Anti-seepage wall structure for water plant engineering construction
By embedding water-stopping components in the pool walls and using a waterproof coating layer, the seepage problem at the expansion joints was solved, improving the water-proof performance of the pool walls and enhancing the connection strength and density.
Patent Information
- Application Number
- CN202423062566.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-12
- Publication Date
- 2025-11-18
- Estimated Expiration
- 2034-12-12
AI Technical Summary
Expansion joints in the walls of the pool are prone to seepage channels, affecting the waterproofing performance. Existing waterproof coatings also suffer from aging, peeling, and uneven application.
Water-stopping components, including water-stopping steel plates and water-swellable rubber plates, are embedded in reinforced concrete walls. Corrugated sections are used to cover expansion joints and are tied to steel mesh for fixation. Vibration equipment and waterproof coating layers are combined to improve water-proof performance.
It effectively prevents water from seeping along expansion joints, enhances connection strength, improves the waterproof performance of the wall, reduces gaps, increases the density of concrete, and ensures the effectiveness of the waterproof coating layer.
Smart Images
Figure CN223562345U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The application relates to the technical field of water conservancy projects, in particular to a water plant engineering construction anti-seepage wall structure. BACKGROUND
[0002] In water plant engineering construction, the anti-seepage of the pool wall is a very important problem. At the same time, due to the large area of the pool wall, the vertical expansion joint is usually arranged on the wall of the pool to prevent the structural damage of the pool wall caused by temperature changes, foundation settlement and the like.
[0003] Due to the different pouring time of the wall on both sides of the expansion joint, the seepage channel for water seepage is easily formed in the expansion joint, thereby affecting the anti-seepage performance of the wall.
[0004] In the prior art, the waterproof coating layer is brushed on the inner wall of the wall to cover the expansion joint, so that the water body is prevented from seeping into the expansion joint, thereby improving the anti-seepage performance of the wall. However, the aging, falling and uneven brushing of the waterproof coating layer affect the anti-seepage performance of the wall. CONTENT OF THE UTILITY MODEL
[0005] In order to improve the anti-seepage performance of the pool wall in the water conservancy project, the application provides a water plant engineering construction anti-seepage wall structure.
[0006] The application provides a water plant engineering construction anti-seepage wall structure, which adopts the following technical scheme:
[0007] The water plant engineering construction anti-seepage wall structure comprises a reinforced concrete wall and a water stop piece, a vertical steel mesh is embedded in the reinforced concrete wall, the reinforced concrete wall is divided into a first reinforced concrete wall and a second reinforced concrete wall, and an expansion joint is arranged between the first reinforced concrete wall and the second reinforced concrete wall; the water stop piece is embedded in the reinforced concrete wall, and the vertical projection of the water stop piece covers the expansion joint; the water stop piece comprises a water stop steel plate, the water stop steel plate comprises a wave section and two straight sections, the two straight sections are arranged on both sides of the wave section, the vertical projection surface of the wave section covers the expansion joint, the straight sections are provided with mounting holes, and the straight sections are fixed to the steel mesh through the mounting holes.
[0008] By adopting the above technical scheme, the water stop piece is embedded in the reinforced concrete wall, and the water stop piece is used to prevent the water body from seeping along the direction of the expansion joint, so that the anti-seepage performance of the wall is improved.
[0009] The vertical projection of the wave section of the water stop steel plate covers the expansion joint, the wave section has a larger engagement effect with the concrete, thereby improving the connection strength of the wave section and the concrete, reducing the gap between the water stop steel plate and the concrete, and improving the water-proof performance of the wall in the expansion joint area.
[0010] Optionally, the water stop member further comprises a water-swelling rubber plate, the water-swelling rubber plate is fixedly arranged on the water stop steel plate close to the water-facing side, and the vertical projection of the water-swelling rubber plate covers the expansion joint.
[0011] By adopting the above technical scheme, the water-swelling rubber plates on both sides of the water stop steel plate swell when encountering water, so that the water stop member is tightly abutted with the concrete, thereby improving the water-proof performance of the wall in the expansion area.
[0012] Optionally, a plurality of communication holes are formed in the water stop steel plate, the communication holes are used for passing the concrete, and an avoiding distance is arranged between the communication holes and the expansion joint.
[0013] By adopting the above technical scheme, the communication holes are arranged on the water stop steel plate, so as to improve the engagement strength between the water stop steel plate and the concrete, reduce the gap between the water stop steel plate and the concrete, and improve the water-proof effect of the water stop steel plate.
[0014] Optionally, the distance between the communication hole and the expansion joint is not less than 8 mm.
[0015] By adopting the above technical scheme, the distance between the communication hole and the expansion joint is not less than 8 mm, so as to ensure the protection effect of the water stop steel plate on the expansion joint.
[0016] Optionally, the water stop member further comprises a plurality of spoiler rods, the spoiler rods are fixedly arranged on the water stop steel plate close to the water-facing side, and an avoiding gap is arranged between the spoiler rods and the water-facing side of the reinforced concrete wall.
[0017] By adopting the above technical scheme, when the staff pours the reinforced concrete wall, the staff can abut the vibration equipment with the water stop steel plate, the water stop steel plate and the spoiler rod vibrate to vibrate the concrete between the water stop steel plate and the water-facing side formwork, improve the compactness of the concrete close to the water-facing side of the water stop steel plate, and improve the self-water-proof performance of the reinforced concrete wall.
[0018] Optionally, a spring member is further arranged, one end of the spring member is fixedly connected with the water stop steel plate, the other end of the spring member is fixedly connected with the steel mesh, and an avoiding gap is arranged between the water stop steel plate and the steel mesh.
[0019] By adopting the above technical scheme, the spring is arranged between the water stop steel plate and the steel mesh, so as to facilitate the vibration of the water stop steel plate and the spoiler rod, and improve the vibrating effect of the concrete.
[0020] Optionally, the water-facing surface of the reinforced concrete wall is provided with a receiving groove, the receiving groove is arranged vertically, and the vertical projection of the receiving groove covers the expansion joint; the sidewall of the receiving groove is coated with a waterproof coating layer.
[0021] By adopting the above technical solution, a waterproof coating layer is applied to the outer perimeter of the expansion joint to further improve the water-proof performance of the wall.
[0022] Optionally, at least two layers of the waterproof coating are provided along the direction away from the bottom wall of the groove that accommodates the groove.
[0023] By adopting the above technical solution, a waterproof coating layer is formed by brushing, ensuring the waterproof performance of the coating layer and improving the water-proof performance of the wall.
[0024] In summary, this application includes at least one of the following beneficial technical effects:
[0025] 1. By embedding water-stopping components in reinforced concrete walls, water can be prevented from seeping along the expansion joints, thereby improving the waterproofing performance of the walls.
[0026] 2. The water-swellable rubber sheets on both sides of the water-stop steel plate will expand when exposed to water, so that the water-stop component can be tightly pressed against the concrete to improve the waterproof performance of the wall in the expansion and contraction zone.
[0027] 3. When workers are pouring reinforced concrete walls, they can put the vibrating equipment into contact with the waterstop steel plate. The waterstop steel plate and the baffle rod vibrate to vibrate the concrete between the waterstop steel plate and the water-facing formwork, thereby increasing the density of the concrete on the side of the waterstop steel plate closer to the water-facing side and improving the self-waterproofing performance of the reinforced concrete wall. Attached Figure Description
[0028] Figure 1 This is a schematic diagram of the waterproof wall structure in Example 1.
[0029] Figure 2 yes Figure 1 Enlarged view of point A in the middle.
[0030] Figure 3 This is a schematic diagram of the waterproof wall structure in Example 2.
[0031] Figure 4 yes Figure 3 Enlarged view of point A in the middle.
[0032] Figure 5 This is a schematic diagram of the waterproof wall structure in Example 3.
[0033] Figure 6 yes Figure 5 Enlarged view of point A in the middle.
[0034] Explanation of reference numerals in the attached drawings: 1. Reinforced concrete wall; 11. First reinforced concrete wall; 12. Second reinforced concrete wall; 13. Steel mesh; 14. Expansion joint; 15. Receiving groove; 2. Waterstop; 21. Waterstop steel plate; 211. Wavy section; 212. Straight section; 2121. Mounting hole; 231. Connecting hole; 22. Water-swellable rubber sheet; 23. Deflector bar; 24. Spring component; 3. Waterproof coating layer. Detailed Implementation
[0035] The following is in conjunction with the appendix Figure 1 -6 provides further detailed information about this application.
[0036] This application discloses a seepage-proof wall structure for water plant construction. (Refer to...) Figure 1 and Figure 2 The water plant construction seepage prevention wall structure includes a reinforced concrete wall 1 and a waterstop component 2.
[0037] Reference Figure 1 and Figure 2 A vertical steel mesh 13 is embedded in the reinforced concrete wall 1. The reinforced concrete wall 1 is divided into a first reinforced concrete wall 11 and a second reinforced concrete wall 12. The concrete of the first reinforced concrete wall 11 and the second reinforced concrete wall 12 are poured sequentially, resulting in an expansion joint 14 between the first reinforced concrete wall 11 and the second reinforced concrete wall 12. A waterstop 2 is embedded in the reinforced concrete wall 1, and the vertical projection of the waterstop 2 covers the expansion joint 14.
[0038] Reference Figure 1 and Figure 2 The water-stop component 2 includes a water-stop steel plate 21 and a water-swellable rubber plate 22. The water-stop steel plate 21 includes a corrugated section 211 and a straight section 212. There are two straight sections 212, which are located on both sides of the corrugated section 211. The vertical projection surface of the corrugated section 211 covers the expansion joint 14. The straight section 212 has mounting holes 2121, through which it is tied and fixed to the reinforcing mesh 13. That is, thin iron wires are passed through the mounting holes 2121 to tie and fix the reinforcing mesh 13 to the water-stop steel plate 21. The straight section 212 is tied and fixed to the vertically arranged reinforcing mesh 13 to ensure the verticality of the water-stop steel plate 21 and improve the installation accuracy of the water-stop steel plate 21. The water-stop steel plate 21 has good sealing properties, which allows water to penetrate along the expansion joint 14, thereby improving the self-proof water-seepage performance of the wall. The vertical projection of the wave segment 211 covers the expansion joint 14. The interlocking effect between the wave segment 211 and the concrete is greater, thereby improving the connection strength between the wave segment 211 and the concrete, reducing the gap between the waterstop steel plate 21 and the concrete, and improving the waterproof performance of the wall in the expansion joint 14 area.
[0039] Reference Figure 1 and Figure 2 Water-swellable rubber sheets 22 are fixed on both sides of the waterstop steel plate 21, and their vertical projection covers the expansion joint 14. When the reinforced concrete wall 1 is poured, the water-swellable rubber sheets 22 on both sides of the waterstop steel plate 21 will expand upon contact with water, allowing the waterstop 2 to come into close contact with the concrete, thereby improving the waterproofing performance of the wall in the expansion zone. At the same time, the water-swellable rubber sheets 22 have a certain deformation capacity, so when the first reinforced concrete wall 11 and the second reinforced concrete wall 12 undergo relative deformation due to temperature, foundation settlement, etc., the water-swellable rubber sheets 22 provide deformation space for the deformation of the first reinforced concrete wall 11 and the second reinforced concrete wall 12, thereby reducing the degree of structural damage to the reinforced concrete wall 1 caused by stress concentration.
[0040] Example 2
[0041] The difference between Example 2 and Example 1 is as follows:
[0042] Reference Figure 3 and Figure 4 The waterstop steel plate 21 has several connecting holes 231 for concrete to pass through. A clearance distance of not less than 8mm is provided between the connecting holes 231 and the expansion joint 14. By providing connecting holes 231 on the waterstop steel plate 21, the bonding strength between the waterstop steel plate 21 and the concrete is improved, thereby reducing the gap between the waterstop steel plate 21 and the concrete and enhancing the water-stopping effect of the waterstop steel plate 21.
[0043] Reference Figure 3 and Figure 4 Meanwhile, the water-stopping component 2 also includes several flow-dispersing rods 23 and spring components 24. Several flow-dispersing rods 23 and spring components 24 are provided, arranged vertically at intervals. The flow-dispersing rods 23 are fixed to the side of the water-facing side of the water-stopping steel plate 21, and a clearance gap is provided between the flow-dispersing rods 23 and the water-facing side of the reinforced concrete wall 1. One end of the spring component 24 is bonded or welded to the water-stopping steel plate 21, and the other end is welded or tied to the reinforcing mesh 13; a clearance gap is provided between the water-stopping steel plate 21 and the reinforcing mesh 13. When workers pour reinforced concrete wall 1, they can put the vibrating device against the waterstop steel plate 21. Under the action of the spring 24, the waterstop steel plate 21 and the baffle rod 23 vibrate to vibrate the concrete between the waterstop steel plate 21 and the water-facing formwork, thereby increasing the density of the concrete on the side of the waterstop steel plate 21 near the water-facing side and improving the self-waterproofing performance of the reinforced concrete wall 1.
[0044] Example 3
[0045] The difference between Example 3 and Example 1 is as follows:
[0046] Reference Figure 5 and Figure 6 The reinforced concrete wall 1 has a receiving groove 15 on its water-facing side. The receiving groove 15 is vertically arranged, and its vertical projection covers the expansion joint 14. The sidewall of the receiving groove 15 is coated with a waterproof coating layer 3. At least two layers of the waterproof coating layer 3 are provided along the direction away from the bottom wall of the receiving groove 15. In this embodiment, the waterproof coating layer 3 has three layers, and the waterproof coating layer 3 is made of polyurethane waterproof coating. Specifically, the worker first applies a red polyurethane waterproof coating, which solidifies to form the first waterproof coating layer 3. Next, a black polyurethane waterproof coating is applied, which solidifies to form the second waterproof coating layer 3. Finally, a white polyurethane waterproof coating is applied, which solidifies to form the third waterproof coating layer 3.
[0047] The implementation principle of a water plant engineering seepage-proof wall structure according to an embodiment of this application is as follows:
[0048] Reference Figure 5 and Figure 6 The three-layer waterproof coating 3 is applied using three different colors of polyurethane waterproof coating to ensure the number of coats of the waterproof coating 3, thereby ensuring the waterproof performance of the waterproof coating 3 and improving the water-proof performance of the wall.
[0049] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.
Claims
1. A water plant construction water seepage prevention wall structure, characterized by: The utility model provides a steel reinforced concrete wall (1) and water stop (2), the steel reinforced concrete wall (1) is buried with vertical steel mesh (13), the steel reinforced concrete wall (1) is divided into first steel reinforced concrete wall (11) and second steel reinforced concrete wall (12), and is equipped with expansion joint (14) between first steel reinforced concrete wall (11) and second steel reinforced concrete wall (12), water stop (2) is buried in the steel reinforced concrete wall (1), and the vertical projection of water stop (2) covers expansion joint (14), water stop steel sheet (21) is included in water stop (2), and water stop steel sheet (21) includes wave section (211) and straight section (212), two straight sections (212) are arranged on the both sides of wave section (211), the vertical projection plane of wave section (211) covers expansion joint (14), and the straight section (212) is provided with mounting hole (2121), and the straight section (212) is fixed with steel mesh (13) through mounting hole (2121).
2. The water plant construction water seepage prevention wall structure according to claim 1, characterized by: Water stop (2) further includes water-swelling rubber plate (22), and water-swelling rubber plate (22) is fixed on the side of water stop steel sheet (21) close to the water-facing surface, and the vertical projection of water-swelling rubber plate (22) covers expansion joint (14).
3. The water plant construction water seepage prevention wall structure according to claim 1, characterized by: A plurality of communication holes (231) are formed in the water stop steel sheet (21), and the communication holes (231) are used for allowing concrete to pass through, and an avoidance distance is provided between the communication holes (231) and the expansion joint (14).
4. The water plant construction water seepage prevention wall structure according to claim 3, characterized by: The distance between the communication holes (231) and the expansion joint (14) is not less than 8 mm.
5. The water plant construction water seepage prevention wall structure according to claim 1, characterized by: Water stop (2) further includes a plurality of spoiler rods (23), and the spoiler rods (23) are fixed on the side of the water stop steel sheet (21) close to the water-facing surface, and an avoidance gap is provided between the spoiler rods (23) and the water-facing surface of the steel reinforced concrete wall (1).
6. The water plant construction water seepage prevention wall structure according to claim 5, characterized by: A spring member (24) is further included, one end of the spring member (24) is fixedly connected to the water stop steel sheet (21), and the other end of the spring member (24) is fixedly connected to the steel mesh (13), and an avoidance gap is provided between the water stop steel sheet (21) and the steel mesh (13).
7. The water plant construction water seepage prevention wall structure according to claim 1, characterized by: The water-facing surface of the steel reinforced concrete wall (1) is provided with a receiving groove (15), the receiving groove (15) is vertically arranged, and the vertical projection of the receiving groove (15) covers the expansion joint (14); the groove side wall of the receiving groove (15) is brushed with a waterproof coating layer (3).
8. The water plant construction water seepage prevention wall structure according to claim 7, characterized by: The waterproof coating layer (3) is provided with at least two layers in a direction away from the groove bottom wall of the receiving groove (15).