A multi-functional combined component for the boundary between deep and shallow water pools and an experimental water pool

Abstract

This application relates to the field of experimental water tank technology, specifically disclosing a multi-functional combined component for the boundary between deep and shallow water tanks and an experimental water tank. The multi-functional combined component includes: a first lifting platform, a first wave-dissipating beach, a second lifting platform, a second wave-dissipating beach, a support platform, a first partition wall, and a second partition wall. The first and second lifting platforms are vertically and vertically positioned on the side of the shallow water tank closer to the deep water tank. The first wave-dissipating beach is located on the first lifting platform. The second wave-dissipating beach is located on the second lifting platform. The support platform is located between the first and second lifting platforms. The first and second partition walls are rotatably mounted on the support platform. In this design, both the first and second wave-dissipating beaches can be independently lifted and lowered, and the first and second partition walls can be independently rotated, reducing reliance on large equipment, improving experimental efficiency, and increasing the diversity of experimental conditions.

Description

Technical Field

[0001] This application relates to the field of test water tank technology, and in particular to a multi-functional combined component for the boundary between deep and shallow water tanks and a test water tank. Background Technology

[0002] A test pool is a water tank structure used to simulate marine, river or coastal environments. Through wave generators, current generation systems and other equipment, it can generate waves, currents and tides, allowing engineering models such as ships, offshore platforms, breakwaters, and bridge piers to conduct performance tests in a controlled environment, providing reliable basis for engineering design optimization, scientific research data collection and technical solution verification.

[0003] A combined shallow and deep water tank is a type of test tank that combines the features of a shallow water tank and a deep water tank. It can be used to simulate the topography of shallow coastal areas, continental shelf transition zones, and deep-sea areas with varying water depths, thereby increasing the variety of test conditions in the water tank.

[0004] In combined deep and shallow water tanks, when separate tests are required for the deep and / or shallow tanks, energy dissipation devices, such as breakwaters and / or central partitions, are typically placed at the boundary between the deep and shallow zones. Conversely, when combined tests are required for both deep and shallow tanks, the breakwaters and central partitions must be removed. In high-frequency testing scenarios, personnel need to frequently operate hoisting equipment, which is not only cumbersome but also time-consuming, impacting test efficiency.

[0005] Furthermore, in existing combined deep and shallow water tanks, the boundary structure between the deep and shallow water tanks is generally a fixed right-angle corner when testing combined deep and shallow working conditions. This structure has a low degree of fit with the actual environment, thus reducing the validity of the test data. Summary of the Invention

[0006] In view of this, the purpose of this application is to provide a multi-functional combined component for the boundary between deep and shallow water pools and a test water pool, so as to solve all or some of the above-mentioned problems.

[0007] To achieve the above-mentioned technical objectives, the first aspect of this application provides a multi-functional joint component for the boundary between deep and shallow water pools, including: a first lifting platform, a first breakwater, a second lifting platform, a second breakwater, a support platform, a first partition wall, and a second partition wall;

[0008] The first and second lifting platforms are positioned on the side of the shallow pool closer to the deep pool, and are capable of being raised and lowered.

[0009] The first breakwater is located on the first lifting platform;

[0010] The second breakwater is located on the second lifting platform;

[0011] The support platform is disposed between the first lifting platform and the second lifting platform;

[0012] The first partition wall and the second partition wall are rotatably mounted on the support platform;

[0013] The first partition wall and the second partition wall can be flipped to be vertical so that they fit together;

[0014] The first partition wall can be flipped towards the first breakwater, so that the first partition wall covers the first breakwater;

[0015] The second partition wall can be flipped toward the second breakwater, so that the second partition wall covers the second breakwater.

[0016] Furthermore, the multi-functional joint component at the boundary of the deep and shallow pools can form a first connected state;

[0017] In the first connected state, the first partition wall flips up so that its inner side is flush with the bottom of the shallow pool, and the second partition wall flips up so that its inner side is flush with the bottom of the shallow pool.

[0018] Furthermore, it also includes a first filler;

[0019] In the first connected state, the first filler is installed between the first partition wall and the second partition wall, so that the first partition wall and the second partition wall transition smoothly.

[0020] Furthermore, the multi-functional joint component at the boundary of the deep and shallow pools can form a second connected state;

[0021] In the second connected state, the second partition wall flips up until its inner side is flush with the bottom of the shallow pool, and the first partition wall flips up and tilts, with its inner side lower than the bottom of the shallow pool.

[0022] Furthermore, it also includes a first support member and a second support member;

[0023] In the first connected state, the first support member is disposed on the side of the shallow pool near the deep pool to provide support for the first partition wall;

[0024] In the second connected state, the second support member is detachably mounted on the second lifting platform to provide support for the second partition wall.

[0025] Furthermore, it also includes a third support component;

[0026] The first support member is detachably connected to the pool structure of the shallow water pool;

[0027] The height of the third support member is less than that of the first support member;

[0028] In the second connected state, the third support member is detachably installed on the side of the shallow pool near the deep pool to provide support for the first partition wall.

[0029] Furthermore, it also includes fixing ribs;

[0030] When the first partition wall and the second partition wall are fitted together, the two ends of the fixing rib are respectively connected to the first partition wall and the second partition wall.

[0031] Furthermore, the support platform is provided with a flip-up plate that can be flipped.

[0032] The first partition wall and the second partition wall are rotatably mounted on the flip plate.

[0033] Furthermore, the multi-functional joint component at the boundary of the deep and shallow pools can form a third connected state;

[0034] In the third connected state, the first partition wall and the second partition wall are flipped so that they both cover the second breakwater, and the outer side of the first partition wall is flush with the bottom of the shallow pool.

[0035] In the third connected state, the first lifting platform drives the first wave-dissipating beach to rise and fall until the top of the first wave-dissipating beach is located between the top surface of the support platform and the bottom of the shallow pool.

[0036] Furthermore, the first breakwater is an arc-shaped breakwater.

[0037] Furthermore, it also includes a second filler and a third filler;

[0038] In the third connected state, the second filler can be detachably disposed on the side of the shallow pool near the deep pool, so that a smooth transition is formed between the pool wall of the deep pool and the first wave-dissipating beach.

[0039] In the third connected state, the third filler can be detachably disposed between the first breakwater and the first partition wall, so that a smooth transition is formed between the outer surfaces of the first breakwater and the first partition wall.

[0040] Furthermore, the multi-functional joint component at the boundary of the deep and shallow pools can form a first separation state;

[0041] In the first partition state, the first partition wall and the second partition wall are flipped so that they both cover the second breakwater, and the outer side of the first partition wall is flush with the bottom of the shallow pool.

[0042] In the first partition state, the first lifting platform drives the first wave-dissipating beach to rise and fall until the top of the first wave-dissipating beach is above the bottom of the shallow pool.

[0043] Furthermore, pressure sensors are installed on the first partition wall and / or the second partition wall.

[0044] Furthermore, the first partition wall and / or the second partition wall are provided with a damping wave-absorbing structure.

[0045] A second aspect of this application provides a test pool, including the multi-effect combined component at the boundary between deep and shallow pools as described in any of the preceding claims.

[0046] As can be seen from the above technical solutions, this application provides a multi-effect combined component for the boundary between deep and shallow water pools and a test pool; wherein, the multi-effect combined component for the boundary between deep and shallow water pools includes: a first lifting platform, a first wave-dissipating beach, a second lifting platform, a second wave-dissipating beach, a support platform, a first partition wall, and a second partition wall; the first lifting platform and the second lifting platform are vertically and rotatably disposed on the side of the shallow pool near the deep pool; the first wave-dissipating beach is disposed on the first lifting platform; the second wave-dissipating beach is disposed on the second lifting platform; the support platform is disposed between the first lifting platform and the second lifting platform; the first partition wall and the second partition wall are rotatably disposed on the support platform; the first partition wall and the second partition wall can be rotatably rotated to a vertical position so that they fit together; the first partition wall can be rotated toward the first wave-dissipating beach so that the first partition wall covers the first wave-dissipating beach; the second partition wall can be rotated toward the second wave-dissipating beach so that the second partition wall covers the second wave-dissipating beach.

[0047] In this design, both the first and second breakwaters can be raised and lowered independently, and the first and second partition walls can be rotated independently. This eliminates the need for large hoisting equipment when controlling the connection between the shallow and deep water pools, reducing reliance on heavy machinery and improving testing efficiency. Furthermore, the test pool configured with this design allows for the creation of more diverse scenarios through the interaction of these components, thereby enhancing the fit with the actual environment and increasing the diversity of test conditions. Attached Figure Description

[0048] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0049] Figure 1A schematic diagram of the test pool used in a multi-effect combined component at the boundary of a deep and shallow water pool, provided in an embodiment of this application;

[0050] Figure 2 A schematic diagram of a multi-effect combined component at the boundary of a deep and shallow water pool, provided in an embodiment of this application, in a second partition state;

[0051] Figure 3 A schematic diagram of a multi-effect combined component at the boundary of a deep and shallow water pool, provided in an embodiment of this application, in the first connected state;

[0052] Figure 4 A schematic diagram of a multi-effect combined component at the boundary of a deep and shallow water pool, provided in an embodiment of this application, in a second connected state;

[0053] Figure 5 A schematic diagram of a multi-effect joint component at the boundary of a deep and shallow water pool in a third connected state, provided as an embodiment of this application;

[0054] Figure 6 A schematic diagram of a multi-effect combined component at the boundary of a deep and shallow water pool, provided in an embodiment of this application, in the first partition state;

[0055] In the picture:

[0056] 1. Shallow pool; 2. Deep pool; 3. Mounting slot; 4. Adjustable base;

[0057] 10. First lifting platform; 11. First breakwater; 20. Second lifting platform; 21. Second breakwater; 30. Support platform; 31. First partition wall; 32. Second partition wall; 33. Tilting plate; 41. First filler; 42. Second filler; 43. Third filler; 51. First support; 52. Second support; 53. Third support; 60. Fixing rib. Detailed Implementation

[0058] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this application. Based on the embodiments in this application specification, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection claimed in this application.

[0059] In the description of the embodiments of this application, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing the embodiments of this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the embodiments of this application. In addition, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0060] In the description of the embodiments of this application, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a replaceable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in the embodiments of this application according to the specific circumstances.

[0061] Please see Figure 1 and Figure 2 The first aspect provided in this application embodiment provides a multi-effect combined component for the boundary of a deep and shallow pool, including: a first lifting platform 10, a first breakwater 11, a second lifting platform 20, a second breakwater 21, a support platform 30, a first partition wall 31, and a second partition wall 32.

[0062] The multi-functional combined component for the boundary between shallow and deep water pools provided in this embodiment can be applied to a combined shallow and deep water pool having a shallow water pool 1 and a deep water pool 2. The first lifting platform 10 and the second lifting platform 20 are located on the side of the shallow water pool 1 closest to the deep water pool 2, and both can be raised and lowered independently. In practical applications, an installation groove 3 is provided in the test water pool, which can be located on the side of the shallow water pool 1 closest to the deep water pool 2. Multiple lifting drive components can be installed in the installation groove 3, and these components drive the first lifting platform 10 and the second lifting platform 20 to rise and fall independently.

[0063] The first breakwater 11 is disposed on the first lifting platform 10; the second breakwater 21 is disposed on the second lifting platform 20; and the support platform 30 is disposed between the first lifting platform 10 and the second lifting platform 20. The first partition wall 31 and the second partition wall 32 are rotatably disposed on the support platform 30.

[0064] In this embodiment, the first partition wall 31 and the second partition wall 32 can be flipped to a vertical position, allowing them to fit together. At this time, the states of the first partition wall 31 and the second partition wall 32 are as follows: Figure 2As shown, the water flow and waves between deep pool 2 and shallow pool 1 are blocked by the first partition wall 31 and the second partition wall 32, preventing them from affecting each other. Therefore, deep pool 2 and shallow pool 1 can be used independently for deep pool operation tests and shallow pool operation tests, respectively. Correspondingly, when deep pool 2 and shallow pool 1 are tested independently, the first wave-damping beach 11 and the second wave-damping beach 21 can rise above the bottom of shallow pool 1, thereby providing wave damping for deep pool 2 and shallow pool 1 respectively, and reducing the impact of waves on the first partition wall 31 and the second partition wall 32.

[0065] In this embodiment, the first partition wall 31 can also be flipped towards the first breakwater 11 so that the first partition wall 31 covers the first breakwater 11; the second partition wall 32 can also be flipped towards the second breakwater 21 so that the second partition wall 32 covers the second breakwater 21.

[0066] For details, please refer to Figure 3 In this state, the first wave-dissipating beach 11 and the second wave-dissipating beach 21 are both lowered below the bottom of the shallow pool 1. Then, the first partition wall 31 and the second partition wall 32 cover the first wave-dissipating beach 11 and the second wave-dissipating beach 21 respectively, so that the water flow and waves in the deep pool 2 can be directly transmitted to the shallow pool 1, so that the staff can conduct tests on the combined deep and shallow working conditions.

[0067] The multi-functional combined component provided in this embodiment enables staff to more quickly control the opening and closing of the combined deep and shallow water tanks without using hoisting equipment, thereby improving experimental efficiency.

[0068] In one implementation, the rotation of the first partition wall 31 and the second partition wall 32 can be controlled by a rotary motor. Correspondingly, a rotating shaft is fixed on both the first partition wall 31 and the second partition wall 32, and the rotating shaft is connected to the output end of the rotary motor. The rotary motor can be installed in a specially constructed drive chamber on both sides of the test water tank.

[0069] In one implementation, the first partition wall 31 and the second partition wall 32 can be multi-segment structures, that is, along the width direction of the pool (perpendicular to the arrangement direction of the deep pool 2 and the shallow pool 1), both the first partition wall 31 and the second partition wall 32 are composed of multiple wall sections. Each wall section can use a grid-like frame composed of intersecting metal plates. Sealing strips are provided on both sides of the wall section. Because the wall section is configured as a frame structure, the weight of each wall section can be controlled. Therefore, in this embodiment, the process of flipping the first partition wall 31 and the second partition wall 32 can be completed manually by workers. Specifically, after the first breakwater 11 and the second breakwater 21 are lowered, a movable pedestrian corridor serves as a platform for workers to stand on. Then, workers slowly tilt the wall section, which is completed with the cooperation of workers standing on the shallow pool 1.

[0070] In practical applications, the multi-functional joint component for the boundary between deep and shallow water pools provided in this application embodiment can form a first connected state, a second connected state, a third connected state, a first partitioned state, and a second partitioned state. For ease of explanation, in this embodiment, with the first partition wall 31 and the second partition wall 32 vertically attached, the opposite side of the first partition wall 31 and the second partition wall 32 is taken as their inner surface; that is, the right side of the first partition wall 31 in its vertical state is the inner surface, and the left side is the outer surface; the left side of the second partition wall 32 in its vertical state is the inner surface, and the right side is the outer surface.

[0071] The second partition state is as follows: Figure 2 As shown, at this time, both the first partition wall 31 and the second partition wall 32 are flipped to be vertical and fit together, so that the deep pool 2 and the shallow pool 1 are separated by the partition walls. Correspondingly, at this time, the first breakwater 11 and the second breakwater 21 rise to above the bottom of the shallow pool 1.

[0072] The first connected state is as follows: Figure 3 As shown, at this point, the first partition wall 31 flips up until its inner side is flush with the bottom of the shallow pool 1, and the second partition wall 32 flips up until its inner side is flush with the bottom of the shallow pool 1. At this time, both the first breakwater 11 and the second breakwater 21 descend below the bottom of the shallow pool 1. Because there are no breakwaters or partition walls obstructing the flow, the deep pool 2 and the shallow pool 1 can be directly connected, allowing the waves and currents in the deep pool 2 to directly affect the shallow pool 1, thus achieving a combined deep and shallow operation.

[0073] The second connected state is as follows: Figure 4 As shown, the second partition wall 32 flips so that its inner side is flush with the bottom of the shallow pool 1, while the first partition wall 31 flips and tilts, with its inner side lower than the bottom of the shallow pool 1. At this time, both the first breakwater shoal 11 and the second breakwater shoal 21 descend below the bottom of the shallow pool 1. In the second connected state, the first partition wall 31 tilts towards the deep pool 2 along the direction of the shallow pool 1. Specifically, in the first connected state, the first partition wall 31 is horizontal, and the transition between the deep pool 2 and the shallow pool 1 is at a right angle. In this case, when waves transmitted from the deep pool 2 enter the shallow pool 1, they will encounter a sudden decrease in water depth, causing a change in wave propagation patterns and dissipating wave potential energy. However, in real marine environments, the structures transitioning from deep water areas with a sudden decrease in depth to shallow water areas are mostly gentle slope transitions, and the possibility of right angle turns is small, making the fitting reference of the first connected state limited. In the second connected state, the first partition wall 31 can serve as an inclined pool bottom, thereby reducing the water depth difference at the boundary between the deep and shallow pools, forming a sloping transition structure at the boundary of the shallow pool 1, reducing the dissipation of wave potential energy entering the shallow pool 1, and improving the fit between the pool and the actual environment.

[0074] The third connected state is as follows: Figure 5As shown, in this state, the first partition wall 31 and the second partition wall 32 are joined together and then rotated synchronously. In the third connected state, the second breakwater 21 descends below the shallow pool 1, and then the first partition wall 31 and the second partition wall 32 rotate synchronously to cover the second breakwater 21, with the outer side of the first partition wall 31 flush with the bottom of the shallow pool 1. In this state, the first lifting platform 10 drives the first breakwater 11 to rise and fall until the top of the first breakwater 11 is located between the top surface of the support platform 30 and the bottom of the shallow pool 1. Specifically, the joined first partition wall 31 and the second partition wall 32 are both rotated to a horizontal state at this time, and the two partition walls are located between the top surface of the support platform 30 and the bottom of the shallow pool 1. Therefore, at this time, the top of the first breakwater 11 is located between the outer side of the first partition wall 31 and the outer side of the second partition wall 32 in terms of height, so that the first breakwater 11 can serve as a transition structure between the deep pool 2 and the shallow pool 1. In practical applications, the structure of the breakwater has a slope, so in the third connected state, the first breakwater 11 can create a sloped transition at the boundary between the deep pool 2 and the shallow pool 1. As one implementation, the first breakwater 11 can be configured as an arc-shaped breakwater, so that an arc-shaped transition is formed between the deep pool 2 and the shallow pool 1, thereby adapting to the terrain of the arc-shaped transition between deep and shallow water.

[0075] The first partition state is as follows: Figure 6 As shown, in this state, the first partition wall 31 and the second partition wall 32 are aligned and then rotated synchronously. In the first partition state, the second breakwater 21 descends below the shallow pool 1, and the first partition wall 31 and the second partition wall 32 rotate so that they both cover the second breakwater 21, with the outer side of the first partition wall 31 flush with the bottom of the shallow pool 1. In this state, the first lifting platform 10 lifts the first breakwater 11 until its top is above the bottom of the shallow pool 1, allowing the first partition state to simulate lagoon and shallow pool breakwater scenarios. A lagoon refers to a seaside area where sandbars and embankments create a barrier between deep and shallow water areas, preventing direct connection. In this embodiment, the first breakwater 11 can rise above the bottom of the shallow pool 1, simulating a lagoon scenario, and the height of the movable first breakwater 11 can be adjusted as needed.

[0076] It should be noted that in some test scenarios, the water level in the pool needs to be adjusted. The relationship between the water level and the position of the breakwater affects the wave-damping effect. In existing technologies, breakwater structures are generally of a fixed height, so changes in the water level during testing directly affect the wave-damping performance of the breakwater. In this design, the first breakwater 11 can be raised and lowered to adapt to the water level, ensuring effective wave-damping in tests at different water levels.

[0077] In practical applications, a sealing structure can be installed on the rear side of the first breakwater 11 (the side facing away from the deep pool 2). When the first breakwater 11 is a hollow structure, and the multi-effect combined component switches to the first partition state, etc., the staff can install a partition on the rear side of the first breakwater 11 to ensure that the deep pool 2 and the shallow pool 1 in the lagoon scene are in a partitioned state.

[0078] As one implementation method, please refer to Figure 3 This embodiment also includes a first filler 41. In the first connected state, the first filler 41 is installed between the first partition wall 31 and the second partition wall 32, so that the first partition wall 31 and the second partition wall 32 transition smoothly.

[0079] In this embodiment, the first filler 41 can be made of multiple block structures manufactured by 3D printing. In use, workers can sequentially place it between the first partition wall 31 and the second partition wall 32, allowing the multiple block structures to be assembled into the first filler 41. The first filler 41 prevents large gaps from forming between the first partition wall 31 and the second partition wall 32, which could affect the experimental results.

[0080] In one embodiment, this embodiment also includes a second filler 42 and a third filler 43; in the third connected state, the second filler 42 is detachably disposed on the side of the shallow pool 1 near the deep pool 2, so that the pool wall of the deep pool 2 and the first breakwater 11 form a smooth transition; in the third connected state, the third filler 43 is detachably disposed between the first breakwater 11 and the first partition wall 31, so that the outer surfaces of the first breakwater 11 and the first partition wall 31 form a smooth transition.

[0081] Similarly, the second filler 42 and the third filler 43 can be multiple block structures manufactured using 3D printing. The second filler 42 is disposed on the pool wall and can be fixedly connected to the pool wall by bolts or other connectors.

[0082] As one implementation method, please refer to Figure 3 This embodiment also includes a first support member 51 and a second support member 52; in the first connected state, the first support member 51 is disposed on the side of the shallow pool 1 near the deep pool 2, and is used to provide support for the first partition wall 31; in the first connected state, the second support member 52 is detachably disposed on the second lifting platform 20, and is used to provide support for the second partition wall 32.

[0083] In one embodiment, the first support member 51 can be configured as an integral structure with the pool wall. The second support member 52 can be detachably connected to the second lifting platform 20 via a pin or similar means. The first support member 51 and the second support member 52 can improve the stability of the placement of the first partition wall 31 and the second partition wall 32.

[0084] In one embodiment, the second support member 52 can also be disposed on the wall of the mounting groove 3 in the shallow water pool 1, and configured as a telescopic structure. When the second partition wall 32 is flipped to the vertical position, the second support member 52 retracts into the groove wall to avoid the lifting and lowering of the second lifting platform 20; when the second partition wall 32 is flipped to the horizontal position, the second support member 52 can extend to provide support for the second partition wall 32. In the third connected state ( Figure 5 ), first connected state ( Figure 3 ) and second connected state ( Figure 4 In this embodiment, the second partition wall 32 can be rotated to different horizontal positions, allowing workers to control the extension of the second support member 52 at different heights. It should be noted that the construction of a structure capable of being at different heights and extending / retracting is existing technology; therefore, the arrangement of the second support member 52 as a telescopic structure will not be described in detail in this embodiment.

[0085] In one embodiment, the first support member 51 is detachably connected to the pool structure of the shallow pool 1. The installation and removal of the first support member 51 can be performed by the worker standing on the liftable base 4 in the deep pool 2 (e.g., [missing information]). Figure 3 As shown, it is supported by the liftable base 4.

[0086] In one embodiment, see Figure 3 and Figure 4 This embodiment also includes a third support member 53; the height of the third support member 53 is less than that of the first support member 51; in the second connected state, the third support member 53 is detachably installed on the side of the shallow pool 1 near the deep pool 2 to provide support for the first partition wall 31.

[0087] Specifically, in the second connected state, the first partition wall 31 is in an inclined state. In the first connected state, the first partition wall 31 is in a horizontal state. Therefore, in this embodiment, the third support member 53 and the first support member 51 can provide support for the first partition wall 31 in both states.

[0088] In one embodiment, see Figure 2 This embodiment also includes a fixing rib 60; when the first partition wall 31 and the second partition wall 32 are attached to each other, the two ends of the fixing rib 60 are respectively connected to the first partition wall 31 and the second partition wall 32.

[0089] In practical applications, the fixing ribs 60 can be set on the top or side of the first partition wall 31 and the second partition wall 32, and their two ends can be connected to the partition walls by bolts or other connectors. The fixing ribs 60 can improve the structural stability of the first partition wall 31 and the second partition wall 32 after they are attached, improve the stability of the two when they are standing together, and facilitate the two to be flipped together.

[0090] In one embodiment, see Figures 2 to 6 The support platform 30 is capable of being raised and lowered, and a flip-up plate 33 is provided on the support platform 30; the first partition wall 31 and the second partition wall 32 are flipped and mounted on the flip-up plate 33. The raising and lowering of the support platform 30 can also be independently controlled by the lifting drive component in the mounting slot 3.

[0091] In this embodiment, after the first partition wall 31 and the second partition wall 32 are connected by a fixed rib 60, when the operator controls the first partition wall 31 and the second partition wall 32 to flip together, the two can drive the flipping plate 33 to flip, and the rotating shaft of the flipping plate 33 plays a rotational support role.

[0092] In practical applications, when it is not necessary to flip the two partitions simultaneously, the flipping plate 33 can be fixed to the support platform 30 by bolts or other connecting parts.

[0093] In one embodiment, a pressure sensor is provided on the first partition wall 31 and / or the second partition wall 32. The pressure sensor can be embedded in the inner and outer sides of the first partition wall 31, and in the inner side of the second partition wall 32, so that the operator can obtain the bottom pressure of the pool in real time during use.

[0094] In practical applications, pressure sensors are typically installed within the tank body. However, since test tanks are generally supported by concrete structures, repairs are difficult when the pressure sensors fail. In this embodiment, installing the pressure sensor on a partition wall greatly improves the ease of maintenance without affecting the validity of the test data.

[0095] In one embodiment, a damping wave-absorbing structure is provided on the first partition wall 31 and / or the second partition wall 32.

[0096] Specifically, taking the first partition wall 31 and the second partition wall 32 as examples, both are equipped with damping wave-absorbing structures. In independent test conditions of deep and shallow water pools, the two can absorb the wave energy impacting the partition wall through the damping wave-absorbing structures, thereby eliminating the energy of the moving water body and playing a wave-absorbing role. At the same time, it can also improve the durability and stability of the partition wall.

[0097] In this embodiment, the damping wave-dissipating structure can be, for example, a damping block disposed in the grid frame of the partition wall. The damping block is a mesh energy dissipation structure that can absorb wave impact energy.

[0098] The second aspect of this application provides a test water tank, such as... Figures 1 to 6 As shown, it includes a deep pool 2, a shallow pool 1, and a multi-functional joint component for the boundary between the deep and shallow pools as described in any of the above.

[0099] The above are merely preferred embodiments of this application and are not intended to limit the present invention. Although this application has been described in detail with reference to examples, those skilled in the art can still modify the technical solutions described in the foregoing examples or make equivalent substitutions for some of the technical features. However, any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this application should be included within the protection scope of this application.

Claims

1. A multi-functional joint component for the boundary of deep and shallow water pools, characterized in that, include: First lifting platform (10), first breakwater (11), second lifting platform (20), second breakwater (21), support platform (30), first partition wall (31) and second partition wall (32); The first lifting platform (10) and the second lifting platform (20) are mounted on the side of the shallow pool (1) near the deep pool (2) and can be raised and lowered. The first breakwater (11) is disposed on the first lifting platform (10); The second breakwater (21) is located on the second lifting platform (20); The support platform (30) is disposed between the first lifting platform (10) and the second lifting platform (20); The first partition wall (31) and the second partition wall (32) are rotatably mounted on the support platform (30). The first partition wall (31) and the second partition wall (32) can be flipped to be vertical so that they fit together; The first partition wall (31) can be flipped toward the first breakwater (11) so that the first partition wall (31) covers the first breakwater (11); The second partition wall (32) can be flipped toward the second breakwater (21) so that the second partition wall (32) covers the second breakwater (21); The support platform (30) is capable of being raised and lowered, and the support platform (30) is provided with a flip plate (33) that can be flipped. The first partition wall (31) and the second partition wall (32) are rotatably mounted on the flip plate (33).

2. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 1, characterized in that, The multi-functional joint component at the boundary of the deep and shallow water pools can form a first connected state; In the first connected state, the first partition wall (31) flips up so that its inner side is flush with the bottom of the shallow pool (1), and the second partition wall (32) flips up so that its inner side is flush with the bottom of the shallow pool (1).

3. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 2, characterized in that, It also includes the first filler (41); In the first connected state, the first filler (41) is installed between the first partition wall (31) and the second partition wall (32), so that the first partition wall (31) and the second partition wall (32) transition smoothly.

4. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 2, characterized in that, The multi-functional joint component at the boundary of the deep and shallow pools can form a second connected state; In the second connected state, the second partition wall (32) flips up until its inner side is flush with the bottom of the shallow pool (1), and the first partition wall (31) flips up and tilts, with its inner side lower than the bottom of the shallow pool (1).

5. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 4, characterized in that, It also includes a first support member (51) and a second support member (52); In the first connected state, the first support member (51) is disposed on the side of the shallow pool (1) near the deep pool (2) to provide support for the first partition wall (31); In the second connected state, the second support member (52) is detachably mounted on the second lifting platform (20) to provide support for the second partition wall (32).

6. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 5, characterized in that, It also includes a third support component (53); The first support member (51) is detachably connected to the pool structure of the shallow pool (1); The height of the third support member (53) is less than that of the first support member (51); In the second connected state, the third support member (53) is detachably disposed on the side of the shallow pool (1) near the deep pool (2) to provide support for the first partition wall (31).

7. The multi-functional combined component for the boundary between deep and shallow water pools according to any one of claims 1 to 6, characterized in that, It also includes a fixing rib (60); When the first partition wall (31) and the second partition wall (32) are fitted together, the two ends of the fixing rib (60) are respectively connected to the first partition wall (31) and the second partition wall (32).

8. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 7, characterized in that, The multi-functional joint component at the boundary of the deep and shallow pools can form a third connected state; In the third connected state, the first partition wall (31) and the second partition wall (32) are flipped so that they both cover the second breakwater (21), and the outer side of the first partition wall (31) is flush with the bottom of the shallow pool (1); In the third connected state, the first lifting platform (10) drives the first wave-dissipating beach (11) to rise and fall until the top of the first wave-dissipating beach (11) is located between the top surface of the support platform (30) and the bottom of the shallow pool (1).

9. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 8, characterized in that, The first wave-dissipating beach (11) is an arc-shaped wave-dissipating beach.

10. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 8, characterized in that, It also includes a second filler (42) and a third filler (43); In the third connected state, the second filler (42) is detachably disposed on the side of the shallow pool (1) near the deep pool (2), so that the pool wall of the deep pool (2) and the first wave-dissipating beach (11) form a smooth transition. In the third connected state, the third filler (43) is detachably disposed between the first breakwater (11) and the first partition wall (31), so that a smooth transition is formed between the outer surfaces of the first breakwater (11) and the first partition wall (31).

11. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 7, characterized in that, The multi-functional joint component at the boundary of the deep and shallow pools can form a first partition state; In the first partition state, the first partition wall (31) and the second partition wall (32) are flipped so that they both cover the second breakwater (21), and the outer side of the first partition wall (31) is flush with the bottom of the shallow pool (1); In the first partition state, the first lifting platform (10) drives the first breakwater (11) to rise and fall until the top of the first breakwater (11) is above the bottom of the shallow pool (1).

12. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 1, characterized in that, Pressure sensors are provided on the first partition wall (31) and / or the second partition wall (32).

13. The multi-functional combined component for the boundary between deep and shallow water pools according to claim 1, characterized in that, The first partition wall (31) and / or the second partition wall (32) are provided with a damping wave-absorbing structure.

14. A test water tank, characterized in that, Includes the multi-functional combined component for the boundary between deep and shallow water pools as described in any one of claims 1 to 13.

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