Paving formwork reinforcing structure
By designing a fixing plate and a reinforcement mechanism, the problems of bulging and displacement of the formwork at the joints were solved, achieving stable connection of the formwork and efficient concrete pouring, thus improving construction quality and efficiency.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2026-03-16
- Publication Date
- 2026-04-21
AI Technical Summary
The existing formwork connection method makes it easy for bulging and displacement of the formwork to occur at the joints of adjacent formwork, which affects the quality of concrete pouring.
The system employs a fixed plate and reinforcement mechanism, connecting the template with bolts and using reinforcement blocks that move within the reinforcement groove to apply pressure to resist the lateral pressure of the concrete. This, combined with the external fixed plate, forms a double reinforcement system, ensuring the stability of the template position.
It effectively reduced bulging and slippage at formwork joints, improved the quality of concrete pouring, reduced labor intensity, and increased construction efficiency.
Smart Images

Figure CN121896882A_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of template reinforcement structure technology, and in particular to a paving template reinforcement structure. Background Technology
[0002] When laying roads in municipal engineering projects, it is necessary to first erect formwork on both sides of the road, then place steel pipes or steel bars at an angle between the outer side of each formwork and the ground to support the formwork and keep it upright, and finally pour concrete or asphalt concrete between the oppositely set formwork to pave the road surface.
[0003] Existing formwork connection methods often employ simple splicing or temporary fixing (such as wire binding or simple clips), which can easily lead to bulging and displacement of adjacent formwork during concrete pouring. This can cause deviations in key dimensions such as road width and thickness, affecting the quality of concrete pouring. Summary of the Invention
[0004] The main objective of this invention is to provide a paving formwork reinforcement structure, which aims to reduce the occurrence of bulging and slippage at the connection between adjacent formwork sections, thereby improving the quality of concrete pouring.
[0005] To achieve the above objectives, the present invention proposes a paving template reinforcement structure, including two adjacent templates and fixing plates disposed on the upper and lower sides of the templates, wherein the two sides of the fixing plates respectively abut against the sides of the two templates and are fixedly connected to the two templates respectively by bolts; Both templates are provided with reinforcing grooves on the upper and lower sides, and each reinforcing groove is slidably connected with a reinforcing block. The fixed plate is fixedly connected to a receiving block on the side near the connection of the two templates. The receiving block is provided with a reinforcing mechanism that moves the two reinforcing blocks in opposite directions.
[0006] In one possible implementation, the reinforcement mechanism includes several connecting rods, one end of each connecting rod being rotatably connected to the reinforcement block, several push plates connecting the other ends of each connecting rod, several push rods, and several first elastic members. The receiving block has a receiving groove on the side near the template. The push plate is disposed inside the receiving groove and is slidably connected to the inner wall of the receiving groove. One side of the first elastic member abuts against the push plate, and the other end of the first elastic member abuts against the side of the receiving groove. The push rod is disposed on the side of the push plate away from the first elastic member, and one side of the push rod abuts against the connection between the two templates.
[0007] In one possible implementation, a limiting component is also provided on one side of the reinforcing block. Each of the reinforcing grooves has a limiting groove on both the upper and lower sides. The limiting component includes two limiting blocks that are slidably connected to the reinforcing block and an adjusting screw. A support block is provided on the side of the reinforcing block away from the push rod. The adjusting screw is rotatably connected to the support block. The adjusting screw has two threaded sections with opposite directions of rotation. The two limiting blocks are threadedly connected to the two threaded sections respectively. The limiting blocks are slidably connected to the inner wall of the limiting groove.
[0008] In one possible implementation, the reinforcing block has a guide groove on the side away from the push rod, and a guide rod is fixedly connected inside the guide groove. Each of the limiting blocks has a guide block on one side, and the guide block is slidably connected to the guide rod, and the cross-section of the guide rod is square.
[0009] In one possible implementation, a first screw is fixedly connected to the side of the push plate away from the first elastic element, the push rod is threadedly connected to the first screw, and an enlarged block is fixedly connected to the side of the push rod away from the first screw.
[0010] In one possible implementation, a reinforcing component is also included, comprising a second screw, an adjusting cylinder fixedly connected to the second screw, a third screw with one end threadedly connected to the inside of the adjusting cylinder, a reinforcing rod with one end rotatably connected to the side of the adjusting cylinder, and a fixing post rotatably connected to the other end of the reinforcing rod. One side of the second screw is threadedly connected to the bottom of the receiving block at the top of the template, and the other end of the third screw is threadedly connected to the receiving block at the bottom of the template. The bottom of the fixing post has a triangular shape.
[0011] In one possible implementation, each template has a reinforcing groove inside, and a reinforcing plate is provided inside the reinforcing groove. The strength of the reinforcing plate is greater than the strength of the template, and a fixing component for fixing the reinforcing plate is provided on one side of each template.
[0012] In one possible implementation, the reinforcing plate has a slot on one side, and the fixing component includes an extension block, a second elastic member, a locking block that engages with the slot, and a pull rod. The extension block is disposed on the side of the template near the slot, and an accommodating space is provided inside the extension block. The locking block is slidably connected to the accommodating space. One end of the second elastic member abuts against the side of the locking block, and the second elastic member abuts against the side of the accommodating space away from the locking block. One side of the pull rod is fixedly connected to the locking block, and the other side of the pull rod extends to the outside of the extension block.
[0013] In one possible implementation, the reinforcing plate has extrusion ramps on both sides, and the block has a first ramp that is slidably connected to the extrusion ramps on the side away from the second elastic member.
[0014] This invention's technical solution, through the setting of a fixing plate and a reinforcement mechanism, allows workers to secure two templates together using the fixing plate and bolts. Then, the reinforcement mechanism brings the reinforcement blocks closer together within the reinforcement groove, applying pressure to the connection point inside the template. Combined with the external fixing plate, this forms double reinforcement from both inside and outside. This better resists the lateral pressure of the concrete, ensures the stability of the template position, reduces bulging and displacement at the connection point of adjacent templates, and thus improves the quality of concrete pouring. Attached Figure Description
[0015] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on the structures shown in these drawings without creative effort.
[0016] Figure 1 This is a schematic diagram of the structure of the present invention; Figure 2 This is a partial structural cross-sectional view of the present invention; Figure 3 for Figure 2 A magnified view of a section at point A in the middle; Figure 4 This is a schematic diagram of the fixing plate, accommodating block, and reinforcing mechanism in this embodiment; Figure 5 for Figure 4 A magnified view of a section at point B in the middle; Figure 6 This is a partial structural cross-sectional view of Embodiment 3; Figure 7 for Figure 6 A magnified view of a section at point C; Figure 8 This is a cross-sectional view of the reinforcing groove in Embodiment 3; Figure 9 for Figure 8 A magnified view of a section at point D.
[0017] Reference numerals: 1. Template; 101. Reinforcing groove; 102. Reinforcing block; 2. Fixing plate; 201. Receiving block; 202. Connecting rod; 203. Push plate; 204. Push rod; 2041. First screw; 205. First elastic element; 206. Receiving groove; 3. Limiting groove; 301. Limiting block; 302. Adjusting screw; 303. Support block; 304. Guide groove; 305. Guide 306. Rod; 307. Guide block; 4. Expanding block; 5. Second screw; 401. Adjusting cylinder; 402. Third screw; 403. Reinforcing rod; 404. Fixing post; 5. Reinforcing groove; 501. Reinforcing plate; 502. Slot; 5021. Slot; 503. Extension block; 504. Second elastic element; 505. Pull rod; 506. Accommodating space; 507. Extrusion slope; 508. First slope.
[0018] The realization of the objective, functional features and advantages of the present invention will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation
[0019] To make the objectives, technical solutions, and advantages of this application clearer, the following detailed description is provided in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative and not intended to limit the scope of this application. Example 1:
[0020] refer to Figure 1-5 This embodiment proposes a paving template reinforcement structure, including two adjacent templates 1 and fixing plates 2 on the upper and lower sides of the templates 1. The fixing plates 2 abut against the sides of the two templates 1 and are fixedly connected to the two templates 1 by bolts. The fixing plates 2 fix the upper and lower ends of the adjacent templates 1 into a whole by bolt connection, forming a rigid frame. When the lateral pressure of concrete is applied to the middle of the template 1, the upper and lower fixing plates 2 can restrict the template 1 from bulging outward (i.e., bulging), so that the template 1 is subjected to more uniform force and avoids deformation at the joint due to insufficient strength of a single point fixation.
[0021] Furthermore, both upper and lower sides of the two templates 1 are provided with reinforcing grooves 101, and each reinforcing groove 101 is slidably connected with a reinforcing block 102. The fixed plate 2 is fixedly connected with a receiving block 201 on the side near the connection of the two templates 1. The receiving block 201 is provided with a reinforcing mechanism that moves the two reinforcing blocks 102 in opposite directions.
[0022] By setting up a reinforcement mechanism, workers can simultaneously move two reinforcement blocks 102 in the same direction, thereby applying force to the side of the reinforcement block 102 against the reinforcement groove 101, and then applying pressure to the connection of adjacent formwork 1 to ensure a tight connection. At the same time, in conjunction with the external fixing plate 2, a double reinforcement is formed, effectively resisting the lateral pressure of concrete, ensuring the stability of the formwork 1, and avoiding road surface dimensional deviations caused by the displacement of the formwork 1.
[0023] Specifically, the reinforcement mechanism includes several connecting rods 202, one end of which is rotatably connected to the reinforcement block 102, a push plate 203 connecting the other end of each connecting rod 202, a push rod 204, and a first elastic element 205. The receiving block 201 is provided with a receiving groove 206 on the side near the template 1. The push plate 203 is disposed inside the receiving groove 206 and is slidably connected to the inner wall of the receiving groove 206. One side of the first elastic element 205 abuts against the push plate 203, and the other end of the first elastic element 205 abuts against the side of the receiving groove 206. The push rod 204 is disposed on the side of the push plate 203 away from the first elastic element 205, and one side of the push rod 204 abuts against the connection between the two templates 1.
[0024] When the concrete pouring generates lateral pressure, the formwork 1 expands outward, compressing the push rod 204 and causing the push plate 203 to compress the first elastic element 205. Simultaneously, the connecting rods 202 on both sides push the two reinforcing blocks 102 to move in opposite directions. The reinforcing blocks 102 then apply pressure to the sides of the reinforcing groove 101, clamping the two formwork 1s together, thus making the connection between adjacent formwork 1s tighter.
[0025] Secondly, this structural design allows the clamping force applied by the reinforcing block 102 to be automatically adjusted according to the lateral pressure exerted by the concrete on the formwork 1. When the lateral pressure of the concrete increases, the clamping force applied by the reinforcing block 102 on the formwork 1 also increases, which can balance the lateral pressure in real time, ensuring that the formwork 1 always remains stable, and further reducing the bulging and slippage phenomena at the connection between adjacent formwork 1.
[0026] Furthermore, the reinforcement mechanism in this solution is small in size and lightweight, allowing construction workers to easily transport and install it without the need for large lifting equipment, thus reducing labor intensity and safety risks. At the same time, the small reinforcement mechanism can adapt to confined construction spaces, and compared to large reinforcement mechanisms, it eliminates the need for additional obstacle removal or site modifications, significantly improving construction efficiency and flexibility.
[0027] Furthermore, a first screw 2041 is fixedly connected to the side of the push plate 203 away from the first elastic element 205. The push rod 204 is threadedly connected to the first screw 2041, and an enlarged surface block 307 is fixedly connected to the side of the push rod 204 away from the first screw 2041. By threading the push rod 204 to the first screw 2041, construction personnel can adjust the position of the push rod 204 according to the actual situation. At the same time, before pouring concrete, the pressure applied by the reinforcing block 102 to the side of the reinforcing groove 101 can be manually controlled, thereby making the connection between adjacent templates 1 tighter. The design of the enlarged surface block 307 increases the contact area between the push rod 204 and the template 1, so that the lateral pressure of the concrete can be evenly transmitted to the push rod 204. At the same time, the larger contact area allows for a certain positional deviation between the push rod 204 and the template 1, reducing the requirement for precise alignment during installation. Construction personnel do not need to spend too much time and effort adjusting the position of the push rod 204, thus improving construction efficiency.
[0028] Furthermore, it also includes a limiting component set on one side of the reinforcing block 102. Each reinforcing groove 101 has a limiting groove 3 on both the upper and lower sides. The limiting component includes two limiting blocks 301 that are slidably connected to the reinforcing block 102 and an adjusting screw 302. A support block 303 is provided on the side of the reinforcing block 102 away from the push rod 204. The adjusting screw 302 is rotatably connected to the support block 303. The adjusting screw 302 has two threaded sections with opposite directions of rotation. The two limiting blocks 301 are threadedly connected to the two threaded sections respectively. The limiting blocks 301 are slidably connected to the inner wall of the limiting groove 3.
[0029] By setting the limiting block 301 and the limiting groove 3, the reinforcing block 102 can be prevented from deviating from the reinforcing groove 101 when it is subjected to the tension of the connecting rod 202, ensuring that the reinforcing block 102 moves stably within the reinforcing groove 101, thereby improving the stability and reliability of the reinforcing mechanism.
[0030] Furthermore, by rotating the adjusting screw 302, the limiting block 301 can be disengaged from the limiting groove 3. This design allows workers to easily disassemble the formwork 1 after concrete pouring. The specific disassembly process is as follows: After pouring, the worker uses tools to unscrew the bolts on the fixing plate 2, and then rotates the adjusting screw 302. The adjusting screw 302 drives the two limiting blocks 301 to move in opposite directions until they disengage from the limiting groove 3. Finally, the worker removes the fixing plate 2 and its reinforcing mechanism from the connection between the two formworks 1, completing the disassembly. This design allows the reinforcing mechanism to be used multiple times, improving the utilization rate and practicality of the formwork 1.
[0031] During installation, first place the reinforcing blocks 102 on both sides into the corresponding reinforcing grooves 101, ensuring that the limiting blocks 301 are aligned with the limiting grooves 3. Next, rotate the adjusting screw 302, which moves the two limiting blocks 301 in opposite directions until they engage with the limiting grooves 3, thus restricting the forward and backward movement of the reinforcing blocks 102 and allowing them to move only along the length of the limiting grooves 3. This ensures the reliability and stability of the reinforcement mechanism during long-term use.
[0032] Furthermore, the reinforcing block 102 has a guide groove 304 on the side away from the push rod 204, and a guide rod 305 is fixedly connected inside the guide groove 304. Each limiting block 301 has a guide block 306 on one side, and the guide block 306 is slidably connected to the guide rod 305. The cross-section of the guide rod 305 is square.
[0033] The guide groove 304 and guide rod 305 cooperate with the guide block 306 on the limiting block 301, restricting the rotation of the limiting block 301 and ensuring that it can only move linearly along the direction of the guide rod 305. This allows for a more precise fit between the limiting block 301 and the limiting groove 306, facilitating operation by construction personnel. Simultaneously, the square cross-section of the guide rod 305 ensures that the limiting block 301 can only move in a straight line, avoiding deviations caused by rotation and further improving the accuracy of the limiting block 301's movement.
[0034] Working principle: In use, construction workers erect templates 1 on both sides of the construction road. Then, they place the reinforcing blocks 102 on the fixing plate 2 into the corresponding reinforcing grooves 101, ensuring that the limiting blocks 301 are aligned with the limiting grooves 3. Next, they rotate the adjusting screw 302, which moves the two limiting blocks 301 in opposite directions until they are engaged in the limiting grooves 3. Then, they use bolts to fix the fixing plate 2 to the two templates 1. Finally, they rotate the push rod 204, causing the side of the expanding block 307 to abut against the connection point of the adjacent template 1.
[0035] When the concrete pouring generates lateral pressure, the formwork 1 expands outward, compressing the push rod 204 and causing the push plate 203 to compress the first elastic element 205. Simultaneously, the connecting rods 202 on both sides push the two reinforcing blocks 102 to move in opposite directions. The reinforcing blocks 102 then apply pressure to the sides of the reinforcing groove 101, clamping the two formwork 1s together, thus making the connection between adjacent formwork 1s tighter. Example 2:
[0036] Based on Example 1, and referring to Figure 1-2This embodiment also includes a reinforcing component, which includes a second screw 4, an adjusting cylinder 401 fixedly connected to the second screw 4, a third screw 402 with one end threaded to the inside of the adjusting cylinder 401, a reinforcing rod 403 with one end rotatably connected to the side of the adjusting cylinder 401, and a fixing post 404 rotatably connected to the other end of the reinforcing rod 403. One side of the second screw 4 is threaded to the bottom of the receiving block 201 at the top of the template 1, and the other end of the third screw 402 is threaded to the receiving block 201 at the bottom of the template 1. The bottom of the fixing post 404 has a triangular shape.
[0037] In use, construction workers first screw one side of the third screw 402 into the adjusting cylinder 401, ensuring that the furthest distance between the third screw 402 and the second screw 4 is less than the distance between the upper and lower receiving blocks 201 of the template 1. Then, the second screw 4 is screwed into the receiving block 201, and the third screw 402 is rotated to extend and connect with the receiving block 201 at the bottom of the template 1. Finally, the fixing post 404 is driven into the ground. Through this operation, the reinforcing rod 403, the second screw 4, and the third screw 402 form a triangular structure, effectively resisting the horizontal and vertical forces exerted on the template 1 during concrete pouring, preventing the template 1 from tilting and collapsing, providing more reliable support for the template 1, and ensuring construction safety and road surface quality.
[0038] It should be noted that the reinforcing rod 403 and the adjusting cylinder 401 are connected by a detachable rotating shaft. This means that when installing the second screw 4 and the third screw 402, the construction personnel do not need to rotate the reinforcing rod 403 and the adjusting cylinder 401. They only need to connect them to the adjusting cylinder 401 after the second screw 4 and the third screw 402 are installed. Example 3:
[0039] Based on Example 1, and referring to Figure 6-9 In this embodiment, each template 1 is provided with a reinforcing groove 5, and a reinforcing plate 501 is provided inside the reinforcing groove 5. The strength of the reinforcing plate 501 is greater than the strength of the template 1. Each template 1 is provided with a fixing component for fixing the reinforcing plate 501 on one side.
[0040] The installation of a reinforcing plate 501 inside template 1 significantly improves its load-bearing capacity, better withstands lateral concrete pressure and construction forces, reduces deformation, and thus extends its service life. The design of the fixing components allows construction personnel to easily install and remove the reinforcing plate 501.
[0041] Specifically, the reinforcing plate 501 has a slot 502 on one side. The fixing components include an extension block 503, a second elastic member 504, a locking block 5021 that engages with the slot 502, and a pull rod 505. The extension block 503 is located on the side of the template 1 near the slot 502. The extension block 503 has an accommodating space 506 inside. The locking block 5021 is slidably connected to the accommodating space 506. One end of the second elastic member 504 abuts against the side of the locking block 5021. The second elastic member 504 abuts against the side of the accommodating space 506 away from the locking block 5021. One side of the pull rod 505 is fixedly connected to the locking block 5021. The other side of the pull rod 505 extends to the outside of the extension block 503.
[0042] Furthermore, both sides of the reinforcing plate 501 are provided with extrusion slopes 507, and the side of the locking block 5021 away from the second elastic member 504 is provided with a first slope 508 that is slidably connected to the extrusion slopes 507.
[0043] During installation, the workers first push the reinforcing plate 501 into the reinforcing groove 5. When the reinforcing plate 501 contacts the locking block 5021, the pressing slope 507 on its surface pushes the first slope 508, causing the locking block 5021 to gradually move in the direction of compressing the second elastic element 504. When the locking block 5021 aligns with the locking groove 502, the second elastic element 504 automatically recovers its deformation, pushing the locking block 5021 into the locking groove 502, thereby fixing the reinforcing plate 501, ensuring a firm connection, and preventing loosening when the template 1 is under stress.
[0044] By setting the first inclined surface 508 and the extrusion inclined surface 507, construction workers do not need to perform any additional complicated operations when installing the reinforcing plate 501. They only need to push the reinforcing plate 501 into the reinforcing groove 5 and overcome the elastic coefficient of the second elastic element 504. The operation is simple, thereby improving construction efficiency.
[0045] During disassembly, the worker pulls the lever 505, which causes the locking block 5021 to disengage and move in the direction of compressing the second elastic element 504. When the locking block 5021 separates from the slot 502, the worker can easily pull the reinforcing plate 501 out of the reinforcing groove 5, or directly remove the template 1. This disassembly method requires no additional tools, further improving the convenience of construction operations. Simultaneously, the upper and lower levers 505 can be connected together, further facilitating the worker's disassembly of the reinforcing plate 501.
[0046] In the accompanying drawings of this embodiment, the same or similar reference numerals correspond to the same or similar components. In the description of this application, it should be understood that if terms such as "upper," "lower," "left," and "right" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, they are only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, the terms used to describe positional relationships in the accompanying drawings are only for illustrative purposes and should not be construed as limiting this patent. For those skilled in the art, the specific meaning of the above terms can be understood according to the specific circumstances.
[0047] The above are merely preferred embodiments of this application and are not intended to limit this application. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this application should be included within the protection scope of this application.
Claims
1. A paving template reinforcement structure, comprising two adjacent templates (1), characterized in that: It also includes fixing plates (2) set on the upper and lower sides of the template (1), and the two sides of the fixing plates (2) respectively abut against the sides of the two templates (1) and are fixedly connected to the two templates (1) by bolts; The two templates (1) are provided with reinforcement grooves (101) on both the upper and lower sides, and each reinforcement groove (101) is slidably connected with a reinforcement block (102). The fixed plate (2) is fixedly connected with a receiving block (201) on one side near the connection of the two templates (1). The receiving block (201) is provided with a reinforcement mechanism that moves the two reinforcement blocks (102) in opposite directions.
2. The paving template reinforcement structure according to claim 1, characterized in that: The reinforcement mechanism includes several connecting rods (202), one end of each connecting rod (202) is rotatably connected to the reinforcement block (102), several push plates (203) connecting the other ends of each connecting rod (202), several push rods (204), and several first elastic elements (205). The receiving block (201) is provided with a receiving groove (206) on the side near the template (1). The push plate (203) is disposed inside the receiving groove (206) and is slidably connected to the inner wall of the receiving groove (206). One side of the first elastic element (205) abuts against the push plate (203), and the other end of the first elastic element (205) abuts against the side of the receiving groove (206). The push rod (204) is disposed on the side of the push plate (203) away from the first elastic element (205), and one side of the push rod (204) abuts against the connection between the two templates (1).
3. The paving template reinforcement structure according to claim 2, characterized in that: It also includes a limiting component set on one side of the reinforcing block (102). Each of the reinforcing grooves (101) has a limiting groove (3) on both the upper and lower sides. The limiting component includes two limiting blocks (301) that are slidably connected to the reinforcing block (102) and an adjusting screw (302). The side of the reinforcing block (102) away from the push rod (204) is provided with a support block (303). The adjusting screw (302) is rotatably connected to the support block (303). The adjusting screw (302) has two threaded sections with opposite directions of rotation. The two limiting blocks (301) are threadedly connected to the two threaded sections respectively. The limiting blocks (301) are slidably connected to the inner wall of the limiting groove (3).
4. The paving template reinforcement structure according to claim 3, characterized in that: The reinforcing block (102) has a guide groove (304) on the side away from the push rod (204), and a guide rod (305) is fixedly connected inside the guide groove (304). Each of the limiting blocks (301) has a guide block (306) on one side. The guide block (306) is slidably connected to the guide rod (305), and the cross-section of the guide rod (305) is square.
5. A paving template reinforcement structure according to claim 4, characterized in that: The push plate (203) is fixedly connected to the first screw (2041) on the side away from the first elastic element (205), the push rod (204) is threadedly connected to the first screw (2041), and the push rod (204) is fixedly connected to the side away from the first screw (2041) with an enlarged block (307).
6. The paving template reinforcement structure according to claim 5, characterized in that: It also includes a reinforcing component, which includes a second screw (4), an adjusting cylinder (401) fixedly connected to the second screw (4), a third screw (402) with one end threaded to the inside of the adjusting cylinder (401), a reinforcing rod (403) with one end rotatably connected to the side of the adjusting cylinder (401), and a fixing column (404) rotatably connected to the other end of the reinforcing rod (403). One side of the second screw (4) is threaded to the bottom of the receiving block (201) at the top of the template (1), and the other end of the third screw (402) is threaded to the receiving block (201) at the bottom of the template (1). The bottom of the fixing column (404) has a triangular shape.
7. A paving template reinforcement structure according to claim 2, characterized in that: Each template (1) is provided with a reinforcing groove (5) inside, and a reinforcing plate (501) is provided inside the reinforcing groove (5). The strength of the reinforcing plate (501) is greater than the strength of the template (1). Each template (1) is provided with a fixing component for fixing the reinforcing plate (501) on one side.
8. A paving template reinforcement structure according to claim 7, characterized in that: The reinforcing plate (501) has a slot (502) on one side. The fixing component includes an extension block (503), a second elastic element (504), a locking block (5021) that engages with the slot (502), and a pull rod (505). The extension block (503) is located on the side of the template (1) near the slot (502). The extension block (503) has an accommodating space (506) inside. The locking block (5021) is slidably connected to the accommodating space (506). One end of the second elastic element (504) abuts against the side of the locking block (5021). The second elastic element (504) abuts against the side of the accommodating space (506) away from the locking block (5021). One side of the pull rod (505) is fixedly connected to the locking block (5021). The other side of the pull rod (505) extends to the outside of the extension block (503).
9. A paving template reinforcement structure according to claim 8, characterized in that: Both sides of the reinforcing plate (501) are provided with extrusion slopes (507), and the side of the card block (5021) away from the second elastic member (504) is provided with a first slope (508) that is slidably connected to the extrusion slopes (507).