Full-automatic demolding mechanism and method of alignment bridging machine

Abstract

The invention belongs to the technical field of bridge fabrication machine pouring demolding, and particularly relates to a full-automatic demolding mechanism and method for an alignment bridge fabrication machine, the full-automatic demolding mechanism comprises a pier column, a bridge body is poured at the top of the pier column, bridge fabrication machines are installed on the surfaces of the two ends of the bridge body, and the bridge fabrication machines walk on the surface of the bridge body in the horizontal direction for bridge fabrication operation. The bridge fabrication machine comprises side formworks on the two sides, a bearing formwork at the bottom, a limiting formwork on the end face and an internal hollow formwork frame. According to the full-automatic demolding mechanism and method of the alignment bridging machine, through accurate control over the linkage driving mechanism and the power shaft, sequential knocking vibration of the formworks is achieved, bonding between the side formworks and the hollow formwork frame and concrete is effectively relieved, it is guaranteed that the demolding process is conducted smoothly, meanwhile, damage to the surface of the concrete is avoided, and the service life of the concrete is prolonged. And the surface quality of the component is improved. And secondly, the demolding tilting mechanism driven by the hydraulic cylinder ensures the stable tilting of the side mold plate, so that the demolding operation is further promoted to be smoothly completed, and the demolding efficiency is improved.

Description

Technical Field

[0001] The invention relates to the technical field of demoulding for pouring a bridge-building machine, and in particular to a fully automatic demoulding mechanism and method for a positioning bridge-building machine. Background Art

[0002] In traditional bridge construction, the demoulding and pouring processes often rely on manual operation, which presents a series of technical problems. First, manual demoulding is not only inefficient, but also easily causes damage to the concrete surface due to inconsistencies in force and angle control, affecting the appearance and quality of the bridge. Secondly, manual operation poses a safety hazard when removing the formwork, especially in high-altitude operations, where workers face a high safety risk. In addition, due to the limitations of manual operation, the lifting and vibration demoulding of the formwork are difficult to achieve uniformity and synchronization, resulting in poor demoulding effects and may even cause damage to the formwork. Furthermore, the adjustment of the pouring slope in the traditional method relies on manual operation, which is not only time-consuming and labor-intensive, but also difficult to achieve precise pouring angles, affecting the molding quality of the concrete. Therefore, a fully automatic demoulding mechanism and method for a counter-position bridge-building machine is needed. Summary of the invention

[0003] Based on the existing technical problems, the present invention proposes a fully automatic demoulding mechanism and method for a parallel bridge-building machine.

[0004] The present invention proposes a fully automatic demoulding mechanism for a positioning bridge-building machine, including piers, a bridge body is cast on the top of the piers, bridge-building machines are installed on the two end surfaces of the bridge body, and the bridge-building machine walks horizontally on the surface of the bridge body to perform bridge-building operations. The bridge-building machine includes side formworks on both sides, a supporting formwork at the bottom, a limiting formwork on the end face, and an internal hollow mold frame. The surface of the limiting formwork is fixedly installed with the end face of the hollow mold frame, the two side formworks are distributed on both sides of the limiting formwork, and the supporting formwork is located at the bottom of the hollow mold frame.

[0005] A pouring slope adjustment mechanism is provided at the bottom of the supporting formwork at the bottom, and the pouring slope adjustment mechanism realizes automatic adjustment according to the pouring inclination design during pouring.

[0006] Both sides of the two side mold plates and the interior of the hollow mold frame are provided with vibration demoulding mechanisms, and the vibration demoulding mechanisms realize the vibration demoulding action in the process of demoulding from front to back.

[0007] The front ends of the plurality of vibration demoulding mechanisms are all provided with linkage drive mechanisms, and the linkage drive mechanisms realize the operation of synchronously driving the plurality of vibration demoulding mechanisms by one power.

[0008] The top and inner side of the side template are both provided with demoulding lifting mechanisms, and the demoulding lifting mechanisms enable the side template to perform a demoulding lifting operation from front to back during demoulding.

[0009] Preferably, the casting slope adjustment mechanism includes an articulated seat installed at the rear end of the bottom of the supporting formwork, and the two articulated seats are symmetrically arranged on the surface of the supporting formwork. A fixed shaft is also fixedly installed on the surface of the articulated seat, and both ends of the fixed shaft are rotatably connected to a U-shaped seat through bearings, and the bottom mounting surfaces of the two U-shaped seats are respectively fixedly installed on the top of the connecting cross bar of the bridge-building machine.

[0010] Preferably, a slide rail is fixedly installed on the top of the front end of the connecting cross bar of the bridge-building machine, and an inclined slider is slidably inserted on the inner wall of the slide groove of the slide rail. Driving connecting rods are fixedly installed on the surfaces of the three inclined sliders. A telescopic cylinder is also hingedly installed on the top of the rear end of the connecting cross bar of the bridge-building machine, and the telescopic top end of the telescopic cylinder is fixedly installed on the relative surface of the inclined slider in the middle.

[0011] Preferably, the vibration demolding mechanism includes a bearing seat, each two of the bearing seats form a group, and the mounting surfaces of the multiple groups of bearing seats are all installed on the frame surface of the bridge-building machine. The surfaces of each group of two bearing seats are rotatably connected to a power shaft through a bearing, and one end of the four power shafts located inside the hollow mold frame passes through and extends to the outside of the limiting template. A cam is fixedly installed on the surface of the power shaft, and the multiple cams are linearly arranged on the surface of the power shaft, and the protrusions of the multiple cams are distributed in a circular array with the axis of the power shaft as the center.

[0012] Preferably, a sleeve is fixedly installed on the frame surface of the bridge-building machine, and the multiple sleeves are grouped into five, and each group of five sleeves are linearly arranged. A knocking rod is slidably inserted into the inner wall of each sleeve, and a spring is movably sleeved on the arc surface of one end of the knocking rod. The spring is located inside the sleeve, and one end of the spring is fixedly installed on the inner bottom wall of the sleeve, and the other end of the knocking rod is slidably inserted into the surface of the cam. The knocking rod is rotated by the cam to control the knocking rod to achieve knocking and vibration under the elastic force of the spring.

[0013] Preferably, the linkage drive mechanism comprises a drive motor, the drive motor is mounted on one side of one of the bearing seats, and the output end of the drive motor is fixedly mounted on a surface relative to the power shaft via a coupling.

[0014] Preferably, pulleys are fixedly installed at the front ends of the multiple power shafts, and the inner walls of the grooves of the multiple pulleys are transmission-connected with double-sided belts. The rotation of the power shafts is controlled by driving the motor to rotate, and the synchronous rotation of the multiple pulleys is achieved when the double-sided belt is synchronously engaged with the multiple pulleys.

[0015] Preferably, the demoulding and tilting mechanism comprises an inclined tilting plate, the top and the inner wall of the side template are both provided with sliding inclined grooves, and the surface of the inclined tilting plate is slidably plugged into the inner wall of the sliding inclined groove.

[0016] Preferably, an L-shaped connecting seat is fixedly installed on the back side of the side formwork, a connecting shaft is fixedly installed on the top of one end of the L-shaped connecting seat, the arc surface of the connecting shaft is rotatably connected to an adapter seat through a bearing, a hydraulic cylinder is fixedly installed on one end of the adapter seat, and the telescopic end of the hydraulic cylinder is fixedly installed on the relative surface of the inclined tilting plate.

[0017] The present invention proposes a method for a fully automatic demoulding mechanism of a positioning bridge-building machine. Step 1: When the concrete of the bridge-building machine is formed after pouring and its formwork needs to be removed for the next step of pouring, the linkage driving mechanism is first controlled to work, and the power shaft is driven to rotate by rotating the driving motor. The rotation of multiple pulleys is controlled under the double-sided belt transmission, thereby realizing the synchronous rotation of multiple power shafts. The power shaft controls the rotation of multiple cams linearly arranged on the surface under the rotational motion, so that the convex points of the multiple cams linearly arranged on the surface of the power shaft contact with the knocking rod in turn, and the knocking rod is controlled to squeeze the spring while contacting and knocking with the surface of the formwork mounting frame of the bridge-building machine, realizing the knocking vibration from front to back in turn, and controlling the side formwork and the hollow form frame to release the bonding with the concrete contact surface.

[0018] Step 2: While demoulding by vibration, the demoulding lifting mechanism is also controlled to work, driving the hydraulic cylinder to extend and move, controlling the inclined lifting plate to move forward, sliding on the inner wall of the sliding inclined groove, and through the inclined setting of the inclined lifting plate, the contact surface between the side formwork and the concrete is pushed off to realize the demoulding operation.

[0019] Step 3. After the demoulding operation of the measuring template and the hollow formwork frame, the side template and the hollow formwork frame are controlled to move forward a distance through the bridge-building machine, and then the steel bars are laid out and poured in the pouring space formed by the side template and the hollow formwork frame. By starting the pouring slope adjustment mechanism, according to the bottom pouring design size, the telescopic cylinder is driven to move and drive the inclined slider to slide inside the slide rail, thereby pushing the front end of the supporting template to tilt upward, changing the inclined pouring surface to cause the pouring operation.

[0020] Step 4: After pouring is completed, continue to start the vibration demoulding mechanism and the demoulding lifting mechanism to realize the demoulding operation and cooperate with the bridge-building machine to cast the bridge into shape.

[0021] The beneficial effects of the present invention are:

[0022] Through the precise control of the linkage drive mechanism and the power shaft, the sequential knocking vibration of the formwork is achieved, which effectively releases the bonding between the side formwork and the hollow form frame and the concrete, ensures the smooth progress of the demoulding process, avoids damage to the concrete surface, and improves the surface quality of the component. Secondly, the demoulding lifting mechanism driven by the hydraulic cylinder ensures the smooth lifting of the side formwork, further promotes the smooth completion of the demoulding operation, and improves the demoulding efficiency. Furthermore, through the forward movement of the side formwork and the hollow form frame and the adjustment of the pouring slope adjustment mechanism, conditions are created for the layout of the steel bars and the pouring of the concrete, ensuring the accuracy of the pouring process. Finally, the automation of the entire demoulding and pouring process significantly improves the construction efficiency of the bridge-building machine, reduces the difficulty and labor intensity of manual operation, and improves construction safety, thereby realizing efficient, precise and safe bridge construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a structural schematic diagram of a fully automatic demoulding mechanism of a positioning bridge-building machine;

[0024] Figure 2 A three-dimensional diagram of the structure of a bridge-building machine with a fully automatic demoulding mechanism for a bridge-building machine;

[0025] Figure 3 A three-dimensional diagram of the bridge structure of a fully automatic demoulding mechanism of a bridge-building machine;

[0026] Figure 4 It is a three-dimensional diagram of the side template structure of a fully automatic demoulding mechanism of a positioning bridge-building machine;

[0027] Figure 5 It is a three-dimensional diagram of the hollow mold frame structure of a fully automatic demoulding mechanism of a positioning bridge-building machine;

[0028] Figure 6 It is a three-dimensional diagram of the linkage drive mechanism of a fully automatic demoulding mechanism of a positioning bridge-building machine;

[0029] Figure 7 It is a stereoscopic diagram of a pouring slope adjustment mechanism of a fully automatic demoulding mechanism of a counter-position bridge-building machine;

[0030] Figure 8 It is a three-dimensional diagram of the inclined slider structure of a fully automatic demoulding mechanism of a positioning bridge-building machine;

[0031] Fig. 9 A three-dimensional diagram of a vibration demoulding mechanism of a fully automatic demoulding mechanism of a positioning bridge-building machine;

[0032] Fig.10 A fully automatic demoulding mechanism for a bridge-building machine Figure 5 A magnified view of the structure in the middle.

[0033] In the figure: 1. pier; 2. bridge body; 3. bridge-building machine; 4. side formwork; 5. supporting formwork; 6. limit formwork; 7. hollow formwork frame; 8. pouring slope adjustment mechanism; 81. hinged seat; 82. fixed shaft; 83. U-shaped seat; 84. slide rail; 85. inclined slider; 86. driving connecting rod; 87. telescopic cylinder; 9. vibration demoulding mechanism; 91. bearing seat; 92. power shaft; 93. cam; 94. sleeve; 95. knocking rod; 96. spring; 10. linkage driving mechanism; 101. driving motor; 102. pulley; 103. double-sided belt; 11. demoulding and lifting mechanism; 111. inclined lifting plate; 112. sliding inclined groove; 113. L-shaped connecting seat; 114. connecting shaft; 115. adapter seat; 116. hydraulic cylinder. DETAILED DESCRIPTION

[0034] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0035] Reference Figure 1-Figure 10 A fully automatic demoulding mechanism for a positioning bridge-building machine includes a pier 1, a bridge body 2 is cast on the top of the pier 1, and bridge-building machines 3 are installed on the surfaces of both ends of the bridge body 2. The bridge-building machine 3 walks horizontally on the surface of the bridge body 2 to perform bridge-building operations. The bridge-building machine 3 includes side templates 4 on both sides, a supporting template 5 at the bottom, a limiting template 6 on the end face, and an internal hollow mold frame 7. The surface of the limiting template 6 is fixedly installed with the end face of the hollow mold frame 7, and the two side templates 4 are distributed on both sides of the limiting template 6, and the supporting template 5 is located at the bottom of the hollow mold frame 7.

[0036] A pouring slope adjustment mechanism 8 is provided at the bottom of the supporting formwork 5 .

[0037] In order to realize the action of automatic adjustment according to the inclination design of pouring during pouring; a pouring slope adjustment mechanism 8 is set, including an articulated seat 81 installed at the rear end of the bottom of the supporting template 5, and the two articulated seats 81 are symmetrically arranged on the surface of the supporting template 5. A fixed shaft 82 is also fixedly installed on the surface of the articulated seat 81, and both ends of the fixed shaft 82 are rotatably connected to a U-shaped seat 83 through bearings. The bottom mounting surfaces of the two U-shaped seats 83 are respectively fixedly installed on the top of the connecting cross bar of the bridge-building machine 3.

[0038] Specifically implemented in this way, the design of the articulated seat 81 and the U-shaped seat 83 allows the supporting formwork 5 to be flexibly adjusted according to different inclination angles to adapt to different construction requirements; the symmetrically arranged articulated seat 81 and fixed axis 82 design increases the stability of the mechanism and ensures the stability of the formwork during the pouring process; the automatic adjustment mechanism can quickly respond to changes in the pouring inclination and improve construction efficiency.

[0039] A slide rail 84 is fixedly installed on the top of the front end of the connecting cross bar of the bridge-building machine 3, and an inclined slider 85 is slidably inserted into the inner wall of the slide groove of the slide rail 84. Driving connecting rods 86 are fixedly installed on the surfaces of the three inclined sliders 85. A telescopic cylinder 87 is also hingedly installed on the top of the rear end of the connecting cross bar of the bridge-building machine 3, and the telescopic top end of the telescopic cylinder 87 is fixedly installed on the opposite surface of the middle inclined slider 85.

[0040] Specifically implemented in this way, the tilting slider 85 can be automatically moved by the drive of the telescopic cylinder 87, reducing manual operation; the three tilting sliders 85 can ensure uniform distribution of force during the adjustment process to avoid local stress concentration; the slide rail 84 provides a smooth path, and the tilting slider 85 can slide on its inner wall to achieve precise tilt adjustment; the tilting slider 85 and the telescopic cylinder 87 are connected to transmit power and realize automatic adjustment.

[0041] Vibration demoulding mechanisms 9 are provided on both sides of the two side mold plates 4 and inside the hollow mold frame 7 .

[0042] In order to realize the vibration demoulding action from front to back during demoulding; a vibration demoulding mechanism 9 is set up, including bearing seats 91, each two bearing seats 91 form a group, and the mounting surfaces of multiple groups of bearing seats 91 are all installed on the frame surface of the bridge-building machine 3, and the surfaces of each group of two bearing seats 91 are rotatably connected to a power shaft 92 through a bearing, and one end of the four power shafts 92 located inside the hollow mold frame 7 passes through and extends to the outside of the limiting template 6, and a cam 93 is fixedly installed on the surface of the power shaft 92, and multiple cams 93 are linearly arranged on the surface of the power shaft 92, and the convex points of the multiple cams 93 are distributed in a circular array with the axis center of the power shaft 92 as the center.

[0043] Specifically implemented in this way, vibration can help reduce the adhesion between concrete and the formwork, making demolding easier and faster; through the linear arrangement and circular array distribution of multiple cams 93, it can be ensured that the vibration is evenly transmitted to the entire formwork surface, avoiding local excessive or weak vibration; vibration demolding can reduce damage to the concrete surface and the formwork, maintain the integrity of the structure and the reusability of the formwork; the setting of the vibration demolding mechanism 9 makes the demolding process more automated, reduces manual operation, and reduces labor intensity.

[0044] A sleeve 94 is also fixedly installed on the frame surface of the bridge-building machine 3. The multiple sleeves 94 are grouped into five, and each group of five sleeves 94 are linearly arranged. A knocking rod 95 is slidably inserted into the inner wall of each sleeve 94, and a spring 96 is movably sleeved on the arc surface of one end of the knocking rod 95. The spring 96 is located inside the sleeve 94, and one end of the spring 96 is fixedly installed on the inner bottom wall of the sleeve 94, and the other end of the knocking rod 95 is slidably inserted into the surface of the cam 93. The knocking rod 95 is rotated by the cam 93 to control the knocking rod 95 to achieve the action of knocking vibration under the elastic force of the spring 96.

[0045] Specifically, the knocking rod 95 knocks on the formwork under the elastic force of the spring 96, which helps to break the bond between the concrete and the formwork and achieve efficient demoulding; multiple sleeves 94 are linearly arranged in groups of five to ensure the uniform distribution of vibration on the surface of the formwork and avoid local excessive or weak vibration; compared with other demoulding methods, the knocking vibration is gentler and helps to protect the formwork and concrete surface from damage; the knocking vibration can effectively reduce the demoulding time and improve construction efficiency; the rotation of the cam 93 controls the up and down movement of the knocking rod 95 through the contact between the convex points on its surface and the knocking rod 95 to achieve knocking vibration.

[0046] A linkage driving mechanism 10 is disposed at the front end of each of the plurality of vibration demoulding mechanisms 9 .

[0047] In order to realize the operation of synchronously driving multiple vibration demoulding mechanisms 9 by one power, a linkage driving mechanism 10 is set up, including a driving motor 101, which is installed on one side of a bearing seat 91, and the output end of the driving motor 101 is fixedly installed on the surface of the relative power shaft 92 through a coupling.

[0048] Specifically, it is implemented as follows: multiple vibration demoulding mechanisms 9 can be operated synchronously by one drive motor 101, thereby ensuring the consistency of the vibration action; using one drive motor 101 instead of multiple independent motors simplifies the entire drive system and reduces the complexity and cost of the equipment; reducing the number of motors, reducing the size and occupied space of the equipment, and facilitating installation and operation in a limited space; synchronous operation ensures that each demoulding mechanism can work at the same frequency and force, thereby ensuring the uniformity and quality of the concrete structure.

[0049] The front ends of the multiple power shafts 92 are fixedly installed with pulleys 102, and the inner walls of the grooves of the multiple pulleys 102 are transmission-connected with double-sided belts 103. The rotation of the power shafts 92 is controlled by driving the motor 101. When the double-sided belt 103 is synchronously engaged with the multiple pulleys 102, the synchronous rotation operation of the multiple pulleys 102 is realized.

[0050] Specifically implemented in this way, the engagement of the double-sided belt 103 with multiple pulleys 102 ensures that all power shafts 92 can rotate synchronously, thereby realizing the synchronous operation of multiple vibration demoulding mechanisms 9; the synchronously rotating power shafts 92 can perform vibration demoulding at the same time, greatly improving the demoulding efficiency; the synchronous operation ensures that the frequency and amplitude of vibration are consistent during the demoulding process, thereby ensuring the uniformity and quality of the concrete structure.

[0051] The top end and the inner side surface of the side template 4 are both provided with a demoulding and lifting mechanism 11 .

[0052] In order to realize the demoulding operation of lifting the side template 4 from front to back during demoulding, a demoulding lifting mechanism 11 is provided, including an inclined lifting plate 111, and a sliding inclined groove 112 is provided on the top and inner wall of the side template 4, and the surface of the inclined lifting plate 111 is slidably plugged into the inner wall of the sliding inclined groove 112.

[0053] Specifically implemented in this way, the lifting action of the side formwork 4 helps to break the bond between the concrete and the formwork, making the demoulding process smoother; by lifting the demoulding, the direct impact and damage to the concrete surface can be reduced, and the integrity of the concrete structure can be maintained; the cooperation between the inclined lifting plate 111 and the sliding inclined groove 112 realizes the automation of the demoulding process and reduces manual operation.

[0054] An L-shaped connecting seat 113 is also fixedly installed on the back side of the side formwork 4, a connecting shaft 114 is fixedly installed on the top of one end of the L-shaped connecting seat 113, an adapter seat 115 is rotatably connected to the arc surface of the connecting shaft 114 through a bearing, a hydraulic cylinder 116 is fixedly installed on one end of the adapter seat 115, and the telescopic end of the hydraulic cylinder 116 is fixedly installed on the opposite surface of the inclined tilting plate 111.

[0055] Specifically implemented in this way, using the hydraulic cylinder 116 as a power source can provide a strong force to drive the movement of the tilting and lifting plate 111, which is suitable for the demoulding of large or heavy-loaded formwork; the hydraulic system usually works smoothly, which helps to reduce the impact and vibration during the demoulding process and protect the concrete structure; the demoulding process is not only more efficient and automated, but also improves the safety of operation and the demoulding quality of concrete components.

[0056] Through the precise control of the linkage drive mechanism 10 and the power shaft 92, the sequential knocking vibration of the template is realized, the bonding between the side template 4 and the hollow form frame 7 and the concrete is effectively released, the smooth progress of the demoulding process is ensured, and at the same time, the damage to the concrete surface is avoided, and the surface quality of the component is improved. Secondly, the demoulding lifting mechanism 11 driven by the hydraulic cylinder 116 ensures the smooth lifting of the side template 4, further promotes the smooth completion of the demoulding operation, and improves the demoulding efficiency. Furthermore, through the forward movement of the side template 4 and the hollow form frame 7 and the adjustment of the pouring slope adjustment mechanism 8, conditions are created for the layout of the steel bars and the pouring of the concrete, ensuring the accuracy of the pouring process. Finally, the automation of the entire demoulding and pouring process significantly improves the construction efficiency of the bridge-building machine 3, reduces the difficulty and labor intensity of manual operation, and improves the construction safety, thereby realizing efficient, accurate and safe bridge construction.

[0057] Embodiment 2

[0058] Reference Figure 1-Figure 3 , a method for a fully automatic demoulding mechanism of a positioning bridge-building machine, step 1, when the bridge-building machine 3 is formed after pouring and its template needs to be removed for the next step of pouring, the linkage drive mechanism 10 is first controlled to work, and the power shaft 92 is driven to rotate by the rotation of the driving motor 101, and the multiple pulleys 102 are controlled to rotate under the transmission of the double-sided belt 103, so as to realize the synchronous rotation of multiple power shafts 92, and the power shaft 92 controls the rotation of multiple cams 93 linearly arranged on the surface under the rotational motion, so that the convex points of the multiple cams 93 linearly arranged on the surface of the power shaft 92 contact with the knocking rod 95 in turn, and the knocking rod 95 is controlled to squeeze the spring 96 while contacting and knocking with the surface of the template mounting frame of the bridge-building machine 3, so as to realize the knocking vibration from front to back in turn, and control the side template 4 and the hollow mold frame 7 to release the bonding with the concrete contact surface.

[0059] Step 2: While demoulding by vibration, the demoulding lifting mechanism 11 is also controlled to work, driving the hydraulic cylinder 116 to extend and move, controlling the inclined lifting plate 111 to move forward and slide on the inner wall of the sliding inclined groove 112. Through the inclined setting of the inclined lifting plate 111, the contact surface between the side formwork 4 and the concrete is pushed off to realize the demoulding operation.

[0060] Step three, after the demoulding operation of the measuring template and the hollow form frame 7, the side template 4 and the hollow form frame 7 are controlled by the bridge-building machine 3 to move forward a distance, and then the steel bars are laid out and cast in the casting space formed by the side template 4 and the hollow form frame 7. By starting the casting slope adjustment mechanism 8, according to the bottom casting design size, the telescopic cylinder 87 is driven to move and drive the inclined slider 85 to slide inside the slide rail 84, thereby pushing the front end of the supporting template 5 to tilt upward, changing the inclined casting surface to cause the casting operation.

[0061] Step 4: After the pouring is completed, the vibration demoulding mechanism 9 and the demoulding lifting mechanism 11 are started to realize the demoulding operation and cooperate with the bridge-building machine 3 to cast the bridge into shape.

[0062] The above are only preferred specific implementation modes of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical solutions and inventive concepts of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A fully automatic demoulding mechanism for a bridge-building machine, comprising a pier (1), a bridge body (2) being cast on the top of the pier (1), characterized in that: A bridge-building machine (3) is installed on both end surfaces of the bridge body (2). The bridge-building machine (3) walks horizontally on the surface of the bridge body (2) to perform bridge-building operations. The bridge-building machine (3) comprises side templates (4) on both sides, a supporting template (5) at the bottom, a limiting template (6) at the end surface, and an internal hollow mold frame (7). The surface of the limiting template (6) is fixedly installed with the end surface of the hollow mold frame (7). The two side templates (4) are distributed on both sides of the limiting template (6), and the supporting template (5) is located at the bottom of the hollow mold frame (7). The bottom of the supporting formwork (5) is provided with a pouring slope adjustment mechanism (8), and the pouring slope adjustment mechanism (8) realizes the action of automatic adjustment according to the pouring inclination design during pouring; Both sides of the two side mold plates (4) and the interior of the hollow mold frame (7) are provided with a vibration demoulding mechanism (9), and the vibration demoulding mechanism (9) realizes the vibration demoulding action in the demoulding process from front to back; A linkage drive mechanism (10) is disposed at the front end of each of the plurality of vibration demoulding mechanisms (9), and the linkage drive mechanism (10) realizes the operation of synchronously driving the plurality of vibration demoulding mechanisms (9) by one power; The top end and the inner side surface of the side template (4) are both provided with a demoulding lifting mechanism (11), and the demoulding lifting mechanism (11) enables the side template (4) to perform a demoulding lifting operation from front to back during demoulding.

2. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 1 is characterized in that: The pouring slope adjustment mechanism (8) comprises an articulated seat (81) mounted at the rear end of the bottom of the supporting template (5), the two articulated seats (81) are symmetrically arranged on the surface of the supporting template (5), a fixed shaft (82) is also fixedly mounted on the surface of the articulated seat (81), both ends of the fixed shaft (82) are rotatably connected to U-shaped seats (83) through bearings, and the bottom mounting surfaces of the two U-shaped seats (83) are respectively fixedly mounted on the top of the connecting cross bar of the bridge-building machine (3).

3. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 2 is characterized in that: A slide rail (84) is fixedly installed on the top of the front end of the connecting cross bar of the bridge-building machine (3); an inclined slider (85) is slidably inserted into the inner wall of the slide groove of the slide rail (84); driving connecting rods (86) are fixedly installed on the surfaces of the three inclined sliders (85); a telescopic cylinder (87) is also hingedly installed on the top of the rear end of the connecting cross bar of the bridge-building machine (3); the telescopic top end of the telescopic cylinder (87) is fixedly installed on the opposite surface of the middle inclined slider (85).

4. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 1 is characterized in that: The vibration demoulding mechanism (9) comprises a bearing seat (91), wherein every two bearing seats (91) form a group, and the mounting surfaces of the plurality of bearing seats (91) are all mounted on the frame surface of the bridge-building machine (3), and the surfaces of the two bearing seats (91) in each group are rotatably connected to a power shaft (92) via a bearing, and one end of the four power shafts (92) located inside the hollow mold frame (7) passes through and extends to the outside of the limiting template (6), and a cam (93) is fixedly mounted on the surface of the power shaft (92), and the plurality of cams (93) are linearly arranged and distributed on the surface of the power shaft (92), and the convex points of the plurality of cams (93) are distributed in a circular array with the axis of the power shaft (92) as the center.

5. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 4 is characterized in that: A sleeve (94) is also fixedly installed on the frame surface of the bridge-building machine (3). The plurality of sleeves (94) are grouped into five, and each group of five sleeves (94) are linearly arranged. A knocking rod (95) is slidably inserted into the inner wall of each sleeve (94). A spring (96) is movably sleeved on the arc surface of one end of the knocking rod (95). The spring (96) is located inside the sleeve (94), and one end of the spring (96) is fixedly installed on the inner bottom wall of the sleeve (94). The other end of the knocking rod (95) is slidably inserted into the surface of the cam (93). The knocking rod (95) is rotated by the cam (93) to control the knocking rod (95) to achieve a knocking vibration action under the elastic force of the spring (96).

6. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 4 is characterized in that: The linkage drive mechanism (10) comprises a drive motor (101), the drive motor (101) being mounted on one side of a bearing seat (91), and the output end of the drive motor (101) being fixedly mounted on a surface relative to the power shaft (92) via a coupling.

7. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 6 is characterized in that: The front ends of the plurality of power shafts (92) are fixedly mounted with pulleys (102), and the inner walls of the grooves of the plurality of pulleys (102) are transmission-connected with double-sided belts (103). The rotation of the power shafts (92) is controlled by the rotation of the driving motor (101), and the operation of synchronously rotating the plurality of pulleys (102) is realized when the double-sided belt (103) is synchronously meshed with the plurality of pulleys (102).

8. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 1 is characterized in that: The demoulding and tilting mechanism (11) comprises an inclined tilting plate (111), the top and inner side wall of the side mold plate (4) are both provided with a sliding inclined groove (112), and the surface of the inclined tilting plate (111) is slidably plugged into the inner wall of the sliding inclined groove (112).

9. The fully automatic demoulding mechanism of the alignment bridge-building machine according to claim 8 is characterized in that: An L-shaped connection seat (113) is also fixedly mounted on the back of the side formwork (4); a connection shaft (114) is fixedly mounted on the top of one end of the L-shaped connection seat (113); an adapter seat (115) is rotatably connected to the circular arc surface of the connection shaft (114) via a bearing; a hydraulic cylinder (116) is fixedly mounted on one end of the adapter seat (115); and a telescopic end of the hydraulic cylinder (116) is fixedly mounted on the opposite surface of the inclined tilting plate (111).

10. A method for fully automatic demoulding mechanism of a bridge-building machine according to any one of claims 1 to 9, characterized in that: Step 1: When the bridge-building machine (3) is poured and the concrete is formed, and its template needs to be removed for the next step of pouring, the linkage drive mechanism (10) is first controlled to work, and the power shaft (92) is driven to rotate by the driving motor (101), and the multiple pulleys (102) are controlled to rotate under the transmission of the double-sided belt (103), thereby realizing the synchronous rotation of the multiple power shafts (92). Under the rotational motion, the power shaft (92) controls the rotation of the multiple cams (93) linearly arranged on the surface, so that the convex points of the multiple cams (93) linearly arranged on the surface of the power shaft (92) contact with the knocking rod (95) in sequence, and the knocking rod (95) is controlled to squeeze the spring (96) and contact and knock with the surface of the template mounting frame of the bridge-building machine (3) at the same time, so as to realize the knocking vibration from front to back in sequence, and control the side template (4) and the hollow mold frame (7) to release the bonding with the concrete contact surface; Step 2: while vibrating and demoulding, the demoulding and lifting mechanism (11) is controlled to work, driving the hydraulic cylinder (116) to extend and move, controlling the inclined lifting plate (111) to move forward and slide on the inner wall of the sliding inclined groove (112), and through the inclined setting of the inclined lifting plate (111), the contact surface between the side formwork (4) and the concrete is pushed off, thereby realizing the demoulding operation; Step 3: After the demoulding operation of the measuring template and the hollow mold frame (7), the side template (4) and the hollow mold frame (7) are moved forward by a certain distance through the operation of the bridge-building machine (3), and the steel bars are laid out and poured in the pouring space formed by the side template (4) and the hollow mold frame (7). By starting the pouring slope adjustment mechanism (8), according to the bottom pouring design size, the telescopic cylinder (87) is driven to move and drive the inclined slider (85) to slide inside the slide rail (84), thereby pushing the front end of the supporting template (5) to tilt upward, changing the inclined pouring surface to cause the pouring operation; Step 4: After the pouring is completed, the vibration demoulding mechanism (9) and the demoulding lifting mechanism (11) are started to realize the demoulding operation and cooperate with the bridge building machine (3) to cast the bridge into shape.

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