A waterproof construction method for strengthening the waterproof wing plate portion of a wall casing
By welding steel plates, main ribs, installation of reinforcement ribs and applying waterproof coating around the wing ring of the through-wall casing, a multi-layer waterproof structure is formed, which solves the problem of unqualified casting at the casing connection and improves the waterproof effect.
Patent Information
- Application Number
- CN202211514103.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2022-11-29
- Publication Date
- 2025-08-12
- Estimated Expiration
- 2042-11-29
AI Technical Summary
The concrete at the connection of the wall casing is easily affected by pouring, causing the pouring to be unqualified, especially the concrete components on the water surface are prone to cracking and seeping, and the effect of traditional waterproof wing rings is reduced by half.
A multi-layer waterproof structured method is adopted, including welding steel plates on the lateral side of the wing ring, welding the main ribs of the component to the wing ring, installing hole reinforcement ribs and stirrups, and applying anti-rust paint and waterproof paint to the surface of the casing to form a triple waterproof effect.
The waterproof effect is enhanced, and the concrete components are cracked and seeped, and the water-stop effect is achieved similar to that of the water-stop steel plate, ensuring the close integration of the waterproof casing and the wall.
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Figure CN115899385B_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of waterproofing of wall bushings, and particularly relates to a waterproofing construction method for strengthening the waterproofing wing plate portion of a wall bushing. Background Art
[0002] Wall bushings are primarily used in basement construction. Whether rigid or flexible, they all have a key component: the waterproof wing ring. These wing rings are crucial. During installation, they are embedded directly into the wall, creating a tighter connection between the waterproof bushing and the wall stop, ensuring a more stable and secure fit, preventing leaks between the bushing and the wall stop.
[0003] During production, the first step is to select the desired location for the wing ring. The wing ring is then placed on the sleeve at the specified location. The spot welding is then used to secure the wing ring. The sleeve and wing ring are then welded together, ensuring a uniform weld. During the welding process, long pauses are not permitted to prevent uneven heat from causing localized deformation of the pipe.
[0004] Reference document CN106812324A describes a method for adding wall sleeves to basement exterior walls, using waterproofing strips to achieve a waterproof seal. However, because the structure involves reinforcing secondary pouring to prevent water seepage, no changes are made to the wing rings. Furthermore, secondary pouring can still easily cause cracking and water seepage in basement concrete components, especially cracking on the water-facing concrete components, which can halve the effectiveness of traditional waterproof wing rings. Summary of the Invention
[0005] The technical problem to be solved by the present invention is to overcome the technical problem that the concrete at the connection of the wall sleeve is easily impacted by pouring and thus fails to be poured properly by adopting a multi-layer waterproof structure.
[0006] In order to solve the above technical problems, the inventors have come up with the technical solution of the present invention through practice and summary. The present invention discloses a waterproof construction method for strengthening the waterproof wing plate portion of the wall sleeve, comprising the following steps:
[0007] Step 1: Welding steel plates
[0008] Install the wall sleeve in the waterproof opening. The wall sleeve includes a main pipe and a wing ring. There are multiple sets of main pipes. Check whether the material and specifications of the wall sleeves entering the site meet the design drawings and specifications. After passing the inspection, weld steel plates along the side edges of the wing rings. The thickness of the steel plates should not be less than that of the wing rings, and the width of the steel plates should not be less than 3cm. The welding method is double-sided full welding.
[0009] Step 2: Welding the main reinforcement of the component to the wing ring
[0010] After temporarily fixing the wall sleeve at the designated position in the design drawing, use short steel bars to weld it to the wing ring and the main reinforcement of the component, and there should be no less than 3 welding points on each short steel bar;
[0011] Step 3: Install the hole reinforcement and check
[0012] After the wall sleeve is reinforced, install the hole reinforcement outside the waterproof hole and weld it to the main reinforcement of the component. Then install the stirrups inside the waterproof hole and check whether the hole reinforcement and stirrups are properly installed to ensure the bearing strength of the hole reinforcement.
[0013] Step 4: Apply anti-rust paint and waterproof coating to the wall casing
[0014] After the installation and reinforcement of the wall sleeve is completed, the surface is cleaned, and then the surface of the wall sleeve and the wing ring is painted with anti-rust paint. After the anti-rust paint solidifies, waterproof paint is applied to form a triple waterproof effect;
[0015] Step 5: Pour concrete
[0016] After all the above work is completed, you can pour concrete and strengthen the concrete vibration around the wall sleeve to ensure that there is no honeycombed surface or missing reinforcement in the concrete around the wall sleeve.
[0017] In a further technical solution, the cross section of the steel plate is suitable for being inclined toward one side of the water-stopping direction.
[0018] In a further technical solution, short steel bars are provided on both sides of the wing ring, with four groups provided on each side and distributed in a rectangular shape.
[0019] In a further technical solution, an external closing member is installed on the outside of the stirrup, and the external closing member includes two groups of movable splints, which are respectively connected to the top of the stirrup.
[0020] In a further technical solution, the external closing member includes an external connecting plate, which is provided in two groups and has a connecting port installed on the top. A connecting rod is installed between the connecting ports, and the connecting rod is a threaded rod. The movable splint includes a connecting portion, which is suitable for sliding on the connecting rod, and the connecting rod is suitable for passing through the main reinforcement of two groups of adjacent components.
[0021] In a further technical solution, the outer connecting plate is a thin-walled plate with a thickness of 2 to 3 mm.
[0022] Compared with the prior art, the present invention can achieve the following technical effects:
[0023] Compared with the prior art, the present invention increases the waterproof surface of the wing ring toward the water-stopping direction in order to achieve a water-stopping effect, and after the wall sleeve and the main reinforcement of the component are installed, the surface of the sleeve and the wing ring is painted with waterproof paint to form a triple waterproof effect. By adopting the above technical solution, the wall sleeve constructed through the above steps has an increased waterproof area and water-stopping direction due to the addition of the wall sleeve wing ring, and the waterproof paint is applied to the surface of the wall sleeve. Therefore, even if the wall sleeve of the water-facing concrete component is cracked, water will not easily seep in. The waterproof surface and water-stopping direction of the wing ring form a water-stopping effect similar to that of a water-stopping steel plate. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, for ordinary technicians in this field, other drawings can be obtained based on these drawings without any creative work.
[0025] Figure 1 This is a structural diagram of Example 1 of the present invention;
[0026] Figure 2 It is a front view of embodiment 1 of the present invention;
[0027] Figure 3 A side view of embodiment 1 of the present invention;
[0028] Figure 4 This is a side view of embodiment 2 of the present invention.
[0029] In the figure: 1. Wall sleeve; 2. Wing ring; 3. Steel plate; 4. Short steel bar; 5. Stirrups; 6. Opening reinforcement; 7. Movable splint; 8. External connecting plate; 9. Main reinforcement of the component; 10. Connecting rod. DETAILED DESCRIPTION
[0030] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.
[0031] The application principle of the present invention will be further described below with reference to the accompanying drawings and specific embodiments.
[0032] Example 1
[0033] like Figures 1 to 3 As shown in FIG. 1 , an embodiment of the present invention is a method for strengthening the waterproof construction of the waterproof wing plate portion of the wall sleeve, comprising the following steps:
[0034] Step 1: Welding steel plate 3
[0035] Install the wall sleeve 1 in the waterproof opening. The wall sleeve 1 includes a main pipe and a wing ring 2. There are multiple groups of main pipes. Check whether the material and specifications of the wall sleeve 1 entering the site meet the design drawings and specification requirements. After passing the inspection, weld the steel plate 3 along the edge line around the lateral side of the wing ring 2. The thickness of the steel plate 3 is not less than the thickness of the wing ring 2, and the width of the steel plate 3 is not less than 3cm. The welding method adopts double-sided full welding;
[0036] Step 2: Welding the main reinforcement 9 to the wing ring 2
[0037] After temporarily fixing the wall sleeve 1 at the position specified in the design drawing, use short steel bars 4 to weld it to the wing ring 2 and to the main reinforcement 9 of the component, and there should be no less than 3 welding points on each short steel bar 4;
[0038] Step 3: Install the hole reinforcement 6 and check
[0039] After the wall sleeve 1 is reinforced, the hole reinforcement 6 is installed outside the waterproof hole and welded to the main reinforcement 9 of the component. Then, the stirrups 5 are installed inside the waterproof hole, and the hole reinforcement 6 and stirrups 5 are checked to see if they are properly installed to ensure the bearing strength of the hole reinforcement.
[0040] Step 4: Apply anti-rust paint and waterproof paint to the wall casing 1
[0041] After the installation and reinforcement of the wall sleeve 1 is completed, the surface is cleaned, and then the surface of the wall sleeve 1 and the wing ring 2 is painted with anti-rust paint. After the anti-rust paint solidifies, waterproof paint is continued to be applied to form a triple waterproof effect;
[0042] Step 5: Pour concrete
[0043] After all the above work is completed, concrete can be poured and the concrete vibration around the wall sleeve 1 should be strengthened to ensure that there is no honeycomb surface or missing reinforcement around the wall sleeve 1.
[0044] In a further technical solution, the cross section of the steel plate 3 is adapted to be inclined toward the water-stopping direction.
[0045] In a further technical solution, short steel bars 4 are respectively provided on both sides of the wing ring 2, with four groups provided on each side and distributed in a rectangular shape.
[0046] Example 2
[0047] like Figure 4The figure shows another embodiment of the present invention. Based on Example 1, in order to enhance the actual anti-seepage structure, an external closure member is installed on the outside of the stirrup 5. The external closure member includes a movable splint 7, which is provided in two groups and is respectively connected to the top of the stirrup 5. The external closure member includes an external connecting plate 8, which is provided in two groups and has a connection port installed on the top. A connecting rod 10 is installed between the connection ports. The connecting rod 10 is a threaded rod. The movable splint 7 includes a connecting portion, which is suitable for sliding on the connecting rod 10. The connecting rod 10 is suitable for passing through two groups of adjacent component main bars 9. The external connecting plate 8 is a thin-walled plate with a thickness of 2 to 3 mm.
[0048] It will be apparent to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above and that the invention can be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. Therefore, the embodiments should be considered in all respects as illustrative and non-restrictive, and the scope of the invention is defined by the appended claims rather than the foregoing description, and it is intended that all variations that come within the meaning and range of equivalents of the claims be embraced therein.
[0049] In addition, it should be understood that although this specification is described in terms of implementation methods, not every implementation method contains only one independent technical solution. This narrative method of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment can also be appropriately combined to form other implementation methods that can be understood by those skilled in the art.
Claims
1. A waterproof construction method for strengthening the waterproof wing plate of a wall bushing, characterized in that: The following steps are involved: Step 1: Welding steel plates (3) A wall bushing (1) is installed in the waterproof opening. The wall bushing (1) includes a main body pipe and a wing ring (2). The main body pipe is provided with multiple groups. The material and specification of the wall bushing (1) entering the site are checked to see whether they meet the design drawing and specification requirements. After the inspection is qualified, a steel plate (3) is welded along the edge line around the lateral side of the wing ring (2). The thickness of the steel plate (3) is not less than the thickness of the wing ring (2). The width of the steel plate (3) is not less than 3 cm. The welding method adopts double-sided full welding. Step 2: Welding the main reinforcement (9) and the wing ring (2) After temporarily fixing the wall sleeve (1) at the designated position in the design drawing, short steel bars (4) are welded to the wing ring (2) and to the main reinforcement (9) of the component, and the number of welding points on each short steel bar (4) is not less than 3; Step 3: Install the hole reinforcement (6) and check After the wall sleeve (1) is reinforced, the hole reinforcement (6) is installed outside the waterproof hole and welded to the main reinforcement (9) of the component. Then, the stirrups (5) are installed inside the waterproof hole, and the hole reinforcement (6) and stirrups (5) are checked to see if they are properly installed to ensure the bearing strength of the hole reinforcement. An external closing member is installed on the outside of the stirrup (5), and the external closing member includes a movable splint (7). Two groups of movable splints (7) are provided and are respectively connected to the top of the stirrup (5); The outer closing member comprises an outer connecting plate (8), two groups of the outer connecting plates (8) are provided, and a connecting port is installed on the top of each of the connecting plates, a connecting rod (10) is installed between the connecting ports, and the connecting rod (10) is a threaded rod, and the movable clamping plate (7) comprises a connecting portion, and the connecting portion is suitable for sliding on the connecting rod (10), and the connecting rod (10) is suitable for passing through the main reinforcement (9) of two groups of adjacent components; Step 4: Apply anti-rust paint and waterproof coating to the wall casing (1) After the installation and reinforcement of the wall sleeve (1) is completed, the surface is cleaned, and then the surface of the wall sleeve (1) and the wing ring (2) is painted with anti-rust paint. After the anti-rust paint solidifies, waterproof paint is continued to be painted to form a triple waterproof effect; Step 5: Pour concrete After all the above work is completed, concrete can be poured, and the concrete around the wall sleeve (1) is strengthened and vibrated to ensure that the concrete around the wall sleeve (1) has no honeycomb surface or reinforcement leakage.
2. A waterproof construction method for strengthening the waterproof wing plate portion of a wall bushing according to claim 1, characterized in that: The cross section of the steel plate (3) is suitable for being inclined toward one side of the water-stopping direction.
3. A waterproof construction method for reinforcing the waterproof wing plate portion of a wall bushing according to claim 1, characterized in that: Short steel bars (4) are respectively provided on both sides of the wing ring (2), with four groups provided on each side and distributed in a rectangular shape.
4. A waterproof construction method for strengthening the waterproof wing plate portion of a wall bushing according to claim 1, characterized in that: The outer connecting plate (8) is a thin-walled plate with a thickness of 2 to 3 mm.
Citation Information
Patent Citations
Method for increasing wall bushings to basement exterior walls
CN106812324A
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CN105909879A
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