CN201671154U - Seeper drainage joint - Google Patents
Seeper drainage joint Download PDFInfo
- Publication number
- CN201671154U CN201671154U CN2010202140776U CN201020214077U CN201671154U CN 201671154 U CN201671154 U CN 201671154U CN 2010202140776 U CN2010202140776 U CN 2010202140776U CN 201020214077 U CN201020214077 U CN 201020214077U CN 201671154 U CN201671154 U CN 201671154U
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- Prior art keywords
- seeper
- seepage
- drainage
- utility
- drainage joint
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- Expired - Lifetime
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Abstract
The utility model relates to a seeper drainage joint. The utility model is characterized in that a drainage main pipe is provided with the seeper drainage joint at the part where the drainage main pipe penetrates through a caisson concrete floorslab. An ash glaze anti-seepage sleeve is arranged outside the seeper drainage joint. Flexible anti-seepage stuffing fills the gap between the ash glaze anti-seepage sleeve and the seeper drainage joint. The inner wall and the bottom part of the caisson concrete floorslab are provided with a concrete anti-seepage mortar face layer. Wherein, the upper end of the seeper drainage joint is a pipeline socket port and the lower end thereof is a pipe joint head socket pipe. The seeper drainage joint comprises a seeper drainage port which is arranged at one side of the seeper drainage joint, and a sealing ring groove and a socket pipe positioning point, which are arranged at the inner wall of the seeper drainage joint. The utility model can drain seeper in a caisson in time. Moreover, the ash glaze anti-seepage sleeve can be manufactured simply, has good anti-seepage effect and is economical. As flexible anti-seepage material, the utility model has the advantages of simple and convenient stuffing operation, good cohesive force and good anti-seepage effect.
Description
The application is dividing an application of " ponding dewatering installation " (abbreviation original application), and the applying date of original application is on October 21st, 2009, and application number is 200920312952.1.
Technical field
The utility model relates to the ponding discharging of washroom, refers in particular to a kind of ponding draining joint.
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 (3)
1. a ponding draining joint is characterized in that the upper end is the pipeline birdsmouth, and the lower end is a tube coupling head bell-and-spigot pipe, and pipeline birdsmouth one side is provided with the ponding outfall.
2. ponding draining joint according to claim 1 is characterized in that being provided with seal groove at ponding draining joint inwall.
3. ponding draining joint according to claim 1 and 2 is characterized in that being provided with the bell-and-spigot pipe anchor point at ponding draining joint inwall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202140776U CN201671154U (en) | 2009-10-21 | 2009-10-21 | Seeper drainage joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202140776U CN201671154U (en) | 2009-10-21 | 2009-10-21 | Seeper drainage joint |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203129521U Division CN201512836U (en) | 2009-10-21 | 2009-10-21 | Water accumulation and drainage device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201671154U true CN201671154U (en) | 2010-12-15 |
Family
ID=43328566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202140776U Expired - Lifetime CN201671154U (en) | 2009-10-21 | 2009-10-21 | Seeper drainage joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201671154U (en) |
-
2009
- 2009-10-21 CN CN2010202140776U patent/CN201671154U/en not_active Expired - Lifetime
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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: 20130402 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130402 Address after: 410005, Hunan province Changsha Takahashi Market West Gate wealth times District 2, building 304 room Patentee after: Zhu Yanglin Address before: 410005, Hunan province Changsha Takahashi Market West Gate wealth times District 2, building 304 room 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: 20131021 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410005 CHANGSHA, HUNAN PROVINCE TO: 528318 FOSHAN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20131021 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: 410005, Hunan province Changsha Takahashi Market West Gate wealth times District 2, building 304 room Patentee before: Zhu Yanglin |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101215 |