drainage device Download PDFInfo
- Publication number
- CN201512836U CN201512836U CN2009203129521U CN200920312952U CN201512836U CN 201512836 U CN201512836 U CN 201512836U CN 2009203129521 U CN2009203129521 U CN 2009203129521U CN 200920312952 U CN200920312952 U CN 200920312952U CN 201512836 U CN201512836 U CN 201512836U
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- CN
- China
- Prior art keywords
- ponding
- drainage
- water accumulation
- connector
- bell
- 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.)
- Expired - Lifetime
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Abstract
The utility model relates to a water accumulation and drainage device. The water accumulation and drainage device comprises a toilet main water-drainage pipe and a cast-in-situ concrete floor slab arranged outside the main water drain pipe; and the accumulation and drainage device is characterized in that a water accumulation and drainage connector is arranged in the position where the main water-drainage pipe penetrates a caisson concrete floor slab, an ash glaze antiseepage sleeve is arranged outside the water accumulation and drainage connector, the space between the ash glaze antiseepage sleeve and the water accumulation and drainage connector is filled with flexible anti-seepage packing materials, anti-seepage cement mortar facing layers are respectively arranged on the inner wall and at the bottom of the caisson concrete floor slab, a pipe connector is arranged at the upper end of the water accumulation and drainage connector, a pipe connector spigot and faucet pipe is arranged at the lower end of the water accumulation and drainage connector, and the water accumulation and drainage connector comprises a water accumulation and drainage port arranged on one side of the water accumulation and drainage connector, a sealing ring groove formed on the inner wall of the water accumulation and drainage connector, and a spigot and faucet pipe positioning point. The device made of flexible impermeable material scan drain water accumulated in the caisson in time, and has the advantages of simple and easy f manufacture of ash glaze antiseepage sleeve, good antiseepage effect, economy, simple and convenient packing operation, good bonding power and excellent anti-seepage effect.
Description
Technical field
The utility model relates to the ponding discharging of washroom, refers in particular to a kind of ponding dewatering installation.
Background technology
At present, the PVC gutter passes washroom caisson concrete floor, the existing method of antiseep processing is as follows in the caisson: when pipeline passes concrete floor, as Fig. 5,6, be installed in the concrete floor preformed hole with steel sleeve pipe or plastics seal ring, load onto wooden form and water puddling in fact with pea gravel concreten, will be after the initial set with cement anti-seepage mortar pressure surface in caisson, and around pipeline, do a waterproofing mortar water blocking ring, stop the interior ponding of caisson to flow to lower floor along tube wall.This way, once ooze under the pipeline infiltration or the surface water, then caisson has become plash, As time goes on, water level constantly rises, and common washroom seepage phenomenon will occur, addressing this problem, must be main in order to row, and the method for the anti-combination of row is the radical cure leakage problems thoroughly.
Summary of the invention
The purpose of this utility model is improved, is innovated at shortcoming that exists in the background technology and problem, and a kind of ponding dewatering installation is provided.
The technical solution of the utility model is that the outer cast-in-place concrete floor of drain header is responsible for and is arranged on to a kind of toilet drainage that comprises of structure, and its characteristics are:
The position that drain header passes the caisson concrete floor is provided with ponding draining joint, ponding draining joint is outside equipped with glaze ash antiseepage sleeve, be filled with the flexible barrier filler between glaze ash antiseepage sleeve and the ponding draining joint, caisson concrete floor inwall and bottom are provided with cement anti-seepage mortar surface layer, wherein:
Ponding draining joint upper end be the pipeline birdsmouth, and the lower end is a tube coupling head bell-and-spigot pipe, and ponding draining joint comprises and is arranged on the ponding outfall that the ponding draining saves a side, is arranged on seal groove and bell-and-spigot pipe anchor point that the ponding draining saves inwall.
Advantage of the present utility model and beneficial effect:
1, ponding in the utility model emptying in time caisson.
2, the utility model glaze ash antiseepage sleeve is easily made good seepage-proof property, economy.
3, the utility model is the flexible barrier material, and padding is simple and convenient, and adhesion stress is good, and anti-seepage effect is good.
Description of drawings
Fig. 1 is the utility model structural representation
Fig. 2 is Figure 1A place enlarged drawing
Fig. 3 is the utility model ponding draining joint structural representation
Fig. 4 is Fig. 3 A-A sectional drawing
Fig. 5 is one of background technology structural representation
Fig. 6 is two of a background technology structural representation
The specific embodiment
By Fig. 1 to 4 as can be known, the utility model comprises the toilet drainage person in charge 1 and the cast-in-place concrete floor 2 that is arranged on outside the drain header 1, and its characteristics are:
The position that drain header 1 passes caisson concrete floor 2 is provided with ponding draining joint 3, ponding draining joint 3 is outside equipped with glaze ash antiseepage sleeve 4, be filled with flexible barrier filler 5 between glaze ash antiseepage sleeve 4 and the ponding draining joint 3, caisson concrete floor 2 inwalls and bottom are provided with cement anti-seepage mortar surface layer 6, wherein:
It is pipeline birdsmouth 11 that the ponding draining saves 3 upper ends, and the lower end is a tube coupling head bell-and-spigot pipe 7, and ponding draining joint 3 comprises and is arranged on the ponding outfall 8 that the ponding draining saves 3 one sides, is arranged on seal groove 9 and bell-and-spigot pipe anchor point 10 that the ponding draining saves 3 inwalls.
Bell and spigot 11 internal diameters described in the utility model are corresponding with insertion drain header 1 external diameter.Described ponding outfall 8 tops are provided with drain hole 12 uniformly, and drain hole 12 communicates with drainage channel 13 and drain header 1.Described seal groove 9 is arranged on the ponding draining and saves 3 tops, in the seal groove 9 seal is set.Described bell-and-spigot pipe anchor point 10 is arranged on bell and spigot 11 bottoms, and drain header 1 inserts bell and spigot 11 to be ended to bell-and-spigot pipe anchor point 10 places.
Specific practice of the present utility model is as follows:
1, with caisson inwall and bottom cement anti-seepage mortar pressure surface, the bottom is by 2% gradient aspect pipeline preformed hole;
2, make glaze ash antiseepage sleeve;
3, ponding draining joint peace is gone in the glaze ash antiseepage sleeve;
4, with the flexible barrier inserts annular gap between sleeve pipe and the PVC ponding draining joint is filled up.
Embodiment described in the utility model only is the description that preferred implementation of the present utility model is carried out; be not that the utility model design and scope are limited; under the prerequisite that does not break away from the utility model design philosophy; engineers and technicians make the technical solution of the utility model in this area various modification and improvement; all should fall into protection domain of the present utility model; the technology contents that the utility model is asked for protection all is documented in claims.
Claims (5)
1. a ponding dewatering installation comprises the toilet drainage person in charge (1) and is arranged on the outer cast-in-place concrete floor (2) of drain header (1), it is characterized in that:
The position that drain header (1) passes caisson concrete floor (2) is provided with ponding draining joint (3), ponding draining joint (3) is outside equipped with glaze ash antiseepage sleeve (4), be filled with flexible barrier filler (5) between glaze ash antiseepage sleeve (4) and the ponding draining joint (3), caisson concrete floor (2) inwall and bottom are provided with cement anti-seepage mortar surface layer (6), wherein:
Ponding draining joint (3) upper end is pipeline birdsmouth (11), the lower end is a tube coupling head bell-and-spigot pipe (7), ponding draining joint (3) comprises the ponding outfall (8) that is arranged on ponding draining joint (3) one sides, is arranged on the seal groove (9) and the bell-and-spigot pipe anchor point (10) of ponding draining joint (3) inwall.
2. ponding dewatering installation according to claim 1 is characterized in that described bell and spigot (11) internal diameter is corresponding with insertion drain header (1) external diameter.
3. ponding dewatering installation according to claim 1 is characterized in that described ponding outfall (8) top is provided with drain hole (12) uniformly, and drain hole (12) communicates with drainage channel (13) and drain header (1).
4. ponding dewatering installation according to claim 1 is characterized in that described seal groove (9) is arranged on ponding draining joint (3) top, and seal groove is provided with seal in (9).
5. ponding dewatering installation according to claim 1 is characterized in that described bell-and-spigot pipe anchor point (10) is arranged on bell and spigot (11) bottom, and drain header (1) inserts bell and spigot (11) to bell-and-spigot pipe anchor point (10) and locates to end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203129521U CN201512836U (en) | 2009-10-21 | 2009-10-21 | Water accumulation and drainage device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203129521U CN201512836U (en) | 2009-10-21 | 2009-10-21 | Water accumulation and drainage device |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202140776U Division CN201671154U (en) | 2009-10-21 | 2009-10-21 | Seeper drainage joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201512836U true CN201512836U (en) | 2010-06-23 |
Family
ID=42484243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203129521U Expired - Lifetime CN201512836U (en) | 2009-10-21 | 2009-10-21 | Water accumulation and drainage device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201512836U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410318A (en) * | 2013-08-09 | 2013-11-27 | 广州市住宅建设发展有限公司 | Construction method for preventing leakage of restroom tubular well |
| CN105065832A (en) * | 2015-08-24 | 2015-11-18 | 祝泽明 | Accumulated water prevention connecting pipe |
-
2009
- 2009-10-21 CN CN2009203129521U patent/CN201512836U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410318A (en) * | 2013-08-09 | 2013-11-27 | 广州市住宅建设发展有限公司 | Construction method for preventing leakage of restroom tubular well |
| CN103410318B (en) * | 2013-08-09 | 2016-01-20 | 广州市住宅建设发展有限公司 | Washroom pipe well water-leakage construction method |
| CN105065832A (en) * | 2015-08-24 | 2015-11-18 | 祝泽明 | Accumulated water prevention connecting pipe |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHU YANGLIN Free format text: FORMER OWNER: ZHU CHENGSAN Effective date: 20101231 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410006 304, BUILDING 2, CAIFU SHIDAI RESIDENTIAL QUATER, GAOQIAO, CHANGSHA CITY, HU'NAN PROVINCE TO: 414000 ROOM 701, BUILDING 17, YUJINXIANG SUBDISTRICT, TIANLUNCHENG, YUEYANGLOU DISTRICT, YUEYANG CITY, HU'NAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20101231 Address after: 414000, room 17, 701 tulip block, Tianlun Town, Yueyang Tower District, Hunan, Yueyang Patentee after: Zhu Yanglin Address before: 410006 2 Gaoqiao wealth District, Hunan, Changsha 304 Patentee before: Zhu Chengsan |
|
| ASS | Succession or assignment of patent right |
Owner name: LIANSU SCIENCE + TECHNOLOGY INDUSTRIAL CO., LTD., Free format text: FORMER OWNER: ZHU YANGLIN Effective date: 20131012 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 414000 YUEYANG, HUNAN PROVINCE TO: 528318 FOSHAN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20131012 Address after: Shunde Longzhou road Longjiang 528318 Guangdong Liansu industrial village in Foshan Province Patentee after: Liansu Science & Technology Industrial Co., Ltd., Guangdong Prov. Address before: 414000, room 17, 701 tulip block, Tianlun Town, Yueyang Tower District, Hunan, Yueyang Patentee before: Zhu Yanglin |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100623 |