Vision-based concrete visual surface vibration quality detection device and use method

Abstract

The invention provides a concrete visual surface vibration quality detection device based on vision and a use method, and belongs to the technical field of concrete vibration quality detection. Comprising a bottom telescopic module, a transparent window observation module, a top telescopic module and stand columns, the transparent window observation module is arranged at the top of the bottom telescopic module, the top telescopic module is arranged at the top of the transparent window observation module, and the stand columns are fixedly connected to the front face and the back face of the top telescopic module. Through the arrangement of the bottom telescopic module, the transparent window observation module, the top telescopic module, the stand columns, the extrusion module and the water bag module, the appearance of the device is consistent with that of an existing wall formwork, so that the device can serve as a wall formwork to facilitate pouring of a wallboard after being assembled; and the concrete vibration quality condition can be directly detected during pouring, one device has multiple use functions, and the market competitiveness of the device is improved to a certain degree.

Description

Technical Field

[0001] This invention relates to the field of concrete vibration quality testing technology, and in particular to a vision-based concrete visible surface vibration quality testing device and its usage method. Background Technology

[0002] Concrete vibration quality inspection refers to the process of checking and evaluating the effectiveness of vibration operations during concrete pouring and the quality of the final concrete structure through a series of professional methods and technical means. Its core purpose is to ensure that the vibration operation meets the specifications, thereby guaranteeing that the concrete achieves the key properties required by the design, such as strength, density, and integrity, and avoiding quality defects such as honeycomb, pitting, voids, and cracks caused by improper vibration.

[0003] Although there are various existing devices for testing the quality of concrete vibration, most of them perform testing after the concrete structure has been formed, which takes a long time and is only for testing purposes, resulting in poor market competitiveness. While a very small number of existing devices are equipped with transparent windows to help observe the air bubbles in the concrete during the later stages of vibration, most of these windows are fixed and cannot be raised with the height of the concrete pouring. Therefore, they can only observe the vibration of a localized part of the concrete in the container, and defects in other unvibrated areas cannot be detected in time. This may increase the probability of "pockmarked surfaces" and thus affect the aesthetics of the building surface. Because existing devices can only test the strength of the concrete and whether there are internal gaps, they cannot control or reduce the occurrence of "missed vibration" during pouring. Therefore, existing devices may increase the probability of "cavities" due to their inability to control or reduce "missed vibration," thereby affecting the quality of the project. Summary of the Invention

[0004] The technical problem to be solved by this invention is to provide a vision-based concrete visible surface vibration quality detection device and its usage method to address the problems of existing devices having limited functionality, poor market competitiveness, the inability to observe local vibration conditions and the inability to observe the pouring conditions of each section, which increases the probability of "pockmarked surface" affecting the aesthetics of the building surface, and the inability of existing devices to control or reduce the occurrence of "missed vibration", which increases the probability of "cavity" and thus affects the quality of the project.

[0005] To solve the above-mentioned technical problems, the present invention provides the following technical solution:

[0006] A vision-based concrete visible surface vibration quality detection device and its usage method include a bottom telescopic module, a transparent window observation module at the top of the bottom telescopic module, a top telescopic module at the top of the transparent window observation module, columns fixedly connected to the front and back of the top telescopic module, and a compression module and a water bladder module arranged sequentially from top to bottom inside the bottom telescopic module and the top telescopic module. A leakage vibration prevention module is provided on the side of the compression module.

[0007] Optionally, the bottom telescopic module includes a bottom U-shaped plate, a first base plate is fixedly connected to the top of the bottom U-shaped plate, a water bladder module is fixedly connected to the top of the first base plate, a squeezing module is provided on the top of the water bladder module, a first top plate is provided on the top of the squeezing module, and a transparent window observation module is provided on the top of the first top plate.

[0008] Optionally, the transparent window observation module includes a tempered glass plate, a triangular inclined plate on one side of the tempered glass plate, an acrylic transparent hollow plate on the other side of the tempered glass plate, a convex lens panel on one side of the acrylic transparent hollow plate, an iron plate on one side of the convex lens panel, a C-shaped plate fixedly connected to one side of the iron plate, a camera slot on one side of the C-shaped plate, a camera inside the camera slot, and the camera being threadedly connected to the C-shaped plate via camera bolts.

[0009] Optionally, the top telescopic module includes a top U-shaped plate, a second top plate fixedly connected to the bottom of the top U-shaped plate, a compression module at the bottom of the second top plate, a water bladder module at the bottom of the compression module, a second bottom plate at the bottom of the water bladder module, and a transparent window observation module at the bottom of the second bottom plate.

[0010] Optionally, the extrusion module includes a hollow strip plate with several rod holes on its side. From left to right, a U-shaped upright plate, a first L-shaped upright plate, a second L-shaped upright plate, and a third L-shaped upright plate are fixedly connected to the bottom of the hollow strip plate. A door slot is provided on one side of each of the U-shaped upright plate, the first L-shaped upright plate, and the second L-shaped upright plate. A door is provided inside the door slot, and a counterweight is fixedly connected to the bottom of the door.

[0011] Optionally, a fourth L-shaped plate is fixedly connected to one side of the third L-shaped plate, a water inlet / outlet groove is provided on one side of the third L-shaped plate, a first water bladder is provided at the bottom of the U-shaped plate, a second water bladder is provided at the bottom of the first L-shaped plate, a third water bladder is provided at the bottom of the second L-shaped plate, and a fourth water bladder is provided at the bottom of the third L-shaped plate.

[0012] Optionally, the water bladder module includes a long outer shell with a long groove on one side. A squeeze water bladder is provided inside the long outer shell. The squeeze water bladder and the long groove are adapted to each other. A water injection end is provided on one side of the squeeze water bladder, and a water injection end cap is threadedly connected to the surface of the water injection end.

[0013] Optionally, the leakage vibration prevention module includes an inner side plate, on one side of which a compression spring and a trigger rod are fixedly connected from left to right. One end of the compression spring is fixedly connected to a compression module. The inner side plate is provided with a trigger button via the trigger rod, and a PLC controller is provided on one side of the trigger button.

[0014] Optionally, a red light base is fixedly connected to one side of the PLC controller, and red lights are threadedly connected to both the front and back of the red light base. A base platform is provided on one side of the red light base, and a pressing module is fixedly connected to one side of the base platform. The red light base is threadedly connected to the base platform via base platform bolts.

[0015] The method for using a vision-based concrete visible surface vibration quality inspection device includes the following steps:

[0016] Step 1: When the building wall panel needs construction, the workers assemble this device as a formwork template for the wall. At this time, concrete pouring can be carried out. Before the concrete is poured, the transparent window observation module is at the lowest height of the bottom telescopic module. At this time, the transparent window observation module will squeeze some components of the bottom telescopic module. When some components of the bottom telescopic module move downward, they will squeeze the squeezing module and water bladder module inside into a flat shape, so that the transparent window observation module is at the lowest point of the bottom telescopic module. Correspondingly, because the transparent window observation module is at the lowest point of the bottom telescopic module, some components inside the top telescopic module will be driven downward by the transparent window observation module, which in turn will drive the water bladder module and squeezing module inside to move downward, thereby filling the space compressed by the bottom telescopic module, thus keeping the overall height of the device unchanged.

[0017] When concrete is poured, as it rises in height within the device, the transparent observation module gradually floats upwards. As it rises, the bottom telescopic module, along with its internal compression and water bladder modules, slowly returns to their original shape. Conversely, as the observation module rises, the top telescopic module, its internal compression and water bladder modules are gradually compressed and deformed. The bottom telescopic module and its internal compression and water bladder modules slowly replace the height of the top telescopic module and its internal compression and water bladder modules. Workers can observe the vibration of each section of concrete within the device through the transparent observation module, promptly identifying whether air bubbles have been completely vibrated out, and then promptly communicating for re-vibration. After vibration, the concrete is compressed outwards, compressing the leakage prevention module, which then releases a red light, indicating that vibration is in place and no leakage has occurred. If the red light is not visible in any area, it indicates insufficient vibration or leakage, potentially creating a "cavity." In this case, re-vibration is necessary to prevent the "cavity" from occurring, completing the operation.

[0018] Step 2: Before the concrete is poured, the transparent window observation module needs to be at the lowest point of the bottom telescopic module. Because the transparent window observation module is at the lowest point of the bottom telescopic module, the weight of the first top plate will press down on it. This will cause the compression module and water bladder module between the first top plate and the first bottom plate to be compressed and deformed, gradually becoming flat. This will cause the height of the bottom telescopic module, compression module, and water bladder module to change. At this time, the top telescopic module and its internal compression module and water bladder module will also deform, but the shape of the deformation is opposite to that of the bottom telescopic module and its internal compression module and water bladder module. The top telescopic module and its internal compression module and water bladder module will gradually unfold to make up for the height of the bottom telescopic module and its internal compression module and water bladder module that were compressed.

[0019] However, as the concrete is poured, the transparent window observation module will be lifted as the concrete height gradually increases. This will cause the first top plate of the bottom telescopic module to move upward, which in turn will cause the compression module and water bladder module between the first bottom plate and the first top plate to move upward, gradually returning to their original state and increasing in height. At this time, the height of the top telescopic module and its internal compression module and water bladder module will be compressed and deformed due to the upward movement of the transparent window observation module, and the height will gradually decrease. However, the shortened height will be gradually replaced by the bottom telescopic module and its internal compression module and water bladder module, completing the operation.

[0020] Step 3: Before the concrete is poured, the transparent window observation module is initially placed at the lowest point of the bottom telescopic module. However, as the concrete is poured, the workers vibrate and pour at the same time. When the concrete falls, it hits the triangular inclined plate. Because the triangular inclined plate has an incline, the concrete slides down the incline. As the height of the concrete gradually increases, the top of the concrete will press against the bottom of the triangular inclined plate. Because the bottom of the triangular inclined plate is flat and has a large contact area, the triangular inclined plate can always float on top of the concrete. As the height of the concrete gradually increases, the concrete will also push the triangular inclined plate upward. The triangular inclined plate floats upward with the concrete, which in turn drives the entire module to float upward.

[0021] When the module floats as a whole, it causes some components of the bottom telescopic module and its internal squeezing module and water bladder module to move upwards. At the same time, some components of the top telescopic module and its internal squeezing module and water bladder module also move upwards. The bottom telescopic module and its internal squeezing module and water bladder module expand in height, while the top telescopic module and its internal squeezing module and water bladder module are compressed in height. The convex lens panel magnifies the shape of the concrete surface on one side of the tempered glass plate. Workers or construction workers can analyze the quality of vibration by using the magnified image of the convex lens panel captured by the camera, and take timely measures. Workers or construction workers can easily observe the vibration of each section of concrete pouring, intervene in time, and reduce the occurrence of "pockmarked surfaces".

[0022] Step 4: When the transparent window observation module is at the lowest point of the bottom telescopic module, the second base plate of the top telescopic module will also be moved downwards until it reaches the lowest point of the bottom telescopic module. As the second base plate moves downwards, the compression module and water bladder module between the second base plate and the second top plate will also move downwards. When moving downwards, the compression module and water bladder module are full and return to their original shape. At this time, the second base plate, compression module, and water bladder module will fill the part of the height lost by the compression of the bottom telescopic module and its internal compression module and water bladder module. When the transparent window observation module floats upwards synchronously with the concrete, the second base plate will also move upwards with the transparent window observation module, which will cause the compression module and water bladder module to gradually compress and deform, and finally be compressed into a flat shape. At this time, the height lost by the top telescopic module and its internal compression module and water bladder module will be filled by the bottom telescopic module and its internal compression module and water bladder module, thereby keeping the overall height of the device constant and completing the operation.

[0023] Step 5: When the extrusion module is in its original state, the second, third, and fourth water bladders, as well as the fourth L-shaped plate, are empty. All the water is in the first water bladder, which is full and upright. When the module is pressed down, the hollow elongated plate also presses down, causing the first water bladder to be squeezed onto the water bladder module. As the pressure continues to increase, the first water bladder will be completely pressed against the elongated outer shell of the water bladder module. This downward pressure will push the extrusion water bladder towards the elongated groove. At this point, the first water bladder seals off part of the elongated outer shell, preventing the extrusion water bladder from... Returning to its original position, after the first water bladder is completely pressed down, the water inside will be forced open by the high pressure and enter the second water bladder. Similarly, after continuous pressing, the second water bladder will also be pressed down to the long outer shell, continuously squeezing the water bladder towards the long groove. The water inside the second water bladder will also be forced through the door by the high pressure and enter the third water bladder. The third water bladder is pressed down, continuing to squeeze the water bladder towards the long groove. At this time, the water inside the third water bladder will also be forced through the door by the high pressure and enter the fourth water bladder. At this time, the fourth water bladder is also affected by the downward pressure and pressed down towards the long outer shell, thus exposing the water bladder through the long groove to the outside.

[0024] Water from the fourth water bladder enters the fourth L-shaped plate. Because the hollow strip plate completely presses down to seal the inlet and outlet water channels, the water cannot return. Similarly, the downward pressure of the hollow strip plate also seals the long groove of the long outer shell, preventing the squeezed water bladder from returning to its original position. At this time, the first, second, third, and fourth water bladders of the squeezing module, as well as the long outer shell of the water bladder module, are completely compressed and flattened. This allows the hollow strip plate to fit onto the hollow strip plate at other heights, enabling its sides to better fit the concrete. Consequently, the compressed height is shorter, allowing the transparent window observation module to observe a greater height, thus completing the operation.

[0025] Step Six: After the concrete is fully vibrated, it will be squeezed outwards. When the concrete reaches the anti-vibration module, the inner plate is first squeezed by the concrete, which in turn squeezes the spring, causing it to deform. This causes the trigger rod to move towards the trigger button. When the trigger rod touches the trigger button, the PLC controller will start, supplying power to the red light base, which will then illuminate the red light. Therefore, the red light at the corresponding height will only be triggered and illuminated after the concrete is fully vibrated. However, if a section of concrete at a certain height is not fully vibrated or is under-vibrated, the red light at the corresponding height will not illuminate. Workers or construction supervisors need to communicate promptly and implement re-vibration to reduce the occurrence of "cavities" and complete the operation.

[0026] Compared with the prior art, the present invention has at least the following beneficial effects:

[0027] In the above solution, by setting up a bottom telescopic module, a transparent window observation module, a top telescopic module, a column, an extrusion module, and a water bladder module, the appearance of the device is consistent with the existing wall formwork template. This allows the device to not only pour wall panels but also directly detect the concrete vibration quality during pouring, making it a multi-functional device that increases its market competitiveness to a certain extent.

[0028] By incorporating a bottom telescopic module, a transparent window observation module, a top telescopic module, an extrusion module, and a water bladder module, the transparent window observation module can rise with the height of the concrete pouring. The device can still be used as a formwork for the wall concrete pouring, without affecting the pouring effect. This allows for direct observation of the changes in air bubbles after vibration at each height of the poured concrete within the wall panel. This enables better monitoring of the entire wall panel's pouring and vibration process. If air bubbles are not completely expelled, timely communication with the vibration workers can be established for re-vibration, thereby reducing the probability of "pockmarked" surfaces on the wall and ensuring the aesthetic appearance of the building's wall surface.

[0029] By incorporating a vibration leakage prevention module, the device can prevent leakage after the concrete has been fully vibrated. As the concrete fills the inner wall of the device, it exerts a certain compressive force, causing the inner plate to move in the direction of concrete compression. This triggers the trigger rod to activate the trigger button on the PLC controller, which then supplies power to the red light base, illuminating the red light. The presence or absence of the red light indicates whether there has been any "leakage vibration" during the vibration process. This can control or reduce the occurrence of "leakage vibration" to a certain extent, thereby reducing the probability of "cavities" and ensuring the quality of the project. Attached Figure Description

[0030] The accompanying drawings, which are incorporated herein and form part of the specification, illustrate embodiments of the invention and, together with the specification, further serve to explain the principles of the invention and enable those skilled in the art to practice and use the invention.

[0031] Figure 1 A schematic diagram of a vision-based concrete visible surface vibration quality testing device and its usage method.

[0032] Figure 2 for Figure 1 Enlarged schematic diagram of part of the structure;

[0033] Figure 3 A schematic diagram of the bottom telescopic module structure of a vision-based concrete visible surface vibration quality detection device and its usage method;

[0034] Figure 4 for Figure 3 Enlarged schematic diagram of part of the structure;

[0035] Figure 5 A schematic diagram of the transparent window observation module structure for a vision-based concrete visible surface vibration quality detection device and its usage method.

[0036] Figure 6 for Figure 5 Enlarged schematic diagram of part of the structure;

[0037] Figure 7 A schematic diagram of the top telescopic module structure of a vision-based concrete visible surface vibration quality detection device and its usage method;

[0038] Figure 8 A schematic diagram of the extrusion module structure of a vision-based concrete visible surface vibration quality detection device and its usage method;

[0039] Figure 9 for Figure 8 Enlarged schematic diagram of Part A;

[0040] Figure 10 for Figure 8 Enlarged schematic diagram of Part B;

[0041] Figure 11 A schematic diagram of the water bladder module structure for a vision-based concrete visible surface vibration quality detection device and its usage method.

[0042] Figure 12 for Figure 11 Enlarged schematic diagram of part of the structure;

[0043] Figure 13 This is a schematic diagram of the structure of a vision-based concrete visible surface vibration quality detection device and its usage method, as well as a leakage vibration prevention module.

[0044] Figure 14 for Figure 13 Enlarged schematic diagram of Part A;

[0045] Figure 15 for Figure 13 Enlarged schematic diagram of Part B.

[0046] Figure label:

[0047] 1. Bottom telescopic module; 101. Bottom U-shaped plate; 102. First base plate; 103. First top plate; 2. Transparent window observation module; 201. Tempered glass plate; 202. Triangular inclined plate; 203. Acrylic transparent hollow plate; 204. Convex lens panel; 205. Iron plate; 206. C-shaped plate; 207. Camera; 3. Top telescopic module; 301. Top U-shaped plate; 302. Second top plate; 303. Second base plate; 4. Column; 5. Extrusion module; 501. Hollow strip plate; 502. U-shaped upright plate; 503. First L-shaped upright plate; 504. Second L-shaped upright plate; 505, Third L-shaped upright plate; 506, Door; 507, Counterweight block; 508, Fourth L-shaped plate; 509, First water bladder; 510, Second water bladder; 511, Third water bladder; 512, Fourth water bladder; 6, Water bladder module; 601, Long outer shell; 602, Squeezable water bladder; 603, Water injection end; 604, Water injection end cover; 7, Leakage and vibration prevention module; 701, Inner side plate; 702, Squeezable spring; 703, Trigger rod; 704, Trigger button; 705, PLC controller; 706, Red light base; 707, Red light; 708, Base platform.

[0048] As shown in the figure, specific structures and devices are marked in the figure to clearly illustrate the structure of the embodiments of the present invention. However, this is only for illustrative purposes and is not intended to limit the present invention to this specific structure, device and environment. Those skilled in the art can adjust or modify these devices and environments according to specific needs. Detailed Implementation

[0049] The vision-based concrete visible surface vibration quality detection device and its usage method provided by the present invention will be described in detail below with reference to the accompanying drawings and specific embodiments. It should also be noted that, to make the embodiments more detailed, the following embodiments are the best and preferred embodiments, and those skilled in the art can use other alternative methods to implement some known technologies; moreover, the accompanying drawings are only for more specific description of the embodiments and are not intended to specifically limit the present invention.

[0050] It should be noted that the use of terms such as "an embodiment," "an embodiment," "an exemplary embodiment," and "some embodiments" in the specification indicates that the described embodiment may include a specific feature, structure, or characteristic, but not every embodiment necessarily includes that specific feature, structure, or characteristic. Furthermore, when a specific feature, structure, or characteristic is described in connection with an embodiment, implementing such a feature, structure, or characteristic in conjunction with other embodiments (whether explicitly described or not) should be within the knowledge of those skilled in the art.

[0051] Generally, terms can be understood at least partly from their use in context. For example, depending at least partly on the context, the term "one or more" as used herein can be used to describe any feature, structure, or characteristic in a singular sense, or a combination of features, structures, or characteristics in a plural sense. Additionally, the term "based on" can be understood not necessarily to convey an exclusive set of factors, but rather, alternatively, depending at least partly on the context, to allow for the presence of other factors that are not necessarily explicitly described.

[0052] It is understood that the meanings of “on”, “above”, and “above” in this invention should be interpreted in the broadest manner, such that “on” means not only “directly on” something, but also includes the meaning of being “on” something with an intervening feature or layer, and that “above” or “above” means not only “on” something, but also includes the meaning of being “on” something without an intervening feature or layer.

[0053] Furthermore, spatially related terms such as “below,” “under,” “lower,” “above,” and “upper” are used herein for convenience to describe the relationship of one element or feature to one or more other elements or features, as illustrated in the accompanying drawings. Spatially related terms are intended to cover different orientations in the use or operation of the device other than those depicted in the accompanying drawings. The device may be oriented in other ways, and the spatially related descriptive terms used herein can be interpreted similarly.

[0054] like Figure 1 and Figure 2 As shown, the embodiments of the present invention provide a vision-based concrete visible surface vibration quality detection device and its usage method, including a bottom telescopic module 1, a transparent window observation module 2 at the top of the bottom telescopic module 1, a top telescopic module 3 at the top of the transparent window observation module 2, and columns 4 fixedly connected to the front and back of the top telescopic module 3. The bottom telescopic module 1 and the top telescopic module 3 are provided with a compression module 5 and a water bladder module 6 from top to bottom inside. The side of the compression module 5 is provided with a leakage vibration prevention module 7.

[0055] The column 4 is welded between the bottom telescopic module 1 and the top telescopic module 3. The extrusion module 5 and the water bladder module 6 are respectively installed inside the bottom telescopic module 1 and the top telescopic module 3. The extrusion module 5 and the water bladder module 6 are connected as a whole. The leakage vibration prevention module 7 is installed on the extrusion module 5 to complete the assembly.

[0056] When building wall panels need to be constructed, workers assemble this device as a formwork template for the wall, and then concrete pouring can be carried out. Before the concrete is poured, the transparent window observation module 2 is at the lowest height of the bottom telescopic module 1. At this time, the transparent window observation module 2 will squeeze some components of the bottom telescopic module 1. When some components of the bottom telescopic module 1 move downward, they will squeeze the squeezing module 5 and water bladder module 6 inside into a flat shape, so that the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1. Correspondingly, the top telescopic module 3 will be driven downward by the transparent window observation module 2 because the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1. In turn, it will drive the water bladder module 6 and squeezing module 5 inside to move downward, thereby filling the space compressed by the bottom telescopic module 1, so that the overall height of the device remains unchanged.

[0057] When concrete is poured, as it rises into the device, the transparent window observation module 2 gradually floats upwards. As it rises, the bottom telescopic module 1, along with its internal compression module 5 and water bladder module 6, slowly returns to their original shape. Conversely, as the transparent window observation module 2 floats upwards, the top telescopic module 3, along with its internal compression module 5 and water bladder module 6, is gradually compressed and deformed. The bottom telescopic module 1, along with its internal compression module 5 and water bladder module 6, slowly replaces the top telescopic module 3. The height of the internal extrusion module 5 and water bladder module 6 allows workers to observe the concrete pouring and vibration of each section of the device through the transparent window observation module 2. This allows them to promptly detect whether air bubbles have been completely vibrated out, and then promptly communicate for re-vibration. After the concrete is vibrated, it will be squeezed outwards. At this time, the leakage prevention module 7 will be squeezed out, and then release a red light to indicate that the vibration is in place and no leakage has occurred. If the red light is not found in a certain position, it means that the vibration is not in place or leakage has occurred, which may result in a "cavity". At this time, re-vibration is required to prevent the "cavity" from occurring and complete the operation.

[0058] By setting up a bottom telescopic module 1, a transparent window observation module 2, a top telescopic module 3, a column 4, an extrusion module 5, and a water bladder module 6, the appearance of the device is consistent with the existing wall formwork template. This allows the device to not only pour wall panels but also directly detect the concrete vibration quality during pouring. This multi-functional device increases its market competitiveness to a certain extent.

[0059] By setting up a bottom telescopic module 1, a transparent window observation module 2, a top telescopic module 3, an extrusion module 5, and a water bladder module 6, the transparent window observation module 2 can rise with the height of the concrete pouring, while the device can still be used as a formwork for wall concrete pouring without affecting the pouring effect. This allows the device to directly observe the changes in air bubbles after vibration at each height of the concrete poured inside the wall panel, thereby better monitoring the pouring and vibration of the entire wall panel. If air bubbles are not completely expelled, the device can communicate with the vibration workers in time to re-vibrate, thereby reducing the probability of "pockmarked surface" on the wall surface to a certain extent and ensuring the aesthetics of the building wall surface.

[0060] like Figures 3 to 7 As shown, in this embodiment, the bottom telescopic module 1 includes a bottom U-shaped plate 101, a first bottom plate 102 is fixedly connected to the top of the bottom U-shaped plate 101, a water bladder module 6 is fixedly connected to the top of the first bottom plate 102, a squeezing module 5 is provided on the top of the water bladder module 6, a first top plate 103 is provided on the top of the squeezing module 5, and a transparent window observation module 2 is provided on the top of the first top plate 103.

[0061] The first base plate 102 is welded to the top of the bottom U-shaped plate 101, the water bladder module 6 is on top of the first base plate 102, the extrusion module 5 is on top of the water bladder module 6, the first top plate 103 is integrally connected to the extrusion module 5 and is on top of the extrusion module 5, and the transparent window observation module 2 is on top of the first top plate 103, thus completing the assembly.

[0062] Before the concrete is poured, the transparent window observation module 2 is located at the lowest point of the bottom telescopic module 1. Because the transparent window observation module 2 is located at the lowest point of the bottom telescopic module 1, the first top plate 103 will be pressed down by the weight of the transparent window observation module 2. This causes the compression module 5 and water bladder module 6 between the first top plate 103 and the first bottom plate 102 to be compressed and deformed, gradually becoming flat. This causes the height of the bottom telescopic module 1, compression module 5 and water bladder module 6 to change. At this time, the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will also deform, but the shape of the deformation is opposite to that of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6. At this time, the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will gradually unfold, thus replacing the height of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6 that were compressed.

[0063] However, as the concrete is poured, the height of the concrete gradually increases, causing the transparent window observation module 2 to float upwards. This causes the first top plate 103 of the bottom telescopic module 1 to move upwards, which in turn causes the compression module 5 and water bladder module 6 between the first bottom plate 102 and the first top plate 103 to move upwards, gradually returning to their original state and increasing in height. At this time, the height of the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will be gradually compressed and deformed due to the upward compression of the transparent window observation module 2, and the height will gradually decrease. However, the shortened height will be gradually replaced by the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6, completing the operation.

[0064] The transparent window observation module 2 includes a tempered glass plate 201. A triangular inclined plate 202 is provided on one side of the tempered glass plate 201, and an acrylic transparent hollow plate 203 is provided on the other side of the tempered glass plate 201. A convex lens panel 204 is provided on one side of the acrylic transparent hollow plate 203, and an iron plate 205 is provided on one side of the convex lens panel 204. A C-shaped plate 206 is fixedly connected to one side of the iron plate 205. A camera slot is opened on one side of the C-shaped plate 206, and a camera 207 is provided inside the camera slot. The camera 207 is connected to the C-shaped plate 206 by camera bolts.

[0065] The tempered glass plate 201 is glued to one side of the acrylic transparent hollow plate 203 with glass glue. The convex lens panel 204 is glued to the other side of the acrylic transparent hollow plate 203 with glass glue. The iron plate 205 and the convex lens panel 204 are connected as a whole. The C-shaped plate 206 is welded to the iron plate 205. The camera 207 is passed through the camera slot and installed on the C-shaped plate 206 with camera bolts to complete the assembly.

[0066] Before the concrete is poured, the transparent window observation module 2 is initially placed at the lowest point of the bottom telescopic module 1. However, as the concrete is poured, the workers vibrate and pour at the same time. When the concrete falls, it hits the triangular inclined plate 202. Because the triangular inclined plate 202 has an inclined slope, the concrete slides down the slope of the triangular inclined plate 202. As the height of the concrete gradually increases, the top of the concrete will squeeze the bottom of the triangular inclined plate 202. Because the bottom of the triangular inclined plate 202 is flat and has a large contact area, the triangular inclined plate 202 can always float on the top of the concrete. As the height of the concrete gradually increases, the concrete will also push the triangular inclined plate 202 upward. The triangular inclined plate 202 floats upward with the concrete, which in turn drives the entire module to float upward.

[0067] When the module floats as a whole, it causes some components of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6 to move upwards. At the same time, some components of the top telescopic module 3 and its internal compression module 5 and water bladder module 6 also move upwards. The bottom telescopic module 1 and its internal compression module 5 and water bladder module 6 expand in height, while the top telescopic module 3 and its internal compression module 5 and water bladder module 6 are compressed in height. The convex lens panel 204 magnifies the shape of the concrete surface on one side of the tempered glass plate 201. Workers or construction workers can analyze the quality of vibration by viewing the magnified image on the convex lens panel 204 captured by the camera 207, and take timely measures. Workers or construction workers can easily observe the vibration of each section of concrete pouring, intervene in time, and reduce the occurrence of "pockmarked surfaces".

[0068] The top telescopic module 3 includes a top U-shaped plate 301, a second top plate 302 fixedly connected to the bottom of the top U-shaped plate 301, a compression module 5 at the bottom of the second top plate 302, a water bladder module 6 at the bottom of the compression module 5, a second bottom plate 303 at the bottom of the water bladder module 6, and a transparent window observation module 2 at the bottom of the second bottom plate 303.

[0069] The second top plate 302 is welded to the bottom of the top U-shaped plate 301. The extrusion module 5 is installed at the bottom of the second top plate 302, and the water bladder module 6 is installed at the bottom of the extrusion module 5. The water bladder module 6 is on top of the second bottom plate 303. The second bottom plate 303 is then installed on top of the transparent window observation module 2 to complete the assembly.

[0070] When the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1, the second base plate 303 of the top telescopic module 3 will also be moved downwards until it reaches the lowest point of the bottom telescopic module 1. When the second base plate 303 moves downwards, the compression module 5 and water bladder module 6 between the second base plate 303 and the second top plate 302 will also move downwards. When moving downwards, the compression module 5 and water bladder module 6 are full and return to their original state. At this time, the second base plate 303, compression module 5 and water bladder module 6 will fill the part of the height lost by the compression of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6. When the transparent window observation module 2 floats up synchronously with the concrete, the second base plate 303 will also move upwards with the transparent window observation module 2, which will cause the compression module 5 and water bladder module 6 to gradually compress and deform, and finally be compressed into a flat shape. At this time, the height lost by the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will be filled by the compression module 5 and water bladder module 6 of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6, thereby keeping the overall height of the device constant and completing the operation.

[0071] like Figures 8 to 12As shown, in this embodiment, the extrusion module 5 includes a hollow strip plate 501. The hollow strip plate 501 has several rod holes on its side. From left to right, the bottom of the hollow strip plate 501 is fixedly connected to a U-shaped upright plate 502, a first L-shaped upright plate 503, a second L-shaped upright plate 504, and a third L-shaped upright plate 505. A door groove is provided on one side of the U-shaped upright plate 502, the first L-shaped upright plate 503, and the second L-shaped upright plate 504. A door 506 is provided inside the door groove. A counterweight 507 is fixedly connected to the bottom of the door 506.

[0072] A fourth L-shaped plate 508 is fixedly connected to one side of the third L-shaped plate 505. A water inlet and outlet groove is opened on one side of the third L-shaped plate 505. A first water bladder 509 is provided at the bottom of the U-shaped plate 502. A second water bladder 510 is provided at the bottom of the first L-shaped plate 503. A third water bladder 511 is provided at the bottom of the second L-shaped plate 504. A fourth water bladder 512 is provided at the bottom of the third L-shaped plate 505.

[0073] The U-shaped upright plate 502, the first L-shaped upright plate 503, the second L-shaped upright plate 504, the third L-shaped upright plate 505, and the fourth L-shaped plate 508 are all assembled by welding to each other and welded to the bottom of the hollow long strip plate 501. The door slot is integrally formed with the U-shaped upright plate 502, the first L-shaped upright plate 503, and the second L-shaped upright plate 504. The door 506 is installed inside the door slot. The counterweight block 507 is integrally connected with the door 506. The inlet and outlet water tank is integrally formed with the third L-shaped upright plate 505. The first water bladder 509 is integrally connected with the U-shaped upright plate 502. The second water bladder 510 is integrally connected with the first L-shaped upright plate 503. The third water bladder 511 is integrally connected with the second L-shaped upright plate 504. The fourth water bladder 512 is integrally connected with the third L-shaped upright plate 505, thus completing the assembly.

[0074] The water bladder module 6 includes a long outer shell 601, with a long groove on one side of the long outer shell 601. The long outer shell 601 has a squeeze water bladder 602 inside, and the squeeze water bladder 602 and the long groove are adapted to each other. The squeeze water bladder 602 has a water injection end 603 on one side, and a water injection end cap 604 is threadedly connected to the surface of the water injection end 603.

[0075] The elongated groove and the elongated outer shell 601 are integrally formed. The squeeze water bladder 602 is installed on the inner wall of the elongated groove of the elongated outer shell 601, and the squeeze water bladder 602 and the elongated outer shell 601 are integrally connected. The water injection end 603 and the squeeze water bladder 602 are integrally connected. The water injection end cap 604 is screwed onto the water injection end 603 to complete the assembly.

[0076] When the extrusion module 5 is in its original state, the second water bladder 510, the third water bladder 511, the fourth water bladder 512, and the fourth L-shaped plate 508 are empty. All the water is in the first water bladder 509, which is full and upright. When the module is pressed down, the hollow elongated plate 501 is also pressed down, causing the first water bladder 509 to press against the water bladder module 6. As the pressure continues to increase, the first water bladder 509 will press completely against the elongated outer shell 601 of the water bladder module 6. This downward pressure will push the extrusion water bladder 602 towards the elongated groove. At this point, the first water bladder 509 seals off part of the elongated outer shell 601, preventing the extrusion water bladder 602 from returning to its original position. When the first water bladder 509 is completely pressed down, the water inside it will be forced open by the high pressure through the door 506 and enter the second water bladder 510. Similarly, after continuous pressing, the second water bladder 510 will also be pressed down to the long outer shell 601, continuously squeezing the squeeze water bladder 602 towards the long groove. The water inside the second water bladder 510 will also be forced through the door 506 and enter the third water bladder 511. The third water bladder 511 is pressed down, continuing to squeeze the squeeze water bladder 602 towards the long groove. At this time, the water inside the third water bladder 511 will also be forced through the door 506 and enter the fourth water bladder 512. At this time, the fourth water bladder 512 is also affected by the downward pressure and pressed down towards the long outer shell 601, thus exposing the squeeze water bladder 602 through the long groove to the outside.

[0077] Water from the fourth water bladder 512 will enter the fourth L-shaped plate 508. Because the hollow elongated plate 501 is completely pressed down to seal the inlet and outlet water channels, the water cannot return. Similarly, the downward pressure of the hollow elongated plate 501 will also seal the long groove of the long outer shell 601, and the squeezed water bladder 602 cannot return to its original position. At this time, the first water bladder 509, the second water bladder 510, the third water bladder 511, and the fourth water bladder 512 of the squeezing module 5, as well as the long outer shell 601 of the water bladder module 6, are completely compressed and flattened. This allows the hollow elongated plate 501 to fit onto the hollow elongated plate 501 at other heights, so that its side can better fit the concrete, and thus the compressed height is shorter. This allows the transparent window observation module 2 to observe a greater height, completing the operation.

[0078] like Figures 13 to 15 As shown, in this embodiment, the leakage vibration prevention module 7 includes an inner side plate 701. A compression spring 702 and a trigger rod 703 are fixedly connected to one side of the inner side plate 701 from left to right. A compression module 5 is fixedly connected to one end of the compression spring 702. A trigger button 704 is provided on the inner side plate 701 through the trigger rod 703. A PLC controller 705 is provided on one side of the trigger button 704.

[0079] A red light base 706 is fixedly connected to one side of the PLC controller 705. Red lights 707 are threadedly connected to both the front and back of the red light base 706. A base platform 708 is provided on one side of the red light base 706. A pressing module 5 is fixedly connected to one side of the base platform 708. The red light base 706 is threadedly connected to the base platform 708 through base platform bolts.

[0080] Weld the trigger rod 703 to the inner plate 701, then pass the compression spring 702 through the trigger rod 703 and weld it to the inner plate 701. Weld the other end of the compression spring 702 to the hollow strip plate 501, and the trigger rod 703 will enter the rod hole on the hollow strip plate 501. The trigger button 704 and the PLC controller 705 are connected as one unit. The PLC controller 705 and the red light base 706 are connected as one unit. Screw the red light 707 onto the red light base 706. Weld the base platform 708 to the hollow strip plate 501, and install the assembled red light base 706 onto the base platform 708 using base platform bolts to complete the assembly.

[0081] After the concrete is fully vibrated, it will be squeezed outwards. When the concrete squeezes to the anti-vibration module 7, the inner plate 701 is first squeezed by the concrete, which in turn squeezes the spring 702, causing it to deform. This causes the trigger rod 703 to move towards the trigger button 704. When the trigger rod 703 touches the trigger button 704, the PLC controller 705 will be activated, which will supply power to the red light base 706, causing the red light 707 to light up. Therefore, the red light 707 at the corresponding height position will be triggered and lit only after the concrete is fully vibrated. However, if a section of concrete at a certain height is not fully vibrated or is under-vibrated, the red light 707 at the corresponding height position will not light up. Workers or construction supervisors need to communicate in time and take re-vibration measures to reduce the occurrence of "cavities" and complete the operation.

[0082] By setting up the leakage vibration prevention module 7, the device can, after the concrete has been fully vibrated, exert a certain compressive force on the inner wall of the device as the concrete fully fills the inner wall. This causes the inner side plate 701 to move in the direction of concrete compression, thereby triggering the trigger rod 703 to trigger the trigger button 704 on the PLC controller 705. The PLC controller 705 then supplies power to the red light base 706, causing the red light 707 to light up. By checking whether the red light 707 is lit, it can be determined whether there is "leakage vibration" during the vibration process. This can control or reduce the "leakage vibration" phenomenon to a certain extent, thereby reducing the probability of "cavity" and ensuring the quality of the project to a certain extent.

[0083] The method for using a vision-based concrete visible surface vibration quality inspection device includes the following steps:

[0084] Step 1: When the building wall panel needs construction, the workers assemble this device as a formwork template for the wall. At this time, concrete pouring can be carried out. Before the concrete is poured, the transparent window observation module 2 is at the lowest height of the bottom telescopic module 1. At this time, the transparent window observation module 2 will squeeze some components of the bottom telescopic module 1. When some components of the bottom telescopic module 1 move downward, they will squeeze the squeezing module 5 and water bladder module 6 inside into a flat shape, so that the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1. Correspondingly, the top telescopic module 3 will be driven downward by the transparent window observation module 2 because the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1. In turn, it will drive the water bladder module 6 and squeezing module 5 inside to move downward, thereby filling the compressed space of the bottom telescopic module 1, so as to keep the overall height of the device unchanged.

[0085] When concrete is poured, as it rises into the device, the transparent window observation module 2 gradually floats upwards. As it rises, the bottom telescopic module 1, along with its internal compression module 5 and water bladder module 6, slowly returns to their original shape. Conversely, as the transparent window observation module 2 floats upwards, the top telescopic module 3, along with its internal compression module 5 and water bladder module 6, is gradually compressed and deformed. The bottom telescopic module 1, along with its internal compression module 5 and water bladder module 6, slowly replaces the top telescopic module 3. The height of the internal extrusion module 5 and water bladder module 6 allows workers to observe the concrete pouring and vibration of each section of the device through the transparent window observation module 2. This allows them to promptly detect whether air bubbles have been completely vibrated out and then communicate for re-vibration. After the concrete is vibrated, it will be squeezed outwards. At this time, the leakage prevention module 7 will be squeezed out and release a red light, indicating that the vibration is in place and there is no leakage. If the red light is not released in a certain position, it means that the vibration is not in place or there is leakage, which may result in a "cavity". At this time, re-vibration is required to prevent the "cavity" from occurring and complete the operation.

[0086] Step 2: Before the concrete is poured, the transparent window observation module 2 needs to be at the lowest point of the bottom telescopic module 1. Because the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1, the first top plate 103 will be pressed down by the weight of the transparent window observation module 2. This will cause the compression module 5 and water bladder module 6 between the first top plate 103 and the first bottom plate 102 to be compressed and deformed, gradually compressed into a flat shape. This will cause the height of the bottom telescopic module 1, compression module 5 and water bladder module 6 to change. At this time, the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will also deform, but the shape of the deformation is opposite to that of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6. At this time, the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will gradually unfold, thereby replacing the compressed height of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6.

[0087] However, as the concrete is poured, the height of the concrete gradually increases, causing the transparent window observation module 2 to float upwards. This causes the first top plate 103 of the bottom telescopic module 1 to move upwards, which in turn causes the compression module 5 and water bladder module 6 between the first bottom plate 102 and the first top plate 103 to move upwards, gradually returning to their original state and increasing in height. At this time, the height of the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will be gradually compressed and deformed due to the upward compression of the transparent window observation module 2, and the height will gradually decrease. However, the shortened height will be gradually replaced by the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6, completing the operation.

[0088] Step 3: Before the concrete is poured, the transparent window observation module 2 is initially placed at the lowest point of the bottom telescopic module 1. However, as the concrete is poured, the workers vibrate and pour at the same time. When the concrete falls, it hits the triangular inclined plate 202. Because the triangular inclined plate 202 has an inclined slope, the concrete will slide down the inclined slope of the triangular inclined plate 202. As the height of the concrete gradually increases, the top of the concrete will squeeze the bottom of the triangular inclined plate 202. Because the bottom of the triangular inclined plate 202 is flat and has a large contact area, the triangular inclined plate 202 can always float on the top of the concrete. As the height of the concrete gradually increases, the concrete will also push the triangular inclined plate 202 upward. The triangular inclined plate 202 floats upward with the concrete, which in turn drives the entire module to float upward.

[0089] When the module floats as a whole, it will cause some components of the bottom telescopic module 1 and its internal squeezing module 5 and water bladder module 6 to move upward. At the same time, some components of the top telescopic module 3 and its internal squeezing module 5 and water bladder module 6 will also move upward. The bottom telescopic module 1 and its internal squeezing module 5 and water bladder module 6 will expand in height, while the top telescopic module 3 and its internal squeezing module 5 and water bladder module 6 will be compressed in height. The convex lens panel 204 magnifies the shape of the concrete surface on one side of the tempered glass plate 201. Workers or construction workers can analyze the quality of vibration by taking pictures of the magnified image of the convex lens panel 204 through the camera 207 and take timely measures. Workers or construction workers can easily observe the vibration of each section of concrete pouring and intervene in time to reduce the occurrence of "pockmarked surface".

[0090] Step 4: When the transparent window observation module 2 is at its lowest point in the bottom telescopic module 1, the second bottom plate 303 of the top telescopic module 3 will also be moved downwards until it reaches the lowest point of the bottom telescopic module 1. As the second bottom plate 303 moves downwards, the compression module 5 and water bladder module 6 between the second bottom plate 303 and the second top plate 302 will also move downwards. During this downward movement, the compression module 5 and water bladder module 6 will be fully formed and return to their original shape. At this time, the second bottom plate 303, compression module 5, and water bladder module 6 will fill the bottom telescopic module 1. The height lost by the compression module 1 and its internal extrusion module 5 and water bladder module 6 after compression is compensated by the second base plate 303 as the transparent window observation module 2 floats upward with the concrete. This causes the extrusion module 5 and water bladder module 6 to gradually compress and deform, eventually becoming flat. The height lost by the top telescopic module 3 and its internal extrusion module 5 and water bladder module 6 is then filled by the bottom telescopic module 1 and its internal extrusion module 5 and water bladder module 6, thus maintaining the overall height of the device and completing the operation.

[0091] Step 5: When the extrusion module 5 is in its original state, the second water bladder 510, the third water bladder 511, the fourth water bladder 512, and the fourth L-shaped plate 508 are empty. All the water is in the first water bladder 509, which is full and upright. When the module is pressed down, the hollow elongated plate 501 is also pressed down, causing the first water bladder 509 to press against the water bladder module 6. As the pressure continues to increase, the first water bladder 509 will press completely against the elongated outer shell 601 of the water bladder module 6. This downward pressure will push the extrusion water bladder 602 towards the elongated groove. At this point, the first water bladder 509 seals off part of the elongated outer shell 601, preventing the extrusion water bladder 602 from returning to its original position. When the first water bladder 509 is completely pressed down, the water inside it will be forced open by the high pressure through the door 506 and enter the second water bladder 510. Similarly, after continuous pressing, the second water bladder 510 will also be pressed down to the long outer shell 601, continuously squeezing the squeeze water bladder 602 towards the long groove. The water inside the second water bladder 510 will also be forced through the door 506 and enter the third water bladder 511. The third water bladder 511 is pressed down, continuing to squeeze the squeeze water bladder 602 towards the long groove. At this time, the water inside the third water bladder 511 will also be forced through the door 506 and enter the fourth water bladder 512. At this time, the fourth water bladder 512 is also affected by the downward pressure and pressed down towards the long outer shell 601, thus exposing the squeeze water bladder 602 through the long groove to the outside.

[0092] Water from the fourth water bladder 512 will enter the fourth L-shaped plate 508. Because the hollow long strip plate 501 is completely pressed down to seal the inlet and outlet water tank, the water cannot return. Similarly, the downward pressure of the hollow long strip plate 501 will also seal the long groove of the long outer shell 601, and the squeezed water bladder 602 cannot return to its original position. At this time, the first water bladder 509, the second water bladder 510, the third water bladder 511 and the fourth water bladder 512 of the squeezing module 5 and the long outer shell 601 of the water bladder module 6 are completely compressed and flattened, so that the hollow long strip plate 501 can fit onto the hollow long strip plate 501 at other heights, so that its side can better fit the concrete, and thus the compressed height is shorter, so that the transparent window observation module 2 can observe more heights, completing the operation.

[0093] Step Six: After the concrete is fully vibrated, it will be squeezed outwards. When the concrete reaches the leakage prevention module 7, the inner plate 701 is first squeezed by the concrete, which in turn squeezes the compression spring 702, causing it to deform. This causes the trigger rod 703 to move towards the trigger button 704. When the trigger rod 703 touches the trigger button 704, the PLC controller 705 will start, thereby supplying power to the red light base 706, which in turn causes the red light 707 to light up. Therefore, the red light 707 at the corresponding height position will be triggered and lit only after the concrete is fully vibrated. However, if a section of concrete at a certain height is not fully vibrated or is under-vibrated, the red light 707 at the corresponding height position will not light up. Workers or construction supervisors need to communicate in time and take re-vibration measures to reduce the occurrence of "cavities" and complete the operation.

[0094] The working principle of the technical solution provided by this invention is as follows: When the concrete is not poured, the transparent window observation module 2 needs to be at the lowest point of the bottom telescopic module 1. Because the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1, the first top plate 103 will be pressed down by the weight of the transparent window observation module 2, thereby causing the compression module 5 and water bladder module 6 between the first top plate 103 and the first bottom plate 102 to be compressed and deformed, gradually compressed into a flat shape. This causes the height of the bottom telescopic module 1, compression module 5 and water bladder module 6 assembled together to change. At this time, the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will also deform, but the shape of the deformation is different from that of the bottom telescopic module 1 and its internal compression module 5. Conversely, the top telescopic module 3 and its internal compression module 5 and water bladder module 6 gradually expand to compensate for the compressed height of the bottom telescopic module 1 and its internal compression module 5 and water bladder module 6. However, as the concrete is poured, the height of the concrete gradually increases, causing the transparent window observation module 2 to float upwards. This, in turn, causes the first top plate 103 of the bottom telescopic module 1 to move upwards, which in turn causes the compression module 5 and water bladder module 6 between the first bottom plate 102 and the first top plate 103 to move upwards, gradually restoring their original state and increasing their height. At this point, the height of the top telescopic module 3 and its internal compression module 5 and water bladder module 6 will be affected by the upward movement of the transparent window observation module 2. The upward pressure causes the top telescopic module 3 and its internal pressure modules 5 and water bladder modules 6 to gradually deform and shorten in height. However, the shortened height is gradually replaced by the bottom telescopic module 1 and its internal pressure modules 5 and water bladder modules 6. Before concrete pouring, the transparent window observation module 2 is initially placed at the lowest point of the bottom telescopic module 1. However, as the concrete is poured, the workers vibrate and pour simultaneously. When the concrete falls, it hits the triangular inclined plate 202. Because the triangular inclined plate 202 has a slope, the concrete slides down the slope of the triangular inclined plate 202. As the height of the concrete gradually increases, the top of the concrete will eventually be squeezed to the bottom of the triangular inclined plate 202. The bottom is flat with a large contact area, allowing the triangular inclined plate 202 to always float on top of the concrete. As the height of the concrete gradually increases, the concrete also pushes the triangular inclined plate 202 upward, causing it to float upward along with the concrete. This, in turn, causes the entire module to float upward. When the module as a whole floats, it causes some components of the bottom telescopic module 1, as well as its internal compression module 5 and water bladder module 6, to move upward. At the same time, some components of the top telescopic module 3, as well as its internal compression module 5 and water bladder module 6, also move upward. The bottom telescopic module 1 and its internal compression module 5 and water bladder module 6 expand to a greater height, while the top telescopic module 3 and its internal compression module 5 and water bladder module 6 are compressed to a greater height.The convex lens panel 204 magnifies the shape of the concrete surface on one side of the tempered glass plate 201. Workers or construction workers can analyze the quality of vibration by viewing the magnified image on the convex lens panel 204 captured by the camera 207, and take timely measures. Workers or construction workers can easily observe the vibration of each section of concrete pouring, intervene in time, and reduce the occurrence of "pitted surfaces". When the transparent window observation module 2 is at the lowest point of the bottom telescopic module 1, the second bottom plate 303 of the top telescopic module 3 will also be moved downward until it reaches the lowest point of the bottom telescopic module 1. When the second bottom plate 303 moves downward, the compression module 5 and the water bladder module 6 between the second bottom plate 303 and the second top plate 302 will also move downward. During the downward movement, the extrusion module 5 and water bladder module 6 are in a full shape, returning to their original state. At this time, the second base plate 303, extrusion module 5, and water bladder module 6 will fill the height lost by the compression of the bottom telescopic module 1 and its internal extrusion module 5 and water bladder module 6. When the transparent window observation module 2 floats upward synchronously with the concrete, the second base plate 303 will also move upward with the transparent window observation module 2, causing the extrusion module 5 and water bladder module 6 to gradually compress and deform, eventually being compressed into a flat shape. At this time, the height lost by the top telescopic module 3 and its internal extrusion module 5 and water bladder module 6 will be filled by the bottom telescopic module 1 and its internal extrusion module 5 and water bladder module 6, thus ensuring that the overall height of the device remains unchanged. When module 5 is in its original state, the second water bladder 510, the third water bladder 511, the fourth water bladder 512, and the fourth L-shaped plate 508 are empty. All the water is in the first water bladder 509, which is full and upright. When the module is pressed down, the hollow elongated plate 501 is also pressed down, causing the first water bladder 509 to press against the water bladder module 6. As the pressure continues to increase, the first water bladder 509 will press completely against the elongated outer shell 601 of the water bladder module 6. This downward pressure will squeeze the water bladder 602 towards the elongated groove. At this point, the first water bladder 509 seals off part of the elongated outer shell 601, preventing the squeezed water bladder 602 from returning to its original position. The first water bladder 509 is completely pressed down. After being pressed, the water inside will be forced open by the high pressure of the chamber door 506 and enter the second water bladder 510. Similarly, after continuous pressing, the second water bladder 510 will also be pressed down to the elongated outer shell 601, continuously squeezing the squeeze water bladder 602 towards the elongated groove. At the same time, the water in the second water bladder 510 will also be forced through the chamber door 506 and enter the third water bladder 511. The third water bladder 511 will be pressed down, continuing to squeeze the squeeze water bladder 602 towards the elongated groove. At this time, the water in the third water bladder 511 will also be forced through the chamber door 506 and enter the fourth water bladder 512. The fourth water bladder 512 will also be affected by the downward pressure and pressed down towards the elongated outer shell 601, thus exposing the squeeze water bladder 602 through the elongated groove to the outside. The water in the fourth water bladder 512 will enter the fourth L-shaped plate 508.Because the hollow elongated plate 501 completely seals off the inlet and outlet water tanks, water cannot return. Similarly, the downward pressure of the hollow elongated plate 501 also seals off the long groove of the elongated outer shell 601, preventing the water bladder 602 from returning to its original position. At this time, the first water bladder 509, the second water bladder 510, the third water bladder 511, and the fourth water bladder 512 of the compression module 5, as well as the elongated outer shell 601 of the water bladder module 6, are completely compressed and flattened. This allows the hollow elongated plate 501 to fit onto other hollow elongated plates 501 at different heights, resulting in better side contact with the concrete. Consequently, the compressed height is shorter, allowing the transparent window observation module 2 to observe a greater height. After the concrete is fully vibrated, the concrete will then spread outwards... During the compaction process, when concrete is compacted to the vibration prevention module 7, the inner plate 701 is first compressed by the concrete, which in turn compresses the compression spring 702, causing it to deform. This causes the trigger rod 703 to move towards the trigger button 704. When the trigger rod 703 touches the trigger button 704, the PLC controller 705 is activated, supplying power to the red light base 706, which in turn illuminates the red light 707. Therefore, the red light 707 at the corresponding height will only be triggered and illuminated after the concrete has been fully compacted. However, if a section of concrete at a certain height is not fully compacted or is under-vibrated, the red light 707 at the corresponding height will not illuminate. Workers or construction supervisors need to communicate promptly and implement re-vibration to reduce the occurrence of "cavities."

[0095] This invention encompasses any substitutions, modifications, equivalent methods, and solutions made within the spirit and scope of this invention. To provide the public with a thorough understanding of this invention, specific details are described in detail in the following preferred embodiments; however, those skilled in the art will fully understand the invention even without these details. Furthermore, to avoid unnecessary misunderstanding of the essence of this invention, well-known methods, processes, procedures, components, and circuits are not described in detail.

[0096] The above description is only a preferred embodiment of the present invention. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the principle of the present invention, and these improvements and modifications should also be considered within the scope of protection of the present invention.

Claims

1. A vision-based concrete visible surface vibration quality detection device, characterized in that, It includes a bottom telescopic module, a transparent window observation module at the top of the bottom telescopic module, a top telescopic module at the top of the transparent window observation module, and columns fixedly connected to the front and back of the top telescopic module. The bottom telescopic module and the top telescopic module are provided with a squeezing module and a water bladder module from top to bottom inside, and a leakage vibration prevention module is provided on the side of the squeezing module.

2. The vision-based concrete visible surface vibration quality detection device according to claim 1, characterized in that, The bottom telescopic module includes a bottom U-shaped plate, a first base plate is fixedly connected to the top of the bottom U-shaped plate, a water bladder module is fixedly connected to the top of the first base plate, a squeezing module is provided on the top of the water bladder module, a first top plate is provided on the top of the squeezing module, and a transparent window observation module is provided on the top of the first top plate.

3. The vision-based concrete visible surface vibration quality detection device according to claim 1, characterized in that, The transparent window observation module includes a tempered glass plate. A triangular inclined plate is provided on one side of the tempered glass plate, and an acrylic transparent hollow plate is provided on the other side of the tempered glass plate. A convex lens panel is provided on one side of the acrylic transparent hollow plate, and an iron plate is provided on one side of the convex lens panel. A C-shaped plate is fixedly connected to one side of the iron plate. A camera slot is opened on one side of the C-shaped plate, and a camera is installed inside the camera slot. The camera is threadedly connected to the C-shaped plate by camera bolts.

4. The vision-based concrete visible surface vibration quality detection device according to claim 1, characterized in that, The top telescopic module includes a top U-shaped plate, a second top plate fixedly connected to the bottom of the top U-shaped plate, a compression module at the bottom of the second top plate, a water bladder module at the bottom of the compression module, a second bottom plate at the bottom of the water bladder module, and a transparent window observation module at the bottom of the second bottom plate.

5. The vision-based concrete visible surface vibration quality detection device according to claim 1, characterized in that, The extrusion module includes a hollow strip plate with several rod holes on its side. From left to right, a U-shaped upright plate, a first L-shaped upright plate, a second L-shaped upright plate, and a third L-shaped upright plate are fixedly connected to the bottom of the hollow strip plate. Each of the U-shaped upright plate, the first L-shaped upright plate, and the second L-shaped upright plate has a door slot on one side. A door is provided inside the door slot, and a counterweight is fixedly connected to the bottom of the door.

6. The vision-based concrete visible surface vibration quality detection device according to claim 5, characterized in that, A fourth L-shaped plate is fixedly connected to one side of the third L-shaped plate. A water inlet and outlet groove is provided on one side of the third L-shaped plate. A first water bladder is provided at the bottom of the U-shaped plate. A second water bladder is provided at the bottom of the first L-shaped plate. A third water bladder is provided at the bottom of the second L-shaped plate. A fourth water bladder is provided at the bottom of the third L-shaped plate.

7. The vision-based concrete visible surface vibration quality detection device according to claim 1, characterized in that, The water bladder module includes a long outer shell with a long groove on one side. A squeeze water bladder is provided inside the long outer shell. The squeeze water bladder and the long groove are adapted to each other. A water injection end is provided on one side of the squeeze water bladder, and a water injection end cap is threadedly connected to the surface of the water injection end.

8. The vision-based concrete visible surface vibration quality detection device according to claim 1, characterized in that, The leakage vibration prevention module includes an inner side plate. A compression spring and a trigger rod are fixedly connected to one side of the inner side plate from left to right. A compression module is fixedly connected to one end of the compression spring. A trigger button is provided on the inner side plate via the trigger rod. A PLC controller is provided on one side of the trigger button.

9. The vision-based concrete visible surface vibration quality detection device according to claim 8, characterized in that, A red light base is fixedly connected to one side of the PLC controller. Red lights are threadedly connected to both the front and back of the red light base. A base platform is provided on one side of the red light base. An extrusion module is fixedly connected to one side of the base platform. The red light base is threadedly connected to the base platform via base platform bolts.

10. The method of using the vision-based concrete visible surface vibration quality detection device according to claims 1-9, characterized in that, Includes the following steps: Step 1: When the building wall panel needs construction, the workers assemble this device as a formwork template for the wall. At this time, concrete pouring can be carried out. Before the concrete is poured, the transparent window observation module is at the lowest height of the bottom telescopic module. At this time, the transparent window observation module will squeeze some components of the bottom telescopic module. When some components of the bottom telescopic module move downward, they will squeeze the squeezing module and water bladder module inside into a flat shape, so that the transparent window observation module is at the lowest point of the bottom telescopic module. Correspondingly, because the transparent window observation module is at the lowest point of the bottom telescopic module, some components inside the top telescopic module will be driven downward by the transparent window observation module, which in turn will drive the water bladder module and squeezing module inside to move downward, thereby filling the space compressed by the bottom telescopic module, thus keeping the overall height of the device unchanged. When concrete is poured, as it rises in height within the device, the transparent observation module gradually floats upwards. As it rises, the bottom telescopic module, along with its internal compression and water bladder modules, slowly returns to their original shape. Conversely, as the observation module rises, the top telescopic module, its internal compression and water bladder modules are gradually compressed and deformed. The bottom telescopic module and its internal compression and water bladder modules slowly replace the height of the top telescopic module and its internal compression and water bladder modules. Workers can observe the vibration of each section of concrete within the device through the transparent observation module, promptly identifying whether air bubbles have been completely vibrated out, and then promptly communicating for re-vibration. After vibration, the concrete is compressed outwards, compressing the leakage prevention module, which then releases a red light, indicating that vibration is in place and no leakage has occurred. If the red light is not visible in any area, it indicates insufficient vibration or leakage, potentially creating a "cavity." In this case, re-vibration is required to prevent the "cavity" from occurring, completing the operation. Step 2: Before the concrete is poured, the transparent window observation module needs to be at the lowest point of the bottom telescopic module. Because the transparent window observation module is at the lowest point of the bottom telescopic module, the weight of the first top plate will press down on it. This will cause the compression module and water bladder module between the first top plate and the first bottom plate to be compressed and deformed, gradually becoming flat. This will cause the height of the bottom telescopic module, compression module, and water bladder module to change. At this time, the top telescopic module and its internal compression module and water bladder module will also deform, but the shape of the deformation is opposite to that of the bottom telescopic module and its internal compression module and water bladder module. The top telescopic module and its internal compression module and water bladder module will gradually unfold to make up for the height of the bottom telescopic module and its internal compression module and water bladder module that were compressed. However, as the concrete is poured, the transparent window observation module will be lifted as the concrete height gradually increases. This will cause the first top plate of the bottom telescopic module to move upward, which in turn will cause the compression module and water bladder module between the first bottom plate and the first top plate to move upward, gradually returning to their original state and increasing in height. At this time, the height of the top telescopic module and its internal compression module and water bladder module will be compressed and deformed due to the upward movement of the transparent window observation module, and the height will gradually decrease. However, the shortened height will be gradually replaced by the bottom telescopic module and its internal compression module and water bladder module, completing the operation. Step 3: Before the concrete is poured, the transparent window observation module is initially placed at the lowest point of the bottom telescopic module. However, as the concrete is poured, the workers vibrate and pour at the same time. When the concrete falls, it hits the triangular inclined plate. Because the triangular inclined plate has an incline, the concrete slides down the incline. As the height of the concrete gradually increases, the top of the concrete will press against the bottom of the triangular inclined plate. Because the bottom of the triangular inclined plate is flat and has a large contact area, the triangular inclined plate can always float on top of the concrete. As the height of the concrete gradually increases, the concrete will also push the triangular inclined plate upward. The triangular inclined plate floats upward with the concrete, which in turn drives the entire module to float upward. When the module floats as a whole, it causes some components of the bottom telescopic module and its internal squeezing module and water bladder module to move upwards. At the same time, some components of the top telescopic module and its internal squeezing module and water bladder module also move upwards. The bottom telescopic module and its internal squeezing module and water bladder module expand in height, while the top telescopic module and its internal squeezing module and water bladder module are compressed in height. The convex lens panel magnifies the shape of the concrete surface on one side of the tempered glass plate. Workers or construction workers can analyze the quality of vibration by using the magnified image of the convex lens panel captured by the camera, and take timely measures. Workers or construction workers can easily observe the vibration of each section of concrete pouring, intervene in time, and reduce the occurrence of "pockmarked surfaces". Step 4: When the transparent window observation module is at the lowest point of the bottom telescopic module, the second base plate of the top telescopic module will also be moved downwards until it reaches the lowest point of the bottom telescopic module. As the second base plate moves downwards, the compression module and water bladder module between the second base plate and the second top plate will also move downwards. When moving downwards, the compression module and water bladder module are full and return to their original shape. At this time, the second base plate, compression module, and water bladder module will fill the part of the height lost by the compression of the bottom telescopic module and its internal compression module and water bladder module. When the transparent window observation module floats upwards synchronously with the concrete, the second base plate will also move upwards with the transparent window observation module, which will cause the compression module and water bladder module to gradually compress and deform, and finally be compressed into a flat shape. At this time, the height lost by the top telescopic module and its internal compression module and water bladder module will be filled by the bottom telescopic module and its internal compression module and water bladder module, thereby keeping the overall height of the device constant and completing the operation. Step 5: When the extrusion module is in its original state, the second, third, and fourth water bladders, as well as the fourth L-shaped plate, are empty. All the water is in the first water bladder, which is full and upright. When the module is pressed down, the hollow elongated plate also presses down, causing the first water bladder to be squeezed onto the water bladder module. As the pressure continues to increase, the first water bladder will be completely pressed against the elongated outer shell of the water bladder module. This downward pressure will push the extrusion water bladder towards the elongated groove. At this point, the first water bladder seals off part of the elongated outer shell, preventing the extrusion water bladder from... Returning to its original position, after the first water bladder is completely pressed down, the water inside will be forced open by the high pressure and enter the second water bladder. Similarly, after continuous pressing, the second water bladder will also be pressed down to the long outer shell, continuously squeezing the water bladder towards the long groove. The water inside the second water bladder will also be forced through the door by the high pressure and enter the third water bladder. The third water bladder is pressed down, continuing to squeeze the water bladder towards the long groove. At this time, the water inside the third water bladder will also be forced through the door by the high pressure and enter the fourth water bladder. At this time, the fourth water bladder is also affected by the downward pressure and pressed down towards the long outer shell, thus exposing the water bladder through the long groove to the outside. Water from the fourth water bladder enters the fourth L-shaped plate. Because the hollow strip plate completely presses down to seal the inlet and outlet water channels, the water cannot return. Similarly, the downward pressure of the hollow strip plate also seals the long groove of the long outer shell, preventing the squeezed water bladder from returning to its original position. At this time, the first, second, third, and fourth water bladders of the squeezing module, as well as the long outer shell of the water bladder module, are completely compressed and flattened. This allows the hollow strip plate to fit onto the hollow strip plate at other heights, enabling its sides to better fit the concrete. Consequently, the compressed height is shorter, allowing the transparent window observation module to observe a greater height, thus completing the operation. Step Six: After the concrete is fully vibrated, it will be squeezed outwards. When the concrete reaches the anti-vibration module, the inner plate is first squeezed by the concrete, which in turn squeezes the spring, causing it to deform. This causes the trigger rod to move towards the trigger button. When the trigger rod touches the trigger button, the PLC controller will start, supplying power to the red light base, which will then illuminate the red light. Therefore, the red light at the corresponding height will only be triggered and illuminated after the concrete is fully vibrated. However, if a section of concrete at a certain height is not fully vibrated or is under-vibrated, the red light at the corresponding height will not illuminate. Workers or construction supervisors need to communicate promptly and implement re-vibration to reduce the occurrence of "cavities" and complete the operation.

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