CN219638142U - Water stop sill anti-seepage structure - Google Patents
Water stop sill anti-seepage structure Download PDFInfo
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- CN219638142U CN219638142U CN202320605860.2U CN202320605860U CN219638142U CN 219638142 U CN219638142 U CN 219638142U CN 202320605860 U CN202320605860 U CN 202320605860U CN 219638142 U CN219638142 U CN 219638142U
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- seepage
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 95
- 230000002265 prevention Effects 0.000 claims description 18
- 238000009434 installation Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000003405 preventing effect Effects 0.000 description 6
- 230000002457 bidirectional effect Effects 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 241001553290 Euphorbia antisyphilitica Species 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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Abstract
The utility model discloses a water stop sill anti-seepage structure which comprises a floor slab structure, wherein sill concrete is arranged at the top end of the floor slab structure, an anti-seepage structure is arranged in the floor slab structure, the floor slab structure comprises main body floor slab concrete, the anti-seepage structure comprises an upper bottom plate and a lower bottom plate, and the anti-seepage structure is fixedly connected with the main body floor slab concrete of the floor slab structure through concrete mainly through the upper bottom plate and the lower bottom plate. The beneficial effects are that: according to the utility model, through the floor slab structure, the candel concrete and the seepage-proofing structure, the bonding strength of the seepage-proofing structure and the main body floor slab can be improved, meanwhile, the seepage-proofing structure is improved by a certain structural strength, and the two-way seepage-proofing structural design is carried out, so that the seepage-proofing structure can be carried out on the floor slabs at two sides, and the seepage-proofing capability is improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a water stop sill seepage prevention structure.
Background
In building construction, in order to ensure the waterproof effect of a multi-water room such as a bathroom, a kitchen and the like, a water stop sill with the height of 150mm is generally arranged on a wall of the bathroom, the kitchen and the like during design.
At present, the water stop abutment is generally cast in the main body structure (comprising a main body floor slab and a main body beam) and then is secondarily cast on the basis of the main body structure during actual construction, so that although the construction is convenient, the integrity is poor, and the leakage phenomenon is easily caused at the joint of the secondarily cast water stop abutment concrete and the main body floor slab concrete due to the fact that the joint is not compact.
The bulletin number is: the utility model provides a stagnant water candid and bench seepage prevention structure of CN 214784859U, includes main part floor concrete and stagnant water candid and bench concrete, stagnant water candid and bench concrete placement is at main part floor concrete upper surface, including the impervious member, the impervious member includes the bottom plate that the level set up and the breakwater of vertical setting, the fixed setting of breakwater lower side limit is 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 is in stagnant water candid and bench concrete and breakwater length corresponds with stagnant water candid length, and the bottom plate setting is in main part floor concrete. The seepage prevention structure can effectively prevent water from leaking from the joint of the water stop abutment concrete and the main body floor slab concrete, and improves the waterproof effect of the water stop abutment.
However, the water folding plate of the water stopping and seepage preventing structure is of a one-way design, so that the seepage preventing capability is better for the one-way seepage preventing effect, but the two-way seepage preventing effect is limited, the opposite main body floor slab cannot be effectively waterproof, the two-way seepage preventing effect is lower in occurrence probability, but the using time of the house main body is longer, and the possibility of the two-way seepage preventing effect is still higher in the longer using time.
For the problems in the related art, no effective solution has been proposed at present.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides a water stop sill anti-seepage structure which has the function of improving the bidirectional anti-seepage capability of the sill, thereby solving the problems in the prior art.
In order to achieve the above-mentioned improvement of the bi-directional seepage-proofing capability of the sill, the utility model adopts the following specific technical scheme:
the utility model provides a stagnant water candela seepage prevention structure, includes the floor structure, the top of floor structure is equipped with candela concrete, the inside of floor structure is equipped with seepage prevention structure, the floor structure includes main part floor concrete, seepage prevention structure includes upper plate, lower plate, seepage prevention structure is mainly through upper plate and lower plate with the floor structure main part floor concrete passes through concrete fixed connection.
Further, the floor structure is the floor main part, and the buffering angle that is equipped with can prevent to lead to the fact remaining the water stain between floor structure and the candel platform concrete after the water level descends, the floor structure includes main part floor concrete, buffering angle, the top of main part floor concrete is equipped with buffering angle.
Further, the candelilla concrete is mainly used waterproof, the seepage prevention structure includes upper plate, lower plate, connecting hole, support frame, breakwater, book water board, backup pad, the bottom of upper plate is equipped with the lower plate, the upper plate with be equipped with the support frame between the lower plate, the upper plate with the connecting hole has all been seted up on the lower plate, the top of upper plate is equipped with the breakwater, the top of breakwater is equipped with books water board, one side of breakwater is equipped with the backup pad.
Further, the seepage prevention structure can effectively prevent water from penetrating into adjacent rooms through concrete, and can perform bidirectional seepage prevention, the water baffle and the water folding plate are provided with two groups, the two groups of water baffles are symmetrical to the installation direction of the water folding plate, and the water baffle is connected with the water folding plate through the supporting plate.
Further, the upper bottom plate is connected with the lower bottom plate through the supporting frame.
Further, the included angle between the water folding plate and the water blocking plate is 120 degrees.
Further, the upper bottom plate, the lower bottom plate, the support frame, the water baffle, the water folding plate and the support plate are of an integrated structure.
Compared with the prior art, the utility model provides the water stop sill anti-seepage structure, which has the following beneficial effects:
according to the utility model, through the floor slab structure, the candel concrete and the seepage-proofing structure, the bonding strength of the seepage-proofing structure and the main body floor slab can be improved, meanwhile, the seepage-proofing structure is improved by a certain structural strength, and the two-way seepage-proofing structural design is carried out, so that the seepage-proofing structure can be carried out on the floor slabs at two sides, and the seepage-proofing capability is improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic main structure of a water stop sill seepage control structure according to an embodiment of the present utility model;
FIG. 2 is a schematic diagram of an impermeable structure of a water stop sill impermeable structure according to an embodiment of the present utility model.
In the figure:
1. a floor structure; 101. main body floor slab concrete; 102. buffer angle; 2. candel concrete; 3. an impermeable structure; 301. an upper base plate; 302. a lower base plate; 303. a connection hole; 304. a support frame; 305. a water baffle; 306. a water folding plate; 307. and a support plate.
Detailed Description
For the purpose of further illustrating the various embodiments, the present utility model provides the accompanying drawings, which are a part of the disclosure of the present utility model, and which are mainly used to illustrate the embodiments and, together with the description, serve to explain the principles of the embodiments, and with reference to these descriptions, one skilled in the art will recognize other possible implementations and advantages of the present utility model, wherein elements are not drawn to scale, and like reference numerals are generally used to designate like elements.
The utility model will now be further described with reference to the drawings and the specific embodiments, as shown in fig. 1-2, comprising a floor structure 1, wherein the top end of the floor structure 1 is provided with a sill concrete 2, the inside of the floor structure 1 is provided with an impermeable structure 3, the floor structure 1 comprises a main body floor concrete 101, the impermeable structure 3 comprises an upper bottom plate 301 and a lower bottom plate 302, and the impermeable structure 3 is mainly fixedly connected with the main body floor concrete 101 of the floor structure 1 through the upper bottom plate 301 and the lower bottom plate 302 through concrete.
The floor structure 1 is a floor main body, and the buffer angle 102 can prevent residual water stain between the floor structure 1 and the sill concrete 2 caused by the falling water level;
the candel concrete 2 is mainly used for waterproofing;
the seepage-proofing structure 3 can effectively prevent water from penetrating into adjacent rooms through concrete, and can perform bidirectional seepage proofing.
The floor structure 1 comprises main body floor concrete 101 and buffer angles 102, wherein the buffer angles 102 are arranged at the top ends of the main body floor concrete 101.
The main body floor concrete 101 of the floor structure 1 is put into the seepage-proofing structure 3 when not solidified, then the ridge concrete 2 is formed by pouring at the top, the buffer angle 102 is added between the two sides of the ridge concrete 2 and the main body floor concrete 101, so that water stains are convenient to remain in the included angle between the main body floor concrete 101 and the ridge concrete 2, the residual time of the water stains is reduced, and the risk of water seepage is reduced.
The seepage-proofing structure 3 comprises an upper base plate 301, a lower base plate 302, connecting holes 303, a supporting frame 304, a water baffle 305, a water baffle 306 and a supporting plate 307, wherein the lower base plate 302 is arranged at the bottom end of the upper base plate 301, the supporting frame 304 is arranged between the upper base plate 301 and the lower base plate 302, the connecting holes 303 are formed in the upper base plate 301 and the lower base plate 302, the water baffle 305 is arranged at the top end of the upper base plate 301, the water baffle 306 is arranged at the top end of the water baffle 305, and the supporting plate 307 is arranged at one side of the water baffle 305.
The distance between the upper base plate 301 and the lower base plate 302 of the seepage-proofing structure 3 is 50mm, the thicknesses of the base plate, the water baffle plates 305 and the water folding plates 306 are 5mm, the distance between the two groups of water baffle plates 305 is 60mm, the seepage-proofing structure 3 can play a better bidirectional seepage-proofing function between the main body floor slab concrete 101, the infiltrated water body can be prevented from entering adjacent rooms, the risk of infiltration is reduced, and the moistureproof and seepage-proofing capacity of the rooms is improved.
The two groups of water baffles 305 and the water folding plates 306 are arranged together, the two groups of water baffles 305 and the water folding plates 306 are symmetrical in installation direction, and the water baffles 305 and the water folding plates 306 are connected through the supporting plates 307.
The upper base plate 301 and the lower base plate 302 are connected by a supporting frame 304.
The included angle between the baffle 306 and the water deflector 305 is 120 °.
The upper base plate 301, the lower base plate 302, the supporting frame 304, the water baffle 305, the water baffle 306 and the supporting plate 307 are integrated.
In order to facilitate understanding of the above technical solutions of the present utility model, the following describes in detail the working principle or operation manner of the present utility model in the actual process.
In summary, by means of the above technical scheme of the present utility model, the anti-seepage structure 3 is placed in the main body floor slab concrete 101 of the floor slab structure 1 when not solidified, then the sill concrete 2 is formed by pouring at the top end, the buffer angle 102 is added between the two sides of the sill concrete 2 and the main body floor slab concrete 101, so that water stains are convenient to remain in the included angle between the main body floor slab concrete 101 and the sill concrete 2, the residual time of the water stains is reduced, the risk of water seepage is reduced, the distance between the upper bottom plate 301 and the lower bottom plate 302 of the anti-seepage structure 3 is 50mm, the thicknesses of the bottom plate, the water baffle 305 and the water baffle 306 are all 5mm, the distance between the two groups of water baffle 305 is 60mm, the anti-seepage structure 3 can play a better bidirectional anti-seepage function between the main body floor slab concrete 101, the water seepage risk can be prevented from entering adjacent rooms, and the dampproof anti-seepage capability of the rooms is improved.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (7)
1. The utility model provides a stagnant water candela seepage prevention structure, its characterized in that, includes floor structure (1), the top of floor structure (1) is equipped with candela concrete (2), the inside of floor structure (1) is equipped with seepage prevention structure (3), floor structure (1) include main part floor concrete (101), seepage prevention structure (3) include upper plate (301), lower plate (302), seepage prevention structure (3) are mainly through upper plate (301) and lower plate (302) with main part floor concrete (101) of floor structure (1) pass through concrete fixed connection.
2. The water stop sill seepage prevention structure according to claim 1, wherein the floor structure (1) comprises main body floor concrete (101) and buffer angles (102), and the top end of the main body floor concrete (101) is provided with the buffer angles (102).
3. The water stop sill anti-seepage structure according to claim 2, wherein the anti-seepage structure (3) comprises an upper base plate (301), a lower base plate (302), connecting holes (303), a supporting frame (304), a water baffle (305), a water baffle (306) and a supporting plate (307), the lower base plate (302) is arranged at the bottom end of the upper base plate (301), the supporting frame (304) is arranged between the upper base plate (301) and the lower base plate (302), the connecting holes (303) are formed in the upper base plate (301) and the lower base plate (302), the water baffle (305) is arranged at the top end of the upper base plate (301), the water baffle (306) is arranged at the top end of the water baffle (305), and the supporting plate (307) is arranged at one side of the water baffle (305).
4. A water stop sill anti-seepage structure according to claim 3, wherein two groups of water stop plates (305) and water folding plates (306) are arranged together, the two groups of water stop plates (305) and the water folding plates (306) are symmetrical in installation direction, and the water stop plates (305) and the water folding plates (306) are connected through the supporting plates (307).
5. The water stop sill seepage prevention structure according to claim 4, wherein the upper base plate (301) and the lower base plate (302) are connected through the supporting frame (304).
6. The water stop sill seepage prevention structure according to claim 5, wherein an included angle between the water deflector (306) and the water deflector (305) is (120) °.
7. The water stop sill seepage prevention structure according to claim 6, wherein the upper base plate (301), the lower base plate (302), the supporting frame (304), the water baffle (305), the water baffle (306) and the supporting plate (307) are integrated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320605860.2U CN219638142U (en) | 2023-03-24 | 2023-03-24 | Water stop sill anti-seepage structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320605860.2U CN219638142U (en) | 2023-03-24 | 2023-03-24 | Water stop sill anti-seepage structure |
Publications (1)
Publication Number | Publication Date |
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CN219638142U true CN219638142U (en) | 2023-09-05 |
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CN202320605860.2U Active CN219638142U (en) | 2023-03-24 | 2023-03-24 | Water stop sill anti-seepage structure |
Country Status (1)
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CN (1) | CN219638142U (en) |
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2023
- 2023-03-24 CN CN202320605860.2U patent/CN219638142U/en active Active
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