Construction method of water plant pool wall seepage-proofing system and seepage-proofing system

Abstract

The invention discloses a construction method for an anti-seepage system of a water plant pool wall and the anti-seepage system. The construction method comprises the steps of binding reinforcing steel bars, erecting a concrete formwork, machining triangular wood on site, placing galvanized stainless steel square pipes, pre-burying water stop plates, pouring concrete and removing side formworks. The anti-seepage system comprises vertical steel bars and water stop plates, and the lower portions of the vertical steel bars are bound in the transverse direction and the longitudinal direction through bidirectional steel bars. The vertical steel bars are poured in the concrete to form side walls of the pool; the water stop plate is pre-buried in the concrete; the anti-seepage problem of the reservoir wall can be solved, construction joints on the inner side and the outer side of the concrete wall can be straightened, and favorable conditions can be provided for next concrete construction; slurry leakage or slab staggering can be prevented, and the appearance of poured concrete is neat and attractive.

Description

Technical Field

[0001] The invention belongs to the field of engineering technology, and in particular relates to a construction method for an anti-seepage system of a water plant pool wall and an anti-seepage system. Background Art

[0002] With the construction and development of cities, drinking water is related to people's livelihood. Any city faces the problem of sufficient water supply and safe water diversion. It is necessary to make good location deployment and planning in the design stage, and the anti-seepage system and concrete appearance of the water plant pool must also be done during the construction process.

[0003] A water plant is generally composed of a filter tank, a sedimentation tank, a pre-ozone contact tank, a backwash tank, a clear water tank, etc. The height of the water tank varies with the scale of the water plant treatment, and is generally between 5-15m. It is generally made of normal concrete; and it is necessary to set up formwork multiple times to pour concrete, and there are construction joints. For walls with a large water storage height, the requirements for concrete anti-seepage and construction joint water stopping are higher. How to do a good job in wall appearance construction and concrete entity quality is a requirement for every construction worker.

[0004] In the prior art, the water seepage prevention requirements for the walls of water reservoirs are generally high, especially at the construction joints. Usually, water tank construction is carried out by laying waterstops, but according to construction experience, there are certain leakage problems, which can cause water seepage in the pool wall or even small-scale water gushing. Measures need to be taken to repair it, which brings unnecessary losses to the project. In addition, there will be color differences in the quality and appearance of the repaired water, affecting the appearance of the project. Summary of the invention

[0005] The purpose of the present invention is to provide a water plant water tank wall anti-seepage system construction method and an anti-seepage system to solve the anti-seepage problem of the water tank wall, which is conducive to the straightening of the inner and outer construction joints of the concrete wall, and can provide favorable conditions for the next concrete construction; it can prevent leakage or misalignment, and is conducive to the neat and beautiful appearance of the poured concrete.

[0006] In order to achieve the above object, the present invention adopts the following technical solutions: In a first aspect, the present invention provides a construction method for a water plant water tank wall anti-seepage system, comprising the following steps: Rebar binding: When constructing the bottom slab of the water plant pool, the scope of the building is demarcated according to the survey and setting out, and the position of the reinforcement on the surface of the cushion layer is marked according to the drawings; multiple vertical reinforcements are arranged according to the reinforcement spacing set in the drawings, and the lower parts of the multiple vertical reinforcements are bound in the horizontal and vertical directions with bidirectional reinforcements; Arrange the portion of the vertical steel bars located at the upper part of the side wall of the pool according to the length of the side wall of the pool using a steel bar limiting comb, and set the spacing between adjacent steel bar limiting combs according to the drawing; fix a plurality of the steel bar limiting combs to adjacent scaffolding pipes; adjust the spacing between adjacent vertical steel bars through the scaffolding pipes and the tie bars of the bidirectional steel bars, and install the portion of the vertical steel bars located at the upper part of the side wall of the pool at a position that meets the requirements of the drawing; Setting up concrete formwork: setting up concrete formwork on both sides of the side wall of the pool, and connecting the concrete formwork on both sides by tension bolts; Processing triangular wood on site: Processing wooden boards into triangular wood in the shape of right angle plates, and fixing at least two of the triangular woods at a preset spacing, placing a plurality of the triangular woods on one side of the construction joint before pouring concrete to the pouring height of the side wall of the pool, so that one right angle side of the triangular wood is in close contact with the concrete formwork, and the other right angle side is flush with the concrete pouring surface; controlling the elevation of the lower elevation of the triangular wood, and fixing the triangular wood on the concrete formwork, so that the poured concrete construction joint is on a horizontal line; Placing a galvanized stainless steel square tube: placing a galvanized stainless steel square tube at the construction joint near the water side, and if the thickness of the reinforced concrete protective layer does not meet the preset value requirement, adjusting the thickness of the reinforced concrete protective layer by the galvanized stainless steel square tube so that the thickness of the reinforced concrete protective layer meets the preset value requirement; Embedded water stop plate: embed the water stop plate in advance; Pouring concrete: pouring the concrete to the pouring height of the side wall of the pool; Removing the side formwork: removing the concrete formwork, and removing the triangular wood and the galvanized stainless steel square tube; then roughening the concrete to remove the floating slurry on the concrete surface.

[0007] Preferably, after removing the side formwork, the following steps are also included: Check the waterstop: Check the integrity of the waterstop.

[0008] Preferably, after removing the side formwork, the following steps are also included: Pouring concrete again: first lay a higher grade cement mortar on the concrete poured last time, and then pour the concrete again.

[0009] Preferably, a steel pipe base is provided at the bottom of the vertical scaffolding pipe.

[0010] Preferably, the height of the side wall of the pool is 5-15m.

[0011] Preferably, the spacing between adjacent triangular woods is 35-50 cm.

[0012] Preferably, the preset value of the thickness of the reinforced concrete protective layer is 5 mm.

[0013] Preferably, the side length of the galvanized stainless steel square tube is 4.5-5 cm.

[0014] In a second aspect, the present invention provides a water plant pool wall anti-seepage system, comprising vertical steel bars and water stop plates, wherein the lower portion of the vertical steel bars is bound in the horizontal and vertical directions using bidirectional steel bars; the vertical steel bars are cast in concrete to form the side walls of the pool; and the water stop plates are pre-embedded in the concrete.

[0015] Preferably, the bottom end of the vertical steel bar is bent outward into an L shape.

[0016] The water plant pool wall anti-seepage system construction method and anti-seepage system provided by the present invention have the following beneficial effects: 1. The water plant water tank wall anti-seepage system construction method and anti-seepage system of the present invention, on the basis of conventional concrete joint construction, set water stop plates in new and old concrete to cut off the path of seepage, which can prevent leakage or misalignment and solve the anti-seepage problem of the water tank wall.

[0017] 2. The water plant pool wall anti-seepage system construction method of the present invention uses triangular wood and galvanized stainless steel square tubes when pouring concrete on the new and old joint surfaces, which is beneficial to increasing the bypass seepage path of the new and old joint surfaces at the construction joint position; it is beneficial to straighten the construction joints inside and outside the concrete wall, that is, to make the construction joints as straight as possible; it is beneficial to ensure the cross-sectional size of the construction joint, and can provide favorable conditions for the next concrete construction.

[0018] 3. The water plant pool wall anti-seepage system construction method of the present invention, since the vertical steel bars on the upper part of the pool side wall are not tied to the top at one time, the upper spacing position of the vertical steel bars is controlled by using a steel bar limit comb, which greatly improves the quality of steel bar tying and saves time for acceptance and rectification.

[0019] 4. The water plant pool wall anti-seepage system construction method of the present invention involves water pools or other hydraulic structures. Because the thickness of the reinforced concrete protective layer must be guaranteed, the galvanized stainless steel square tube is placed on the upper part of the water adjacent part after the concrete pouring is basically completed. If the reinforced concrete protective layer does not meet the requirements, it can be adjusted by the galvanized stainless steel square tube to ensure the effective thickness of the reinforced concrete protective layer and the quality of the reinforced concrete, prevent the steel bars from rusting or the stress of the reinforced concrete from changing, and improve the durability of the hydraulic structure.

[0020] 5. The water plant pool wall anti-seepage system construction method of the present invention is conducive to the poured concrete having a neat and beautiful appearance.

[0021] 6. The water plant pool wall anti-seepage system construction method of the present invention can increase the contact surface between the two pourings of concrete by pouring concrete again, increase the bypass path, and reduce the possibility of water seepage. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a flow chart of a construction method of a water plant pool wall anti-seepage system provided by one embodiment of the present invention.

[0023] Figure 2 It is a flow chart of a construction method of a water plant pool wall anti-seepage system provided by another embodiment of the present invention.

[0024] Figure 3 It is a flow chart of a construction method of a water plant pool wall anti-seepage system provided by another embodiment of the present invention.

[0025] Figure 4 It is a structural schematic diagram of a water plant pool wall anti-seepage system provided by one embodiment of the present invention.

[0026] Figure 5 It is a front view of a triangular wood of a water plant pool wall anti-seepage system provided by one embodiment of the present invention.

[0027] Figure 6 It is a side view of a triangular wood of a water plant pool wall anti-seepage system provided by one embodiment of the present invention.

[0028] Figure 7 It is a top view of a steel bar limiting comb of a water plant pool wall anti-seepage system provided by one embodiment of the present invention.

[0029] Reference numerals in the figures: 1 is the vertical steel bar, 2 is the steel bar limit comb, 3 is the scaffolding pipe, 4 is the concrete formwork, 5 is the tension bolt, 6 is the triangle wood, 7 is the galvanized stainless steel square tube, 8 is the reinforced concrete protective layer, 9 is the water stop plate, 10 is the steel pipe base, 11 is the chamfered formwork, 12 is the inclined part, 13 is the reinforcement part, and 14 is the inclined support part. DETAILED DESCRIPTION

[0030] The present invention is further described in detail below through the accompanying drawings and specific embodiments.

[0031] Example 1

[0032] Please refer to Figure 1 , Figures 4 to 7 This embodiment provides a water plant pool wall anti-seepage system construction method, comprising the following steps: Step S1, steel bar binding: when constructing the bottom slab of the water plant pool, the scope of the building is demarcated according to the measurement and setting out, and the position of the steel bars on the surface of the cushion layer is marked according to the drawings; multiple vertical steel bars 1 are arranged according to the steel bar spacing set in the drawings, and the lower parts of the multiple vertical steel bars 1 are bound in the horizontal and vertical directions using bidirectional steel bars; The portion of the vertical steel bars 1 located at the upper part of the side wall of the pool is arranged according to the length of the side wall of the pool using a steel bar limiting comb 2, and the spacing between adjacent steel bar limiting combs 2 is set according to the drawings; the steel bar limiting comb 2 is fixedly connected to the adjacent scaffolding pipes 3; the spacing between adjacent vertical steel bars 1 is adjusted by the scaffolding pipes 3 and the tie bars of the bidirectional steel bars, and the portion of the vertical steel bars 1 located at the upper part of the side wall of the pool is installed at a position that meets the requirements of the drawings; Step S2, setting up concrete formwork: setting up concrete formwork 4 on both sides of the side wall of the pool, and connecting the concrete formwork 4 on both sides by tension bolts 5; Step S3, on-site processing of triangular wood: processing wooden boards into right-angled triangular woods 6, and fixing at least two triangular woods 6 at a preset spacing, and placing multiple triangular woods 6 on one side of the construction joint before pouring concrete to the pouring height of the side wall of the pool, so that one right-angle side of the triangular wood 6 is in close contact with the concrete formwork 4, and the other right-angle side is flush with the concrete pouring surface; controlling the elevation of the lower elevation of the triangular wood 6, and fixing the triangular wood 6 on the concrete formwork 4, so that the poured concrete construction joint is on a horizontal line; Step S4, placing a galvanized stainless steel square tube: placing a galvanized stainless steel square tube 7 at the construction joint near the water side, if the thickness of the reinforced concrete protective layer 8 does not meet the preset value requirement, the galvanized stainless steel square tube 7 is used to adjust the thickness of the reinforced concrete protective layer 8 so that the thickness meets the preset value requirement; Step S5, pre-embed the water stop plate: pre-embed the water stop plate 9; Step S6, pouring concrete: pouring concrete to the pouring height of the side wall of the pool; Step S7, dismantling the side formwork: dismantling the concrete formwork 4, and dismantling the triangular wood 6 and the galvanized stainless steel square tube 7; then roughening the concrete to remove the floating slurry on the concrete surface.

[0033] The water plant pool wall anti-seepage system construction method of the present embodiment, on the basis of conventional concrete joint construction, sets a water stop plate 9 in the new and old concrete to cut off the seepage path, which can prevent leakage or misalignment; ensure that the welding of the water stop plate 9 meets the requirements, and a penetration test can be performed when necessary; by using triangular wood 6 and galvanized stainless steel square tube 7 when pouring concrete on the new and old joint surfaces, it is beneficial to increase the bypass seepage path of the new and old joint surfaces at the construction joint position; it is beneficial to straighten the construction joints inside and outside the concrete wall, that is, to make the construction joints as straight as possible; it is beneficial to ensure the cross-sectional size of the construction joint, which can provide favorable conditions for the next concrete construction; the vertical steel bars 1 are set to at least two, because the vertical steel bars 1 on the upper part of the side wall of the pool are not all at once Top binding, so the upper spacing position of the vertical steel bars 1 is controlled by using the steel bar limit comb 2, which greatly improves the quality of the steel bar binding and saves the time for acceptance and rectification; because the thickness of the reinforced concrete protective layer 8 must be guaranteed for the water pool or other hydraulic structures involving water, the galvanized stainless steel square tube 7 is placed on the upper part of the water-adjacent part after the concrete pouring is basically completed. If the reinforced concrete protective layer 8 does not meet the requirements, it can be adjusted by the galvanized stainless steel square tube 7 to ensure the effective thickness of the reinforced concrete protective layer 8 and the quality of the reinforced concrete, prevent the steel bars from rusting or the stress of the reinforced concrete from changing, and improve the durability of the hydraulic structure; and it is beneficial to the neat and beautiful appearance of the poured concrete, which can solve the problem of anti-seepage of the reservoir wall.

[0034] Among them, the new and old joint surface refers to the joint surface of the two concrete pouring constructions when pouring concrete twice.

[0035] When the traditional wall is not provided with water-stopping measures, the length of the bypass seepage path is equal to the wall thickness; this embodiment can increase the seepage length of the seepage channel of the bypass seepage path by providing triangular wood 6 and galvanized stainless steel square tube 7, and even cut off the seepage by the water-stop plate 9.

[0036] Through the triangular wood 6 and the galvanized stainless steel square tube 7, after the concrete formwork is removed, the concrete construction joints poured along the inner and outer sides of the wall are very straight.

[0037] A triangular wood 6 is arranged on the outer side of the concrete formwork 4 on one side, and a galvanized stainless steel square tube 7 is arranged on the outer side of the concrete formwork 4 on the other side, which is conducive to the construction parameters of the vertical steel bars 1 and concrete to be more in line with the design drawings.

[0038] A plurality of scaffolding pipes 3 are cross-connected horizontally and vertically to form a scaffolding.

[0039] In the on-site processing of the triangular wood in step S3, upper reinforcement measures can be used to fix the triangular wood 6 on the concrete formwork 4. The upper reinforcement measures refer to that in order to make the construction between the triangular wood 6 and the concrete formwork 4 firm, square column wood blocks are arranged between adjacent triangular woods 6 for reinforcement.

[0040] In the placement of the galvanized stainless steel square tube in step S4, the side length of the galvanized stainless steel square tube 7 actually used can be 0.5-1 cm smaller than the side length of the design drawing. When the thickness of the reinforced concrete protective layer 8 is adjusted by the galvanized stainless steel square tube 7 to meet the preset value requirements, the position of the concrete template 4 can be controlled, that is, the vertical steel bar 1 can be moved into the concrete wall by squeezing the galvanized stainless steel square tube 7, or the template on the other side can be tightened by the iron wire to ensure that the size of the galvanized stainless steel square tube 7 meets the thickness requirements of the reinforced concrete protective layer 8 and the requirements of relevant specifications.

[0041] In the steel bar binding of step S1, when adjusting the spacing between adjacent vertical steel bars 1 by the scaffolding tube 3 and the tie bars of the bidirectional steel bars, marks are made on the fixed scaffolding tube 3, and the spacing between the marks is made the same as the requirements of the design drawings; then the vertical steel bars 1 are overlapped with the marks and bound.

[0042] Please refer to Figure 2 Specifically, after removing the side formwork, the following steps are also included: Step S8, checking the water stop plate: checking the integrity of the water stop plate 9.

[0043] Please refer to Figure 3 Specifically, after the side formwork is removed, the following steps are also included: Step S9, pouring concrete again: first laying a higher grade cement mortar on the concrete poured last time, and then pouring concrete again.

[0044] By pouring concrete again, the contact surface between the two pours of concrete is increased, the bypass path is enlarged, and the possibility of water seepage is reduced.

[0045] Please refer to Figure 4 Specifically, a steel pipe bottom support 10 can be set at the bottom of the vertical scaffolding pipe 3.

[0046] Specifically, the height of the side wall of the pool is 5-15m. The spacing between adjacent triangular woods 6 is 35-50cm. The thickness of the reinforced concrete protective layer 8 is preset to be 5mm. The side length of the galvanized stainless steel square tube 7 is 4.5-5cm.

[0047] Please refer to Figures 4 to 6 Specifically, the triangular wood 6 can be set as a plate-shaped rib.

[0048] Please refer to Figure 7 The steel bar limiting comb 2 is provided with at least two comb teeth with equal spacing, and at least two steel bar limiting combs 2 can be used.

[0049] Please refer to Figure 4Specifically, a chamfered template 11 is provided at the bottom of the concrete template 4 near the water. The chamfered template 11 is inclined from top to bottom toward the inside of the pool. An inclined member 12 is placed on the chamfered template 11. The inclined member 12 is made of a wooden square or a square steel pipe. The inclined member 12 is parallel to the chamfered template 11. The bottom end of the concrete template 4 and the top end of the chamfered template 11 can be integrally connected.

[0050] The upper surface of the inclined member 12 is connected to the bottom end of the inclined support member 14. The inclined support member 14 is inclined from top to bottom toward the outside of the pool. The top end of the inclined support member 14 is connected to the scaffolding pipe 3. The inclined support member 14 can be a steel pipe. The bottom end of the inclined support member 14 can be connected to the center position of the upper surface of the inclined member 12. The chamfered template 11 is supported by the inclined support member 14 to prevent the chamfered template 11 from floating and moving.

[0051] A reinforcing member 13 is provided between the inclined member 12 and the chamfered formwork 11. The reinforcing member 13 is made of a wooden square or a square steel pipe. The upper and lower surfaces of the reinforcing member 13 contact the inclined member 12 and the chamfered formwork 11 respectively. The length direction of the reinforcing member 13 is perpendicular to the length direction of the inclined member 12. The reinforcing member 13 makes the inclined member 12 and the chamfered formwork 11 more evenly stressed, making the chamfered formwork 11 and the concrete formwork 4 more secure.

[0052] Example 2 Please refer to Figure 4 This embodiment provides a water plant pool wall anti-seepage system, which is constructed using the construction method provided in Example 1. The water plant pool wall anti-seepage system includes vertical steel bars 1 and water stop plates 9. The lower part of the vertical steel bars 1 is tied in the horizontal and vertical directions using bidirectional steel bars; the vertical steel bars 1 are cast in concrete to form the side walls of the pool; the water stop plates 9 are pre-embedded in concrete.

[0053] Specifically, the bottom end of the vertical steel bar 1 is bent outward into an L shape.

[0054] Specifically, the water stop plate 9 can be set as a stainless steel plate or a copper water stop.

[0055] The above embodiments are merely examples for the purpose of clear explanation, and are not intended to limit the implementation methods. For those skilled in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived therefrom are still within the scope of protection of the invention.

[0056] It should be noted that, in the absence of conflict, the embodiments of the present invention and the features in the embodiments may be combined with each other.

[0057] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to has a specific orientation, is constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", and the like are only used for descriptive purposes, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, features defined as "first", "second", and the like may explicitly or implicitly include one or more of the features. In the description of the present invention, unless otherwise specified, "multiple" means two or more.

[0058] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood by specific circumstances.

Claims

1. A water plant pool wall anti-seepage system construction method, characterized in that: The following steps are involved: Rebar binding: When constructing the bottom slab of the water plant pool, the scope of the building is demarcated according to the survey and setting out, and the position of the reinforcement on the surface of the cushion layer is marked according to the drawings; multiple vertical reinforcements are arranged according to the reinforcement spacing set in the drawings, and the lower parts of the multiple vertical reinforcements are bound in the horizontal and vertical directions with bidirectional reinforcements; Arrange the portion of the vertical steel bars located at the upper part of the side wall of the pool according to the length of the side wall of the pool using a steel bar limiting comb, and set the spacing between adjacent steel bar limiting combs according to the drawing; fix a plurality of the steel bar limiting combs to adjacent scaffolding pipes; adjust the spacing between adjacent vertical steel bars through the scaffolding pipes and the tie bars of the bidirectional steel bars, and install the portion of the vertical steel bars located at the upper part of the side wall of the pool at a position that meets the requirements of the drawing; Setting up concrete formwork: setting up concrete formwork on both sides of the side wall of the pool, and connecting the concrete formwork on both sides by tension bolts; Processing triangular wood on site: Processing wooden boards into triangular wood in the shape of right angle plates, and fixing at least two of the triangular woods at a preset spacing, placing a plurality of the triangular woods on one side of the construction joint before pouring concrete to the pouring height of the side wall of the pool, so that one right angle side of the triangular wood is in close contact with the concrete formwork, and the other right angle side is flush with the concrete pouring surface; controlling the elevation of the lower elevation of the triangular wood, and fixing the triangular wood on the concrete formwork, so that the poured concrete construction joint is on a horizontal line; Placing a galvanized stainless steel square tube: placing a galvanized stainless steel square tube at the construction joint near the water side, and if the thickness of the reinforced concrete protective layer does not meet the preset value requirement, adjusting the thickness of the reinforced concrete protective layer by the galvanized stainless steel square tube so that the thickness of the reinforced concrete protective layer meets the preset value requirement; Embedded water stop plate: embed the water stop plate in advance; Pouring concrete: pouring the concrete to the pouring height of the side wall of the pool; Removing the side formwork: removing the concrete formwork, and removing the triangular wood and the galvanized stainless steel square tube; then roughening the concrete to remove the floating slurry on the concrete surface.

2. The water plant pool wall anti-seepage system construction method according to claim 1, characterized in that: After removing the side formwork, the following steps are also included: Check the waterstop: Check the integrity of the waterstop.

3. The water plant pool wall anti-seepage system construction method according to claim 2 is characterized in that: After removing the side formwork, the following steps are also included: Pouring concrete again: first lay a higher grade cement mortar on the concrete poured last time, and then pour the concrete again.

4. The water plant pool wall anti-seepage system construction method according to claim 1, characterized in that: A steel pipe bottom support is arranged at the bottom of the vertical scaffolding pipe.

5. The water plant pool wall anti-seepage system construction method according to claim 1, characterized in that: The height of the side wall of the pool is 5-15m.

6. The water plant pool wall anti-seepage system construction method according to claim 5, characterized in that: The spacing between adjacent triangular woods is 35-50cm.

7. The water plant pool wall anti-seepage system construction method according to claim 1, characterized in that: The preset value of the thickness of the reinforced concrete protective layer is 5 mm.

8. The water plant pool wall anti-seepage system construction method according to claim 7, characterized in that: The side length of the galvanized stainless steel square tube is 4.5-5 cm.

9. A water plant pool wall anti-seepage system, characterized in that: include: Vertical steel bars, the lower part of which is tied in the horizontal and vertical directions with bidirectional steel bars; the vertical steel bars are cast in concrete to form the side walls of the pool; A water stop plate is embedded in the concrete.

10. The water plant pool wall anti-seepage system according to claim 9, characterized in that: The bottom end of the vertical steel bar is bent outward into an L shape.

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