High pier construction rack combining operation platform and formwork

Abstract

The invention discloses a high pier construction rack combining an operation platform and a template, and relates to the technical field of construction racks, the high pier construction rack comprises a rack assembly, and the outer surface of the rack assembly is provided with a reinforcing connection assembly. When the device is used, a hydraulic rod pushes a supporting plate, a moving plate and a pushing universal joint to move upwards, under inclined guiding of an inclined guiding plate, a guiding rod pushes reinforcing abutting rods to move upwards in an inclined mode and be inserted into reinforcing abutting blocks, a plurality of inclined supporting points are formed at the bottom of the protective fence, and the two reinforcing abutting rods form a stable triangular structure; the overall rigidity of the protective fence structure is improved, the wind resistance and stability of the protective fence are improved, the reinforcing abutting rods can disperse loads such as wind power acting on the protective fence to the operation platform body, the loads borne by fixing points at the bottom of the protective fence are reduced, the situation that bolts are loosened due to fatigue or too large stress is effectively reduced, and the service life of the protective fence is prolonged. And the safety in the construction process is improved.

Description

Technical Field

[0001] The invention relates to the technical field of construction platforms, in particular to a high pier construction platform combined with an operating platform and a template. Background Art

[0002] A construction platform is a temporary structure used during construction to provide operating space and support equipment and materials, allowing construction workers to carry out various operations. It can be designed and constructed according to different construction needs and scenarios and is commonly used in the construction of bridges, tunnels, high-rise buildings, and other projects. High-pier construction platforms are specifically designed for the construction of high-pier structures and are commonly used in construction scenarios such as high bridge piers and tall columns of large buildings. They provide construction workers with a safe and stable aerial work platform, enabling them to perform various construction operations such as tying rebar, installing formwork, and pouring concrete.

[0003] In existing technology, high-pier construction is an aerial operation, and guardrails are typically installed to effectively prevent accidental falls and ensure the safety of construction workers. However, during strong winds, the guardrails on the high-pier construction platforms are often subjected to greater wind force, causing them to sway significantly. Frequent and significant swaying of the guardrails can fatigue the bolts securing them at the base, causing them to gradually loosen and reduce the stability of the guardrails. This increases the risk of guardrail collapse or falls, posing a serious threat to the lives of construction workers.

[0004] Therefore, we propose a high pier construction platform that combines an operating platform and a template to solve the problems raised in the above background technology. Summary of the Invention

[0005] The purpose of the present invention is to provide a high pier construction platform combined with an operating platform and a template to solve the problem proposed in the above-mentioned background technology that the high pier construction platform is high in height, the wind force is stronger, and the guardrail sways more violently. When the guardrail sways frequently and violently, the bolts are likely to loosen, resulting in a decrease in the stability of the guardrail and reduced safety, which is not conducive to the safety of the lives of construction workers.

[0006] To achieve the above-mentioned object, the present invention provides the following technical solution: a high pier construction platform combined with an operating platform and a template, comprising a platform assembly, a reinforced connection assembly provided on the outer surface of the platform assembly, and a reinforcement assembly provided on the top of the platform assembly;

[0007] The platform assembly includes an operating platform body, an outer surface of the operating platform body is provided with an inner groove, a top of the operating platform body is provided with a plurality of protective fences, and the outer surfaces of the plurality of protective fences are each provided with a plurality of reinforcing blocks mounted by screws;

[0008] The reinforcement assembly includes multiple universal joints, and guide rods are fixedly installed on the tops of multiple universal joints. Reinforcement push rods are threadedly embedded in the interiors of multiple guide rods, and two inclined guide plates are provided on the outer surfaces of multiple guide rods. The inclined guide plates are responsible for guiding the guide rods and the reinforcement push rods into an inclined state, and the reinforcement push rods are mainly responsible for resisting against the inside of the reinforcement push block, so that two adjacent reinforcement push rods form a stable triangular space.

[0009] Preferably, the reinforced connection assembly includes two reinforced connection frames and four U-shaped steel plates, the outer surfaces of the four U-shaped steel plates are each provided with two hexagonal holes, the interiors of the eight hexagonal holes are each movably embedded with a hexagonal steel column, the eight hexagonal steel columns are each group of two vertically distributed hexagonal steel columns, one side outer surface of the four groups of hexagonal steel columns are each fixedly installed with a fixing plate, and the other side outer surface of two groups of hexagonal steel columns are each fixedly installed with a triangular steel column.

[0010] Preferably, the outer surfaces of the other sides of the other two groups of hexagonal steel columns are provided with triangular plug-in grooves, and the outer surfaces of the multiple triangular steel columns are movably embedded in the multiple triangular plug-in grooves, and the outer surfaces of one side of the two reinforced connecting frames are provided with four plug-in holes, and the outer surfaces of the four U-shaped steel plates are movably embedded in the multiple plug-in holes, and each transversely distributed two fixed plates of the four fixed plates form a group, and the two groups of fixed plates are respectively mounted on the outer surfaces of the two reinforced connecting frames by bolts.

[0011] Preferably, the reinforcement assembly also includes six movable plates, multiple hydraulic rods and multiple fixed blocks, the tops of the multiple reinforcement rods are provided with hexagonal grooves, the tops of the six movable plates are provided with two movable holes, the outer surfaces of the multiple hydraulic rods are respectively located inside the multiple movable holes, and the tops of the six movable plates are fixedly installed with support plates near the two movable holes.

[0012] Preferably, the bottom ends of the multiple hydraulic rods are fixedly mounted on the bottom surface inside the inner groove, the top ends of the multiple hydraulic rods are respectively fixedly mounted on the top surfaces inside the multiple support plates, and the outer surfaces of the six movable plates are movably embedded in the inner groove.

[0013] Preferably, a solar photovoltaic panel system is provided on the front surface of the top of the operating platform body, a control system is provided on one side of the top of the operating platform body, and an energy storage power supply system is provided on the top of the operating platform body near the control system.

[0014] Preferably, the platform assembly also includes a template system, a reinforced bottom frame is set on the top of the template system, the operating platform body is fixedly installed on the top of the reinforced bottom frame, multiple bottom skirting boards are fixedly installed on the bottom of the multiple protective fences, and multiple mounting bases are fixedly installed on the bottom ends of the multiple protective fences, and the multiple mounting bases are respectively installed on the top of the operating platform body by bolts.

[0015] Preferably, each of the four U-shaped steel plates distributed laterally forms a group of two U-shaped steel plates, and the opposite sides of the two groups of U-shaped steel plates are respectively fixedly mounted on the top of the front surface and the rear surface of the formwork system, and the two reinforcing connecting frames are respectively mounted on the front surface and the rear surface of the formwork system by bolts, and the tops of the two reinforcing connecting frames are respectively mounted on the bottom of the reinforcing bottom frame by bolts.

[0016] Preferably, a plurality of mounting holes are provided on the top surface of the inner groove, a plurality of embedded grooves are provided on the top of the operating platform body, and the interiors of the plurality of embedded grooves are respectively communicated with the interiors of the plurality of mounting holes.

[0017] Preferably, the plurality of universal joints are evenly divided into six groups, the bottoms of the six groups of universal joints are respectively fixedly mounted on the tops of the six movable plates, the interiors of the plurality of fixed blocks are provided with guide holes, each two adjacent inclined guide plates of the plurality of inclined guide plates form a group, the tops of the outer surfaces of the plurality of inclined guide plates are respectively fixedly mounted on the interiors of the plurality of guide holes, the outer surfaces of the plurality of inclined guide plates are respectively movably embedded in the interiors of the plurality of mounting holes, and the plurality of fixed blocks are respectively mounted on the interiors of the plurality of embedded grooves by bolts.

[0018] Compared with the prior art, the present invention has the following beneficial effects:

[0019] 1. When the present invention is in use, the hydraulic rod pushes the supporting plate, the movable plate and the universal joint to move upward. Under the inclined guidance of the inclined guide plate, the guide rod pushes the reinforcing push rod to move obliquely upward and insert into the reinforcing push block, forming multiple inclined support points at the bottom of the protective fence, and the two reinforcing push rods form a stable triangular structure, which increases the overall rigidity of the protective fence structure, improves the wind resistance and stability of the protective fence, can effectively resist the action of external forces, and reduce the shaking of the guardrail. The reinforced push rod can disperse the wind force and other loads acting on the protective fence to the operating platform body, reducing the load borne by the fixed point at the bottom of the protective fence, and effectively reducing the loosening of the bolts due to fatigue or excessive force, which is beneficial to extending the service life of the guardrail and improving the safety during construction.

[0020] 2. When the present invention is used, the hydraulic rod drives the support plate and the movable plate to move downward, further driving the reinforcement rod to leave the reinforcement block. Twist the reinforcement rod so that it spirals into the interior of the guide rod, and use a hexagonal tool to make it completely enter the interior of the guide rod. At this time, the fixed block is flush with the top of the operating platform body. Then unscrew the connecting bolts at the mounting base and remove the corresponding protective fence. Materials can be transported from there. The reinforcement rod retracts into the interior of the guide rod, which does not affect the transportation of materials. It can also prevent the reinforcement rod from accidentally colliding with it during transportation, causing it to bend and deform, affecting the subsequent support effect on the protective fence.

[0021] 3. When using the present invention, the reinforcement connecting frame is sleeved on the outer surface of the U-shaped steel plate through the insertion hole. Then, the hexagonal steel column is inserted into the hexagonal hole, and the triangular steel column is inserted into the triangular insertion groove. The fixing plate is installed by bolts. Finally, the reinforcement bolts are used to strengthen the connection frame, the formwork system and the reinforced bottom frame. Under the action of the reinforcement connection assembly, it is guided and positioned, and a double-safety connection method is formed. Construction personnel can more easily initially splice the formwork system and the operating platform body together, forming a mechanical bite through insertion. The bolts further enhance the tightness of the connection, greatly improving the reliability and stability of the entire connection part. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 A first-angle stereoscopic view of a high pier construction platform combined with an operating platform and a template according to the present invention;

[0023] Figure 2 A second-angle perspective view of a high pier construction platform combined with an operating platform and a template according to the present invention;

[0024] Figure 3 A third-angle perspective view of a high pier construction platform combined with an operating platform and a template according to the present invention;

[0025] Figure 4 This is a structural expansion perspective view of the platform assembly of a high pier construction platform combined with an operating platform and a template of the present invention

[0026] Figure 5 This is a perspective view of the structure of the reinforced connection assembly in a high pier construction stand combined with an operating platform and a template according to the present invention;

[0027] Figure 6 This is a structural expansion perspective view of a hexagonal steel column in a high pier construction stand combined with an operating platform and a template according to the present invention;

[0028] Figure 7 This is a structural expansion perspective view of a triangular steel column in a high pier construction stand combined with an operating platform and a template according to the present invention;

[0029] Figure 8 This is a structural expanded perspective view of the operating platform body of a high pier construction stand incorporating an operating platform and a template according to the present invention;

[0030] Figure 9 This is a structural expansion perspective view of a reinforcement component in a high pier construction stand combined with an operating platform and a template according to the present invention;

[0031] Figure 10 This is a perspective view of the structure of the protective fence in a high pier construction stand combined with an operating platform and a template according to the present invention;

[0032] Figure 11 This is a schematic cross-sectional view of the structure of a movable plate in a high pier construction stand combined with an operating platform and a template according to the present invention;

[0033] Figure 12 The present invention is a schematic cross-sectional view of the structure of a fixed block in a high pier construction stand combined with an operating platform and a template.

[0034] In the picture:

[0035] 1. Platform assembly; 101. Formwork system; 102. Reinforced bottom frame; 103. Operating platform body; 104. Protective fence; 105. Bottom skirting board; 106. Inner groove; 107. Reinforced stop block; 108. Mounting hole; 109. Inner groove; 110. Mounting base; 2. Reinforced connection assembly; 201. Reinforced connection frame; 202. U-shaped steel plate; 203. Insertion hole; 204. Hexagonal hole; 205. Hexagonal steel column; 206. Fixed plate; 207. Triangular steel column; 208. Triangular insertion slot; 3. Reinforcement assembly; 301. Movable plate; 302. Movable hole; 303. Support plate; 304. Hydraulic rod; 305. Universal joint; 306. Guide rod; 307. Reinforcement support rod; 308. Fixed block; 309. Guide hole; 310. Tilted guide plate; 311. Hexagonal slot; 4. Solar photovoltaic panel system; 5. Control system; 6. Energy storage power supply system. DETAILED DESCRIPTION

[0036] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the implementation regulations described are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention without making any creative efforts shall fall within the scope of protection of the present invention.

[0037] Example 1: Please refer to Figures 1-12As shown, the present invention provides a technical solution for a high pier construction platform combined with an operating platform and a formwork, comprising a platform assembly 1, a reinforcing connection assembly 2 being provided on the outer surface of the platform assembly 1, and a reinforcement assembly 3 being provided on the top of the platform assembly 1; the platform assembly 1 comprises an operating platform body 103, an inner groove 106 being provided on the outer surface of the operating platform body 103, a plurality of protective fences 104 being provided on the top of the operating platform body 103, and a plurality of reinforcing blocks 107 being installed on the outer surfaces of the plurality of protective fences 104 by screws;The reinforcement assembly 3 includes a plurality of universal joints 305, the tops of the plurality of universal joints 305 are fixedly installed with guide rods 306, the interiors of the plurality of guide rods 306 are threadedly embedded with reinforcement push rods 307, and the outer surfaces of the plurality of guide rods 306 are provided with two inclined guide plates 310, the inclined guide plates 310 are responsible for guiding the guide rods 306 and the reinforcement push rods 307 into an inclined state, and the reinforcement push rods 307 are mainly responsible for resisting the inside of the reinforcement push block 107, so that the two adjacent reinforcement push rods 307 form a stable triangular space. The reinforcement assembly 3 also includes six movable plates 301, a plurality of hydraulic rods 304 and a plurality of fixed blocks 308, and the tops of the plurality of reinforcement push rods 307 are provided with hexagonal grooves 311, the tops of the six movable plates 301 are each provided with two movable holes 302, the outer surfaces of the plurality of hydraulic rods 304 are respectively located inside the plurality of movable holes 302, the tops of the six movable plates 301 are each fixedly installed with a support plate 303 near the two movable holes 302, the bottom ends of the plurality of hydraulic rods 304 are each fixedly installed on the bottom surface inside the inner groove 106, the top ends of the plurality of hydraulic rods 304 are respectively fixedly installed on the top surface inside the plurality of support plates 303, the outer surfaces of the six movable plates 301 are each movably embedded in the inner groove 106, a solar photovoltaic panel system 4 is provided on the front surface of the top of the operating platform body 103, and a control is provided on one side of the top of the operating platform body 103 System 5, the top of the operating platform body 103 is provided with an energy storage power supply system 6 near the control system 5, the platform assembly 1 also includes a template system 101, the top of the template system 101 is provided with a reinforced bottom frame 102, the operating platform body 103 is fixedly installed on the top of the reinforced bottom frame 102, the bottoms of the multiple protective fences 104 are fixedly installed with multiple bottom skirting boards 105, the bottom ends of the multiple protective fences 104 are fixedly installed with multiple mounting bases 110, the multiple mounting bases 110 are respectively installed on the top of the operating platform body 103 by bolts, the top surface of the inner groove 106 is provided with multiple mounting holes 108, the top of the operating platform body 103 is provided with multiple The interiors of the multiple embedded grooves 109 are connected to the interiors of the multiple mounting holes 108. The multiple universal joints 305 are evenly divided into six groups. The bottoms of the six groups of universal joints 305 are fixedly mounted on the tops of the six movable plates 301. The multiple fixed blocks 308 each have a guide hole 309 formed inside. The multiple inclined guide plates 310 are grouped together, with the tops of the outer surfaces of the multiple inclined guide plates 310 fixedly mounted inside the multiple guide holes 309. The outer surfaces of the multiple inclined guide plates 310 are movably embedded in the interiors of the multiple mounting holes 108. The multiple fixed blocks 308 are respectively mounted inside the multiple embedded grooves 109 via bolts.

[0038] In this embodiment, when in use, the hydraulic rod 304, the solar photovoltaic panel system 4, the control system 5 and the energy storage and power supply system 6 are electrically connected. A protective fence 104 is set on both sides of the top of the operating platform body 103, two protective fences 104 are set on the rear side, and two small-sized protective fences 104 are set in the front. Figure 1 As shown. A ladder cage can be set on the front surface of the operating platform body 103. The ladder cage exit is connected to the passage between the two small-sized protective fences 104 in front, which is convenient for workers to move around. A reinforcement component 3 is set at the bottom of each protective fence 104. A reinforcement component 3 includes two hydraulic rods 304, a moving plate 301 and eight universal joints 305, eight guide rods 306 and eight reinforcement rods 307. Eight reinforcement blocks 107 are installed at the bottom of the outer surface of a protective fence 104. The reinforcement blocks 107 correspond to the reinforcement rods 307, as shown in FIG. Figure 10 The size of the reinforcement assembly 3 corresponding to the front small-sized protective fence 104 has been adjusted to include two hydraulic rods 304, a movable plate 301, six universal joints 305, six guide rods 306, and six reinforcement rods 307. The small-sized protective fence 104 is equipped with six reinforcement blocks 107. Figure 9 As shown. The solar photovoltaic panel system 4, the control system 5 and the energy storage power supply system 6 are all existing mature technologies, and their specific components and working principles will not be described in detail here. The solar photovoltaic panel system 4 is responsible for converting solar energy into electrical energy, and transmitting the electrical energy to the energy storage power supply system 6 for storage. At the same time, the energy storage power supply system 6 provides electricity to power other equipment. The control system 5 is connected to the ground control platform wirelessly, and the staff can send remote operation instructions to the control system 5 from the ground for remote operation. The staff can detect the wind force on the operating platform body 103 through the wind speed detection equipment. When the wind force is strong, the control system 5 starts the operation of multiple hydraulic rods 304. The hydraulic rod 304 pushes the support plate 303 to move, driving the movable plate 301 to move upward inside the inner groove 106, and at the same time pushing the universal joint 305 to move upward. The guide rod 306 is embedded in the inclined guide plate 310. Under the flexible rotation of the universal joint 305, the guide rod 306 is tilted, as shown in FIG. Figure 12As shown, the reinforcement rod 307 is tilted toward the protective fence 104. When the movable plate 301 pushes the universal joint 305 to move upward, it pushes the guide rod 306 to move obliquely upward inside the inclined guide plate 310, and at the same time pushes the reinforcement rod 307 to move obliquely upward. When the hydraulic rod 304 is automatically closed, the top of the reinforcement rod 307 is just inserted obliquely into the reinforcement block 107 at the corresponding position. At this time, the two adjacent reinforcement rods 307 are tightly pressed against the reinforcement block 107, realizing oblique support for the bottom of the protective fence 104, and forming multiple support points at the bottom of the protective fence 104, thereby improving the stability of the protective fence 104. When the two reinforcing rods 307 are against the bottom of the protective fence 104, a triangular space is formed, which increases the overall rigidity of the protective fence 104 structure, so that it can better maintain its shape and position when subjected to external forces, and improves the wind resistance of the protective fence 104. At this time, a stable structure is formed between the top of the operating platform body 103 and the reinforcing rods 307, which greatly enhances the stability of the protective fence 104, can effectively resist the effects of external forces, reduce the shaking of the guardrail, and the reinforcing rods 307 can distribute the loads such as wind force acting on the protective fence 104. It is dispersed to the operating platform body 103, reducing the load on the fixing point at the bottom of the protective fence 104, thereby reducing the repeated tension and shear force and instantaneous impact force on the bolts, effectively reducing the loosening of the bolts due to fatigue or excessive force, which is beneficial to extending the service life of the guardrail and improving the safety during construction. It solves the problem that the high pier construction platform is high, the wind force is stronger, and the guardrail sways more violently. When the guardrail sways frequently and violently, it is easy to cause the bolts to loosen, resulting in a decrease in the stability of the guardrail, reduced safety, and endangering the life safety of construction workers.

[0039] Example 2: Figures 8-12As shown, the reinforcement component 3 includes multiple universal joints 305, the tops of the multiple universal joints 305 are fixedly installed with guide rods 306, the interiors of the multiple guide rods 306 are threadedly embedded with reinforcement push rods 307, and the outer surfaces of the multiple guide rods 306 are provided with two inclined guide plates 310. The reinforcement component 3 also includes six movable plates 301, multiple hydraulic rods 304 and multiple fixed blocks 308. The tops of the multiple reinforcement push rods 307 are provided with hexagonal grooves 311, the tops of the six movable plates 301 are provided with two movable holes 302, the outer surfaces of the multiple hydraulic rods 304 are respectively located inside the multiple movable holes 302, and the tops of the six movable plates 301 are fixedly installed near the two movable holes 302. The bottom ends of the multiple hydraulic rods 304 are fixedly installed on the bottom surface inside the inner groove 106, and the tops of the multiple hydraulic rods 304 are respectively fixedly installed on the top of the multiple support plates 303. The outer surfaces of the six movable plates 301 are movably embedded in the inner groove 106, and a plurality of mounting holes 108 are provided on the top surface of the inner groove 106. The top of the operating platform body 103 is provided with a plurality of embedded grooves 109, and the interiors of the plurality of embedded grooves 109 are respectively connected to the interiors of the plurality of mounting holes 108. The plurality of universal joints 305 are evenly divided into six groups, and the bottoms of the six groups of universal joints 305 are respectively fixedly mounted on the tops of the six movable plates 301. The interiors of the plurality of fixed blocks 308 are all provided with guide holes 309. The plurality of inclined guide plates 310 are grouped together, and the tops of the outer surfaces of the plurality of inclined guide plates 310 are respectively fixedly mounted on the interiors of the plurality of guide holes 309. The outer surfaces of the plurality of inclined guide plates 310 are respectively movably embedded in the interiors of the plurality of mounting holes 108, and the plurality of fixed blocks 308 are respectively mounted on the interiors of the plurality of embedded grooves 109 by bolts.

[0040] In this embodiment, when in use, the hydraulic rod 304 is activated to drive the support plate 303 and the movable plate 301 downward, and the guide rod 306 is driven downward by the universal joint 305, which further drives the reinforcement rod 307 to separate from the reinforcement block 107 and return to the initial state. The reinforcement rod 307 is then screwed to make it move downward in a spiral inside the guide rod 306. When the top of the reinforcement rod 307 almost moves to the top of the fixed block 308, a hexagonal tool is inserted into the hexagonal slot 311 to drive the reinforcement rod 307 to continue to rotate downward into the guide rod 306. When the top of the reinforcement rod 307 enters the guide rod 306, the reinforcement rod 307 can be stopped. At this time, the fixed block 308 is flush with the top of the operating platform body 103. Then, unscrew the connecting bolts at the mounting base 110 and remove the corresponding protective fence 104. Materials can then be transported from this location. The reinforcement rods 307 retract into the guide rods 306, which does not affect the transportation of materials. This also prevents accidental collisions with the reinforcement rods 307 during transportation, causing them to bend and deform, thereby affecting the subsequent support of the protective fence 104. A bottom kick plate 105 is provided at the bottom of the protective fence 104 to prevent tools, small materials, etc. from falling from the edge of the operating platform body 103 and causing injury to people below.

[0041] Example 3: Figure 1-Figure 2 and Figure 4-Figure 7 As shown, the reinforcement connection component 2 includes two reinforcement connection frames 201 and four U-shaped steel plates 202. The outer surfaces of the four U-shaped steel plates 202 are each provided with two hexagonal holes 204. The interiors of the eight hexagonal holes 204 are movably embedded with hexagonal steel columns 205. The eight hexagonal steel columns 205 are each vertically distributed with two hexagonal steel columns 205 as a group. The outer surfaces of one side of the four groups of hexagonal steel columns 205 are all fixedly installed with fixed plates 206. Among them, the outer surfaces of the other sides of two groups of hexagonal steel columns 205 are both fixedly installed with triangular steel columns 207. The outer surfaces of the other sides of the other two groups of hexagonal steel columns 205 are each provided with triangular insertion grooves 208. The outer surfaces of multiple triangular steel columns 207 are respectively movably embedded in the multiple triangular insertion grooves 208. The two reinforcement connection frames 201 Four insertion holes 203 are provided on the outer surface of one side, and the outer surfaces of the four U-shaped steel plates 202 are movably embedded in the multiple insertion holes 203. The four fixing plates 206 are arranged in a group with two fixing plates 206 distributed in each transverse direction. The two groups of fixing plates 206 are respectively installed on the outer surfaces of the two reinforcing connecting frames 201 by bolts. The four U-shaped steel plates 202 are arranged in a group with two U-shaped steel plates 202 distributed in each transverse direction. The opposite sides of the two groups of U-shaped steel plates 202 are respectively fixedly installed at the top of the front and rear surfaces of the formwork system 101. The two reinforcing connecting frames 201 are respectively installed on the front and rear surfaces of the formwork system 101 by bolts, and the tops of the two reinforcing connecting frames 201 are respectively installed on the bottom of the reinforcing bottom frame 102 by bolts.

[0042] In this embodiment, when in use, the bottom of the reinforced base frame 102 is connected and installed with the formwork system 101 via the reinforced connection assembly 2. The two ends of the U-shaped steel plate 202 are aligned with the insertion holes 203, and then the reinforced connection frame 201 is moved to the surface of the formwork system 101, so that the two ends of the U-shaped steel plate 202 are respectively inserted into the insertion holes 203. Then, the hexagonal steel column 205 is inserted into the hexagonal hole 204, and the fixing plates 206 on both sides are pushed in relative directions to move so that the triangular steel column 207 is inserted into the triangular insertion groove 208. When the two fixing plates 206 cannot move further, the fixing plates 206 are fixed to the surface of the reinforced connection frame 201 with bolts, thereby pre-installing the reinforced connection frame 201, so that the connection holes on its surface are aligned with the connection holes on the formwork system 101 and the reinforced base frame 102. Finally, the reinforced connection frame 201 is reinforced and fixed to the formwork system 101 and the reinforced base frame 102 using reinforcement bolts, thereby improving the connection firmness and enhancing the overall stability of the construction platform. With the cooperation of the U-shaped steel plate 202, the insertion hole 203, the hexagonal steel column 205, the hexagonal hole 204, the triangular insertion groove 208 and the triangular steel column 207, the initial guiding and positioning effect is achieved. When connecting the template system 101 and the operating platform body 103, the insertion of the U-shaped steel plate 202 and the insertion hole 203 can quickly and accurately determine the relative positions of the two. Construction workers can more easily initially splice the template system 101 and the operating platform body 103 together, reducing the difficulty and time consumption of alignment during the installation process. Under the action of the strengthened connection component 2, a double insurance connection method is formed. The mechanical bite is formed by insertion, which can effectively prevent the template system 101 and the operating platform body 103 from relative displacement in the horizontal direction, and the bolts further enhance the tightness of the connection, greatly improving the reliability and stability of the entire connection part.

[0043] The overall mechanism achieves the following effects and operates as follows: Align the ends of the U-shaped steel plate 202 with the insertion holes 203, then move the reinforcement connecting frame 201 to the surface of the formwork system 101, allowing the ends of the U-shaped steel plate 202 to fit into the insertion holes 203. Next, insert the hexagonal steel column 205 into the hexagonal hole 204, and push the fixing plates 206 on either side in opposite directions, allowing the triangular steel column 207 to fit into the triangular insertion slot 208. When the two fixing plates 206 can no longer move, bolt them to the surface of the reinforcement connecting frame 201. Finally, use reinforcement bolts to reinforce the reinforcement connecting frame 201 to the formwork system 101 and the reinforced bottom frame 102, completing the connection and installation of the formwork system 101 to the operating platform body 103. The solar photovoltaic panel system 4 converts solar energy into electrical energy and transmits this energy to the energy storage and power supply system 6 for storage. The energy storage and power supply system 6 also provides power to other equipment. The control system 5 is wirelessly connected to the ground control platform. The staff uses wind speed detection equipment to detect the wind force on the operating platform body 103. When the wind force is strong, the control system 5 activates multiple hydraulic rods 304. The hydraulic rods 304 push the support plate 303 and the movable plate 301 upward, pushing the universal joint 305 upward, and simultaneously pushing the guide rod 306 to move diagonally upward inside the inclined guide plate 310, so that the reinforcement rod 307 is inserted diagonally upward into the reinforcement block 107. At this time, the two reinforcement rods 307 are tightly pressed against the reinforcement block 107, supporting the protective fence 104 and forming multiple support points to improve the stability of the protective fence 104. The hydraulic rods 304 are activated, driving the support plate 303 and the movable plate 301 downward. The universal joint 305 pulls the guide rod 306 downward, driving the reinforcement rod 307 to leave the reinforcement block 107 and return to the initial state. Then, tighten the reinforcing rod 307, causing it to spiral downward inside the guide rod 306. Using a hexagonal tool, insert it into the hexagonal slot 311, driving the reinforcing rod 307 to continue rotating downward inside the guide rod 306, so that the fixing block 308 is flush with the top of the operating platform body 103. Then, unscrew the connecting bolts on the mounting base 110 and remove the corresponding protective fence 104, allowing materials to be transported from this location.

[0044] Among them, the hydraulic rod 304, the solar photovoltaic panel system 4, the control system 5 and the energy storage and power supply system 6 are all existing technologies, and their components and operating principles are all public technologies, so no further explanation will be given here.

[0045] Although the present invention has been described in detail with reference to the aforementioned embodiments, it is still possible for those skilled in the art to modify the technical solutions described in the aforementioned embodiments, or to make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A high pier construction platform combined with an operating platform and a template, comprising a platform assembly (1), characterized in that: A reinforcing connection component (2) is provided on the outer surface of the platform component (1), and a reinforcement component (3) is provided on the top of the platform component (1); The platform assembly (1) comprises an operating platform body (103), an inner groove (106) is provided on the outer surface of the operating platform body (103), a plurality of protective fences (104) are provided on the top of the operating platform body (103), and a plurality of reinforcing blocks (107) are installed on the outer surfaces of the plurality of protective fences (104) by screws; The reinforcement assembly (3) includes a plurality of universal joints (305), the tops of the plurality of universal joints (305) are fixedly mounted with guide rods (306), the interiors of the plurality of guide rods (306) are threadedly embedded with reinforcement push rods (307), and the outer surfaces of the plurality of guide rods (306) are provided with two inclined guide plates (310), the inclined guide plates (310) are responsible for guiding the guide rods (306) and the reinforcement push rods (307) into an inclined state, and the reinforcement push rods (307) are mainly responsible for resisting against the interior of the reinforcement push block (107), so that two adjacent reinforcement push rods (307) form a stable triangular space.

2. The high pier construction platform combined with an operating platform and a formwork according to claim 1, characterized in that: The reinforcing connection assembly (2) comprises two reinforcing connection frames (201) and four U-shaped steel plates (202), the outer surfaces of the four U-shaped steel plates (202) are each provided with two hexagonal holes (204), the interiors of the eight hexagonal holes (204) are each movably embedded with a hexagonal steel column (205), and the eight hexagonal steel columns (205) are each vertically distributed in a group of two hexagonal steel columns (205), one side outer surface of the four groups of hexagonal steel columns (205) is fixedly mounted with a fixing plate (206), and the other side outer surfaces of two groups of hexagonal steel columns (205) are fixedly mounted with a triangular steel column (207).

3. The high pier construction platform combined with an operating platform and a formwork according to claim 2, characterized in that: The other side outer surfaces of the other two groups of hexagonal steel columns (205) are each provided with a triangular insertion groove (208), and the outer surfaces of the multiple triangular steel columns (207) are respectively movably embedded in the multiple triangular insertion grooves (208). The outer surfaces of one side of the two reinforcing connecting frames (201) are each provided with four insertion holes (203), and the outer surfaces of the four U-shaped steel plates (202) are respectively movably embedded in the multiple insertion holes (203). The four fixing plates (206) are each arranged in a group with two fixing plates (206) distributed laterally. The two groups of fixing plates (206) are respectively mounted on the outer surfaces of the two reinforcing connecting frames (201) by bolts.

4. The high pier construction platform combined with an operating platform and a formwork according to claim 1, characterized in that: The reinforcement assembly (3) further comprises six movable plates (301), a plurality of hydraulic rods (304) and a plurality of fixed blocks (308); the tops of the plurality of reinforcement rods (307) are each provided with a hexagonal slot (311); the tops of the six movable plates (301) are each provided with two movable holes (302); the outer surfaces of the plurality of hydraulic rods (304) are respectively located inside the plurality of movable holes (302); and support plates (303) are each fixedly mounted on the tops of the six movable plates (301) near the two movable holes (302).

5. The high pier construction platform combined with an operating platform and a formwork according to claim 4 is characterized in that: The bottom ends of the plurality of hydraulic rods (304) are fixedly mounted on the bottom surface inside the inner groove (106), the top ends of the plurality of hydraulic rods (304) are respectively fixedly mounted on the top surfaces inside the plurality of support plates (303), and the outer surfaces of the six movable plates (301) are movably embedded inside the inner groove (106).

6. The high pier construction platform combined with an operating platform and a formwork according to claim 1, characterized in that: A solar photovoltaic panel system (4) is provided on the front surface of the top of the operating platform body (103), a control system (5) is provided on one side of the top of the operating platform body (103), and an energy storage power supply system (6) is provided on the top of the operating platform body (103) near the control system (5).

7. The high pier construction platform combined with an operating platform and a formwork according to claim 2, characterized in that: The platform assembly (1) further comprises a template system (101), a reinforced bottom frame (102) is provided on the top of the template system (101), the operating platform body (103) is fixedly mounted on the top of the reinforced bottom frame (102), a plurality of bottom skirting boards (105) are fixedly mounted on the bottoms of the plurality of protective fences (104), a plurality of mounting bases (110) are fixedly mounted on the bottom ends of the plurality of protective fences (104), and the plurality of mounting bases (110) are respectively mounted on the top of the operating platform body (103) by bolts.

8. The high pier construction platform combined with an operating platform and a formwork according to claim 7, characterized in that: The four U-shaped steel plates (202) are each grouped with two U-shaped steel plates (202) distributed transversely. The opposite sides of the two groups of U-shaped steel plates (202) are respectively fixedly mounted on the top of the front surface and the rear surface of the formwork system (101). The two reinforcing connecting frames (201) are respectively mounted on the front surface and the rear surface of the formwork system (101) by bolts. The tops of the two reinforcing connecting frames (201) are respectively mounted on the bottom of the reinforcing bottom frame (102) by bolts.

9. The high pier construction platform combined with an operating platform and a formwork according to claim 4, characterized in that: The top surface of the inner groove (106) is provided with a plurality of mounting holes (108), and the top of the operating platform body (103) is provided with a plurality of embedded grooves (109), and the interiors of the plurality of embedded grooves (109) are respectively connected to the interiors of the plurality of mounting holes (108).

10. The high pier construction platform combined with an operating platform and a formwork according to claim 9, characterized in that: The plurality of universal joints (305) are evenly divided into six groups, the bottoms of the six groups of universal joints (305) are respectively fixedly mounted on the tops of the six movable plates (301), the interiors of the plurality of fixed blocks (308) are each provided with a guide hole (309), the plurality of inclined guide plates (310) are grouped into two adjacent inclined guide plates (310), the tops of the outer surfaces of the plurality of inclined guide plates (310) are respectively fixedly mounted on the interiors of the plurality of guide holes (309), the outer surfaces of the plurality of inclined guide plates (310) are respectively movably embedded in the interiors of the plurality of mounting holes (108), and the plurality of fixed blocks (308) are respectively mounted on the interiors of the plurality of embedded grooves (109) by bolts.

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