CN201486104U - Sedimentation tank structure of sink-type bathroom - Google Patents
Sedimentation tank structure of sink-type bathroom Download PDFInfo
- Publication number
- CN201486104U CN201486104U CN2009201338698U CN200920133869U CN201486104U CN 201486104 U CN201486104 U CN 201486104U CN 2009201338698 U CN2009201338698 U CN 2009201338698U CN 200920133869 U CN200920133869 U CN 200920133869U CN 201486104 U CN201486104 U CN 201486104U
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- settling tank
- tank structure
- washroom
- sunk type
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Abstract
The utility model discloses a sedimentation tank structure of a sink-type bathroom, which comprises a first leveling layer which is arranged on a base floorslab, wherein a first waterproof layer is arranged above the first leveling layer, a backfilling layer is arranged above the first waterproof layer, a steel-bar steel wire netting layer is arranged above the backfilling layer, a second leveling layer is arranged above the steel-bar steel wire netting layer, and a ground waterproof layer is arranged above the second leveling layer. Since the steel-bar steel wire netting layer is arranged above the backfilling layer of the sedimentation tank, the integral carrying capacity of the sedimentation tank can be improved, and the phenomenon such as the cracking of the floor, the hollowness of the floor, the sunk of the floor and the like can be effectively prevented.
Description
Technical field
The utility model relates to a kind of sunk type washroom, refers in particular to the settling tank structure of a kind of sunk type washroom.
Background technology
At present, the design of the washroom of building (particularly high-rise building) is just gradually adopting the engineering structures form of sunk type washroom, and it has and prevents that the washroom, upper strata from use disturbing the advantage of resident family of lower floor because of ground and pipe leakage problem or finishing maintenance problem.Wherein, whether the design of settling tank is reasonable, it is one of key factor that influences sunk type washroom construction quality, as shown in Figure 1, the settling tank structure of common sunk type washroom includes one and is arranged at first leveling layer 13, on basic unit's floor 11 and is arranged at first waterproofing course 15, on this first leveling layer 13 and is arranged at backfill layer 17, on this first waterproofing course 15 and is arranged at second leveling layer 19 and on this backfill layer 17 and is arranged at ground waterproof layer 21 on this second leveling layer 19.Owing to backfill layer more than 17 is used such as light material mixed cements such as haydites and is constituted, its load-bearing property is relatively poor, after when the washroom use is certain, the easy situation that takes place and cause the appearance such as second leveling layer, 19 decks such as grade on it to be ftractureed, thereby the structure of destruction settling tank.
Summary of the invention
The purpose of this utility model is to overcome the existing defective of settling tank structure of common sunk type washroom, and a kind of settling tank structure that is not prone to the sunk type washroom of cracking is provided.
To achieve these goals, the utility model is by technical scheme as described below: the settling tank structure of a kind of sunk type washroom, it includes first leveling layer that is arranged on basic unit's floor, be provided with one first waterproofing course on described first leveling layer, be provided with a backfill layer on described first waterproofing course, be provided with a reinforcing wire stratum reticulare on the described backfill layer, be provided with one second leveling layer on the described reinforcing wire stratum reticulare, be provided with a ground waterproof layer on described second leveling layer.
In the settling tank structure of above-mentioned sunk type washroom, described reinforcing wire stratum reticulare also can be steel bar layer or steel screen layer replaces.
In the settling tank structure of above-mentioned sunk type washroom, the last aspect of described first waterproofing course is set to the inclined plane.
In the settling tank structure of above-mentioned sunk type washroom, the inner surface of described basic unit floor is provided with a floor waterproofing course.
In the settling tank structure of above-mentioned sunk type washroom, the inner corner trim place of described basic unit floor is provided with the circular arc slope.
In the settling tank structure of above-mentioned sunk type washroom, described backfill layer is the ceramicite cement backfill layer.
In the settling tank structure of above-mentioned sunk type washroom, described second leveling layer is the cement mortar screeding layer.
In the settling tank structure of above-mentioned sunk type washroom, the thickness of described second leveling layer is not less than 80mm.
The beneficial effects of the utility model are: the backfill layer of settling tank is provided with reinforcing wire stratum reticulare or steel bar layer or steel screen layer, can improve the whole weight capacity of settling tank, effectively stop the appearance of phenomenons such as settling tank ground cracking, floor empty drum, land subsidence.
Description of drawings
Fig. 1 is the schematic diagram of the settling tank structure of common sunk type washroom.
Fig. 2 is the schematic diagram of the settling tank structure of the utility model sunk type washroom.
Fig. 3 is the enlarged diagram of the A part of Fig. 2.
The specific embodiment
For making those of ordinary skill in the art be expressly understood the purpose of this utility model, technical scheme and advantage more, the utility model is further elaborated below in conjunction with drawings and Examples.
Referring to figs. 2 and 3 shown in, the settling tank structure of sunk type disclosed in the utility model washroom includes first leveling layer 12 that is arranged on basic unit's floor 10, be provided with one first waterproofing course 14 on this first leveling layer 12, be provided with a backfill layer 16 on this first waterproofing course 14, be provided with a reinforcing wire stratum reticulare 18 on this backfill layer 16, be provided with one second leveling layer 20 on this reinforcing wire stratum reticulare 18, be provided with a ground waterproof layer 22 on this second leveling layer 20.By the setting of this reinforcing wire stratum reticulare 18, can strengthen the whole load-bearing property of settling tank, prevent the appearance of phenomenons such as ground cracking that the sinking because of backfill layer 16 causes, floor empty drum.
When this reinforcing wire stratum reticulare 18 is set, lay reinforcing bar earlier, re-lay gauze wire cloth, preferably, gauze wire cloth completely is laid on the upper surface of this backfill layer 16.Certainly, when making up this layer, also be not limited to the combination of using reinforcing bar and gauze wire cloth, in other embodiment, available steel bar layer or steel screen layer are to replace this reinforcing wire stratum reticulare 18.
Ideally, second leveling layer 20 is the cement mortar screeding layer, and it generally needs to guarantee to have the above thickness of 80mm.
Preferably, the last aspect of first waterproofing course 14 is designed to an inclined plane, like this, the sewage that infiltrates in this backfill layer 16 can enter in the main drainpipe 26 via a gutter 24 at the last aspect minimum point place that is arranged at first waterproofing course 14, avoid the sewage lamination in the backfill layer 16 effectively, prevent that virus from growing and propagate, and reduce the probability that floor leaks infiltration.
Preferably, the inner surface of basic unit's floor 10 is provided with a floor waterproofing course 28, and at its inner corner trim place circular arc slope 30 is set, and the setting on above-mentioned floor waterproofing course 28 and circular arc slope 30 can prevent further that the situation of percolating water from appearring in basic unit's floor 10.
In sum, the utility model is by being provided with reinforcing wire stratum reticulare or steel bar layer or steel screen layer on the backfill layer of settling tank, and improve the whole weight capacity of settling tank, thereby play the effect of phenomenons such as stopping settling tank ground cracking, floor empty drum, land subsidence.
Above-mentioned only is preferred embodiment of the present utility model, but not the utility model is done any pro forma restriction, and all equivalent variations or modifications of being done in the claim scope all should fall within the utility model protection domain.
Claims (7)
1. the settling tank structure of a sunk type washroom, include one and be arranged at first leveling layer, on basic unit's floor and be arranged at first waterproofing course, on described first leveling layer and be arranged at backfill layer, on described first waterproofing course and be arranged at second leveling layer and on the described backfill layer and be arranged at ground waterproof layer on described second leveling layer, it is characterized in that: be provided with a reinforcing wire stratum reticulare or steel bar layer or steel screen layer between the described backfill layer and second leveling layer.
2. the settling tank structure of sunk type as claimed in claim 1 washroom is characterized in that: the last aspect of described first waterproofing course is set to the inclined plane.
3. the settling tank structure of sunk type as claimed in claim 1 or 2 washroom is characterized in that: the inner surface of described basic unit floor is provided with a floor waterproofing course.
4. the settling tank structure of sunk type as claimed in claim 3 washroom is characterized in that: the inner corner trim place of described basic unit floor is provided with the circular arc slope.
5. the settling tank structure of sunk type as claimed in claim 1 or 2 washroom is characterized in that: described backfill layer is the ceramicite cement backfill layer.
6. the settling tank structure of sunk type as claimed in claim 1 or 2 washroom is characterized in that: described second leveling layer is the cement mortar screeding layer.
7. the settling tank structure of sunk type as claimed in claim 6 washroom is characterized in that: the thickness of described second leveling layer is not less than 80mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201338698U CN201486104U (en) | 2009-07-16 | 2009-07-16 | Sedimentation tank structure of sink-type bathroom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201338698U CN201486104U (en) | 2009-07-16 | 2009-07-16 | Sedimentation tank structure of sink-type bathroom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201486104U true CN201486104U (en) | 2010-05-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201338698U Expired - Lifetime CN201486104U (en) | 2009-07-16 | 2009-07-16 | Sedimentation tank structure of sink-type bathroom |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201486104U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949207A (en) * | 2010-09-10 | 2011-01-19 | 中建七局第四建筑有限公司 | Method for constructing subsided rest room |
| CN102635254A (en) * | 2012-04-26 | 2012-08-15 | 陈永恒 | Watertight toilet on floor with steel-wood structure |
| CN103485509A (en) * | 2013-10-10 | 2014-01-01 | 北京首钢建设集团有限公司 | Waterproof structure manufacturing method of caisson-type toilet |
| CN104405045A (en) * | 2014-11-20 | 2015-03-11 | 江苏建筑职业技术学院 | Anti-seepage method for lower-plate light partition wall of house washroom |
| CN107023146A (en) * | 2017-05-17 | 2017-08-08 | 深圳市奇信建设集团股份有限公司 | Toilet warterproof plate and its manufacture method |
-
2009
- 2009-07-16 CN CN2009201338698U patent/CN201486104U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949207A (en) * | 2010-09-10 | 2011-01-19 | 中建七局第四建筑有限公司 | Method for constructing subsided rest room |
| CN102635254A (en) * | 2012-04-26 | 2012-08-15 | 陈永恒 | Watertight toilet on floor with steel-wood structure |
| CN102635254B (en) * | 2012-04-26 | 2014-08-13 | 陈永恒 | Watertight toilet on floor with steel-wood structure |
| CN103485509A (en) * | 2013-10-10 | 2014-01-01 | 北京首钢建设集团有限公司 | Waterproof structure manufacturing method of caisson-type toilet |
| CN104405045A (en) * | 2014-11-20 | 2015-03-11 | 江苏建筑职业技术学院 | Anti-seepage method for lower-plate light partition wall of house washroom |
| CN107023146A (en) * | 2017-05-17 | 2017-08-08 | 深圳市奇信建设集团股份有限公司 | Toilet warterproof plate and its manufacture method |
| CN107023146B (en) * | 2017-05-17 | 2019-05-28 | 深圳市奇信建设集团股份有限公司 | Toilet warterproof plate and its manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100526 |