Seepage-proof structure of stadium suspended water stage

Abstract

The utility model relates to an anti-seepage structure of a stadium suspended water stage, which comprises a pool body, an S-shaped steel bar embedded hook and a sandwich insulation board, and a steel bar net is arranged on the outer side of the pool body; the inner ends of the S-shaped steel bar embedded hooks are connected with the steel bar net in a welded mode, and the outer ends of the S-shaped steel bar embedded hooks are provided with the sandwich insulation boards. And the S-shaped steel bar embedded hooks are arranged on the side vertical surface and the outer bottom surface of the outer side of the pool body. Small steel plates are welded to the inner ends of the S-shaped steel bar embedded hooks to increase anchoring force. And the distance between the sandwich insulation board and the side wall of the tank body is 30mm. And the sandwich insulation board is a galvanized aluminum plate. The water stage is simple in structure and high in generalization performance, and water drops on the outer side of the water stage are prevented from affecting use of functional rooms below.

Description

TECHNICAL FIELD

[0001] The utility model relates to the field of construction engineering, and specifically relates to a venue suspended water stage anti-seepage structure. BACKGROUND

[0002] In order to increase the diversity of performance scenes and plays and increase and improve the experience of the audience, many performances will be designed with water curtain scenes in the venue performance, and it is not limited to simply spraying water and raining, but waterfall, river, lake and other scenes. Therefore, the water pool stage has been more used in the theater stage at present.

[0003] In order to make full use of space, when the water stage is set in a high position in a suspended manner, the space below the water stage can be used for other functions. However, the high suspended water stage has a disadvantage. Since the bottom is a suspended structure, the bottom surface and the side pool body are directly exposed to the air. With the change of air temperature, condensate will condense into water droplets on the outside of the pool body. In addition, the pool is a concrete structure. Due to common construction quality problems and the use of the pool stage in a long time, and when there is vibration and impact of mechanical equipment in the pool, concrete cracks will inevitably occur, causing the pool to seep or leak water more or less. Condensed water and seepage water have a great adverse effect on the use of the space below the pool. For the performance venue with very high experience requirements, thousands of guests are received every day, and any uncomfortable experience will cause bad publicity to the image of the theater, directly affecting the revenue. UTILITY MODEL CONTENTS

[0004] The utility model aims at overcoming the defects of the prior art and provides a venue suspended water stage anti-seepage structure, which solves the problem of the influence of seepage water and condensed water of the suspended water stage on use.

[0005] In order to solve the above technical problems, the utility model is implemented as follows:

[0006] A venue suspended water stage anti-seepage structure, comprising a pool body, characterized in that: a plurality of S-shaped reinforcing steel pre-embedded hooks and sandwich insulation boards are further included, and a reinforcing mesh is arranged on the outside of the pool body; the inner end of the S-shaped reinforcing steel pre-embedded hook is welded and connected with the reinforcing mesh, and the outer end of the S-shaped reinforcing steel pre-embedded hook is installed with the sandwich insulation board.

[0007] The venue suspended water stage anti-seepage structure, characterized in that: the S-shaped reinforcing steel pre-embedded hook is arranged on the side vertical surface and the outer bottom surface on the outside of the pool body.

[0008] The venue suspended water stage anti-seepage structure, characterized in that: a small steel plate is welded at the inner end of the S-shaped reinforcing steel pre-embedded hook to increase the anchoring force.

[0009] The interval between the sandwich heat insulation board and the pool body side wall is 30mm.

[0010] The sandwich heat insulation board is a galvanized aluminum plate.

[0011] The end of the sandwich heat insulation board is higher than the pool body concrete end, and the slope is 1-3%.

[0012] The pool body bottom surface is a slope, and the slope is 1-3%.

[0013] The horizontal steel bar of the pool body side wall adopts prestressed steel bar. The beneficial effects of the utility model are: through the above technical scheme, the application provides a kind of venue suspended water stage anti-seepage structure, by adopting S-shaped steel bar pre-embedded hook, galvanized aluminum plate sandwich heat insulation board, waterproof paint and coiled material, prestressed steel bar and hoop type steel hoop etc. Structure design and material application, effectively solve the seepage water and condensate water problem of suspended water stage, improve the functional use effect of space below water pool, guarantee the theatre image and benefit. BRIEF DESCRIPTION OF DRAWINGS

[0014] The utility model will be further described in detail in combination with the drawings and embodiments:

[0015] Figure 1 It is the plane schematic diagram of the application.

[0016] Figure 2 It is Figure 1 It is the 1-1 cross-sectional view. DETAILED DESCRIPTION

[0017] The technical scheme of the embodiments of the application will be described clearly and completely in combination with the drawings, and obviously, the described embodiments are part of the embodiments of the application, not all the embodiments. Based on the embodiments in the embodiments of the application, all other embodiments obtained by those skilled in the art without creative labor belong to the range of the application claimed by the application.

[0018] As Figure 1 , 2 The utility model provides a kind of venue suspended water stage anti-seepage structure, including pool body 1, pool body upper portion has cover plate 2;It further includes several S-shaped steel bar pre-embedded hook 3 and sandwich heat insulation board 4, the pool body outside is equipped with steel mesh;The inner end of the S-shaped steel bar pre-embedded hook is welded with steel mesh connection, and the outer end of S-shaped steel bar pre-embedded hook installs sandwich heat insulation board.

[0019] The S-shaped steel reinforcement embedded hook is arranged on the side vertical surface and the outer bottom surface of the pool body.

[0020] The inner end of the S-shaped steel reinforcement embedded hook is welded with a small steel plate to increase the anchoring force.

[0021] The spacing between the sandwich insulation board and the side wall of the pool body is 30mm.

[0022] The sandwich insulation board is a galvanized aluminum plate.

[0023] The end of the sandwich insulation board is higher than the concrete end of the pool body, with a slope of 1-3%, to prevent water droplets from penetrating into the insulation layer; waterproof paint and waterproof roll material are applied to the inner surface of the horizontal insulation board to ensure that the dripping water does not penetrate into the insulation layer.

[0024] The bottom surface of the pool body is inclined, so that the condensed water or leaked water can flow along the slope, collect, and then drip onto the aluminum buckle sandwich insulation board below; the water collecting surface at the bottom of the insulation board has a 1-3% water flow slope, and a water flow groove is provided at the lowest position in the middle, and a water outlet is provided at the lower end of the water flow groove and connected with a water pipe to guide the collected water out.

[0025] The horizontal steel reinforcement of the pool body side wall uses prestressed steel reinforcement, which is prestressed and tensioned after the concrete construction is completed and the concrete strength is reached, to strengthen the pool wall crack resistance; after the prestressed tensioning is completed, a ring-shaped steel hoop 5 is arranged outside the pool top to further constrain the deformation of the open cantilevered pool wall expanding outward, reducing the outward deformation caused by the movement of the water body in the pool.

[0026] When the pool outer wall concrete is constructed, a template with an inclined groove is used, and after the template is removed, the outer wall forms an inclined groove; the groove is an inclined water flow groove 6, which is used to increase the surface area, enhance the concrete surface crack resistance and hydrophobicity, speed up the water droplet falling on the side wall, and avoid water accumulation and moss growth and other problems; at the same time, the pool body outer wall is provided with an insulation layer to reduce the influence of temperature changes on the condensation changes of the water body in the pool, thereby reducing the generation of condensed water.

[0027] The anchor length of the embedded iron part in the pool extends to the middle part of the structure, and the end is bent. When the embedded iron part is provided with a vibrating mechanical equipment in the pool, the end of the embedded iron part is a small square iron plate, and the contact part between the embedded iron part and the upper steel bar is fully welded. At the female corner in the pool, a reinforced corner 7 of reinforced concrete is arranged, and the steel bars of the corner are anchored into the adjacent pool wall or bottom plate to enhance the corner rigidity. The above is only an embodiment provided by the present application and is not used to limit the present application. Although the present application is described in detail with reference to the embodiment, those skilled in the art can still modify the technical solutions recorded in the foregoing embodiment or make equivalent replacement for some technical features, but any modification, equivalent replacement, improvement, etc. within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A seepage-proof structure for a floating water stage in a venue, comprising a pool body, characterized in that: It also comprises several S-shaped steel embedded hooks and sandwich insulation boards, and the pool body is provided with a steel mesh outside; the inner end of the S-shaped steel embedded hook is welded to the steel mesh, and the outer end of the S-shaped steel embedded hook is installed with the sandwich insulation board.

2. The water stage according to claim 1, wherein: The S-shaped steel embedded hook is arranged on the side vertical surface and the outer bottom surface of the pool body outside.

3. The water stage according to claim 1, wherein: The inner end of the S-shaped steel embedded hook is welded with a small steel plate to increase the anchoring force.

4. The water stage according to claim 1, wherein: The spacing between the sandwich insulation board and the pool body side wall is 30mm.

5. The water stage construction of claim 1, wherein: The sandwich insulation board is a galvanized aluminum plate.

6. The water stage construction of claim 1, wherein: The end of the sandwich insulation board is higher than the pool body concrete end, and the slope is 1-3%.

7. The water stage construction of claim 1, wherein: The pool body bottom surface is a slope, and the slope is 1-3%.

8. The water stage construction according to claim 1, wherein: The horizontal steel of the pool body side wall adopts prestressed steel.

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