Concrete special-shaped formwork construction supporting structure and construction method thereof

Abstract

The invention relates to the technical field of special-shaped hyperboloid formwork supporting, and discloses a concrete special-shaped formwork construction supporting structure and a construction method thereof.The concrete special-shaped formwork construction supporting structure comprises a concrete special-shaped formwork, and the bottom of the concrete special-shaped formwork is rotationally connected with a supporting telescopic rod; a bottom plate is fixedly connected to the end, away from the concrete special-shaped formwork, of the supporting telescopic rod, a motor is fixedly connected to the surface of the bottom plate, a threaded rod is fixedly connected to the output end of the motor, and an electric telescopic rod is fixedly connected to the surface of the concrete special-shaped formwork. By arranging the angle adjusting mechanism, firstly, a motor is started to drive a threaded rod to rotate, when the threaded rod rotates, a threaded frame faces one end of the direction of a driven telescopic column, when the threaded frame moves, a limiting elastic rod is pushed to contract, and when the limiting elastic rod reaches a certain position, the threaded frame is limited; when the threaded frame moves, the stressed sliding plate is extruded, and the stressed sliding plate slides towards the bent plate on the surface of the guide rail when being extruded and extrudes the reset spring.

Description

Technical Field

[0001] The present invention relates to the technical field of special-shaped hyperbolic formwork support equipment, and specifically relates to a construction support structure for concrete special-shaped formwork and its construction method. Background Technique

[0002] Modern architectural designs are becoming increasingly diverse. Due to their unique shapes and functions, special-shaped hyperbolic panels have been widely used in landmark buildings such as stadiums, theaters, museums, and super high-rise buildings. These panels not only meet aesthetic requirements but also enable complex structural functions, thus being favored by many designers.

[0003] In the prior art, most support systems are fixedly related to special-shaped hyperbolic formwork. When installing the formwork, the height and the angles on both sides of the formwork are adjusted according to the construction site. However, the adjustment is carried out manually, which not only increases the labor of workers but also reduces the construction efficiency. Summary of the Invention

[0004] The purpose of the present invention is to provide a construction support structure for concrete special-shaped formwork and its construction method to solve the problems raised in the above background technique.

[0005] To solve the above technical problems, the present invention is achieved through the following technical solutions: The present invention is a construction support structure for concrete special-shaped formwork, including a concrete special-shaped formwork. A support telescopic rod is rotatably connected to the bottom of the concrete special-shaped formwork. One end of the support telescopic rod away from the concrete special-shaped formwork is fixedly connected to a bottom plate. A motor is fixedly connected to the surface of the bottom plate. The output end of the motor is fixedly connected to a threaded rod. An electric telescopic rod is fixedly connected to the surface of the concrete special-shaped formwork. A driven telescopic column is fixedly connected to the surface of the concrete special-shaped formwork. It also includes; An angle adjustment mechanism, the angle adjustment mechanism includes a groove plate. A top rod is slidably connected to the inner wall of the groove plate. One end of the top rod is fixedly connected to an adjustment plate; A height adjustment mechanism, the height adjustment mechanism includes a contact plate. A pull rod is rotatably connected to the top of the contact plate. One end of the pull rod away from the contact plate is rotatably connected to a contact rod; A reinforcement mechanism, the reinforcement mechanism includes a chute plate. A passive sliding frame is slidably connected to the inner wall of the chute plate. A downward sliding rod is rotatably connected to the surface of the passive sliding frame; Furthermore, the bottom of the concrete special-shaped formwork is rotatably connected to the end of the driven telescopic column. One end of the threaded rod away from the motor is rotatably connected to the surface of the driven telescopic column. The number of the support telescopic rods is set to six, and all six support telescopic rods are arranged on the surface of the concrete special-shaped formwork.

[0006] Furthermore, the angle adjusting mechanism includes a guide rail, on the surface of which a force-bearing sliding plate is slidably connected. A return spring is fixedly connected to the end of the force-bearing sliding plate. A threaded frame is threadedly connected to the surface of the threaded rod. A limiting elastic rod is fixedly connected to the surface of the threaded frame. A right-angle rod is fixedly connected to the surface of the force-bearing sliding plate. A bent plate is fixedly connected to the surface of the concrete special-shaped formwork. Grooves are formed on both sides of the bent plate, and a sliding rod is slidably connected to the inner wall of the groove. A rising rod is rotatably connected to the surface of the sliding rod.

[0007] Furthermore, the surface of the threaded frame is in contact with the surface of the force-bearing sliding plate. The end of the return spring away from the force-bearing sliding plate is fixedly connected to the inner wall of the bent plate. The end of the right-angle rod away from the force-bearing sliding plate is fixedly connected to the surface of the sliding rod. The bottom of the groove plate is fixedly connected to the top of the bent plate.

[0008] Furthermore, the height adjusting mechanism includes a U-shaped plate, in the inner wall of which a chute is formed. A sliding extension frame is slidably connected to the inner wall of the chute. A push rod is rotatably connected to the surface of the sliding extension frame. The end of the push rod away from the sliding extension frame is rotatably connected to a driven plate. A curved telescopic frame is fixedly connected to the end of the sliding extension frame. A convex plate is fixedly connected to the end of the curved telescopic frame.

[0009] Furthermore, the bottom of the U-shaped plate is fixedly connected to the surface of the concrete special-shaped formwork. The end of the driven plate away from the push rod is fixedly connected to the surface of the top rod. The end of the sliding extension frame is fixedly connected to the bottom of the curved telescopic frame. The surface of the convex plate is slidably connected to the inner wall of the contact plate. The bottom of the contact rod is in contact with the surface of the curved telescopic frame. The bottom of the curved telescopic frame is fixedly connected to the end of the electric telescopic rod.

[0010] Furthermore, the reinforcement mechanism includes a passive telescopic rod, at the top of which a telescopic U-shaped rod is rotatably connected. Reinforcement plates are fixedly connected to both ends of the telescopic U-shaped rod. A passive bent plate is fixedly connected to the surface of the passive telescopic rod. A bent tension plate is fixedly connected to the surface of the passive sliding frame.

[0011] Furthermore, the end of the passive bent plate away from the passive telescopic rod is fixedly connected to the surface of the curved telescopic frame. Both ends of the telescopic U-shaped rod are rotatably connected to the ends of the downward sliding rod. The end of the chute plate is fixedly connected to the surface of the telescopic U-shaped rod. The end of the bent tension plate away from the passive sliding frame is rotatably connected to the surface of the bottom plate.

[0012] Furthermore, the present invention also provides a construction method for a construction support structure of a concrete special-shaped formwork, including the following steps: S1: When the adjusting plate moves, it will contact the bottom of the concrete special-shaped formwork and push one side of the concrete special-shaped formwork upward. When the concrete special-shaped formwork moves upward, the other side will tilt downward, thereby adjusting the angle of the concrete special-shaped formwork and saving labor for workers. When one side of the concrete special-shaped formwork moves upward, it will pull the supporting telescopic rod upward and rotate at the end of the supporting telescopic rod; S2: When the other side of the concrete special-shaped formwork tilts downward, it will squeeze the supporting telescopic rod to contract downward and rotate at the end of the supporting telescopic rod. At this time, start the motor to drive the threaded rod to rotate in the opposite direction, so that the threaded frame moves towards the direction of the motor, thereby resetting one side of the concrete special-shaped formwork to its original position and adjusting the angle of the other side, achieving the adjustment of both sides of the concrete special-shaped formwork, greatly improving the convenience and practicality of use; S3: When the convex plate moves, it will drive the contact plate upward. When the contact plate moves, it will drive the driven telescopic column upward. When the driven telescopic column extends, it will push the concrete special-shaped formwork upward, thereby achieving the height adjustment of the concrete special-shaped formwork and improving the construction efficiency. When the curved telescopic frame moves upward, it will drive the sliding extension frame upward; S4: When the pull-down slide bar moves, it will pull the reinforcement plates to move towards each other. When the reinforcement plates move, they will contact both sides of the concrete special-shaped formwork and reinforce the concrete special-shaped formwork, making the concrete special-shaped formwork more stable when pouring concrete. When the concrete special-shaped formwork tilts, the reinforcement plates and the telescopic U-shaped rod will tilt along with the concrete special-shaped formwork.

[0013] The present invention has the following beneficial effects: In the present invention, by providing an angle adjustment mechanism, the motor is first started to drive the threaded rod to rotate. When the threaded rod rotates, the threaded frame will move towards one end of the driven telescopic column. When the threaded frame moves, it will push the limit elastic rod to contract, and when the limit elastic rod reaches a certain position, it will limit the threaded frame. When the threaded frame moves, it will squeeze the force-bearing slide plate. When the force-bearing slide plate is squeezed, it will slide on the surface of the guide rail towards the bent plate and squeeze the return spring. When the force-bearing slide plate moves, it will drive the right-angle rod to move towards the groove plate. When the right-angle rod moves, it will drive the slide rod to move towards the groove plate on the inner wall of the groove. When the slide rod moves, it will push the lifting rod to move upward. When the lifting rod moves, it will push the ejector rod to slide upward on the inner wall of the groove plate. When the ejector rod slides, it will push the adjusting plate to move upward. When the adjusting plate moves, it will contact the bottom of the concrete special-shaped template and push one side of the concrete special-shaped template to move upward. When one side of the concrete special-shaped template moves upward, the other side will tilt downward, thereby adjusting the angle of the concrete special-shaped template and saving labor for workers. When one side of the concrete special-shaped template moves upward, it will pull the support telescopic rod to extend upward and rotate at the end of the support telescopic rod. When the other side of the concrete special-shaped template tilts downward, it will squeeze the support telescopic rod to contract downward and rotate at the end of the support telescopic rod. At this time, the motor is started again to drive the threaded rod to rotate in the opposite direction, so that the threaded frame moves towards the motor, thereby resetting one side of the concrete special-shaped template to its original position and adjusting the angle of the other side, achieving the adjustment of both sides of the concrete special-shaped template, greatly improving the convenience and practicality of use.

[0014] In the present invention, by providing a height adjustment mechanism, when the ejector rod slides upward, it will drive the driven plate to move upward. When the driven plate moves, it will drive the push rod to move upward. When the push rod moves, it will push the sliding extension frame to slide on the inner wall of the chute towards the other side of the U-shaped plate. When the sliding extension frame slides, it will drive the curved telescopic frame to extend towards the driven telescopic column. When the curved telescopic frame extends, it will push the convex plate to move towards the driven telescopic column. When the convex plate moves, it will push the contact plate to move towards the driven telescopic column. When the contact plate moves, it will drive the contact rod to move towards the driven telescopic column. When the contact rod touches the surface of the driven telescopic column, it will move backward and pull the contact plate to slide on the surface of the convex plate towards the direction of approaching each other, and clamp the driven telescopic column. Then, the electric telescopic rod is started to push the curved telescopic frame to move upward. When the curved telescopic frame moves, it will drive the convex plate to move upward. When the convex plate moves, it will drive the contact plate to move upward. When the contact plate moves, it will drive the driven telescopic column to extend upward. When the driven telescopic column extends, it will push the concrete special-shaped template to move upward, thereby achieving the height adjustment of the concrete special-shaped template and improving the construction efficiency. When the curved telescopic frame moves upward, it will drive the sliding extension frame to extend upward.

[0015] In the present invention, by providing a reinforcement mechanism, when the curved telescopic frame moves upward, it drives the passive bending plate to move upward. When the passive bending plate moves, it pulls the passive telescopic rod to extend upward. When the passive telescopic rod extends, it pushes the telescopic U-shaped rod to move upward. When the passive telescopic rod moves, it drives the chute plate to move upward. When the chute plate moves upward, it drives the passive sliding frame to move upward. When the passive sliding frame moves, the passive sliding frame slides downward along the inner wall of the chute plate due to the pulling force of the curved pulling plate. When the passive sliding frame slides, it pulls the downward sliding rod to move downward. When the downward sliding rod moves, it pulls the reinforcement plates to move towards each other. When the reinforcement plates move, they come into contact with both sides of the concrete special-shaped formwork and reinforce the concrete special-shaped formwork, making the concrete special-shaped formwork more stable when pouring concrete. When the concrete special-shaped formwork is inclined, the reinforcement plates and the telescopic U-shaped rod will incline along with the concrete special-shaped formwork.

[0016] Of course, it is not necessary for any product implementing the present invention to achieve all the above-mentioned advantages simultaneously. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.

[0018] Figure 1 is a schematic diagram of the overall structure of the present invention; Figure 2 is a schematic diagram of the overall sectional structure of the present invention; Figure 3 is a schematic diagram of the overall structure of the angle adjustment of the present invention; Figure 4 is a schematic diagram of the structure of the threaded frame of the present invention; Figure 5 is a schematic diagram of the overall structure of the height adjustment mechanism of the present invention; Figure 6 is a schematic diagram of the structure of the sliding frame of the present invention; Figure 7 For the present invention Figure 5 is an enlarged schematic diagram of part A in; Figure 8 is a schematic diagram of the overall structure of the reinforcement mechanism of the present invention; Figure 9 is a schematic diagram of the structure of the passive bending rod of the present invention; Figure 10 For the present invention Figure 9 is an enlarged schematic diagram of part B in; Figure 11This is a schematic structural diagram of the construction method process of a construction support structure for a special-shaped concrete formwork of the present invention.

[0019] In the attached drawings, the list of components represented by each reference numeral is as follows: In the figure: 1, special-shaped concrete formwork; 2, support telescopic rod; 3, bottom plate; 4, motor; 5, threaded rod; 6, electric telescopic rod; 7, driven telescopic column; 10, angle adjustment mechanism; 11, guide rail; 12, force-bearing sliding plate; 13, return spring; 14, threaded frame; 15, limit elastic rod; 16, right-angle rod; 17, bent plate; 18, sliding rod; 19, rising rod; 20, groove plate; 21, top rod; 22, adjusting plate; 30, height adjustment mechanism; 31, U-shaped plate; 32, sliding extension frame; 33, push rod; 34, driven plate; 35, curved telescopic frame; 36, convex plate; 37, contact plate; 38, pull rod; 39, contact rod; 50, reinforcement mechanism; 51, passive telescopic rod; 52, telescopic U-shaped rod; 53, reinforcement plate; 54, passive bent plate; 55, chute plate; 56, passive sliding frame; 57, downward sliding rod; 58, bent pull plate. Specific embodiments

[0020] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0021] Please refer to Figures 1-9 As shown, the present invention is a construction support structure for a special-shaped concrete formwork, including a special-shaped concrete formwork 1. One end of the support telescopic rod 2 is rotatably connected to the bottom of the special-shaped concrete formwork 1, and the other end of the support telescopic rod 2 far from the special-shaped concrete formwork 1 is fixedly connected to a bottom plate 3. A motor 4 is fixedly connected to the surface of the bottom plate 3, and the output end of the motor 4 is fixedly connected to a threaded rod 5. An electric telescopic rod 6 is fixedly connected to the surface of the special-shaped concrete formwork 1, and a driven telescopic column 7 is fixedly connected to the surface of the special-shaped concrete formwork 1. It also includes; An angle adjustment mechanism 10, the angle adjustment mechanism 10 includes a groove plate 20. The inner wall of the groove plate 20 is slidably connected to a top rod 21. When the rising rod 19 moves, it will push the top rod 21 to slide upward on the inner wall of the groove plate 20. The end of the top rod 21 is fixedly connected to an adjusting plate 22. When the top rod 21 slides, it will push the adjusting plate 22 to move upward. When the adjusting plate 22 moves, it will contact the bottom of the special-shaped concrete formwork 1 and push one side of the special-shaped concrete formwork 1 upward. When the special-shaped concrete formwork 1 moves upward, the other side will tilt downward, thereby adjusting the angle of the special-shaped concrete formwork 1 and saving labor for workers; The height adjustment mechanism 30, the height adjustment mechanism 30 includes a contact plate 37. When the contact plate 37 moves, it will drive the driven telescopic column 7 to extend upward. When the driven telescopic column 7 extends, it will push the special-shaped concrete formwork 1 upward, so as to achieve the height adjustment of the special-shaped concrete formwork 1 and improve the construction efficiency. When the curved telescopic frame 35 moves upward, it will drive the sliding extension frame 32 to extend upward. When the convex plate 36 moves, it will drive the contact plate 37 to move upward. When the convex plate 36 moves, it will push the contact plate 37 to move towards the driven telescopic column 7. The top of the contact plate 37 is rotatably connected to a pull rod 38. One end of the pull rod 38 away from the contact plate 37 is rotatably connected to a contact rod 39. When the contact plate 37 moves, it will drive the contact rod 39 to move towards the driven telescopic column 7. When the contact rod 39 touches the surface of the driven telescopic column 7, it will move backward; The reinforcement mechanism 50, the reinforcement mechanism 50 includes a chute plate 55. When the chute plate 55 moves upward, it will drive the passive sliding frame 56 to move upward. When the passive sliding frame 56 moves, it will slide downward along the inner wall of the chute plate 55 under the tension of the bent pull plate 58. The inner wall of the chute plate 55 is slidably connected to a passive sliding frame 56. The surface of the passive sliding frame 56 is rotatably connected to a downward sliding rod 57. When the passive sliding frame 56 slides, it will pull the downward sliding rod 57 to move downward; The bottom of the special-shaped concrete formwork 1 is rotatably connected to the end of the driven telescopic column 7. One end of the threaded rod 5 away from the motor 4 is rotatably connected to the surface of the driven telescopic column 7. The number of the support telescopic rods 2 is set to six, and the six support telescopic rods 2 are all arranged on the surface of the special-shaped concrete formwork 1.

[0022] The angle adjustment mechanism 10 includes a guide rail 11. A force-receiving sliding plate 12 is slidably connected to the surface of the guide rail 11. A return spring 13 is fixedly connected to the end of the force-receiving sliding plate 12. A threaded frame 14 is threadedly connected to the surface of the threaded rod 5. First, start the motor 4 to drive the threaded rod 5 to rotate. When the threaded rod 5 rotates, it will cause the threaded frame 14 to move towards one end in the direction of the driven telescopic column 7. A limiting elastic rod 15 is fixedly connected to the surface of the threaded frame 14. When the threaded frame 14 moves, it will push the limiting elastic rod 15 to contract, and when the limiting elastic rod 15 reaches a certain position, it will limit the threaded frame 14. A right-angle rod 16 is fixedly connected to the surface of the force-receiving sliding plate 12. A bent plate 17 is fixedly connected to the surface of the concrete special-shaped formwork 1. Grooves are formed on both sides of the bent plate 17. A sliding rod 18 is slidably connected to the inner wall of the groove. A rising rod 19 is rotatably connected to the surface of the sliding rod 18. When the sliding rod 18 moves, it will push the rising rod 19 to move upward. When one side of the concrete special-shaped formwork 1 moves upward, it will pull the support telescopic rod 2 to extend upward and rotate at the end of the support telescopic rod 2. When the other side of the concrete special-shaped formwork 1 tilts downward, it will squeeze the support telescopic rod 2 to contract downward and rotate at the end of the support telescopic rod 2. At this time, start the motor 4 to drive the threaded rod 5 to rotate in the opposite direction, so that the threaded frame 14 moves towards the motor 4, thereby resetting one side of the concrete special-shaped formwork 1 to its original position and adjusting the angle of the other side, achieving the adjustment of both sides of the concrete special-shaped formwork 1, greatly improving the convenience and practicality of use.

[0023] The surface of the threaded frame 14 contacts the surface of the force-receiving sliding plate 12. When the threaded frame 14 moves, it will squeeze the force-receiving sliding plate 12. When the force-receiving sliding plate 12 is squeezed, it will slide on the surface of the guide rail 11 towards the bent plate 17 and squeeze the return spring 13. One end of the return spring 13 away from the force-receiving sliding plate 12 is fixedly connected to the inner wall of the bent plate 17. One end of the right-angle rod 16 away from the force-receiving sliding plate 12 is fixedly connected to the surface of the sliding rod 18. When the right-angle rod 16 moves, it will drive the sliding rod 18 to move towards the groove plate 20 on the inner wall of the groove. When the force-receiving sliding plate 12 moves, it will drive the right-angle rod 16 to move towards the groove plate 20. The bottom of the groove plate 20 is fixedly connected to the top of the bent plate 17.

[0024] The height adjustment mechanism 30 includes a U-shaped plate 31. A chute is provided on the inner wall of the U-shaped plate 31, and a sliding extension frame 32 is slidably connected to the inner wall of the chute. When the push rod 33 moves, it will push the sliding extension frame 32 to slide on the inner wall of the chute toward the other side of the U-shaped plate 31. The push rod 33 is rotatably connected to the surface of the sliding extension frame 32. When the driven plate 34 moves, it will drive the push rod 33 to move upward. One end of the push rod 33 away from the sliding extension frame 32 is rotatably connected to the driven plate 34. The end of the sliding extension frame 32 is fixedly connected to a curved telescopic frame 35. The end of the curved telescopic frame 35 is fixedly connected to a convex plate 36, and it will pull the contact plate 37 to slide on the surface of the convex plate 36 in the direction of approaching each other, and clamp the driven telescopic column 7.

[0025] The bottom of the U-shaped plate 31 is fixedly connected to the surface of the concrete special-shaped formwork 1. One end of the driven plate 34 away from the push rod 33 is fixedly connected to the surface of the ejector rod 21. When the ejector rod 21 slides upward, it will drive the driven plate 34 to move upward. The end of the sliding extension frame 32 is fixedly connected to the bottom of the curved telescopic frame 35. Then, start the electric telescopic rod 6 to push the curved telescopic frame 35 upward. When the sliding extension frame 32 slides, it will drive the curved telescopic frame 35 to extend toward the driven telescopic column 7. The surface of the convex plate 36 is slidably connected to the inner wall of the contact plate 37. When the curved telescopic frame 35 extends, it will push the convex plate 36 to move toward the driven telescopic column 7. When the curved telescopic frame 35 moves, it will drive the convex plate 36 to move upward. The bottom of the contact rod 39 is in contact with the surface of the curved telescopic frame 35. The bottom of the curved telescopic frame 35 is fixedly connected to the end of the electric telescopic rod 6.

[0026] The reinforcement mechanism 50 includes a passive telescopic rod 51. When the passive bent plate 54 moves, it will pull the passive telescopic rod 51 to extend upward. The top of the passive telescopic rod 51 is rotatably connected to a telescopic U-shaped rod 52. When the passive telescopic rod 51 extends, it will push the telescopic U-shaped rod 52 to move upward. Reinforcement plates 53 are fixedly connected to both ends of the telescopic U-shaped rod 52. When the pull-down slide rod 57 moves, it will pull the reinforcement plates 53 to move toward each other. The passive bent plate 54 is fixedly connected to the surface of the passive telescopic rod 51. When the curved telescopic frame 35 moves upward, it will drive the passive bent plate 54 to move upward. A bent pulling plate 58 is fixedly connected to the surface of the passive sliding frame 56.

[0027] One end of the passive bending plate 54 away from the passive telescopic rod 51 is fixedly connected to the surface of the curved telescopic frame 35. When the reinforcing plate 53 moves, it will come into contact with both sides of the concrete special-shaped formwork 1 and reinforce the concrete special-shaped formwork 1, making the concrete special-shaped formwork 1 more stable when pouring concrete. When the concrete special-shaped formwork 1 is tilted, the reinforcing plate 53 and the telescopic U-shaped rod 52 will tilt along with the concrete special-shaped formwork 1. Both ends of the telescopic U-shaped rod 52 are rotatably connected to the ends of the downward sliding rod 57. The end of the chute plate 55 is fixedly connected to the surface of the telescopic U-shaped rod 52. When the passive telescopic rod 51 moves, it will drive the chute plate 55 to move upward. One end of the bent pulling plate 58 away from the passive sliding frame 56 is rotatably connected to the surface of the bottom plate 3.

[0028] A construction method of a construction support structure for a concrete special-shaped formwork includes the following steps: S1: When the adjusting plate 22 moves, it will come into contact with the bottom of the concrete special-shaped formwork 1 and push one side of the concrete special-shaped formwork 1 upward. When the concrete special-shaped formwork 1 moves upward, the other side will tilt downward, thereby adjusting the angle of the concrete special-shaped formwork 1 and saving labor for workers. When one side of the concrete special-shaped formwork 1 moves upward, it will pull the support telescopic rod 2 to extend upward and rotate at the end of the support telescopic rod 2; S2: When the other side of the concrete special-shaped formwork 1 tilts downward, it will squeeze the support telescopic rod 2 to contract downward and rotate at the end of the support telescopic rod 2. At this time, start the motor 4 to drive the threaded rod 5 to rotate in the opposite direction, so that the threaded frame 14 moves toward the direction of the motor 4, thereby resetting one side of the concrete special-shaped formwork 1 to its original position and adjusting the angle of the other side, achieving the adjustment of both sides of the concrete special-shaped formwork 1, greatly improving the convenience and practicality of use; S3: When the convex plate 36 moves, it will drive the contact plate 37 to move upward. When the contact plate 37 moves, it will drive the driven telescopic column 7 to extend upward. When the driven telescopic column 7 extends, it will push the concrete special-shaped formwork 1 to move upward, thereby achieving the height adjustment of the concrete special-shaped formwork 1 and improving the construction efficiency. When the curved telescopic frame 35 moves upward, it will drive the sliding extension frame 32 to extend upward; S4: When the downward sliding rod 57 moves, it will pull the reinforcing plates 53 to move toward each other. When the reinforcing plates 53 move, they will come into contact with both sides of the concrete special-shaped formwork 1 and reinforce the concrete special-shaped formwork 1, making the concrete special-shaped formwork 1 more stable when pouring concrete. When the concrete special-shaped formwork 1 is tilted, the reinforcing plates 53 and the telescopic U-shaped rod 52 will tilt along with the concrete special-shaped formwork 1.

[0029] During use, first start the motor 4 to drive the threaded rod 5 to rotate. When the threaded rod 5 rotates, it will cause the threaded frame 14 to move towards one end in the direction of the driven telescopic column 7. When the threaded frame 14 moves, it will push the limiting elastic rod 15 to contract. When the limiting elastic rod 15 reaches a certain position, it will limit the threaded frame 14. When the threaded frame 14 moves, it will squeeze the force-bearing slide plate 12. When the force-bearing slide plate 12 is squeezed, it will slide on the surface of the guide rail 11 in the direction of the bent plate 17 and squeeze the return spring 13. When the force-bearing slide plate 12 moves, it will drive the right-angle rod 16 to move in the direction of the groove plate 20. When the right-angle rod 16 moves, it will drive the slide rod 18 to move in the inner wall of the groove in the direction of the groove plate 20. When the slide rod 18 moves, it will push the rising rod 19 to move upward. When the rising rod 19 moves, it will push the ejector rod 21 to slide upward on the inner wall of the groove plate 20. When the ejector rod 21 slides, it will push the adjusting plate 22 to move upward. When the adjusting plate 22 moves, it will contact the bottom of the concrete special-shaped formwork 1 and push one side of the concrete special-shaped formwork 1 to move upward. When one side of the concrete special-shaped formwork 1 moves upward, the other side will tilt downward, thereby adjusting the angle of the concrete special-shaped formwork 1 and saving labor for workers. When one side of the concrete special-shaped formwork 1 moves upward, it will pull the support telescopic rod 2 to extend upward and rotate at the end of the support telescopic rod 2. When the other side of the concrete special-shaped formwork 1 tilts downward, it will squeeze the support telescopic rod 2 to contract downward and rotate at the end of the support telescopic rod 2. At this time, start the motor 4 to drive the threaded rod 5 to rotate in the opposite direction, so that the threaded frame 14 moves towards the motor 4, thereby resetting one side of the concrete special-shaped formwork 1 to its original position and adjusting the angle of the other side, achieving the adjustment of both sides of the concrete special-shaped formwork 1, greatly improving the convenience and practicality of use. When the ejector rod 21 slides upward, it will drive the driven plate 34 to move upward. When the driven plate 34 moves, it will drive the push rod 33 to move upward. When the push rod 33 moves, it will push the sliding extension frame 32 to slide on the inner wall of the chute towards the other side of the U-shaped plate 31. When the sliding extension frame 32 slides, it will drive the curved telescopic frame 35 to extend in the direction of the driven telescopic column 7. When the curved telescopic frame 35 extends, it will push the convex plate 36 to move in the direction of the driven telescopic column 7. When the convex plate 36 moves, it will push the contact plate 37 to move in the direction of the driven telescopic column 7. When the contact plate 37 moves, it will drive the contact rod 39 to move in the direction of the driven telescopic column 7. When the contact rod 39 contacts the surface of the driven telescopic column 7, it will move backward and pull the contact plate 37 to slide on the surface of the convex plate 36 in the direction of approaching each other, and clamp the driven telescopic column 7. Then start the electric telescopic rod 6 to push the curved telescopic frame 35 to move upward. When the curved telescopic frame 35 moves, it will drive the convex plate 36 to move upward. When the convex plate 36 moves, it will drive the contact plate 37 to move upward. When the contact plate 37 moves, it will drive the driven telescopic column 7 to extend upward. When the driven telescopic column 7 extends, it will push the concrete special-shaped formwork 1 to move upward.Thus, the height of the special-shaped concrete formwork 1 can be adjusted, and the construction efficiency is improved. When the curved telescopic frame 35 moves upward, it will drive the sliding extension frame 32 to extend upward. When the curved telescopic frame 35 moves upward, it will drive the passive bending plate 54 to move upward. When the passive bending plate 54 moves, it will pull the passive telescopic rod 51 to extend upward. When the passive telescopic rod 51 extends, it will push the telescopic U-shaped rod 52 to move upward. When the passive telescopic rod 51 moves, it will drive the chute plate 55 to move upward. When the chute plate 55 moves upward, it will drive the passive sliding frame 56 to move upward. When the passive sliding frame 56 moves, the passive sliding frame 56 will slide downward along the inner wall of the chute plate 55 due to the pulling force of the curved pulling plate 58. When the passive sliding frame 56 slides, it will pull the downward sliding rod 57 to move downward. When the downward sliding rod 57 moves, it will pull the reinforcement plate 53 to move in the direction of approaching each other. When the reinforcement plate 53 moves, it will come into contact with both sides of the special-shaped concrete formwork 1 and reinforce the special-shaped concrete formwork 1, making the special-shaped concrete formwork 1 more stable when pouring concrete. When the special-shaped concrete formwork 1 is tilted, the reinforcement plate 53 and the telescopic U-shaped rod 52 will tilt along with the special-shaped concrete formwork 1.,

[0030] The preferred embodiments of the present invention disclosed above are only used to help illustrate the present invention. The preferred embodiments do not describe all the details in detail, nor do they limit the invention to the specific embodiments described. Obviously, many modifications and changes can be made according to the content of this specification. These embodiments are selected and specifically described in this specification to better explain the principle and practical application of the present invention, so that those skilled in the art can understand and utilize the present invention well. The present invention is only limited by the claims and their full scope and equivalents.

Claims

1. A construction support structure for a special-shaped concrete formwork, comprising a special-shaped concrete formwork (1). A support telescopic rod (2) is rotatably connected to the bottom of the special-shaped concrete formwork (1). One end of the support telescopic rod (2) far away from the special-shaped concrete formwork (1) is fixedly connected to a bottom plate (3). A motor (4) is fixedly connected to the surface of the bottom plate (3). A threaded rod (5) is fixedly connected to the output end of the motor (4). An electric telescopic rod (6) is fixedly connected to the surface of the special-shaped concrete formwork (1). A driven telescopic column (7) is fixedly connected to the surface of the special-shaped concrete formwork (1). It is characterized in that, Further included are; an angle adjustment mechanism (10), the angle adjustment mechanism (10) includes a groove plate (20), a top rod (21) is slidably connected to the inner wall of the groove plate (20), and an adjustment plate (22) is fixedly connected to the end of the top rod (21); a height adjustment mechanism (30), the height adjustment mechanism (30) includes a contact plate (37), a pull rod (38) is rotatably connected to the top of the contact plate (37), and a contact rod (39) is rotatably connected to the end of the pull rod (38) away from the contact plate (37); a reinforcement mechanism (50), the reinforcement mechanism (50) includes a chute plate (55), a passive sliding frame (56) is slidably connected to the inner wall of the chute plate (55), and a downward sliding rod (57) is rotatably connected to the surface of the passive sliding frame (56).

2. The construction support structure of a special-shaped concrete formwork according to claim 1, characterized in that: The bottom of the concrete special-shaped formwork (1) is rotatably connected to the end of the driven telescopic column (7), the end of the threaded rod (5) away from the motor (4) is rotatably connected to the surface of the driven telescopic column (7), and six support telescopic rods (2) are provided, and the six support telescopic rods (2) are all arranged on the surface of the concrete special-shaped formwork (1).

3. The construction support structure of a special-shaped concrete formwork according to claim 2, characterized in that: The angle adjustment mechanism (10) includes a guide rail (11), a force-bearing sliding plate (12) is slidably connected to the surface of the guide rail (11), a return spring (13) is fixedly connected to the end of the force-bearing sliding plate (12), a threaded frame (14) is threadedly connected to the surface of the threaded rod (5), a limiting elastic rod (15) is fixedly connected to the surface of the threaded frame (14), a right-angle rod (16) is fixedly connected to the surface of the force-bearing sliding plate (12), a bent plate (17) is fixedly connected to the surface of the concrete special-shaped formwork (1), grooves are formed on both sides of the bent plate (17), a sliding rod (18) is slidably connected to the inner wall of the groove, and a rising rod (19) is rotatably connected to the surface of the sliding rod (18).

4. The construction support structure of a special-shaped concrete formwork according to claim 3, characterized in that: The surface of the threaded frame (14) is in contact with the surface of the force-bearing sliding plate (12), the end of the return spring (13) away from the force-bearing sliding plate (12) is fixedly connected to the inner wall of the bent plate (17), the end of the right-angle rod (16) away from the force-bearing sliding plate (12) is fixedly connected to the surface of the sliding rod (18), and the bottom of the groove plate (20) is fixedly connected to the top of the bent plate (17).

5. A construction support structure for a special-shaped concrete formwork according to claim 4, characterized in that: The height adjustment mechanism (30) includes a U-shaped plate (31), a chute is formed in the inner wall of the U-shaped plate (31), a sliding extension frame (32) is slidably connected to the inner wall of the chute, a push rod (33) is rotatably connected to the surface of the sliding extension frame (32), a driven plate (34) is rotatably connected to the end of the push rod (33) away from the sliding extension frame (32), a curved telescopic frame (35) is fixedly connected to the end of the sliding extension frame (32), and a convex plate (36) is fixedly connected to the end of the curved telescopic frame (35).

6. The construction support structure of a special-shaped concrete formwork according to claim 5, characterized in that: The bottom of the U-shaped plate (31) is fixedly connected to the surface of the concrete special-shaped formwork (1). One end of the driven plate (34) away from the push rod (33) is fixedly connected to the surface of the ejector rod (21). The end of the sliding extension frame (32) is fixedly connected to the bottom of the curved telescopic frame (35). The surface of the convex plate (36) is slidably connected to the inner wall of the contact plate (37). The bottom of the contact rod (39) contacts the surface of the curved telescopic frame (35). The bottom of the curved telescopic frame (35) is fixedly connected to the end of the electric telescopic rod (6).

7. A construction support structure for a special-shaped concrete formwork according to claim 6, characterized in that: The reinforcement mechanism (50) includes a passive telescopic rod (51). The top of the passive telescopic rod (51) is rotatably connected to a telescopic U-shaped rod (52). Reinforcement plates (53) are fixedly connected to both ends of the telescopic U-shaped rod (52). A passive bent plate (54) is fixedly connected to the surface of the passive telescopic rod (51). A bent tension plate (58) is fixedly connected to the surface of the passive sliding frame (56).

8. A construction support structure for a special-shaped concrete formwork according to claim 7, characterized in that: One end of the passive bent plate (54) away from the passive telescopic rod (51) is fixedly connected to the surface of the curved telescopic frame (35). Both ends of the telescopic U-shaped rod (52) are rotatably connected to the ends of the downward sliding rods (57). The end of the chute plate (55) is fixedly connected to the surface of the telescopic U-shaped rod (52). One end of the bent tension plate (58) away from the passive sliding frame (56) is rotatably connected to the surface of the bottom plate (3).

9. The construction method of a construction support structure for a special-shaped concrete formwork according to claim 8, characterized in that, It includes the following steps: S1: When the adjusting plate (22) moves, it will contact the bottom of the concrete special-shaped formwork (1) and push one side of the concrete special-shaped formwork (1) upward. When the concrete special-shaped formwork (1) moves upward, the other side will tilt downward, thereby adjusting the angle of the concrete special-shaped formwork (1) and saving labor for workers. When one side of the concrete special-shaped formwork (1) moves upward, it will pull the support telescopic rod (2) to extend upward and rotate at the end of the support telescopic rod (2). S2: When the other side of the concrete special-shaped formwork (1) tilts downward, it will squeeze the support telescopic rod (2) to contract downward and rotate at the end of the support telescopic rod (2). At this time, start the motor (4) to drive the threaded rod (5) to rotate in the opposite direction, so that the threaded frame (14) moves toward the direction of the motor (4), thereby resetting one side of the concrete special-shaped formwork (1) to its original position and adjusting the angle of the other side, achieving the adjustment of both sides of the concrete special-shaped formwork (1), greatly improving the convenience and practicality of use. S3: When the convex plate (36) moves, it will drive the contact plate (37) to move upward. When the contact plate (37) moves, it will drive the driven telescopic column (7) to extend upward. When the driven telescopic column (7) extends, it will push the concrete special-shaped formwork (1) to move upward, thereby achieving the height adjustment of the concrete special-shaped formwork (1) and improving the construction efficiency. When the curved telescopic frame (35) moves upward, it will drive the sliding extension frame (32) to extend upward. S4: When the pull slider (57) moves, it will pull the reinforcement plate (53) to move towards each other. When the reinforcement plate (53) moves, it will come into contact with both sides of the concrete special-shaped formwork (1) and reinforce the concrete special-shaped formwork (1), making the concrete special-shaped formwork (1) more stable when pouring concrete. When the concrete special-shaped formwork (1) is tilted, the reinforcement plate (53) and the telescopic U-shaped rod (52) will tilt along with the concrete special-shaped formwork (1).

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