A cast-in-place hydraulic asphalt concrete panel forming device

Abstract

The utility model discloses a kind of pouring type hydraulic asphalt concrete faceplate forming devices, the pouring type hydraulic asphalt concrete faceplate forming device includes workbench, driver, transmission module, compaction module and drying module;Driver is set on workbench and is used to provide driving force;Transmission module is set below workbench and is used to drive mould to move to processing position, and mould is placed with concrete faceplate;Compaction module is set above workbench and is used to compact concrete faceplate, and workbench is equipped with the compaction hole of adaptation to compaction module;Drying module is set below workbench and is used to dry concrete faceplate.The pouring type hydraulic asphalt concrete faceplate forming device is cooperated by transmission module and compaction module, realizes the compaction operation of concrete faceplate, and the cost of concrete faceplate compaction is reduced by mechanical operation;Heating drying is realized by drying module, replaces natural drying, drying cycle is shortened, and dependence on weather condition is got rid of.

Description

Technical Field

[0001] This utility model relates to the field of panel processing equipment technology, specifically to a casting-type hydraulic asphalt concrete panel forming device. Background Technology

[0002] Cast-in-place asphalt concrete panels are important structures used for seepage prevention in water conservancy projects. They are made by mixing asphalt with graded aggregates and fillers and then casting them. They are characterized by high density, strong seepage prevention, good adaptability to foundation deformation, and excellent durability.

[0003] Taking the production of cast-in-place hydraulic asphalt concrete panels as an example, in the existing technology, the molding of the panels depends on natural drying, which is significantly affected by the weather and has a long drying cycle. Utility Model Content

[0004] The technical problem to be solved by this utility model is that existing panels are dried by natural heating. The purpose is to provide a casting-type hydraulic asphalt concrete panel forming device to solve the above-mentioned problem.

[0005] This utility model is achieved through the following technical solution:

[0006] A casting-type hydraulic asphalt concrete panel forming device includes a workbench, a driver, a transmission module, a compaction module, and a drying module.

[0007] The driver is mounted on the worktable and is used to provide driving force;

[0008] The transmission module is located below the worktable and is used to drive the mold to the processing position. Correspondingly, a concrete panel is placed on the mold.

[0009] The compaction module is set above the workbench and is used to compact the concrete panel. Correspondingly, the workbench is provided with compaction holes adapted to the compaction module.

[0010] The drying module is located below the workbench and is used to dry the concrete panels.

[0011] In one possible design, when the driver is provided, the driver simultaneously connects the drive module and the compaction module;

[0012] When there are two drives, the two drives are connected to the transmission module and the compaction module respectively.

[0013] In one possible design, the driver is connected to an output shaft with a first transmission gear on it. The output shaft is connected to a compaction module, and the first transmission gear is connected to a transmission module.

[0014] In one possible design, the worktable has an extended support that connects to the driver.

[0015] In one possible design, the compaction module includes a vertical plate, a crankshaft, and a compaction block;

[0016] Two vertical plates are provided and are arranged opposite each other on both sides of the compaction hole, and a compaction gap is formed between the two vertical plates accordingly;

[0017] The crankshaft is mounted on the upper part of the compaction gap and connected to the drive.

[0018] The compaction block is connected to the crankshaft and moves up and down along the compaction gap by rotating the crankshaft.

[0019] In one possible design, the upper end of the pressure block is connected to the crankshaft via a connecting rod, and the lower end of the pressure block is used to compact the concrete panel.

[0020] The upper end of the connecting rod is connected to the crankshaft via a collar, and the lower end of the connecting rod is connected to the pressure block via a limiting block. Correspondingly, the vertical plate is provided with a limiting groove adapted to the limiting block.

[0021] In one possible design, the transmission module includes a transmission rod, a second transmission gear, a third transmission gear, a lead screw, and a slider;

[0022] The transmission rod is rotatably positioned below the worktable, and correspondingly, an additional frame is provided below the worktable; the upper end of the transmission rod passes through the worktable and is connected to the driver.

[0023] The second transmission gear is located at the lower part of the transmission rod and meshes with the third transmission gear;

[0024] The lead screw rotation is set in the additional frame and meshes with the third transmission gear;

[0025] The slider is mounted on the lead screw and slides back and forth along the lead screw as it rotates;

[0026] The slider is equipped with a mold for processing concrete panels, and the mold moves away from or away from the compaction hole by sliding the slider.

[0027] In one possible design, the drying module is set in the additional frame and located outside the projection of the compaction hole.

[0028] In one possible design, the drying module reciprocates along the projection of the compaction hole via an additional module.

[0029] In one possible design, the additional modules include a rack, a half gear, a telescopic rod, and a spring;

[0030] The rack is positioned outside the second transmission gear and offset from the third transmission gear; the rack has two ends, one end of which is connected to the second transmission gear through a half gear, and the other end abuts against the telescopic rod, with a spring sleeved on the telescopic rod;

[0031] The drying module is connected to the rack. When the rack moves in the first direction via the half gear, the drying module sweeps across the projection of the compaction hole, and the telescopic rod retracts. When the half gear separates from the second transmission gear, the telescopic rod resets, so that the rack and the drying module move in the second direction, and the first direction and the second direction are opposite to each other.

[0032] Compared with the prior art, this utility model has the following advantages and beneficial effects:

[0033] The cast-in-place hydraulic asphalt concrete panel forming device, on the one hand, achieves the compaction of concrete panels through the cooperation of the transmission module and the compaction module, thereby reducing the cost of concrete panel compaction and improving production efficiency through mechanical operation. On the other hand, it achieves heating and drying through the drying module, replacing natural drying, greatly shortening the drying cycle, making drying more efficient, and eliminating dependence on weather conditions. Attached Figure Description

[0034] The accompanying drawings, which are included to provide a further understanding of the embodiments of the present invention and form part of this application, do not constitute a limitation thereof. In the drawings:

[0035] Figure 1 This is a schematic diagram of a cast-in-place hydraulic asphalt concrete panel forming device.

[0036] Figure 2 for Figure 1 A schematic diagram of the structure after the removal of the additional frame in the middle section.

[0037] Figure 3 for Figure 2 A schematic diagram of the structure from a rear-view perspective.

[0038] The attached diagram shows the markings and corresponding component names:

[0039] 1. Workbench; 2. Driver; 201. Output shaft; 202. First transmission gear; 3. Transmission module; 301. Transmission rod; 302. Second transmission gear; 303. Third transmission gear; 304. Lead screw; 305. Slider; 306. Fourth transmission gear; 4. Compaction module; 401. Vertical plate; 402. Crankshaft; 403. Press block; 404. Connecting rod; 405. Collar; 406. Limiting block; 5. Drying module; 6. Mold; 7. Support; 8. Additional frame; 9. Additional module; 901. Rack; 902. Half gear; 903. Telescopic rod; 904. Spring. Detailed Implementation

[0040] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the embodiments and accompanying drawings. The illustrative embodiments and descriptions of this utility model are only used to explain this utility model and are not intended to limit this utility model.

[0041] Example:

[0042] like Figures 1-3 As shown, a cast-in-place hydraulic asphalt concrete panel forming device includes a workbench 1, a driver 2, a transmission module 3, a compaction module 4, and a drying module 5.

[0043] The driver 2 is mounted on the worktable 1 and is used to provide driving force;

[0044] The transmission module 3 is located below the workbench 1 and is used to drive the mold 6 to move to the processing position. Correspondingly, a concrete panel is placed on the mold 6.

[0045] The compaction module 4 is set above the workbench 1 and is used to compact the concrete panel. Correspondingly, the workbench 1 is provided with compaction holes adapted to the compaction module 4.

[0046] The drying module 5 is located below the workbench 1 and is used to dry the concrete panel.

[0047] The cast-in-place hydraulic asphalt concrete panel forming device, on the one hand, achieves the compaction of concrete panels through the cooperation of transmission module 3 and compaction module 4, thereby reducing the cost of concrete panel compaction and improving production efficiency through mechanical operation. On the other hand, it achieves heating and drying through drying module 5, replacing natural drying, greatly shortening the drying cycle, making drying more efficient, and eliminating dependence on weather conditions.

[0048] Specifically, the workbench 1 can be constructed into any suitable shape to adapt to different working environments. The drive unit 2 provides power to drive other functional modules. The transmission module 3 connects to the mold 6, on which a concrete panel is placed. The transmission module 3 moves the position of the concrete panel. Accordingly, the concrete panel has a compaction station facing the compaction hole and an unloading station offset from the compaction hole, improving the efficiency and safety of the concrete panel compaction operation.

[0049] The compaction module 4 is used for compaction operations to improve the density and impermeability of the concrete panel, ensuring that the quality of the concrete panel meets the requirements after processing by the cast-in-place hydraulic asphalt concrete panel forming device. The drying module 5 is used for drying operations to reduce the moisture in the concrete panel, which, in conjunction with the compaction operations, causes the concrete panel to shrink and form a denser structure.

[0050] It is easy to understand that the cast-in-place hydraulic asphalt concrete panel forming device can be used for compaction of various types of concrete panels, as well as for any other suitable materials. It has a wide range of applications and good practicality.

[0051] In one possible implementation, when driver 2 is provided, driver 2 is simultaneously connected to transmission module 3 and compaction module 4;

[0052] When there are two drivers 2, the two drivers 2 are respectively connected to the transmission module 3 and the compaction module 4.

[0053] Based on the above design scheme, if a single actuator 2 can drive both the transmission module 3 and the compaction module 4 simultaneously, then only one actuator 2 can be considered to reduce the number of components. Conversely, if two actuators 2 are not available, they should be used to drive the transmission module 3 and the compaction module 4 respectively. This avoids the actuator 2 from malfunctioning due to overload operation and also helps to eliminate potential safety hazards.

[0054] For a design scheme that sets up a driver 2, optionally, such as Figure 1 As shown, the driver 2 is connected to an output shaft 201, on which a first transmission gear 202 is mounted. The output shaft 201 is connected to the compaction module 4, and the first transmission gear 202 is connected to the transmission module 3. Based on the above design, the driver 2 has two output ends through the cooperation of the output shaft 201 and the first transmission gear 202. The output shaft 201 and the first transmission gear 202 are respectively connected to the transmission module 3 and the compaction module 4, thereby transmitting power.

[0055] In one possible implementation, the worktable 1 is provided with an extended bracket 7, which connects to the driver 2. Therefore, the bracket 7 serves to mount the driver 2 and also improves the stability of the driver 2 during operation. It is readily understood that the bracket 7 can be constructed in any suitable shape.

[0056] In one possible implementation, the compaction module 4 includes a vertical plate 401, a crankshaft 402, and a pressure block 403;

[0057] Two vertical plates 401 are provided and are arranged opposite each other on both sides of the compaction hole, and a compaction gap is formed between the two vertical plates 401 accordingly;

[0058] The crankshaft 402 is rotatably mounted on the upper part of the compaction gap and connected to the driver 2;

[0059] The compaction block 403 is connected to the crankshaft 402 and moves up and down along the compaction gap by rotating the crankshaft 402.

[0060] Based on the above design, the upright plate 401 is used to form a compaction gap, thereby limiting the movement direction of the compaction block 403, ensuring that the compaction block 403 accurately compacts the concrete panel, and improving the effect and efficiency of the compaction operation.

[0061] The crankshaft 402 has a connecting rod shaft diameter. When the crankshaft 402 rotates, the pressure block 403 is raised and lowered through the connecting rod shaft diameter, so that the pressure block 403 descends and presses against the concrete panel. Correspondingly, the crankshaft 402 continues to rotate, so that the pressure block 403 reciprocates to raise and lower, so as to achieve the compaction operation.

[0062] The compaction block 403 can be constructed into any suitable shape to adapt to different shapes of concrete panels and compaction requirements, making it more flexible in use.

[0063] Optionally, the upper end of the pressure block 403 is connected to the crankshaft 402 via a connecting rod 404, and the lower end of the pressure block 403 is used to compact the concrete panel.

[0064] The upper end of the connecting rod 404 is connected to the crankshaft 402 via a collar 405, and the lower end of the connecting rod 404 is connected to the pressure block 403 via a limiting block 406. Correspondingly, the vertical plate 401 is provided with a limiting groove adapted to the limiting block 406.

[0065] Based on this, when the crankshaft 402 rotates, the connecting rod shaft diameter rotates circumferentially, and the connecting rod 404 follows suit via the collar 405; moreover, the collar 405 can rotate relative to the connecting rod shaft diameter of the crankshaft 402, thereby coordinating the movement of the crankshaft 402 and the connecting rod 404, making the lifting and lowering of the compaction module 4 smoother. Through the cooperation of the limiting block 406 and the limiting groove, the pressure block 403 is lifted and lowered along the limiting groove, further limiting the movement direction of the pressure block 403 and ensuring that the pressure block 403 moves in the designed direction.

[0066] It is worth noting that the compaction module 4 precisely controls the trajectory and force of the compaction block 403, so that the asphalt concrete panel is uniformly compressed and has high density, which can improve the molding quality and efficiency, reduce the labor intensity, and realize automated continuous operation.

[0067] In one possible implementation, the transmission module 3 includes a transmission rod 301, a second transmission gear 302, a third transmission gear 303, a lead screw 304, and a slider 305;

[0068] The transmission rod 301 is rotatably mounted below the worktable 1, and correspondingly, an additional frame 8 is provided below the worktable 1; the upper end of the transmission rod 301 passes through the worktable 1 and is connected to the driver 2.

[0069] The second transmission gear 302 is located at the lower part of the transmission rod 301 and meshes with the third transmission gear 303;

[0070] The lead screw 304 is rotatably mounted in the auxiliary frame 8 and meshes with the third transmission gear 303;

[0071] The slider 305 is mounted on the lead screw 304 and slides back and forth along the lead screw 304 as the lead screw 304 rotates;

[0072] The slider 305 is equipped with a mold 6 for processing concrete panels. The mold 6 moves away from the compaction hole by sliding the slider 305.

[0073] Based on the above design scheme, the drive unit 2 is connected via the transmission rod 301 so that the power of the drive unit 2 is transmitted to the compaction module 4. Optionally, such as... Figure 2 As shown, the upper end of the transmission rod 301 is connected to the first transmission gear 202 through the fourth transmission gear 306, thereby connecting the transmission module 3 and the driver 2, and thus providing power to the transmission module 3 and the compaction module 4 through the same driver 2.

[0074] In transmission module 3, the second transmission gear 302, the third transmission gear 303, and the lead screw 304 cooperate to achieve gear transmission, ensuring accurate transmission and the movement precision of mold 6. The compact structure helps reduce space occupation. At the same time, the lead screw 304 drives the slider 305 to reciprocate, converting the rotation of the second transmission gear 302, the third transmission gear 303, and the lead screw 304 into the linear motion of the slider 305, thereby driving the mold 6 to move and realizing the switching of workstations.

[0075] Depending on the type of concrete panel being processed, mold 6 can be any suitable existing model. It is easy to understand that the workers are familiar with the working principle of existing mold 6, so it will not be elaborated upon here.

[0076] It is worth noting that the transmission module 3 improves the continuity of concrete panel forming, drives the slider 305 and mold 6 to move precisely, realizes the automatic opening and closing and positioning of mold 6, and works with the compaction module 4 to achieve continuous operation, reduce manual intervention and improve forming efficiency.

[0077] In one possible implementation, the drying module 5 is disposed within the additional frame 8 and located outside the projection of the compaction hole. Based on the above design, considering that when the mold 6 contains a concrete panel, after the mold 6 moves to the compaction station, the compaction module 4 performs the compaction operation. At this time, the drying module 5 should be located outside the compaction station to dry the concrete panel.

[0078] The drying module 5 maintains the concrete construction temperature, reduces viscosity, and helps the compactor block 403 to compact efficiently, ensuring that heating and compaction are synchronized, avoiding local overheating, and improving the density and molding quality of the panel.

[0079] It is easy to understand that the drying module 5 can be any suitable existing drying equipment.

[0080] Optionally, the drying module 5 reciprocates along the projection of the compaction hole via the auxiliary module 9. Therefore, if the concrete panel is relatively small, or if the selected drying module 5 is capable of drying the entire concrete panel, the drying module 5 can perform the drying operation without moving. Conversely, the auxiliary module 9 drives the drying module 5 to reciprocate, thereby uniformly heating and baking the concrete panel, ensuring that the concrete panel is dried evenly.

[0081] In one possible implementation, the additional module 9 includes a rack 901, a half gear 902, a telescopic rod 903, and a spring 904;

[0082] The rack 901 is located outside the second transmission gear 302 and is offset from the third transmission gear 303; the rack 901 has two ends, one end of which is connected to the second transmission gear 302 through the half gear 902, and the other end abuts against the telescopic rod 903; the spring 904 is sleeved on the telescopic rod 903.

[0083] The drying module 5 is connected to the rack 901. When the rack 901 is driven by the half gear 902 and moves in the first direction, the drying module 5 sweeps across the projection of the compaction hole, and the telescopic rod 903 retracts. When the half gear 902 is separated from the second transmission gear 302, the telescopic rod 903 resets, so that the rack 901 and the drying module 5 move in the second direction, and the first direction and the second direction are opposite to each other.

[0084] Based on the above design, when the second transmission gear 302 meshes with the tooth surface of the half gear 902, the second transmission gear 302 connects to the rack 901 through the half gear 902 and transmits power. The rack 901 moves in the first direction under the drive of the half gear 902, causing the drying module 5 to move along the first direction and sweep across the concrete panel. At the same time, the telescopic rod 903 is pushed and retracted by the rack 901, and the spring 904 absorbs the impact and deforms under pressure.

[0085] Conversely, when the teeth of the second transmission gear 302 separate from those of the half gear 902, the driving force of the second transmission gear 302 cannot be transmitted to the rack 901. At this time, the telescopic rod 903 extends and resets, thereby driving the rack 901 to move and reset along the second direction. The drying module 5 moves along the second direction and sweeps across the concrete panel again. The half gear 902 follows until its teeth mesh with the second transmission gear 302 again, allowing the rack 901 and the drying module 5 to move along the first direction again.

[0086] Repeat the above process to achieve the reciprocating movement of the drying module 5, and uniformly dry the concrete panel.

[0087] For the half gear 902, a rotating shaft is provided on the auxiliary frame 8. The half gear 902 is rotatably mounted on the rotating shaft and inserted between the second transmission gear 302 and the rack 901. The rack 901 is slidably mounted on the auxiliary frame 8, and the telescopic rod 903 is fixedly mounted on the inner wall of the auxiliary frame 8.

[0088] Spring 904 is used to absorb impact force and improve the operational stability of drying module 5 during reciprocating movement. It is easy to understand that any suitable existing model of spring 904 can be selected.

[0089] The specific embodiments described above further illustrate the purpose, technical solution, and beneficial effects of this utility model. It should be understood that the above description is only a specific embodiment of this utility model and is not intended to limit the scope of protection of this utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the scope of protection of this utility model.

Claims

1. A casting-type hydraulic asphalt concrete panel forming device, characterized in that, It includes a workbench (1), a driver (2), a transmission module (3), a compaction module (4), and a drying module (5); The driver (2) is mounted on the worktable (1) and is used to provide driving force; The transmission module (3) is located below the workbench (1) and is used to drive the mold (6) to move to the processing position. Accordingly, a concrete panel is placed on the mold (6). The compaction module (4) is set above the workbench (1) and is used to compact the concrete panel. Accordingly, the workbench (1) is provided with compaction holes adapted to the compaction module (4). The drying module (5) is located below the workbench (1) and is used to dry the concrete panel.

2. The casting-type hydraulic asphalt concrete panel forming device according to claim 1, characterized in that, When the driver (2) is provided, the driver (2) is connected to both the transmission module (3) and the compaction module (4). When there are two drivers (2), the two drivers (2) are connected to the transmission module (3) and the compaction module (4) respectively.

3. The casting-type hydraulic asphalt concrete panel forming device according to claim 2, characterized in that, The driver (2) is connected to an output shaft (201), and a first transmission gear (202) is provided on the output shaft (201). The output shaft (201) is connected to the compaction module (4), and the first transmission gear (202) is connected to the transmission module (3).

4. The cast-in-place hydraulic asphalt concrete panel forming device according to claim 3, characterized in that, The workbench (1) is provided with an extended bracket (7), which is connected to the driver (2).

5. The cast-in-place hydraulic asphalt concrete panel forming device according to any one of claims 1-4, characterized in that, The compaction module (4) includes a vertical plate (401), a crankshaft (402), and a compaction block (403); Two vertical plates (401) are provided and are arranged opposite each other on both sides of the compaction hole, and a compaction gap is formed between the two vertical plates (401); The crankshaft (402) is rotatably mounted on the upper part of the compaction gap and connected to the driver (2); The compaction block (403) is connected to the crankshaft (402) and moves up and down along the compaction gap by rotating the crankshaft (402).

6. The cast-in-place hydraulic asphalt concrete panel forming device according to claim 5, characterized in that, The upper end of the pressure block (403) is connected to the crankshaft (402) via a connecting rod (404), and the lower end of the pressure block (403) is used to compact the concrete panel; The upper end of the connecting rod (404) is connected to the crankshaft (402) through the collar (405), and the lower end of the connecting rod (404) is connected to the pressure block (403) through the limiting block (406). Correspondingly, the vertical plate (401) is provided with a limiting groove adapted to the limiting block (406).

7. The cast-in-place hydraulic asphalt concrete panel forming device according to claim 6, characterized in that, The transmission module (3) includes a transmission rod (301), a second transmission gear (302), a third transmission gear (303), a lead screw (304), and a slider (305). The transmission rod (301) is rotatably mounted below the worktable (1), and correspondingly, an additional frame (8) is provided below the worktable (1); the upper end of the transmission rod (301) passes through the worktable (1) and is connected to the driver (2); The second transmission gear (302) is located at the lower part of the transmission rod (301) and meshes with the third transmission gear (303); The lead screw (304) is rotatably mounted in the auxiliary frame (8) and meshes with the third transmission gear (303); The slider (305) is set on the lead screw (304) and slides back and forth along the lead screw (304) as the lead screw (304) rotates; The slider (305) is provided with a mold (6) for processing concrete panels. The mold (6) moves away from the compaction hole by sliding the slider (305).

8. The cast-in-place hydraulic asphalt concrete panel forming device according to claim 7, characterized in that, The drying module (5) is set in the additional frame (8) and located outside the projection of the compaction hole.

9. The cast-in-place hydraulic asphalt concrete panel forming device according to claim 8, characterized in that, The drying module (5) moves back and forth along the projection of the compaction hole via the additional module (9).

10. The cast-in-place hydraulic asphalt concrete panel forming device according to claim 9, characterized in that, The additional module (9) includes a rack (901), a half gear (902), a telescopic rod (903), and a spring (904); The rack (901) is located outside the second transmission gear (302) and offset from the third transmission gear (303); the rack (901) has two ends, one end of which is connected to the second transmission gear (302) through a half gear (902), and the other end abuts against the telescopic rod (903), and the spring (904) is sleeved on the telescopic rod (903); The drying module (5) is connected to the rack (901). When the rack (901) moves in the first direction through the half gear (902), the drying module (5) sweeps across the projection of the compaction hole, and the telescopic rod (903) retracts. When the half gear (902) separates from the second transmission gear (302), the telescopic rod (903) resets, so that the rack (901) and the drying module (5) move in the second direction, and the first direction and the second direction are opposite to each other.

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