Multifunctional integrated intelligent tower building platform

Abstract

The application provides a multifunctional integrated intelligent tower building platform, which comprises a formwork system, a maintenance system, a distribution system and a processing system, the formwork system comprises a first fixed frame body, a second fixed frame body, a plurality of telescopic frame bodies, a first corner platform beam and a second corner platform beam, the maintenance system comprises a maintenance pipeline and a numerical control atomizing nozzle, the distribution system comprises a tower column inner cavity frame body platform and a numerical control distributor, and the processing system is in communication connection with the formwork system, the maintenance system and the distribution system respectively. The application is based on the fact that the existing hydraulic self-climbing formwork system lacks integrated functional structure and intelligent control and monitoring means and cannot realize multi-face collection of tower column sections, and through the design idea of tower building machine integration and integration, a multifunctional integrated intelligent tower building platform is designed, so that the technical effects of structural integration, functional integration, operation intellectualization and information visualization in the construction process are achieved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of cable tower construction, and particularly relates to a multifunctional integrated intelligent tower construction platform. BACKGROUND

[0002] The traditional hydraulic self-climbing formwork system is widely used in cable tower construction and is the preferred formwork system for the current cable tower construction, and has the advantages of light structure, simple installation and removal, convenient operation, strong adaptability and the like. The cable tower of the S04 bid of the Lingdingyang Bridge of the Deep Channel adopts a tower construction machine for construction, and the application principle of the tower construction machine is consistent with that of the building construction machine, which is an extension of the building construction machine. The tower construction machine has an integrated structure, high integration of functions, high automation and high intelligence, can realize full automatic jacking, has a fast climbing speed and high bearing capacity. The Nansha-Zhongshan Expressway (hereinafter referred to as the "Nansha-Zhongshan Expressway") is located in the southern part of the Nansha District of Guangzhou and the western part of the Zhongshan City of Guangdong Province. The Hengmen West Grand Bridge of the Nansha-Zhongshan Expressway adopts a single-tower steel box girder cable-stayed bridge, the total height of the cable tower is 210 m, the cable tower adopts a vase-shaped structure, and one upper transverse beam, one middle transverse beam and one lower transverse beam are arranged on the cable tower, and the inclination angle of the middle transverse beam is 82.515°.

[0003] At present, the hydraulic self-climbing formwork system has the disadvantages of weak overall strength of the formwork, poor wind resistance, difficulty in synchronous climbing of each surface and low automation degree; the tower construction machine also has the disadvantages of complex system, large size, large self-weight load, difficulty in adapting to large inclination angle climbing and multi-surface section reduction of the tower column section, and the like, and all of them are difficult to adapt to the construction of various types of cable towers. In view of the construction of the super-high cable tower of the Nansha-Zhongshan Expressway, there is a lack of a multifunctional integrated intelligent tower construction platform with the functions of integrated structure, integrated functions, intelligent operation and visual information, so as to promote the quality improvement plan of the hundred-meter-high tower of the Nansha-Zhongshan Expressway and realize the goal of "Nansha-Zhongshan intelligent construction".

[0004] That is, how to create a tower construction platform with the functions of integrated structure, integrated functions, intelligent operation and visual information for various types of cable towers to improve the construction efficiency of the cable tower, enhance the safety of the cable tower construction and improve the quality of the cable tower is a technical problem to be solved in the field. SUMMARY

[0005] In view of the above problems, the present application aims to provide a multifunctional integrated intelligent tower construction platform, and at least solve the technical problem of how to create a tower construction platform with the functions of integrated structure, integrated functions, intelligent operation and visual information for various types of cable towers to improve the construction efficiency of the cable tower, enhance the safety of the cable tower construction and improve the quality of the cable tower.

[0006] To at least solve the above technical problems, the present application provides a multifunctional integrated intelligent tower construction platform, which comprises:

[0007] A formwork system includes a first fixed frame, a second fixed frame, several telescopic frames, a first corner platform beam, and a second corner platform beam. The first fixed frame and the second fixed frame are integrally molded. One side of the first fixed frame and the several telescopic frames is fixedly connected through the first corner platform beam, and the other side of the second fixed frame and the telescopic frames is fixedly connected through the second corner platform beam. This allows the first fixed frame, the second fixed frame, the several telescopic frames, the first corner platform beam, and the second corner platform beam to form an integral ring structure with a hollow interior. The integral ring structure surrounds the concrete construction body. The first fixed frame and the second fixed frame can extend and retract relative to each other in the horizontal direction through the several telescopic frames.

[0008] The curing system includes curing pipes, a number of CNC atomizing nozzles, and a pull-down curtain device. The curing pipes are arranged inside the formwork system. The CNC atomizing nozzles are mounted on the curing pipes. The pull-down curtain device is fixed to the formwork system and is used to provide spray curing under curtain closure conditions.

[0009] The concrete placement system includes a tower column inner cavity frame platform and a CNC concrete placement machine. The tower column inner cavity frame platform is located inside the cavity of the concrete construction body; the CNC concrete placement machine is installed on the tower column inner cavity frame platform.

[0010] The processing system is communicatively connected to the mold frame system, the curing system, and the fabric laying system to control the mold frame system, the curing system, and the fabric laying system.

[0011] Preferably, the first corner platform beam is formed into a first zigzag structure by a plurality of first connecting rods connected end to end by pin shafts; the first zigzag structure comprises a first rod body part, a first connecting part and a second connecting part, one end of the first rod body part is connected with the first fixed frame body through the first connecting part, the other end of the first rod body part is connected with one side of the telescopic frame body through the second connecting part; and / or, the second corner platform beam is formed into a second zigzag structure by a plurality of second connecting rods connected end to end by pin shafts; the second zigzag structure comprises a second rod body part, a third connecting part and a fourth connecting part, one end of the second rod body part is connected with the second fixed frame body through the third connecting part, the other end of the second rod body part is connected with the other side of the telescopic frame body through the fourth connecting part. Preferably, the first fixed frame body and / or the second fixed frame body are both integrated structures formed by a plurality of unit frame bodies spliced by a plurality of fixed platform beams, the fixed platform beams are fixedly connected with one end of the first rod body part through the first connecting part, and / or the fixed platform beams are fixedly connected with one end of the second rod body part through the third connecting part;

[0012] The unit frame body comprises a first unit frame body assembly, a second unit frame body assembly and a plurality of connecting seats; the first unit frame body assembly is fixedly connected with the second unit frame body assembly through the plurality of connecting seats;

[0013] The plurality of fixed platform beams comprises a first upper fixed platform beam, a second upper fixed platform beam, a middle fixed platform beam, a first lower fixed platform beam and a second lower fixed platform beam; wherein, the top part of each first unit frame body assembly is fixed on the first upper fixed platform beam, the middle part of each first unit frame body assembly is fixed on the second upper fixed platform beam, the connecting part of each first unit frame body assembly and the corresponding second unit frame body assembly is fixed on the middle fixed platform beam, the middle part of each second unit frame body assembly is fixed on the first lower fixed platform beam, and the bottom part of each second unit frame body assembly is fixed on the second lower fixed platform beam; the first upper fixed platform beam, the second upper fixed platform beam, the middle fixed platform beam, the first lower fixed platform beam and the second lower fixed platform beam are distributed in five layers in parallel from top to bottom in the vertical direction; and the fixed platform beams distributed in five layers in parallel from top to bottom in the vertical direction are arranged between any two adjacent unit frame bodies.

[0014] Preferably, each of the telescopic frame bodies is integrated by a plurality of unit frame bodies through a plurality of telescopic platform beams; the plurality of telescopic frame bodies are symmetrically arranged between the first fixed frame body and the second fixed frame body; the telescopic platform beams are fixedly connected with the other end of the first rod body part through the second connecting part, and / or the telescopic platform beams are fixedly connected with the other end of the second rod body part through the fourth connecting part; the unit frame body comprises a first unit frame assembly, a second unit frame assembly and a plurality of connecting seats; the first unit frame assembly is fixedly connected with the second unit frame assembly through the connecting seats; any two adjacent unit frame bodies are distributed with the telescopic platform beams which are vertically distributed in five layers from top to bottom.

[0015] Preferably, the telescopic platform beam comprises a fixed part, a telescopic part and a hydraulic oil cylinder, the fixed part and the telescopic part are in the shape of a long rod, the fixed part is internally provided with a cavity, the cavity can accommodate the telescopic part, the fixed part is provided with an open end and a closed end, the inner side wall of the fixed part is provided with a plurality of parallel distributed sliding grooves along the direction from the open end to the closed end, the side wall of the telescopic part is provided with a limiting protrusion matched with the sliding grooves, the hydraulic oil cylinder comprises a fixed end and a driving end, the hydraulic oil cylinder is fixed to the closed end of the fixed part through the fixed end, one end of the telescopic part is fixedly connected with the driving end of the hydraulic oil cylinder through the open end, the hydraulic oil cylinder is in communication connection with the processing system to control the driving end of the hydraulic oil cylinder through the processing system to drive the telescopic part to slide in the cavity of the fixed part, and the limiting protrusion is clamped with the sliding groove to limit the rotation of the telescopic part during the sliding process; the other end of the telescopic part is fixedly connected with the other end of the first rod body part through the second connecting part, and / or the other end of the telescopic part is fixedly connected with the other end of the second rod body part through the fourth connecting part.

[0016] Preferably, the first unit frame assembly includes a main back rib, a secondary back rib, an upper platform crossbeam, a secondary platform crossbeam, a main platform crossbeam, several first diagonal braces, a first rearward-moving triangular frame, and a template. The first unit frame assembly is fixedly connected to the first upper fixed platform beam via the upper platform crossbeam. One end of the upper platform crossbeam is fixed to the top of the main back rib, and the other end of the upper platform crossbeam is fixed to the top of the secondary back rib. The first unit frame assembly is fixedly connected to the second upper fixed platform beam via the secondary platform crossbeam. One end of the secondary platform crossbeam is fixed to the middle of the main back rib, and the other end of the secondary platform crossbeam is fixed to the... The middle part of the secondary back rib; the first unit frame assembly is fixedly connected to the middle fixed platform beam through the main platform crossbeam, one end of the main platform crossbeam is fixed to the bottom of the main back rib, and the other end of the main platform crossbeam is fixed to the bottom of the secondary back rib; the main platform crossbeam is fixed to the connecting seat; a number of first diagonal braces are provided between the main back rib and the secondary back rib for relative fixation between the main back rib and the secondary back rib; one right-angle side of the first rearward tripod is fixed to the main platform crossbeam, and the other right-angle side of the first rearward tripod is fixedly connected to the template, which is used for pouring concrete.

[0017] Preferably, the second unit frame assembly includes a first hydraulic platform boom, a second hydraulic platform boom, a first lifting platform boom, a second lifting platform boom, a hydraulic platform crossbar, a second rearward-moving triangular frame, several second diagonal braces, and a climbing device. One right-angled side of the second rearward-moving triangular frame is fixedly connected to the main platform crossbeam via the connecting seat. The acute end of one right-angled side of the second rearward-moving triangular frame is close to the main back beam and perpendicularly connected to one end of the first hydraulic platform boom. The other end of the first hydraulic platform boom is perpendicularly connected to one end of the hydraulic platform crossbar, and the other end of the hydraulic platform crossbar is connected to one end of the second hydraulic platform boom. The first hydraulic platform boom, the hydraulic platform crossbar, the second hydraulic platform boom, and the second rearward-moving triangular frame are connected to the main platform crossbeam. The tripod is fixedly connected as a closed quadrilateral structure; the other right-angle side of the second rearward-moving tripod is fixedly connected to the climbing device, which is communicatively connected to the processing system to control the climbing device to climb; one end of the first lifting platform rod is vertically fixed to the hydraulic platform crossbar, the other end of the first lifting platform rod is vertically connected to one end of the lifting platform crossbar, the other end of the lifting platform crossbar is vertically connected to one end of the second lifting platform rod, and the other end of the second lifting platform rod is vertically fixed to the hydraulic platform crossbar; several second diagonal braces are provided between the first and second hydraulic platform rods for relative fixation between the first and second hydraulic platform rods.

[0018] Preferably, the periphery of the first fixed frame body and the second fixed frame body is provided with a punched fixed steel mesh, the periphery of the telescopic frame body is provided with a punched movable steel mesh, the punched fixed steel mesh and the punched movable steel mesh are distributed around the periphery of the formwork system; the punched movable steel mesh comprises a steel mesh insertion part and a steel mesh fixed part, the steel mesh fixed part is fixed to the peripheral part of the fixed part, the steel mesh insertion part is fixed to the peripheral part of the telescopic part, a sliding rail is provided on the steel mesh fixed part, the steel mesh insertion part is slidably connected with the steel mesh fixed part through the sliding rail, so that when the telescopic part relatively telescopes relative to the fixed part, the steel mesh insertion part slides relative to the steel mesh fixed part.

[0019] Preferably, the processing system comprises:

[0020] The PLC control cabinet comprises a hydraulic climbing control module, a frame cross-section folding adjustment module, an oil temperature and oil pressure monitoring and over-limit early warning suspension module, a frame stress and deformation monitoring module, an environmental parameter monitoring module, a concrete temperature control module, a positioning and monitoring module, an intelligent maintenance and intelligent material distribution control module, a data recording and storage module; the hydraulic climbing control module is connected with the climbing device; the frame cross-section folding adjustment module is in communication connection with the hydraulic oil cylinder of the telescopic platform beam, and is used for driving the telescopic part to displace relative to the fixed part through the hydraulic oil cylinder; the oil temperature and oil pressure monitoring and over-limit early warning suspension module is arranged on the unit frame body, and is used for monitoring the oil temperature and oil pressure of the unit frame body in real time and early warning suspension when over-limit; the frame stress and deformation monitoring module is arranged on the first fixed frame body and / or the second fixed frame body, and is used for monitoring the stress and deformation of the first fixed frame body and / or the second fixed frame body; the environmental parameter monitoring module is connected with the maintenance system, and is used for monitoring the construction environment in real time; the concrete temperature control module comprises a temperature sensor and a strain sensor, the temperature sensor and the strain sensor are arranged on the concrete construction body, and are used for monitoring the temperature and strain force of the concrete of the concrete construction body; the positioning and monitoring module comprises a positioning base station, a plurality of positioning tags and a plurality of cameras, the positioning base station is in communication connection with the positioning tags, and is used for acquiring positioning information data, the positioning base station and the cameras are arranged on the formwork system, and are used for monitoring the number, distribution position and behavior trajectory of personnel; the intelligent maintenance and intelligent material distribution control module is connected with the maintenance system and the material distribution system, and is used for controlling the maintenance system and the material distribution system; the data recording and storage module is used for storing and recording the climbing data and monitoring data of the tower building platform.

[0021] Preferably, the hydraulic climbing control module comprises a plurality of dual-axis tilt sensors, each two dual-axis tilt sensors are arranged on a peripheral side of the formwork system, one of the two dual-axis tilt sensors is used for measuring the horizontal inclination of the peripheral side of the formwork system, and the other dual-axis tilt sensor is used for measuring the vertical inclination of the peripheral side of the formwork system.

[0022] The frame stress and deformation monitoring module comprises a weight sensor, a stress sensor and an inclination sensor, the weight sensor, the stress sensor and the inclination sensor are installed on the first fixed frame body and / or the second fixed frame body, and are used for monitoring the stress deformation and attitude levelness of the first fixed frame body and / or the second fixed frame body.

[0023] The environmental parameter monitoring module comprises a wind speed and direction instrument, a temperature and humidity sensor and an audible and visual alarm; the wind speed and direction instrument, the temperature and humidity sensor and the audible and visual alarm are installed on the maintenance system.

[0024] The positioning label is provided with an alarm button, and alarm is realized.

[0025] Compared with the prior art, the present application has the following beneficial effects:

[0026] The application provides a multifunctional integrated intelligent tower building platform, which is characterized in that a mold frame system, a maintenance system, a material distribution system and a processing system are arranged, the maintenance system is arranged on the mold frame system and used for maintaining a concrete construction body that has been poured, the material distribution system is arranged in the inner cavity of the concrete construction body surrounded by the mold frame system and used for pouring the concrete construction body, in the mold frame system, a first fixed frame body and a second fixed frame body of an integrated forming structure are arranged, and a plurality of telescopic frame bodies are fixed between the first fixed frame body and the second fixed frame body, so that the stability of the frame body is enhanced, the section of the tower body of the intelligent tower building platform can be adjusted, the frame body needs not to be cut and the track arrangement needs not to be adjusted during the construction process, then the first fixed frame body, the second fixed frame body, the plurality of telescopic frame bodies, a first corner platform beam and a second corner platform beam are combined to form an integrated annular structure with an adjustable section size, which surrounds the periphery of the concrete construction body, so that the integrated annular structure can climb relative to the concrete construction body, in the maintenance system, a maintenance pipeline, a number of controllable atomizing nozzles and a curtain device are arranged on the mold frame, so that the tower column side of the concrete construction body is sprayed under the condition of curtain closure, and the generation of surface shrinkage cracks of the concrete can be effectively prevented, in the material distribution system, the inner cavity frame body platform of the tower column and a number of controllable material distribution machines are arranged in the inner cavity of the concrete construction body surrounded by the mold frame system, and used for pouring the concrete construction body, and the processing system is communicatively connected with the mold frame system, the maintenance system and the material distribution system, so as to realize the automatic intelligent control of the mold frame system, the maintenance system and the material distribution system, the construction efficiency of the cable tower is improved, the construction safety of the cable tower is enhanced, and the quality of the cable tower is improved, and the technical effects of structural integration, functional integration, intelligent operation and information visualization in the construction process are achieved.

[0027] The above description is only a summary of the technical scheme of the application, in order to more clearly understand the technical means of the application, the specific embodiments of the application can be implemented according to the content of the specification, and in order to make the above and other purposes, characteristics and advantages of the application more obvious and easy to understand, the specific embodiments of the application are described below. BRIEF DESCRIPTION OF DRAWINGS

[0028] In order to more clearly illustrate the technical scheme in the embodiments of the present application or the prior art, the drawings needed in the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present application, and those skilled in the art can also obtain other drawings according to these drawings without creating any creative labor.

[0029] Figure 1 The structural schematic diagram of the application is shown in the figure.

[0030] Figure 2Vertical section view of the intelligent tower building platform of the present application;

[0031] Figure 3 Structure view of the tower column inner cavity frame platform of the cloth system of the present application;

[0032] Figure 4 Horizontal section view of the first fixed frame, the second fixed frame and the telescopic frame of the present application;

[0033] Figure 5 Horizontal section view of the intelligent tower building platform of the present application;

[0034] Figure 6 Structure view of the unit frame of the present application;

[0035] Figure 7 Vertical section view of the mold frame system of the present application;

[0036] Figure 8 Section view of the telescopic frame of the present application;

[0037] Figure 9 Section view of the first fixed frame and the second fixed frame of the present application;

[0038] Figure 10 Distribution view of the fixed platform of the present application;

[0039] Figure 11 Distribution view of the fixed platform beam of the first fixed frame and the second fixed frame of the present application;

[0040] Figure 12 Structure view of the telescopic platform beam of the present application;

[0041] Figure 13 Structure view of the first corner platform beam of the present application;

[0042] Figure 14 Structure view of the punched movable steel sheet of the present application;

[0043] Figure 15 Enlarged structure view of the punched movable steel sheet of the present application;

[0044] Figure 16 Three-dimensional angle monitoring view of one peripheral side of the mold frame system of the present application;

[0045] Reference signs:

[0046] 1. formwork system; 11. first fixed frame body; 111. unit frame body; 1111. first unit frame body assembly; 11111. main backrest; 11112. secondary backrest; 11113. upper platform crossbeam; 11114. secondary platform crossbeam; 11115. main platform crossbeam; 11116. first diagonal brace; 11117. first rearward-moving tripod; 11118. formwork; 1112. second unit frame body assembly; 11121. first hydraulic platform jib; 11122. second hydraulic platform jib; 11123. first hoist platform jib; 11124. second hoist platform jib; 11125. hydraulic platform crossbar; 11126. hoist platform crossbar; 11127. second rearward-moving tripod; 11128. second diagonal brace; 11129. climbing device; 1113. connecting seat; 112. fixed platform beam; 1121. first upper fixed platform beam; 1122. second upper fixed platform beam; 1123. middle fixed platform beam; 1124. first lower fixed platform beam; 1125. second lower fixed platform beam; 12. second fixed frame body; 13. telescopic frame body; 131. telescopic platform beam; 1311. fixed part; 13111. open end; 13112. closed end; 13113. slide; 1312. telescopic part; 13121. limiting protrusion; 1313. hydraulic oil cylinder; 13131. driving end; 13132. fixed end; 14. first corner platform beam; 141. first rod body part; 142. first connecting part; 143. second connecting part; 15. second corner platform beam; 3. distribution system; 31. tower column inner cavity frame body platform; 32. numerical control distribution machine; 5. punched fixed steel mesh; 6. punched movable steel mesh; 61. steel mesh insertion part; 62. steel mesh fixing part; 7. concrete construction body DETAILED DESCRIPTION

[0047] The technical solutions in the embodiments of the present specification will be described clearly and completely in combination with the drawings in the embodiments of the present specification. Obviously, the described embodiments are only some of the embodiments of the present specification, not all the embodiments. Based on the embodiments in the present specification, all other embodiments obtained by those skilled in the art belong to the scope of protection of the present application; wherein the keyword "and / or" involved in the present embodiment means and, or both cases, in other words, A and / or B mentioned in the embodiments of the present specification means A and B, A or B, and describes the three states of A and B, such as A and / or B, which means only including A and not including B; only including B and not including A; including A and B.

[0048] Meanwhile, in the embodiments of the present specification, when one component is considered to be "connected" to another component, it can be directly connected to the other component or a middle component can be further present. When one component is considered to be "provided on" another component, it can be directly provided on the other component or a middle component can be further present.

[0049] The present application is described in greater detail by the specific working examples below, and other advantages and effects of the present application that can be easily understood by those skilled in the art from the present specification. The present application can also be implemented or applied by other different specific embodiments, and various modifications or changes can be made to the details in the present specification based on different views and applications without departing from the spirit of the present application.

[0050] It should be noted that, in order to make the present specification more detailed, so that those skilled in the art can more clearly and clearly understand the present specification, and then support the technical problems to be solved by the present specification and the corresponding technical effects that can be achieved, before introducing the present specification, it needs to be supplemented that:

[0051] Embodiment one

[0052] Please refer to Figures 1-16 , specifically, in the embodiment of the multifunctional integrated intelligent tower building platform, the tower building platform comprises:

[0053] The formwork system 1 comprises a first fixed frame body 11, a second fixed frame body 12, a plurality of telescopic frame bodies 13, a first corner platform beam 14 and a second corner platform beam 15; the first fixed frame body 11 and the second fixed frame body 12 are integrally formed, one side of the first fixed frame body 11 and the plurality of telescopic frame bodies 13 are fixedly connected through the first corner platform beam 14, the other side of the second fixed frame body 12 and the telescopic frame bodies 13 are fixedly connected through the second corner platform beam 15, so that the first fixed frame body 11, the second fixed frame body 12, the plurality of telescopic frame bodies 13, the first corner platform beam 14 and the second corner platform beam 15 form an integrated annular structure with a hollow interior, the integrated annular structure is arranged around the periphery of the concrete construction body 7, and the first fixed frame body 11 and the second fixed frame body 12 can be telescoped in the horizontal direction through the plurality of telescopic frame bodies 13;

[0054] The maintenance system comprises a maintenance pipeline, a plurality of numerical control atomizing nozzles and a curtain drawing device, the maintenance pipeline is arranged on the inner side of the formwork system 1; the numerical control atomizing nozzles are arranged on the maintenance pipeline; the curtain drawing device is fixed on the formwork system 1, and is used for providing jetting maintenance under the condition of curtain closure;

[0055] The material distribution system 3 comprises a tower inner cavity frame platform 31 arranged in the inner cavity of the concrete construction body 7 and a numerical control material distribution machine 32 arranged on the tower inner cavity frame platform 31.

[0056] The processing system is in communication connection with the formwork system 1, the curing system and the material distribution system 3 respectively to control the formwork system 1, the curing system and the material distribution system 3.

[0057] In the embodiment, the formwork system 1, the curing system, the material distribution system 3 and the processing system are arranged, the curing system is arranged on the formwork system 1 to cure the concrete construction body 7 that has been poured, the material distribution system 3 is arranged in the inner cavity of the concrete construction body 7 surrounded by the formwork system 1 to pour the concrete construction body 7; in the formwork system 1, the first fixed frame 11 and the second fixed frame 12 of the integrated forming structure are arranged, and the plurality of telescopic frames 13 are fixed between the first fixed frame 11 and the second fixed frame 12, which can realize the section adjustment of the tower body section of the intelligent tower construction platform while enhancing the stability of the frame, avoid the need for cutting the frame and adjusting the track arrangement during the construction process, then the first fixed frame 11, the second fixed frame 12, the plurality of telescopic frames 13, the first corner platform beam 14 and the second corner platform beam 15 form an integrated ring structure with adjustable section size surrounding the periphery of the concrete construction body 7, so that the integrated structure can climb integrally relative to the concrete construction body 7; in the curing system, the curing pipeline, the numerical control atomizing nozzle and the downward curtain device are arranged on the formwork to spray and grow the tower column side surface of the concrete construction body 7 under the condition of curtain closure, which can effectively prevent the generation of concrete surface shrinkage cracks; in the material distribution system 3, the tower inner cavity frame platform 31 and the numerical control material distribution machine 32 are arranged in the inner cavity of the concrete construction body 7 surrounded by the formwork system 1 to pour the material into the concrete construction body 7; the processing system is in communication connection with the formwork system 1, the curing system and the material distribution system 3 respectively to realize the automatic intelligent control of the formwork system 1, the curing system and the material distribution system 3, through the automation, intelligentization and wisdom technology and management means, the cable tower construction efficiency is improved, the cable tower construction safety is enhanced, and the cable tower quality is improved, which achieves the technical effects of structural integration, functional integration, operation intelligentization and information visualization in the construction process.

[0058] In one possible implementation, the first corner platform beam 14 is formed by connecting a plurality of first connecting rods with end pins to form a first zigzag structure; the first zigzag structure includes: a first rod body 141, a first connecting part 142, and a second connecting part 143, one end of the first rod body 141 is connected to the first fixed frame 11 through the first connecting part 142, and the other end of the first rod body 141 is connected to one side of the telescopic frame 13 through the second connecting part 143; and / or, the second corner platform beam 15 is formed by connecting a plurality of second connecting rods with end pins to form a second zigzag structure; the second zigzag structure includes a second rod body, a third connecting part, and a fourth connecting part, one end of the second rod body is connected to the second fixed frame 12 through the third connecting part, and the other end of the second rod body is connected to the other side of the telescopic frame 13 through the fourth connecting part.

[0059] Specifically, since concrete structures are often square three-dimensional structures during actual construction, when setting up a formwork system around this square three-dimensional structure, in order to ensure reasonable bending at the corners of the square three-dimensional structure and to allow the formwork system to achieve stable contraction relative to the square three-dimensional structure, this embodiment can use several first connecting rods connected by pins at both ends to form a first corner platform beam 14 with a zigzag structure, i.e., a first zigzag structure. This first zigzag structure allows the formwork system to gradually bend from one side of the concrete structure to the other, achieving the beneficial effect of "transitional bending" and avoiding direct rigid bending. For example, as... Figure 13 As shown, three first connecting rods are connected end-to-end to form a first corner platform beam 14 with a first zigzag structure of different lengths and shapes, and three second connecting rods are connected end-to-end to form a second corner platform beam 15 with a second zigzag structure of different lengths and shapes. It is precisely because any two adjacent first connecting rods and any two adjacent second connecting rods are connected end-to-end and distributed in the form of obtuse or acute angles, rather than perpendicularly, that a first zigzag structure and a second zigzag structure with a "transitional bending" structure are formed. This allows for adjustment of the length of the first corner platform beam 14 and / or the second corner platform beam 15 within a certain range while ensuring the overall connection rigidity. This enables the first fixed frame 11, the second fixed frame 12, and the telescopic frame 13 to be connected by the first corner platform beam 14 and / or the second corner platform beam 15 to form an integrated ring structure with different cross-sectional shapes, which is used to meet the construction requirements of different tower column shapes.

[0060] In one possible implementation, the first fixed frame 11 and / or the second fixed frame 12 are both integral structures formed by splicing several unit frames 111 together with several fixed platform beams 112. The fixed platform beams 112 are fixedly connected to one end of the first rod part 141 through the first connecting part 142, and / or the fixed platform beams 112 are fixedly connected to one end of the second rod part through the third connecting part.

[0061] The unit frame 111 includes: a first unit frame assembly 1111, a second unit frame assembly 1112, and a plurality of connecting seats 1113; the first unit frame assembly 1111 is fixedly connected to the second unit frame assembly 1112 through the plurality of connecting seats 1113;

[0062] The plurality of fixed platform beams 112 include a first upper fixed platform beam 1121, a second upper fixed platform beam 1122, a middle fixed platform beam 1123, a first lower fixed platform beam 1124, and a second lower fixed platform beam 1125; wherein, the top portion of each first unit frame assembly 1111 is fixed to the first upper fixed platform beam 1121, the middle portion of each first unit frame assembly 1111 is fixed to the second upper fixed platform beam 1122, and the connection portion between each first unit frame assembly 1111 and the corresponding second unit frame assembly 1112 is fixed to the middle fixed platform beam 1123. The middle part of a second unit frame assembly 1112 is fixed to the first lower fixed platform beam 1124, and the bottom part of each second unit frame assembly 1112 is fixed to the second lower fixed platform beam 1125. The first upper fixed platform beam 1121, the second upper fixed platform beam 1122, the middle fixed platform beam 1123, the first lower fixed platform beam 1124, and the second lower fixed platform beam 1125 are distributed in five parallel layers from top to bottom in the vertical direction. Between any two adjacent unit frames 111, there are five parallel fixed platform beams 112 distributed in five layers from top to bottom in the vertical direction.

[0063] Those skilled in the art will understand that by fixing the platform beams 112 to the unit frame 111, the overall stability of the frame can be improved. Furthermore, by setting five parallel fixed platform beams 112 arranged vertically from top to bottom between any two adjacent unit frame 111, five planes can be formed for construction personnel to use, thereby achieving the technical effect of improving construction efficiency.

[0064] In order to realize the sectional area adjustment of the integrated structure, in a possible implementation, each of the telescopic frame bodies 13 is integrated by a plurality of unit frame bodies 111 through a plurality of telescopic platform beams 131; a plurality of the telescopic frame bodies 13 are symmetrically arranged between the first fixed frame body 11 and the second fixed frame body 12; the telescopic platform beam 131 is fixedly connected with the other end of the first rod body 141 through the second connecting part 143, and / or the telescopic platform beam 131 is fixedly connected with the other end of the second rod body through the fourth connecting part; the unit frame body 111 comprises a first unit frame body assembly 1111, a second unit frame body assembly 1112 and a plurality of connecting seats 1113; the first unit frame body assembly 1111 is fixedly connected with the second unit frame body assembly 1112 through a plurality of the connecting seats 1113; any two adjacent unit frame bodies 111 are distributed with the telescopic platform beams 131 which are vertically distributed in five layers from top to bottom.

[0065] In a possible implementation, the telescopic platform beam 131 comprises a fixed part 1311, a telescopic part 1312 and a hydraulic oil cylinder 1313; the fixed part 1311 and the telescopic part 1312 are in the shape of a long rod; the fixed part 1311 is internally provided with a cavity which can accommodate the telescopic part 1312; the fixed part 1311 is provided with an open end 13111 and a closed end 13112; the inner side wall of the fixed part 1311 is provided with a plurality of parallel sliding grooves 13113 along the direction from the open end 13111 to the closed end 13112; the side wall of the telescopic part 1312 is provided with a limiting protrusion 13121 which is matched with the sliding groove 13113; the hydraulic oil cylinder 1313 comprises a fixed end 13132 and a driving end 13131; the hydraulic oil cylinder 1313 is fixed to the closed end 13112 of the fixed part 1311 through the fixed end 13132; one end of the telescopic part 1312 is fixedly connected with the driving end 13131 of the hydraulic oil cylinder 1313 through the open end 13111; the hydraulic oil cylinder 1313 is in communication connection with the processing system, so as to control the driving end 13131 of the hydraulic oil cylinder 1313 through the processing system, drive the telescopic part to slide in the cavity of the fixed part 1311, and limit the rotation of the telescopic part by the clamping of the limiting protrusion 13121 and the sliding groove 13113 during the sliding process; the other end of the telescopic part 1312 is fixedly connected with the other end of the first rod body 141 through the second connecting part 143, and / or the other end of the telescopic part 1312 is fixedly connected with the other end of the second rod body through the fourth connecting part, so as to realize the sectional area adjustment of the integrated structure.

[0066] Specifically, since the buildings to be built often have certain shape changes in order to have aesthetic appearance, the size of the concrete construction body in the horizontal section of the building in the actual construction process is often not uniform, so the size of the formwork system in the horizontal section needs to be adjusted according to the actual construction requirements, such as Figure 5 、 Figure 12 As shown in the drawings, the embodiment sets the telescopic platform beam 131 in the formwork system, and sets the telescopic platform beam 131 as a platform beam structure with telescopic function composed of a fixing part 1311, a telescopic part 1312 and a hydraulic oil cylinder 1313. The fixing part 1311 and the telescopic part 1312 are connected by sliding through the limiting protrusion 13121 of the telescopic part 1312 and the slide 13113 of the fixing part 1311. The hydraulic oil cylinder 1313 is fixedly connected with the telescopic part 1312 through the driving end 13131 to provide driving force. The driving end 13131 of the hydraulic oil cylinder 1313 is controlled by the processing system to drive the telescopic part 1312 of the telescopic platform beam 131 to telescope relative to the fixing part 1311, and the displacement of the telescopic part 1312 is controlled by the size of the driving force, so as to drive the relative telescopic movement between the first fixed frame body 11 and the second fixed frame body 12 by a certain displacement, so as to achieve the technical effect that the telescopic part 1312 can be adjusted in displacement in real time according to the size requirements when the size of the horizontal section of the formwork system needs to be adjusted in order to match concrete construction bodies of different sizes, and the universality of the formwork system applied to other engineering buildings is improved.

[0067] In a possible implementation, the first unit frame body assembly 1111 comprises a main backrest 11111, a secondary backrest 11112, an upper platform crossbeam 11113, a secondary platform crossbeam 11114, a main platform crossbeam 11115, a plurality of first inclined braces 11116, a first rear-moving tripod 11117, and a formwork 11118, the first unit frame body assembly 1111 is fixedly connected with the first upper fixed platform beam 1121 through the upper platform crossbeam 11113, one end of the upper platform crossbeam 11113 is fixed to the top of the main backrest 11111, the other end of the upper platform crossbeam 11113 is fixed to the top of the secondary backrest 11112, the first unit frame body assembly 1111 is fixedly connected with the second upper fixed platform beam 1122 through the secondary platform crossbeam 11114, one end of the secondary platform crossbeam 11114 is fixed to the middle of the main backrest 11111, the other end of the secondary platform crossbeam 11114 is fixed to the middle of the secondary backrest 11112, the first unit frame body assembly 1111 is fixedly connected with the middle fixed platform beam 1123 through the main platform crossbeam 11115, one end of the main platform crossbeam 11115 is fixed to the bottom of the main backrest 11111, the other end of the main platform crossbeam 11115 is fixed to the bottom of the secondary backrest 11112, the main platform crossbeam 11115 is fixed to the connecting seat 1113, a plurality of first inclined braces 11116 are arranged between the main backrest 11111 and the secondary backrest 11112, for relative fixation between the main backrest 11111 and the secondary backrest 11112, one straight angle side of the first rear-moving tripod is fixed on the main platform crossbeam, the other straight angle side of the first rear-moving tripod is fixedly connected with the formwork 11118, and the formwork 11118 is used for pouring concrete.

[0068] In a possible implementation, the second unit frame assembly 1112 comprises a first hydraulic platform jib 11121, a second hydraulic platform jib 11122, a first hoist platform jib 11123, a second hoist platform jib 11124, a hydraulic platform crossbar 11125, a hoist platform crossbar 11126, a second rear-moving triangular frame 11127, a plurality of second diagonal braces 11128, and a climbing device 11129. One of the right angles of the second rear-moving triangular frame 11127 is fixedly connected with the main platform crossbeam 11115 through the connecting seat 1113, and the acute end of the right angle is close to the side of the main back rail 11111 and is vertically connected with one end of the first hydraulic platform jib 11121. The other end of the first hydraulic platform jib 11121 is vertically connected with one end of the hydraulic platform crossbar 11125, and the other end of the hydraulic platform crossbar 11125 is connected with one end of the second hydraulic platform jib 11122. The first hydraulic platform jib 11121, the hydraulic platform crossbar 11125, the second hydraulic platform jib 11122, and the second rear-moving triangular frame 11127 are fixedly connected to form a closed quadrilateral structure. The other right angle of the second rear-moving triangular frame is fixedly connected with the climbing device 11129, and the climbing device 11129 is in communication connection with the processing system to control the climbing device 11129 to climb through the processing system. One end of the first hoist platform jib 11123 is vertically fixed on the hydraulic platform crossbar 11125, the other end of the first hoist platform jib is vertically connected with one end of the hoist platform crossbar 11126, the other end of the hoist platform crossbar 11126 is vertically connected with one end of the second hoist platform jib 11124, and the other end of the second hoist platform jib 11124 is vertically fixed on the hydraulic platform crossbar 11125. A plurality of second diagonal braces 11128 are arranged between the first hydraulic platform jib 11121 and the second hydraulic platform jib 11122 to relatively fix the first hydraulic platform jib 11121 and the second hydraulic platform jib 11122.

[0069] Those skilled in the art can understand that the unit frame 111 is provided as the first unit frame assembly 1111 and the second unit frame assembly 1112. The first unit frame assembly 1111 is arranged at the pouring position of the concrete construction body 7 to pour and construct the concrete construction body 7, and the second unit frame assembly 1112 is arranged around the periphery of the poured concrete construction body 7 to realize the overall fixation and driving climbing of the frame body and the maintenance of the poured concrete construction body 7.

[0070] Specifically, one implementation manner of the embodiment is that the three unit frame bodies 111 are fixedly connected with the first upper fixed platform beam 1121, the second upper fixed platform beam 1122, the middle fixed platform beam 1123, the first lower fixed platform beam 1124 and the second lower fixed platform beam 1125 to form the first fixed frame body 11. Similarly, the three unit frame bodies 111 are fixedly connected with the first upper fixed platform beam 1121, the second upper fixed platform beam 1122, the middle fixed platform beam 1123, the first lower fixed platform beam 1124 and the second lower fixed platform beam 1125 to form the second fixed frame body 12. The five unit frame bodies 111 are fixedly connected with the telescopic platform beam 131 to form the telescopic frame body 13. The first fixed frame body 11, the second fixed frame body 12 and the telescopic frame body 13 are fixedly connected by the first corner platform beam 14 and the second corner platform beam 15 to form an integrated annular frame body structure, so as to improve the integrity and stability of the frame body. The first upper fixed platform beam 1121 is fixedly connected with the upper platform cross beam 11113 in the unit frame body 111 to form an upper platform plane. The second upper fixed platform beam 1122 is fixedly connected with the secondary platform cross beam 11114 in the unit frame body 111 to form a secondary platform plane. The middle fixed platform beam 1123 is fixedly connected with the main platform cross beam 11115 in the unit frame body 111 to form a main platform plane. The first lower fixed platform beam 1124 is fixedly connected with the hydraulic platform cross rod 11125 in the unit frame body 111 to form a hydraulic platform plane. The second lower fixed platform beam 1125 is fixedly connected with the hanging platform cross rod 11126 in the unit frame body 111 to form a hanging platform plane. Steel jumping plates are laid on the upper platform plane, the secondary platform plane, the main platform plane, the hydraulic platform plane and the hanging platform plane, so as to reduce the gaps of the platforms and improve the work efficiency.

[0071] For the maintenance system, the pull-down curtain device can be designed and assisted by the magic tape device to ensure the effectiveness of the enclosure under high-altitude strong wind. Another implementation manner of the maintenance system is to set up a spraying device at a suitable position of the formwork system 1. The spraying device includes a support, an atomizing nozzle, a baffle, a water outlet pipe and a temperature and humidity probe. In the actual construction process, before pouring concrete, the current area needing to pour concrete is enclosed by the formwork. After the formwork system 3 pours concrete into the area enclosed by the formwork, the poured concrete needs to be maintained. At this time, the formwork 11118 is disassembled to complete the stripping. When the stripping action occurs, the nozzle and the baffle are manually extended to the position between the formwork 11118 and the concrete surface to perform the humidification and maintenance operation on the site concrete surface. The spraying amount can be adjusted according to the temperature and humidity change per unit time of the maintenance surface.

[0072] In a possible implementation, the first fixed frame body 11 and the second fixed frame body 12 are provided with punched fixed steel mesh 5, the telescopic frame body 13 is provided with punched movable steel mesh 6, the punched fixed steel mesh 5 and the punched movable steel mesh 6 are distributed around the periphery of the mold frame system 1;

[0073] The punched movable steel mesh 6 includes a steel mesh insertion part 61 and a steel mesh fixing part 62, the steel mesh fixing part 62 is fixed to the peripheral part of the fixed part 1311, the steel mesh insertion part 61 is fixed to the peripheral part of the telescopic part 1312, a slide rail is provided on the steel mesh fixing part 62, the steel mesh insertion part 61 is slidably connected with the steel mesh fixing part 62 through the slide rail, so that when the telescopic part 1312 relatively telescopes with respect to the fixed part 1311, the steel mesh insertion part 61 slides with respect to the steel mesh fixing part 62.

[0074] Those skilled in the art can understand that the punched fixed steel mesh 5 is arranged on the periphery of the first fixed frame body 11 and the second fixed frame body 12, and the punched movable steel mesh 6 is arranged on the periphery of the telescopic frame body 13, which can comprehensively improve the safety, windproofness and aesthetics of the mold frame. The punched movable steel mesh 6 is provided with the steel mesh insertion part 61 and the steel mesh fixing part 62, the steel mesh fixing part 62 is fixed to the peripheral part of the fixed part 1311 of the telescopic platform beam 131, and the steel mesh insertion part 61 is fixed to the peripheral part of the telescopic part 1312 of the telescopic platform beam 131, so that when the telescopic frame body 13 of the mold frame system 1 is contracted under the control of the processing system, the telescopic part 1312 of the telescopic frame body 13 passes through the inside of the fixed part 1311 through the slide 13113, at this time, the steel mesh insertion part 61 on the periphery of the telescopic part 1312 slides with respect to the steel mesh fixing part 62 along the contraction direction through the slide rail provided on the steel mesh fixing part 62 and the steel mesh fixing part 62, so that the steel mesh on the periphery of the telescopic frame body 13 does not need to be manually removed when the cross section is telescoped.

[0075] In a possible implementation, the processing system comprises: a PLC control cabinet, the PLC control cabinet comprising a hydraulic climbing control module, a frame section folding adjustment module, an oil temperature and oil pressure monitoring and overrun early warning suspension module, a frame stress and deformation monitoring module, an environmental parameter monitoring module, a concrete temperature control module, a positioning and monitoring module, an intelligent maintenance and intelligent material distribution control module, a data recording and storage module; the hydraulic climbing control module is connected with the climbing device 11129; the frame section folding adjustment module is in communication connection with the hydraulic oil cylinder of the telescopic platform beam, for driving the telescopic part to displace relative to the fixed part through the hydraulic oil cylinder; the oil temperature and oil pressure monitoring and overrun early warning suspension module is arranged on the unit frame body 111, for monitoring the oil temperature and oil pressure of the unit frame body 111 in real time and warning suspension when overrun; the frame stress and deformation monitoring module is arranged on the first fixed frame body 11 and / or the second fixed frame body 12, for monitoring the stress and deformation of the first fixed frame body 11 and / or the second fixed frame body 12; the environmental parameter monitoring module is connected with the maintenance system, for monitoring the construction environment in real time; the concrete temperature control module comprises a temperature sensor and a strain sensor, the temperature sensor and the strain sensor are arranged on the concrete construction body 7, for monitoring the temperature and strain force of the concrete of the concrete construction body 7; the positioning and monitoring module comprises a positioning base station, a plurality of positioning tags and a plurality of cameras, the positioning base station is in communication connection with the positioning tags, for acquiring positioning information data, the positioning base station and the cameras are arranged on the formwork system 1, for monitoring the number, distribution position and behavior trajectory of personnel; the intelligent maintenance and intelligent material distribution control module is connected with the maintenance system and the material distribution system 3, for controlling the maintenance system and the material distribution system 3; the data recording and storage module is used for storing and recording the climbing data and monitoring data of the tower building platform.

[0076] Specifically, by setting multiple intelligent functions and monitoring modules in the processing system, i.e., a hydraulic climbing control module, a frame section contraction adjustment module, an oil temperature and oil pressure monitoring and overrun early warning suspension module, a frame stress and deformation monitoring module, an environmental parameter monitoring module, a concrete temperature control module, a positioning and monitoring module, an intelligent maintenance and intelligent material distribution control module, and a data recording and storage module, and integrating the above multiple intelligent functions and monitoring modules into a unified system platform, remote real-time and visual control and monitoring of the client, mobile phone and project monitoring center can be realized, and personnel operation can be reduced through intelligent control of the processing system to ensure construction safety; the hydraulic climbing control module is connected with the climbing device 11129, and automatic overall climbing operation of the integrated formwork system 1 is realized by controlling the climbing of the climbing device 11129, and the climbing efficiency and accuracy can be significantly improved by setting an automatic deviation correction device; the frame section contraction adjustment module is communicatively connected with the hydraulic oil cylinder of the telescopic platform beam to control the contraction and expansion of the hydraulic oil cylinder driving the telescopic member relative to the fixed member, the overall adjustment of the section of the integrated ring structure is realized to adapt to the construction of tower columns with different section sizes; the oil temperature and oil pressure monitoring and overrun early warning suspension module is arranged on the unit frame body 111 to monitor the oil temperature and oil pressure of the unit frame body 111 in real time, and if the oil temperature and oil pressure overrun during the climbing process, early warning and suspension of climbing are performed to improve the safety of the hydraulic system; the frame stress and deformation monitoring module is arranged on the first fixed frame body 11 and / or the second fixed frame body 12 to realize stress and deformation monitoring of the frame body and ensure the safety of the frame body under stress; the environmental parameter monitoring module is connected with the maintenance system, corresponding adjustment control of the maintenance system is performed according to the real-time monitored construction environmental parameters, the maintenance water can be reduced, and the maintenance water is prevented from polluting the already poured segment below to ensure proper concrete maintenance; temperature sensors and strain sensors are arranged at representative positions of the tower column concrete to monitor the real-time temperature, internal and external temperature difference, temperature field and strain trend of the tower column concrete, and cooperate with the maintenance module to improve the quality of the cable tower concrete; a positioning base station and a positioning tag are arranged in the positioning and monitoring module, the positioning base station and the positioning tag are communicatively connected, and each positioning tag is bound with the information of a construction personnel or an outsourcing personnel, any construction personnel or outsourcing personnel entering the construction site wears a positioning tag corresponding to the personnel's identity information, and through continuous ranging between the positioning tag and the positioning device, real-time positioning, position tracking and historical trajectory inquiry of the personnel entering the construction site can be realized to achieve the technical effects of real-time monitoring of the number, distribution position and behavior trajectory of the personnel; the intelligent maintenance and intelligent material distribution control module is set to provide functions of viewing, parameter setting, intelligent control and manual mode switching of the maintenance and material distribution information on each client; the data recording and storage module is set to record, store, export and analyze the climbing data and monitoring data during the tower building platform construction process, and visual display is provided.

[0077] In a possible implementation, the hydraulic climbing control module comprises a plurality of dual-axis tilt sensors, two dual-axis tilt sensors are arranged on each peripheral side of the formwork system 1, one of the two dual-axis tilt sensors is used to measure the horizontal tilt angle of the peripheral side of the formwork system 1, and the other dual-axis tilt sensor is used to measure the vertical tilt angle of the peripheral side of the formwork system 1.

[0078] The frame stress and deformation monitoring module comprises a weight sensor, a stress sensor and a tilt sensor, the weight sensor, the stress sensor and the tilt sensor are installed on the first fixed frame body 11 and / or the second fixed frame body 12, and are used to monitor the stress deformation and attitude levelness of the first fixed frame body 11 and / or the second fixed frame body 12.

[0079] The environmental parameter monitoring module comprises a wind speed and direction instrument, a temperature and humidity sensor and an audible and visual alarm; the wind speed and direction instrument, the temperature and humidity sensor and the audible and visual alarm are installed on the maintenance system.

[0080] The positioning tag is provided with an alarm button for realizing alarm.

[0081] Specifically, two dual-axis tilt sensors are installed on each peripheral side of the formwork system 1, two dual-axis tilt sensors are arranged on each side of the formwork system 1 periphery, one measures the horizontal tilt angle, and one measures the vertical tilt angle, since the dual-axis sensor is selected, although only two sensors are arranged, but the actual measured angles are z, y and x, y (two sensors are arranged at the same point), as shown in FIG. 2. Figure 16 The y-axis coordinate of one of the sensors is displayed, and the three-dimensional angle of the tower body is obtained.

[0082] The stress and deformation of the frame body can be monitored by arranging the weight sensor and the stress sensor at the key stress position of the frame body, the stress safety of the frame body is ensured through the over-limit early warning, the levelness of the frame platform is monitored by arranging the tilt sensor, and the imbalance of the frame attitude is strictly prevented. In a possible implementation, the weight sensor can be replaced by the original shaft pin on the load-bearing beam when applied, so as to realize the weight monitoring and unbalanced load monitoring of the frame body.

[0083] The skilled in the art can understand that by setting the wind speed and direction instrument, the temperature and humidity sensor and the sound and light alarm on the formwork system 1, the wind speed, the wind direction, the air temperature, the environmental humidity and the concrete surface humidity of the environment where the concrete construction body 7 is located can be monitored by the wind speed and direction instrument and the temperature and humidity sensor, and the sound and light alarm is set with alarm values for the wind speed, the wind direction, the temperature and humidity, etc. When the monitored wind speed, the wind direction, the temperature and humidity exceed the set alarm values, the sound and light alarm automatically alarms to remind the construction personnel, so as to achieve the purposes of automatic monitoring of the environment, automatic alarm and guidance of the construction operation.

[0084] By setting the alarm button on the positioning tag, after the construction workers and the external personnel carrying the positioning tag binding the personnel information enter the construction site, the personnel tracking and real-time positioning can be performed through the positioning tag. When the personnel entering the construction site encounter an emergency situation or a safety accident, the on-site personnel can press the alarm button on the positioning tag to quickly and safely alarm.

[0085] The embodiment can adapt to the construction and building of various cross sections and slope tower columns, and has a prominent advantage in the cable-stayed tower with a large inclination angle such as the diamond-shaped, the vase-shaped and the inverted Y-shaped tower column. Through the automation, the intelligentization and the wisdom technology and management means, the construction efficiency of the cable-stayed tower is improved, the construction safety of the cable-stayed tower is enhanced, and the quality of the cable-stayed tower is improved.

[0086] It should be noted that the structures, proportions, sizes, etc. shown in the drawings attached to the present specification are only used to cooperate with the content disclosed in the specification, to be understood and read by those skilled in the art, and do not have technical significance to limit the implementation of the present application. Any modification of the structure, change of the proportional relationship or adjustment of the size, without affecting the effects and purposes that can be achieved by the present application, should still fall within the scope covered by the disclosed technical content of the present application. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" in the present specification are only for the convenience of clear description, and are not used to limit the scope of the present application. The change or adjustment of the relative relationship, without substantially changing the technical content, is also considered as the implementation of the present application.

[0087] The above is only a preferred embodiment of the present application, and does not limit the present application in any form. Although the present application has been disclosed as above with the preferred embodiment, it is not intended to limit the present application. Any skilled person in the art can make some changes or modifications to the above disclosed technical content without departing from the scope of the technical solution of the present application, to obtain equivalent embodiments with equivalent changes, but as long as it does not depart from the content of the technical solution of the present application, any simple modification, equivalent change and modification of the above embodiments according to the technical essence of the present application, still falls within the scope of the technical solution of the present application.

Claims

1. A multifunctional integrated intelligent tower-building platform, characterized in that... The tower-building platform includes: The formwork system (1) includes a first fixed frame (11), a second fixed frame (12), several telescopic frames (13), a first corner platform beam (14), and a second corner platform beam (15). The first fixed frame (11) and the second fixed frame (12) are integrally molded. One side of the first fixed frame (11) and the several telescopic frames (13) is fixedly connected by the first corner platform beam (14). The other side of the second fixed frame (12) and the telescopic frames (13) are fixedly connected by the first corner platform beam (14). One side is fixedly connected by the second corner platform beam (15), so that the first fixed frame (11), the second fixed frame (12), the plurality of telescopic frames (13), the first corner platform beam (14) and the second corner platform beam (15) together form an integrated ring structure with a hollow interior. The integrated ring structure surrounds the periphery of the concrete construction body (7). The first fixed frame (11) and the second fixed frame (12) can extend and retract relative to each other in the horizontal direction through the plurality of telescopic frames (13). The curing system includes curing pipes, several CNC atomizing nozzles, and a pull-down curtain device. The curing pipes are arranged inside the mold frame system (1). The CNC atomizing nozzles are installed on the curing pipes. The pull-down curtain device is fixed to the mold frame system (1) and is used to provide spray curing under curtain closure conditions. The concrete placement system (3) includes a tower column inner cavity frame platform (31) and a CNC concrete placement machine (32). The tower column inner cavity frame platform (31) is located in the inner cavity of the concrete construction body (7). The CNC concrete placement machine (32) is placed on the tower column inner cavity frame platform (31). The processing system is communicatively connected to the mold frame system (1), the curing system, and the fabric laying system (3) to control the mold frame system (1), the curing system, and the fabric laying system (3); The first corner platform beam (14) is formed by connecting several first connecting rods with pins at both ends to form a first zigzag structure; the first zigzag structure includes: a first rod body (141), a first connecting part (142), and a second connecting part (143). One end of the first rod body (141) is connected to the first fixed frame (11) through the first connecting part (142), and the other end of the first rod body (141) is connected to one side of the telescopic frame (13) through the second connecting part (143). The second corner platform beam (15) is formed by connecting several second connecting rods with pins at both ends to form a second zigzag structure; the second zigzag structure includes a second rod body, a third connecting part and a fourth connecting part, one end of the second rod body is connected to the second fixed frame (12) through the third connecting part, and the other end of the second rod body is connected to the other side of the telescopic frame (13) through the fourth connecting part; Each of the telescopic frames (13) is an integrated structure formed by splicing several unit frames (111) together with several telescopic platform beams (131); several telescopic frames (13) are symmetrically arranged between the first fixed frame (11) and the second fixed frame (12); the telescopic platform beam (131) is fixedly connected to the other end of the first rod part (141) through the second connecting part (143), and the telescopic platform beam (131) is connected to the second rod part through the fourth connecting part. The other end of the part is fixedly connected; the unit frame (111) includes: a first unit frame assembly (1111), a second unit frame assembly (1112) and a plurality of connecting seats (1113); the first unit frame assembly (1111) is fixedly connected to the second unit frame assembly (1112) through the plurality of connecting seats (1113); between any two adjacent unit frames (111), there are five parallel telescopic platform beams (131) arranged vertically from top to bottom. The telescopic platform beam (131) includes a fixing member (1311), a telescopic member (1312), and a hydraulic cylinder (1313). The fixing member (1311) and the telescopic member (1312) are long rods. The fixing member (1311) has a cavity inside, which can accommodate the telescopic member (1312). The fixing member (1311) is provided with an open end (13111) and a closed end (13112). The inner sidewall of the telescopic member (1312) is provided with a plurality of parallel sliding tracks (13113) along the direction from the open end (13111) to the closed end (13112). The sidewall of the telescopic member (1312) is provided with a limiting protrusion (13121) that matches the sliding track (13113). The hydraulic cylinder (1313) includes a fixed end (13132) and a driving end (13131). The hydraulic cylinder (1313) is driven by the fixed end (13132). 2) Fixed to the closed end (13112) of the fixing member (1311), one end of the telescopic member (1312) passes through the open end (13111) and is fixedly connected to the driving end (13131) of the hydraulic cylinder (1313). The hydraulic cylinder (1313) is communicatively connected to the processing system so as to control the driving end (13131) of the hydraulic cylinder (1313) through the processing system to drive the telescopic member to slide in the cavity of the fixing member (1311). During the sliding process, the limiting protrusion (13121) engages with the slide rail (13113) to restrict the rotation of the telescopic member. The other end of the telescopic member (1312) is fixedly connected to the other end of the first rod part (141) through the second connecting part (143), and / or the other end of the telescopic member (1312) is fixedly connected to the other end of the second rod part through the fourth connecting part.

2. The multifunctional integrated intelligent tower-building platform as described in claim 1, characterized in that... : The first fixed frame (11) and / or the second fixed frame (12) are both integral structures spliced ​​together by several unit frames (111) through several fixed platform beams (112). The fixed platform beam is fixedly connected to one end of the first rod part (141) through the first connecting part (142), and / or the fixed platform beam is fixedly connected to one end of the second rod part through the third connecting part. The unit frame (111) includes: a first unit frame assembly (1111), a second unit frame assembly (1112), and a plurality of connecting seats (1113); the first unit frame assembly (1111) is fixedly connected to the second unit frame assembly (1112) through the plurality of connecting seats (1113); The plurality of fixed platform beams (112) include a first upper fixed platform beam (1121), a second upper fixed platform beam (1122), a middle fixed platform beam (1123), a first lower fixed platform beam (1124), and a second lower fixed platform beam (1125); wherein, the top portion of each first unit frame assembly (1111) is fixed to the first upper fixed platform beam (1121), the middle portion of each first unit frame assembly (1111) is fixed to the second upper fixed platform beam (1122), and the connection portion between each first unit frame assembly (1111) and the corresponding second unit frame assembly (1112) is fixed to the middle fixed platform beam (1123). The middle part of each second unit frame assembly (1112) is fixed to the first lower fixed platform beam (1124), and the bottom part of each second unit frame assembly (1112) is fixed to the second lower fixed platform beam (1125). The first upper fixed platform beam (1121), the second upper fixed platform beam (1122), the middle fixed platform beam (1123), the first lower fixed platform beam (1124), and the second lower fixed platform beam (1125) are distributed in five parallel layers from top to bottom in the vertical direction. Between any two adjacent unit frames (111), there are five parallel fixed platform beams (112) distributed in five layers from top to bottom in the vertical direction.

3. The multifunctional integrated intelligent tower-building platform as described in claim 2, characterized in that... : The first unit frame assembly (1111) includes a main back beam (11111), a secondary back beam (11112), an upper platform crossbeam (11113), a secondary platform crossbeam (11114), a main platform crossbeam (11115), several first diagonal braces (11116), a first rearward-moving triangular frame (11117), and a template (11118). The first unit frame assembly (1111) is fixedly connected to the first upper fixed platform beam (1121) through the upper platform crossbeam (11113). Next, one end of the upper platform crossbeam (11113) is fixed to the top of the main back rib (11111), and the other end of the upper platform crossbeam (11113) is fixed to the top of the secondary back rib (11112). The first unit frame assembly (1111) is fixedly connected to the second upper fixed platform beam (1122) through the secondary platform crossbeam (11114). One end of the secondary platform crossbeam (11114) is fixed to the middle of the main back rib (11111). The other end of (11114) is fixed to the middle of the secondary back rib (11112); the first unit frame assembly (1111) is fixedly connected to the middle fixed platform beam (1123) through the main platform crossbeam (11115), one end of the main platform crossbeam (11115) is fixed to the bottom of the main back rib (11111), and the other end of the main platform crossbeam (11115) is fixed to the bottom of the secondary back rib (11112); the main platform crossbeam (11115) is fixed to the middle of the secondary back rib (11112). On the connecting seat (1113), a plurality of first diagonal braces (11116) are provided between the main back rib (11111) and the secondary back rib (11112) for relative fixation between the main back rib (11111) and the secondary back rib (11112); one right-angled side of the first rearward moving tripod is fixed on the main platform crossbeam, and the other right-angled side of the first rearward moving tripod is fixedly connected to the template (11118), which is used for pouring concrete.

4. The multifunctional integrated intelligent tower-building platform as described in claim 3, characterized in that... : The second unit frame assembly (1112) includes a first hydraulic platform boom (11121), a second hydraulic platform boom (11122), a first lifting platform boom (11123), a second lifting platform boom (11124), a hydraulic platform crossbar (11125), a lifting platform crossbar (11126), a second rearward-moving triangular frame (11127), several second diagonal braces (11128), and a climbing device (11129). One right-angled side of the second rearward-moving triangular frame (11127) is connected to the main platform crossbeam (11115) via the connecting seat (1113). The second rearward-moving tripod (11127) is fixedly connected, with the acute end of one right-angled side of the second rearward-moving tripod (11127) close to the side of the main back rib (11111) and perpendicularly connected to one end of the first hydraulic platform boom (11121). The other end of the first hydraulic platform boom (11121) is perpendicularly connected to one end of the hydraulic platform crossbar (11125). The other end of the hydraulic platform crossbar (11125) is connected to one end of the second hydraulic platform boom (11122). The first hydraulic platform boom (11121), the hydraulic platform crossbar (11125), and the... The second hydraulic platform boom (11122) is connected and fixed to the second rearward-moving triangular frame (11127) to form a closed quadrilateral structure; the other right-angled side of the second rearward-moving triangular frame is fixedly connected to the climbing device (11129), and the climbing device (11129) is communicatively connected to the processing system so as to control the climbing device (11129) to climb through the processing system; one end of the first platform boom (11123) is vertically fixed to the hydraulic platform crossbar (11125), and the other end of the first platform boom is connected to the hydraulic platform crossbar (11125). One end of the first hydraulic platform rod (11126) is vertically connected, and the other end of the first hydraulic platform rod (11126) is vertically connected to one end of the second hydraulic platform rod (11124). The other end of the second hydraulic platform rod (11124) is vertically fixed to the hydraulic platform rod (11125). A plurality of second diagonal braces (11128) are provided between the first hydraulic platform rod (11121) and the second hydraulic platform rod (11122) for relative fixation between the first hydraulic platform rod (11121) and the second hydraulic platform rod (11122).

5. The multifunctional integrated intelligent tower-building platform as described in claim 4, characterized in that... : The first fixed frame (11) and the second fixed frame (12) are provided with perforated fixed steel mesh (5) on their periphery, and the telescopic frame (13) is provided with perforated movable steel mesh (6) on its periphery. The perforated fixed steel mesh (5) and the perforated movable steel mesh (6) are distributed around the periphery of the mold frame system (1). The perforated movable steel mesh (6) includes a steel mesh insertion part (61) and a steel mesh fixing part (62). The steel mesh fixing part (62) is fixed to the outer periphery of the fixing member (1311), and the steel mesh insertion part (61) is fixed to the outer periphery of the telescopic member (1312). A slide rail is provided on the steel mesh fixing part (62). The steel mesh insertion part (61) is slidably connected to the steel mesh fixing part (62) through the slide rail, so that when the telescopic member (1312) is relatively telescopic relative to the fixing member (1311), the steel mesh insertion part (61) slides relative to the steel mesh fixing part (62).

6. The multifunctional integrated intelligent tower-building platform as described in claim 5, characterized in that... The processing system includes: The PLC control cabinet includes a hydraulic climbing control module, a frame section tapering adjustment module, an oil temperature and oil pressure monitoring and over-limit warning and pause module, a frame stress and deformation monitoring module, an environmental parameter monitoring module, a concrete temperature control module, a positioning and monitoring module, an intelligent curing and intelligent material placement control module, and a data recording and storage module. The hydraulic climbing control module is connected to the climbing device (11129). The frame section tapering adjustment module is communicatively connected to the hydraulic cylinder of the telescopic platform beam, and is used to drive the telescopic component to move relative to the fixed component through the hydraulic cylinder. The oil temperature and oil pressure monitoring and over-limit warning and pause module is installed on the unit frame (111) and is used to monitor the oil temperature and oil pressure of the unit frame (111) in real time and issue a warning and pause when the limit is exceeded. The frame stress and deformation monitoring module is installed on the first fixed frame (11) and / or the second fixed frame (12) and is used to monitor the oil temperature and oil pressure of the first fixed frame (11) and / or the second fixed frame (12). The stress and deformation of the second fixed frame (12) are monitored; the environmental parameter monitoring module is connected to the curing system and is used to monitor the construction environment in real time; the concrete temperature control module includes a temperature sensor and a strain sensor, which are installed on the concrete construction body (7) to monitor the temperature and strain of the concrete in the concrete construction body (7); the positioning and monitoring module includes a positioning base station, several positioning tags and several cameras, which are connected to the positioning tags to obtain positioning information data, and the positioning base station and the cameras are installed on the formwork system (1) to monitor the number of personnel, their distribution location and behavior trajectory; the intelligent curing and intelligent material laying control module is connected to the curing system and the material laying system (3) to control the curing system and the material laying system (3); the data recording and storage module is used to store and record the climbing data and monitoring data of the tower building platform.

7. The multifunctional integrated intelligent tower-building platform as described in claim 6, characterized in that... : The hydraulic climbing control module includes several dual-axis tilt sensors. Each pair of dual-axis tilt sensors is deployed on one outer side of the mold frame system (1). One of the dual-axis tilt sensors is used to measure the horizontal tilt angle of one outer side of the mold frame system (1), and the other dual-axis tilt sensor is used to measure the vertical tilt angle of one outer side of the mold frame system (1). The frame stress and deformation monitoring module includes a weight sensor, a stress sensor, and a tilt sensor. The weight sensor, stress sensor, and tilt sensor are installed on the first fixed frame (11) and / or the second fixed frame (12) to monitor the stress deformation and attitude level of the first fixed frame (11) and / or the second fixed frame (12). The environmental parameter monitoring module includes an anemometer, a temperature and humidity sensor, and an audible and visual alarm; the anemometer, the temperature and humidity sensor, and the audible and visual alarm are installed on the maintenance system. The positioning tag is equipped with an alarm button for triggering an alarm.

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