A clean water tank bottom reinforcing belt structure

Abstract

The utility model discloses a kind of clean water pool bottom reinforcing belt structures, belong to building field, including clean water pool bottom and reinforcing assembly, the inside of the clean water pool bottom is provided with reinforcing belt, the reinforcing assembly includes connecting block, first auxiliary reinforcing bar, second auxiliary reinforcing bar, third auxiliary reinforcing bar and barb, the inside of the connecting block is provided with clamping interface.The utility model adds different direction auxiliary reinforcing bar to form three-dimensional stress network, can resist multidirectional load stress, improve the anti-cracking performance of reinforcing belt, the friction between reinforcing bar and concrete is increased by the reinforcing assembly arranged simultaneously, avoid relative slip when stressed, improve the integrity and collaborative stress capacity of structure, and the clamping interface design on connecting block realizes the detachable connection of auxiliary reinforcing bar, it is convenient to adjust the quantity and arrangement of auxiliary reinforcing bar according to the stress demand of different engineering, improve the adaptability of structure to complex working condition.

Description

Technical Field

[0001] This utility model belongs to the field of building technology, specifically relating to a reinforcement strip structure for the bottom of a clear water pool. Background Technology

[0002] The reinforcement zone at the bottom of the clear water tank is a reinforced area set in the concrete structure at the bottom of the clear water tank. By locally enhancing the material properties and reinforcement strength, it copes with the complex stresses generated by the long-term water pressure, temperature changes and foundation settlement at the bottom of the tank. It is a key structure to prevent cracking and leakage at the bottom of the tank and to ensure the structural safety and service life of the clear water tank.

[0003] By installing reinforcing strips in areas prone to stress concentration at the bottom of the pool, the steel reinforcement within these strips bears the main load. Simultaneously, special materials such as micro-expansion concrete are used, leveraging their expansion properties to compensate for concrete shrinkage and reduce shrinkage cracks. The reinforcing strips and the pool bottom form an integrated load-bearing system, dispersing localized stress concentrations over a wider area, thereby enhancing the deformation resistance and durability of the pool bottom structure.

[0004] The connection structure of the reinforcing strip at the bottom of the clear water tank is relatively simple. Usually, only the main reinforcing bars in the horizontal and vertical directions are set as the main load-bearing components. When used, the steel reinforcement skeleton set only in the horizontal and vertical directions is prone to local cracking under complex loads. Utility Model Content

[0005] To solve the above-mentioned technical problems, the present invention provides a technical solution: a clear water pool bottom reinforcement structure, including a clear water pool bottom and a reinforcement component, wherein the clear water pool bottom is provided with a reinforcement strip inside, and the reinforcement component includes a connecting block, a first auxiliary reinforcing rib, a second auxiliary reinforcing rib, a third auxiliary reinforcing rib and barbs, and the connecting block is provided with a snap-fit ​​interface inside.

[0006] Through the above technical solution, the bottom of the clear water tank provides the basic bearing surface for the entire structure, and the reinforcing strip, as a reinforced area, can improve the local strength of the tank bottom to cope with complex stresses. The reinforcing components are assembled and installed with auxiliary reinforcing ribs through the snap-fit ​​interface of the connecting blocks, forming a multi-dimensional reinforcement system, enhancing the overall mechanical properties of the reinforcing strip. The detachable reinforcing components allow for adjustment of the number and arrangement of auxiliary reinforcing ribs according to the stress requirements of different projects, improving the structure's adaptability to complex working conditions.

[0007] The present invention is further configured such that the side surface of the connecting block is fixedly connected to the first auxiliary reinforcing rib, the side surface of the connecting block is fixedly connected to the second auxiliary reinforcing rib, and the side surface of the connecting block is fixedly connected to the third auxiliary reinforcing rib.

[0008] The above technical solution clarifies the connection method between the connecting block and the auxiliary reinforcing rib, ensuring that the multi-directional auxiliary reinforcing rib can form a stable load-bearing whole through the connecting block. The multi-directional auxiliary reinforcing rib is integrated and connected through the connecting block to form a three-dimensional reinforcement network. Compared with the traditional bidirectional main reinforcement structure, it can cope with complex stresses such as tension, compression, and shear in all directions.

[0009] The present invention is further configured such that the side surface of the third auxiliary reinforcing rib is fixedly connected to the barb.

[0010] Through the above technical solution, the barbs can enhance the mechanical interlocking between the third auxiliary reinforcing bar and the concrete, improve the bond strength between the reinforcing bar and the concrete, prevent relative slippage between the two when under stress, and ensure the effective transmission of force.

[0011] The present invention is further configured such that a transverse main rib is fixedly connected to the inner surface of the reinforcing strip.

[0012] Through the above technical solution, the transverse main reinforcement bar, as the main horizontal load-bearing component of the reinforcing strip, bears the transverse tensile and compressive forces, provides the basic bending resistance of the reinforcing strip, and is one of the core components of the structural load-bearing structure.

[0013] The present invention is further configured such that a longitudinal main bar is fixedly connected to the inner surface of the reinforcing strip, and the side surface of the transverse main bar is fixedly connected to the longitudinal main bar.

[0014] Through the above technical solution, the longitudinal main bars and the transverse main bars are cross-connected to form the main steel reinforcement skeleton, which jointly bears the bidirectional load in the horizontal direction, expands the stress coverage, and ensures that the overall stress of the reinforcing strip is uniform.

[0015] The present invention is further configured such that the connecting block is detachably connected to the transverse main reinforcement.

[0016] The above technical solution allows for easy adjustment of the number and arrangement of auxiliary reinforcing ribs according to the stress requirements of different projects, thereby improving the structure's adaptability to complex working conditions.

[0017] The beneficial effects of this utility model are as follows:

[0018] By setting up structures such as the bottom of the clear water tank, reinforcing strips, connecting blocks, snap-fit ​​interfaces, first auxiliary reinforcing ribs, second auxiliary reinforcing ribs, and third auxiliary reinforcing ribs, a three-dimensional force network is formed by adding auxiliary reinforcing ribs in different directions. This can resist multi-directional load stress and improve the crack resistance of the reinforcing strips. At the same time, the reinforcing components increase the friction between the steel bars and concrete, preventing relative slippage under stress, improving the overall integrity and coordinated stress-bearing capacity of the structure. Furthermore, the snap-fit ​​interface design on the connecting blocks enables detachable connection of the auxiliary reinforcing ribs, making it easy to adjust the number and arrangement of auxiliary reinforcing ribs according to the stress requirements of different projects, thus improving the structure's adaptability to complex working conditions. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the overall structure of a reinforcing strip structure at the bottom of a clear water pool according to this utility model;

[0020] Figure 2 This is a partial structural diagram of a reinforcing strip structure for the bottom of a clear water pool according to this utility model;

[0021] Figure 3 This is a schematic diagram of the reinforcing component structure of a clear water pool bottom reinforcing strip structure according to this utility model;

[0022] Figure 4 This is a top view of a water tank bottom reinforcement structure according to the present invention.

[0023] Reference numerals: 1. Bottom of clear water tank; 2. Reinforcing strip; 3. Horizontal main rib; 4. Longitudinal main rib; 5. Reinforcing component; 501. Connecting block; 502. Clip interface; 503. First auxiliary reinforcing rib; 504. Second auxiliary reinforcing rib; 505. Third auxiliary reinforcing rib; 506. Barb. Detailed Implementation

[0024] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the present utility model.

[0025] like Figures 1-4As shown, a water tank bottom reinforcement structure according to this embodiment includes a water tank bottom 1 and a reinforcement component 5. A reinforcement band 2 is provided inside the water tank bottom 1. The reinforcement component 5 includes a connecting block 501, a first auxiliary reinforcing rib 503, a second auxiliary reinforcing rib 504, a third auxiliary reinforcing rib 505, and barbs 506. A snap-fit ​​interface 502 is provided inside the connecting block 501. The side surface of the connecting block 501 is fixedly connected to the first auxiliary reinforcing rib 503, the side surface of the connecting block 501 is fixedly connected to the second auxiliary reinforcing rib 504, and the side surface of the connecting block 501 is fixedly connected to the third auxiliary reinforcing rib 505. The connection method of connecting block 501 and auxiliary reinforcing bar is clearly defined, ensuring that the multi-directional auxiliary reinforcing bar can form a stable stress-bearing whole through connecting block 501. The multi-directional auxiliary reinforcing bar is integrated and connected through connecting block 501 to form a three-dimensional reinforcement network. Compared with the traditional two-way main reinforcement structure, it can cope with complex stresses such as tension, compression and shear in all directions. The first auxiliary reinforcing bar 503, the second auxiliary reinforcing bar 504 and the third auxiliary reinforcing bar 505 are made of HRB400E grade steel bars with a yield strength ≥400MPa. The welding with connecting block 501 is done by arc welding, and the weld height is not less than 0.6 times the diameter of the steel bar. The side surface of the third auxiliary reinforcing rib 505 is fixedly connected to the barb 506. The barb 506 can enhance the mechanical interlocking between the third auxiliary reinforcing rib and the concrete, improve the bond strength between the steel bar and the concrete, prevent relative slippage between the two under stress, and ensure effective force transmission. The barb 506 on the surface of the third auxiliary reinforcing rib 505 breaks through the limitation of the traditional smooth steel bar and concrete relying only on the bond force. This structure is suitable for the environment of the bottom of the clear water pool 1 being subjected to water pressure for a long time. The barb 506 is made of steel, has an isosceles triangular structure, a height of 5-8mm, and is integrally formed by fusion welding with the third auxiliary reinforcing rib 505. The connecting block 501 is detachably connected to the transverse main reinforcement 3. It can be easily installed and disassembled through the locking interface 502 on the connecting block 501. This structure is designed to facilitate the adjustment of the number and arrangement of auxiliary reinforcing bars according to the stress requirements of different projects, thereby improving the structure's adaptability to complex working conditions. There are multiple first auxiliary reinforcing bars 503, second auxiliary reinforcing bars 504 and third auxiliary reinforcing bars 505. After the installation of multiple sets of reinforcing components 5, micro-expansion concrete is poured into the reinforcing strip 2.

[0026] The inner surface of the reinforcing strip 2 is fixedly connected with transverse main bars 3. As the main horizontal load-bearing component of the reinforcing strip 2, the transverse main bars 3 bear the transverse tensile and compressive forces, providing the basic bending resistance of the reinforcing strip 2 and are one of the core components of the structural load-bearing structure. The inner surface of the reinforcing strip 2 is fixedly connected with longitudinal main bars 4. The side surfaces of the transverse main bars 3 are fixedly connected with the longitudinal main bars 4. The longitudinal main bars 4 and the transverse main bars 3 are cross-connected to form the main steel reinforcement skeleton, which jointly bears the bidirectional load in the horizontal direction, expands the load coverage, and ensures that the reinforcing strip 2 is uniformly stressed. There are multiple sets of transverse main bars 3 and longitudinal main bars 4. When using them, the number and arrangement of the main bars can be adjusted according to the load requirements of different projects. According to this application, a nested load-bearing network is formed by bidirectional main bars and multidirectional auxiliary reinforcing bars. The main skeleton ensures the basic load-bearing capacity of the structure, and the auxiliary reinforcing bars specifically strengthen weak parts, which solves the problem of insufficient crack resistance of traditional bidirectional main bars in stress concentration areas.

[0027] The working principle of this utility model is as follows: After the transverse main reinforcement 3 and longitudinal main reinforcement 4 in the reinforcing strip 2 are installed, the first auxiliary reinforcing reinforcement 503 and the second auxiliary reinforcing reinforcement 504 are held by hand, and the locking interface 502 on the connecting block 501 is locked to the transverse main reinforcement 3. At the same time, the use angle of the reinforcing component 5 is adjusted. After multiple sets of reinforcing components 5 are installed according to different arrangements of the transverse main reinforcement 3 and the longitudinal main reinforcement 4, micro-expansion concrete is poured into the reinforcing strip 2. The first auxiliary reinforcing reinforcement 503, the second auxiliary reinforcing reinforcement 504 and the third auxiliary reinforcing reinforcement 505 are set to add auxiliary reinforcing reinforcements in different directions to form a three-dimensional force network, which can resist multi-directional load stress and improve the crack resistance of the reinforcing strip 2. At the same time, the set reinforcing components increase the friction between the steel bars and the concrete, avoid relative slippage under stress, improve the integrity and synergistic force-bearing capacity of the structure, and the locking interface 502 on the connecting block 501 is designed to realize the detachable connection of the auxiliary reinforcing reinforcements, which makes it easy to adjust the number and arrangement of auxiliary reinforcing reinforcements according to the stress requirements of different projects, and improves the adaptability of the structure to complex working conditions.

[0028] The above description is merely an embodiment of this utility model and does not limit the patent scope of this utility model. Any equivalent structural or procedural transformations made based on the description and drawings of this utility model, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this utility model.

Claims

1. A reinforcing strip structure for the bottom of a clear water tank, characterized in that: The system includes a clear water pool bottom (1) and a reinforcing component (5). The clear water pool bottom (1) is provided with a reinforcing strip (2). The reinforcing component (5) includes a connecting block (501), a first auxiliary reinforcing rib (503), a second auxiliary reinforcing rib (504), a third auxiliary reinforcing rib (505), and barbs (506). The connecting block (501) is provided with a snap-fit ​​interface (502).

2. The water tank bottom reinforcement structure according to claim 1, characterized in that, The side surface of the connecting block (501) is fixedly connected to the first auxiliary reinforcing rib (503), the side surface of the connecting block (501) is fixedly connected to the second auxiliary reinforcing rib (504), and the side surface of the connecting block (501) is fixedly connected to the third auxiliary reinforcing rib (505).

3. The water tank bottom reinforcement structure according to claim 1, characterized in that, The side surface of the third auxiliary reinforcing rib (505) is fixedly connected to the barb (506).

4. The water tank bottom reinforcement structure according to claim 1, characterized in that, The inner surface of the reinforcing strip (2) is fixedly connected with transverse main reinforcement (3).

5. The water tank bottom reinforcement structure according to claim 4, characterized in that, The inner surface of the reinforcing strip (2) is fixedly connected with the longitudinal main bar (4), and the side surface of the transverse main bar (3) is fixedly connected with the longitudinal main bar (4).

6. The water tank bottom reinforcement structure according to claim 5, characterized in that, The connecting block (501) is detachably connected to the transverse main reinforcement (3).

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