Embedded toilet reverse ridge waterproof structure
By pre-embedding components on the concrete floor and walls, an anti-crack infrastructure is formed, which solves the leakage problem caused by cold joints during anti-crack construction, and significantly improves the waterproofing effect and stability of anti-crack.
Patent Information
- Application Number
- CN202422027006.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-20
- Publication Date
- 2025-06-17
- Estimated Expiration
- 2034-08-20
AI Technical Summary
The existing anti-crack and waterproof structure is prone to cold joints during construction, resulting in anti-crack and leakage and reducing the waterproofing effect.
Adopting an embedded design, by burying the first embedded part on the concrete floor and inserting the second embedded part into the wall, a slam-resistant basic structure is formed, thereby filling the gap between the anti-corrosion and the concrete floor and the wall, improving the waterproofing effect.
Effectively prevent leakage of the gap between the anti-crack and the concrete floor and wall, and improve the waterproofing effect and stability of the anti-crack.
Smart Images
Figure CN222990933U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the technical field of waterproof structures, and in particular to a pre-embedded waterproof structure for the anti-camber in the bathroom. Background Art
[0002] During the construction process, when constructing the masonry of rooms with waterproof requirements, a 200-mm-high anti-camber is usually set at the bottom for waterproof treatment, such as the anti-camber set in the bathroom.
[0003] Currently, the method for making the anti-camber is to first pour the overall floor with concrete, and then perform secondary pouring on the solidified floor to form the anti-camber. The side wall of the anti-camber abuts against the wall tightly to carry out the anti-camber waterproofing for the room with waterproof requirements.
[0004] However, since the anti-camber is formed by secondary pouring, a natural cold joint will be formed between the anti-camber and the floor solidified after the first pouring due to the reason of concrete pouring. The leakage of the anti-camber often occurs in this weak area, reducing the waterproof effect of the anti-camber. Utility Model Content
[0005] In order to improve the waterproof effect of the anti-camber, this application provides a pre-embedded waterproof structure for the anti-camber in the bathroom.
[0006] The pre-embedded waterproof structure for the anti-camber in the bathroom provided by this application adopts the following technical solutions:
[0007] A pre-embedded waterproof structure for the anti-camber in the bathroom includes an anti-camber arranged on the concrete floor and between the side walls of two groups of walls. There are pre-embedded components arranged on the concrete floor. The pre-embedded components are composed of a first pre-embedded part and second pre-embedded parts vertically arranged at both ends of the first pre-embedded part. The bottom of the first pre-embedded part is pre-embedded into the concrete floor, and the second pre-embedded parts are inserted into the wall body. The anti-camber is poured and arranged on the first pre-embedded part and the second pre-embedded parts.
[0008] By adopting the above technical solutions, through the first pre-embedded part pre-embedded in the concrete floor and the second pre-embedded parts inserted into the wall body, the gaps between the anti-camber and the concrete floor and between the anti-camber and the wall body are waterproofed, thereby improving the waterproof effect of the anti-camber.
[0009] Further, the bottom of the first pre-embedded part is arranged on the steel bar keel in the concrete floor, and the top of the first pre-embedded part is fixedly connected to the steel bar keel in the anti-camber.
[0010] By adopting the above technical solutions, by fixedly connecting the two opposite ends of the first pre-embedded part to the steel bar keels in the concrete floor and the anti-camber respectively, the stability between the anti-camber and the concrete floor is improved.
[0011] Further, the first embedded part is reserved 20 mm above the concrete floor, the second embedded part extends 30 mm into the side wall of the wall, and the first embedded part is located at the central position in the thickness direction of the anti-camber.
[0012] By adopting the above technical solution, the gaps between the anti-camber and the concrete floor and between the anti-camber and the wall are waterproofed, and at the same time, the strength of the anti-camber is ensured, thereby improving the waterproof effect and stability of the anti-camber.
[0013] Further, both the first embedded part and the second embedded part are made of rigid materials and have a water-stop effect.
[0014] By adopting the above technical solution, the formed anti-camber has a rigid water-stop effect.
[0015] Further, a guiding locking block is arranged on the first embedded part. The cross-section of the locking block is an isosceles triangle structure. The top of the first embedded part is arranged on the bottom of the locking block, and the bottom of the first embedded part is located in the middle of the bottom edge of the triangle. The end face of the locking block abuts against the end of the second embedded part far from the wall.
[0016] By adopting the above technical solution, the locking block improves the waterproof effect of the first embedded part and also improves the locking stability between the first embedded part and the anti-camber.
[0017] Further, the concrete floor is provided with roughening treatment to facilitate the pouring of the anti-camber.
[0018] By adopting the above technical solution, the concrete floor is roughened to improve the connection tightness between the anti-camber and the concrete floor.
[0019] Further, a circular arc chamfer is arranged at the junction of the side wall of the anti-camber and the concrete floor.
[0020] By adopting the above technical solution, the circular arc chamfer preliminarily blocks the gap between the anti-camber and the concrete floor, thereby improving the waterproof effect of the anti-camber.
[0021] Further, a waterproof layer is arranged inside the first embedded part, and the waterproof layer is formed by applying waterproof paint on the first embedded part.
[0022] By adopting the above technical solution, the waterproof layer improves the waterproof effect of the first embedded part.
[0023] In summary, the present application includes at least one of the following beneficial technical effects:
[0024] 1. By the first embedded part embedded in the concrete floor and the second embedded part inserted into the wall, the gaps between the anti-camber and the concrete floor and between the anti-camber and the wall are waterproofed, thereby improving the waterproof effect of the anti-camber.
[0025] 2. The waterproof effect of the first embedded part is improved by the locking block, and at the same time, the locking stability between the first embedded part and the anti-camber is also improved. BRIEF DESCRIPTION OF THE DRAWINGS
[0026] Figure 1 is a schematic structural diagram of the anti-camber waterproof structure of Embodiment 1 of the present application, in which the anti-camber waterproof structure is sectioned;
[0027] Figure 2 is Figure 1 the sectional view taken along line A-A in
[0028] Figure 3 is a schematic structural diagram of the anti-camber waterproof structure of Embodiment 2 of the present application, in which the anti-camber waterproof structure is sectioned;
[0029] Figure 4 is Figure 3 the enlarged view of part B in
[0030] Figure 5 is Figure 3 the sectional view taken along line C-C in.
[0031] Reference numerals: 1, concrete floor; 2, wall; 3, anti-camber; 4, embedded component; 41, first embedded part; 42, second embedded part; 5, circular arc chamfer; 6, locking block. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0032] The following further describes the present application in detail with reference to the attached Figures 1-5 drawings.
[0033] The embodiment of the present application discloses a pre-embedded anti-camber waterproof structure for a bathroom.
[0034] Embodiment 1
[0035] Referring to Figure 1 and Figure 2 , a pre-embedded anti-camber waterproof structure for a bathroom includes an anti-camber 3 disposed on the concrete floor 1 and between the side walls of two groups of walls 2. An embedded component 4 is provided on the concrete floor 1. The embedded component 4 is composed of a first embedded part 41 and second embedded parts 42 vertically disposed at both ends of the first embedded part 41. The bottom of the first embedded part 41 is embedded in the concrete floor 1, and the second embedded parts 42 are pre-inserted into the walls 2. The anti-camber 3 is cast on the first embedded part 41 and the second embedded parts 42.
[0036] Referring to Figure 1 and Figure 2, the first embedded part 41 is a strip-shaped plate structure. The length direction of the first embedded plate is parallel to the length direction of the anti-camber 3. The bottom of the first embedded part 41 is embedded in the concrete floor 1. The second embedded plate is a strip-shaped plate structure. The second embedded part 42 is fixedly installed at the end of the first embedded part 41. The length direction of the second embedded part 42 is perpendicular to the length direction of the first embedded part 41. One end of the second embedded part 42 away from the first embedded part 41 is inserted into the wall 2. Two groups of second embedded parts 42 are respectively located at opposite ends of the first embedded part 41 and are inserted into opposite groups of walls 2. Both the first embedded part 41 and the second embedded part 42 are made of rigid materials and have a good water-stop effect. In this embodiment, both the first embedded part 41 and the second embedded part 42 are made of flat iron with a thickness of 1.5 mm.
[0037] Refer to Figure 2 , when the concrete floor 1 is poured, first install the steel bar keel of the concrete floor 1, then weld and install the first embedded part 41 on the steel bar keel, and make the second embedded part 42 inserted into the wall 2, and then pour the concrete floor 1. In this embodiment, 20 mm of the first embedded part 41 is reserved above the concrete floor 1, and the second embedded part 42 extends 30 mm into the wall 2.
[0038] Refer to Figure 1 and Figure 2 , after the concrete floor 1 has solidified, in order to improve the waterproof effect of the first embedded part 41, a waterproof layer is provided on the inner side of the first embedded part 41 to improve the waterproof effect of the first embedded part 41. At the same time, a waterproof layer is also provided on the second embedded part 42. In this embodiment, the waterproof layer is formed after the waterproof coating evenly applied on the first embedded part 41 has solidified.
[0039] Refer to Figure 1 and Figure 2 , before the construction of the anti-camber 3, the ground on the concrete floor 1 for setting the anti-camber 3 is roughened, and the corresponding position of the wall 2 is also roughened. Then, fix and install the steel bar keel of the anti-camber 3 on the concrete floor 1, so that the steel bar keel of the anti-camber 3 is welded and connected to the top of the first embedded part 41, and then carry out the pouring construction of the anti-camber 3. At the same time, both the first embedded part 41 and the second embedded part 42 are located at the central position in the thickness direction of the anti-camber 3.
[0040] Refer to Figure 1 , a circular arc chamfer 5 is provided at the junction of the side wall of the anti-camber 3 and the concrete floor 1, and a waterproof strengthening layer is applied on the side wall of the anti-camber 3 and the circular arc chamfer 5 to improve the waterproof effect of the anti-camber 3.
[0041] The working principle of Embodiment 1 of this application is as follows:
[0042] Through the first embedded part 41 embedded in the concrete floor 1 and the second embedded part 42 inserted into the wall 2, the gaps between the anti-curb 3 and the concrete floor 1 and between the anti-curb 3 and the wall 2 are waterproofed, thereby improving the waterproof effect of the anti-curb 3.
[0043] Embodiment 2
[0044] Refer to Figure 3 、 Figure 4 and Figure 5 In this embodiment, the difference from Embodiment 1 is that a guiding locking block 6 is provided on the first embedded part 41. The cross-section of the locking block 6 is an isosceles triangle structure. The top of the first embedded part 41 is located on the bottom of the locking block 6, and the first embedded part 41 is located at the middle position of the bottom edge of the locking block 6. The end face of the locking block 6 abuts against one end of the second embedded part 42 away from the wall 2. The accumulated water penetrating into the wall 2 is guided to the side away from the first embedded part 41 through the inclined surface at the bottom of the locking block 6. The bottom of the locking block 6 prevents the accumulated water from penetrating upward along the first embedded part 41. At the same time, the locking block 6 locks the first embedded part 41 in the anti-curb 3, improving the stability between the first embedded part 41 and the anti-curb 3. At the same time, a locking block 6 is also provided at one end of the second embedded part 42 away from the concrete floor 1.
[0045] The working principle of Embodiment 2 of this application is as follows:
[0046] The waterproof effect of the first embedded part 41 is improved through the locking block 6, and at the same time, the locking stability between the first embedded part 41 and the anti-curb 3 is also improved.
[0047] The above are all the preferred embodiments of this application. The protection scope of this application is not limited accordingly. Therefore, all equivalent changes made according to the structure, shape, and principle of this application should be covered within the protection scope of this application.
Claims
1. A pre-buried toilet anti-slope waterproof structure, comprising an anti-slope (3) arranged on a concrete floor (1) and located between two sets of wall side walls (2), characterized in that: An embedded component (4) is arranged on the concrete floor (1), and the embedded component (4) is composed of a first embedded part (41) and second embedded parts (42) vertically arranged at both ends of the first embedded part (41), the bottom of the first embedded part (41) is embedded in the concrete floor (1), the second embedded part (42) is inserted into the wall (2), and the counter-ridge (3) is cast and arranged on the first embedded part (41) and the second embedded part (42).
2. The pre-buried toilet anti-slope waterproof structure according to claim 1, characterized in that: The bottom of the first embedded part (41) is arranged on a steel keel in the concrete floor (1), and the top of the first embedded part (41) is fixedly connected to the steel keel in the counter-ridge (3).
3. The pre-buried toilet anti-slope waterproof structure according to claim 2, characterized in that: The first embedded part (41) is reserved 20 mm on the concrete floor (1), the second embedded part (42) extends 30 mm into the side wall of the wall (2), and the first embedded part (41) is located in the center of the thickness direction of the counter-ridge (3).
4. The pre-buried toilet anti-slope waterproof structure according to claim 1, characterized in that: The first embedded part (41) and the second embedded part (42) are both made of rigid material and have a water-stopping effect.
5. The pre-buried toilet anti-slope waterproof structure according to claim 2, characterized in that: A guide locking block (6) is arranged on the first embedded part (41), the cross section of the locking block (6) is an isosceles triangle structure, the top of the first embedded part (41) is arranged on the bottom of the locking block (6) and the bottom of the first embedded part (41) is located in the middle of the bottom side of the triangle, and the end face of the locking block (6) is pressed against the end of the second embedded part (42) away from the wall (2).
6. The pre-buried toilet anti-slope waterproof structure according to claim 1, characterized in that: The concrete floor (1) is provided with a roughening treatment to facilitate the pouring of the counter-ridge (3).
7. The pre-buried toilet anti-slope waterproof structure according to claim 6, characterized in that: A circular arc chamfer (5) is provided at the junction between the side wall of the anti-ridge (3) and the concrete floor (1).
8. The pre-buried toilet anti-slope waterproof structure according to claim 4, characterized in that: A waterproof layer is provided inside the first embedded part (41), and the waterproof layer is formed by applying a waterproof coating on the first embedded part (41).