CN214784859U - Stagnant water bank platform seepage prevention structure - Google Patents
Stagnant water bank platform seepage prevention structure Download PDFInfo
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- CN214784859U CN214784859U CN202121378108.6U CN202121378108U CN214784859U CN 214784859 U CN214784859 U CN 214784859U CN 202121378108 U CN202121378108 U CN 202121378108U CN 214784859 U CN214784859 U CN 214784859U
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Abstract
The utility model discloses a stagnant water bank platform seepage prevention structure, including main part floor concrete and stagnant water bank platform concrete, stagnant water bank platform concrete placement is at main part floor concrete upper surface, including the prevention of seepage component, the prevention of seepage component includes the bottom plate of level setting and the breakwater of vertical setting, the fixed setting of breakwater downside edge just is located the bottom plate middle part at the bottom plate upper surface, the breakwater both ends respectively with the bottom plate parallel and level, the breakwater setting in stagnant water bank platform concrete and breakwater length corresponds with stagnant water bank platform length, the bottom plate setting is in main part floor concrete. This seepage prevention structure can prevent effectively that the water from going out from stagnant water bank platform concrete and main part floor concrete junction seepage, improves the water-proof effects of stagnant water bank platform.
Description
Technical Field
The utility model belongs to the technical field of the construction, in particular to stagnant water bank platform seepage prevention structure.
Background
In building construction, in order to ensure the waterproof effect of multi-water rooms such as a toilet, a kitchen and the like, when the building is designed, a water stop ridge platform with the height of 150mm is generally arranged on a guard wall of the toilet, the kitchen and the like.
At present, the stagnant water bank platform is generally pour the back at the major structure (including main part floor and main part roof beam) when actual construction, pours the setting again on major structure's basis, though construction convenience like this, the wholeness is poor, and stagnant water bank platform concrete that the secondary was pour is not closely knit with main part floor concrete junction and is very easily leaded to the junction to take place the seepage phenomenon.
Disclosure of Invention
The above-mentioned not enough to prior art exists, the utility model aims at providing a stagnant water bank platform seepage prevention structure just, this seepage prevention structure can prevent effectively that the water from going out from stagnant water bank platform concrete and main part floor concrete junction seepage, improves the prevention of seepage effect of stagnant water bank platform.
The technical scheme of the utility model is realized like this:
the utility model provides a stagnant water bank platform seepage prevention structure, includes main part floor concrete and stagnant water bank platform concrete, stagnant water bank platform concrete placement is at main part floor concrete upper surface, including the prevention of seepage component, the prevention of seepage component includes the bottom plate that the level set up and the breakwater of vertical setting, the breakwater downside edge is fixed to be set up at the bottom plate upper surface and is located the bottom plate middle part, the breakwater both ends respectively with the bottom plate parallel and level, the breakwater setting in stagnant water bank platform concrete and breakwater length correspond with stagnant water bank platform length, the bottom plate setting is in main part floor concrete.
Furthermore, the top end of the water baffle is bent towards the water-facing side to form a water folding plate at the top end of the water baffle for changing the water flow direction.
Furthermore, the included angle formed by the water folding plate and the water baffle plate is 90-180 degrees.
Furthermore, the bottom plates corresponding to the two sides of the water baffle plate respectively extend outwards for a certain length.
Furthermore, a plurality of fixing holes are uniformly distributed on the bottom plates corresponding to the two sides of the water baffle respectively, so that the bottom plates can be conveniently fixed on the main floor steel bars.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model discloses well prevention of seepage component's bottom plate and breakwater seamless connection to prevention of seepage component is high with the bonding strength of stagnant water bank platform concrete and main part floor concrete, thereby has guaranteed the bonding strength of stagnant water bank platform concrete and main part floor concrete junction, and then has guaranteed the prevention of seepage effect of stagnant water bank platform.
Drawings
Fig. 1-the structure of the present invention.
Fig. 2-a schematic view of the structure of the impermeable element.
Wherein: 1-main floor concrete; 2-water stop sill concrete; 3-an impermeable member; 31-a base plate; 32-a water baffle; 33-a water folding plate; 34-fixing hole.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1 and 2, a stagnant water bank platform seepage prevention structure, includes main part floor concrete 1 and stagnant water bank platform concrete 2, stagnant water bank platform concrete 2 is pour at 1 upper surface of main part floor concrete, still includes prevention of seepage component 3, prevention of seepage component 3 includes bottom plate 31 and the breakwater 32 of vertical setting that the level set up, breakwater 32 downside edge welded fastening is at bottom plate 31 upper surface and is located bottom plate 31 middle part, breakwater 32 both ends respectively with bottom plate 31 parallel and level, breakwater 32 sets up in stagnant water bank platform concrete 2 and breakwater 32 length corresponds with stagnant water bank platform concrete 2 length, and bottom plate 31 sets up in main part floor concrete 1.
Therefore, due to the arrangement of the anti-seepage component, the bottom plate and the main floor concrete are integrally formed, the water baffle and the water stop ridge concrete are integrally formed, and the bottom plate and the water baffle are welded and fixed together, so that no gap exists at the joint of the water stop ridge concrete and the main floor concrete, the water body positioned on one side of the water stop ridge platform cannot leak out from the joint of the water stop ridge platform and the floor, and the anti-seepage effect of the existing water stop ridge platform is improved.
In specific implementation, the top end of the water baffle 32 is bent towards the water-facing side to form a water folding plate 33 at the top end of the water baffle 32 for changing the water flow direction.
The water side that faces here is the water body direction, and one side is the water side that faces behind the stagnant water bank platform setting, and the opposite side is the side of falling from the back of the body, and the water board is folded towards the water side that faces, like this, when the water in many water rooms such as bathroom, kitchen reachd stagnant water bank platform and the water level is higher than the breakwater height, the direction of water can be changed to a certain extent to the water board that folds, avoids the water to follow stagnant water bank platform and leaks away.
In specific implementation, the included angle formed by the water folding plate 33 and the water baffle plate 32 is 90-180 degrees.
The included angle in this embodiment is 135 degrees, the width of the water baffle is 100mm, and the width of the water baffle is 30 mm.
In specific implementation, the bottom plates 31 corresponding to both sides of the water guard plate 32 extend outward for a certain length.
In the embodiment, the bottom plate, the water baffle and the water folding plate are made of 3mm steel plates, the width of the bottom plate is 100mm, and the bottom plates corresponding to the two sides of the water baffle extend outwards for 48.5mm respectively, so that the joint surface of the anti-seepage component and the concrete of the main floor is increased, the joint strength is improved, and the anti-seepage performance can be effectively improved.
During specific implementation, a plurality of fixing holes 34 are respectively and uniformly distributed on the bottom plate 31 corresponding to two sides of the water baffle 32, so that the bottom plate 31 can be conveniently fixed on the main floor slab steel bars.
In this embodiment, the interval between two adjacent fixed orificess that are located the bottom plate homonymy is 150mm, and the diameter of fixed orifices is 2 mm.
During specific construction, firstly, the anti-seepage component with the corresponding length is manufactured according to the designed length of the water stop ridge platform, then the anti-seepage component is fixed on the main floor concrete by adopting binding wires according to the position of the water stop ridge platform, and then the main floor concrete and the water stop ridge platform concrete are poured simultaneously, so that the main floor concrete and the water stop ridge platform concrete are poured and formed at one time, the bonding strength of the main floor and the water stop ridge platform is greatly improved, and meanwhile, the waterproof performance of the water stop ridge platform is further improved due to the arrangement of the anti-seepage component.
Finally, it should be noted that the above-mentioned embodiments of the present invention are only examples for illustrating the present invention, and are not limitations to the embodiments of the present invention. Variations and modifications in other variations will occur to those skilled in the art upon reading the foregoing description. Not all embodiments are exhaustive. All obvious changes or variations which are introduced by the technical solution of the present invention are still within the scope of the present invention.
Claims (5)
1. The utility model provides a stagnant water bank platform seepage prevention structure, includes main part floor concrete and stagnant water bank platform concrete, stagnant water bank platform concrete placement is at main part floor concrete upper surface, its characterized in that, including the prevention of seepage component, the prevention of seepage component includes the bottom plate that the level set up and the breakwater of vertical setting, the breakwater downside edge is fixed to be set up at the bottom plate upper surface and is located the bottom plate middle part, the breakwater both ends respectively with the bottom plate parallel and level, the breakwater setting in stagnant water bank platform concrete and breakwater length corresponds with stagnant water bank platform length, the bottom plate setting is in main part floor concrete.
2. The watertight sill platform structure of claim 1, wherein the top end of the breakwater is bent at an angle toward the water-facing side, so that a water deflector is formed at the top end of the breakwater for changing the direction of water flow.
3. The anti-seepage structure of the water stop sill table as claimed in claim 2, wherein the angle formed by the water folding plate and the water baffle plate is 90-180 °.
4. The anti-seepage structure of the water stop sill table as claimed in claim 1, wherein the bottom plates corresponding to both sides of the water baffle extend outward for a certain length.
5. The anti-seepage structure of water stop sill table as claimed in claim 1, wherein a plurality of fixing holes are uniformly distributed on the bottom plate corresponding to both sides of the water baffle plate, so as to fix the bottom plate on the steel bars of the main floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121378108.6U CN214784859U (en) | 2021-06-21 | 2021-06-21 | Stagnant water bank platform seepage prevention structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121378108.6U CN214784859U (en) | 2021-06-21 | 2021-06-21 | Stagnant water bank platform seepage prevention structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214784859U true CN214784859U (en) | 2021-11-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121378108.6U Active CN214784859U (en) | 2021-06-21 | 2021-06-21 | Stagnant water bank platform seepage prevention structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN214784859U (en) |
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2021
- 2021-06-21 CN CN202121378108.6U patent/CN214784859U/en active Active
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