Construction method of integrated intelligent tower building machine

Abstract

According to the construction method of the integrated intelligent tower building machine, the functions of steel bar component positioning, automatic pouring, vibrating, intelligent maintenance, integrated control and the like are integrated, the construction efficiency is improved, assembly line operation of tower column construction is achieved, an accurate inner cavity assembly control structure and a self-adaptive collecting and separating mechanism are arranged, the construction precision is guaranteed, and the construction cost is reduced. The fully-closed enclosure curtain is combined with the temperature and humidity adjustable atomization machine for maintenance, the concrete quality can be effectively improved, the construction quality of the bridge main tower is integrally improved, the intelligent monitoring equipment is adopted for monitoring the states of all parts, the number of high-altitude operation personnel is reduced, the safety risk is reduced, and the self-adaptive protection assembly, the creeping formwork mechanism and other structures are adopted, so that the maintenance cost is reduced. The safety and stability of construction are enhanced, and the problems that in traditional bridge tower construction, the construction efficiency is low, the maintenance difficulty is large, and the labor requirement is large are solved.

Description

Technical Field

[0001] The invention relates to the field of tower construction machine construction, and in particular to an integrated intelligent tower construction machine construction method. Background Art

[0002] In bridge construction, high-altitude pouring construction of bridge towers is a key link. Traditional bridge tower construction methods have many problems. During demoulding and climbing, the outer mold components have poor wind resistance and insufficient climbing stability, which are prone to safety hazards; the curing effect on concrete is poor during maintenance, the sealing of the curing space is poor, and the temperature and humidity cannot be effectively controlled, affecting the quality of concrete; the installation and lifting process of the inner cavity components is complicated, and it is difficult to accurately control its position and angle, resulting in low construction efficiency. In addition, the existing protective components have limited protective effects during high-altitude construction and cannot well protect the safety of construction workers. In terms of the installation of the embedded kit and the connection and coordination between the components, there are also problems such as low precision and inconvenient operation, which limits the overall quality and efficiency of bridge tower construction.

[0003] Traditional bridge tower construction techniques such as top formwork, lifting formwork, sliding formwork, and climbing formwork have certain limitations. For example, although the hydraulic climbing formwork has advantages such as easy operation, the shielding conditions are poor, and the concrete pouring and maintenance conditions are not good. In terms of steel bar construction, the back-end processing and on-site manual binding methods are labor-intensive operations, with problems such as large labor demand, low construction efficiency, low construction quality, and low intelligence. When facing bridge towers with super-high heights, larger spans, and harsh construction environments, traditional construction methods have high safety risks and difficulty in quality control. In addition, existing tower construction equipment is also lacking in functional integration and automation, and it is difficult to meet the requirements of modern bridge construction for efficiency, precision, and safety. Summary of the invention

[0004] The main purpose of the present invention is to provide an integrated intelligent tower construction machine construction method, which solves the problems of low construction efficiency, great maintenance difficulty and large labor demand in traditional bridge tower construction.

[0005] In order to solve the above technical problems, the technical solution adopted by the present invention is: an integrated intelligent tower construction machine construction method, the method comprising: S1. Install multiple embedded kits on the outer circumference of the bridge tower and the inner circular surface of the inner cavity of the initial section of the standard segment; S2. Install multiple outer mold components on the embedded kit on the outer circumference of the bridge tower, and install adaptive retracting and dividing mechanisms between the outer mold components; S3, hoist and install the inner cavity component on the embedded kit on the inner circular surface of the inner cavity, and install the hanging basket at the bottom of the outer mold component; S4. Install a concrete placing machine on the top of the inner cavity component, and use the concrete placing machine to pour concrete between the outer mold component and the inner cavity component; S5. After the casting section is formed, the outer mold assembly climbs upward after demoulding, and then the outer mold assembly is used to maintain the cast section, and the inner cavity assembly is synchronously lifted upward by the crane; S6. Repeat steps S1-S5 to complete the high-altitude pouring construction of the bridge tower segment section by section.

[0006] In the preferred embodiment, in step S1, the embedded kit includes a bolt, an anchor cone is provided on one side of the bolt, a screw rod is provided on one side of the anchor cone, and an anchor seat is provided at the front end of the screw rod; Step S1.1, when pouring the initial section, the embedded kit needs to be placed in the outer formwork, the bolts pass through the outer formwork and are connected to the anchor cone, and the anchor plate is installed on the outer side of the anchor cone after the concrete solidifies.

[0007] In the preferred solution, in step S2, anchor shoes are installed outside the anchor plates on the outer circumference of the bridge tower; The outer mold assembly includes a plurality of outer mold frames, a movable outer mold plate is provided on the inner side of the outer mold frame, an assembled guardrail is provided on the outer side of the outer mold frame, an adaptive protection assembly is provided on the closed side of the outer mold frame, a maintenance assembly is provided below the outer mold frame, and a climbing mold mechanism is provided below the maintenance assembly; The outer mold frame is provided with an intermediate platform plate and a corner platform plate, and an adaptive retracting and dividing mechanism is arranged below the intermediate platform plate. The adaptive retracting and dividing mechanism includes a telescopic sleeve, a first telescopic rod is arranged in the telescopic sleeve, and a telescopic plate is arranged above the first telescopic rod. A storage groove is also arranged on one side of the intermediate platform plate close to the adaptive retracting and dividing mechanism, and the telescopic plate can be retracted into the storage groove; A connecting groove is provided on one side where the two telescopic plates are connected, and the connecting groove is used to install the connecting piece. A plurality of reinforcing ribs are also provided on the back of the telescopic plate.

[0008] In the preferred embodiment, the adaptive protection assembly includes a plurality of guide rail brackets, a lower guide rail is provided between the guide rail brackets, an upper guide rail is provided above the lower guide rail, and a movable protection net and a fixed protection net are provided between the lower guide rail and the upper guide rail; A plurality of long guide holes are provided on one side of the guide rail bracket, and the long guide holes are movably connected to the outer mold frame body. The guide pins located in the long guide holes are of a square structure, which can prevent the guide rail bracket from rotating; A guide wheel seat is provided at the top of the movable protective net, and a top guide wheel is provided above the guide wheel seat. The top guide wheel is abutted against the two side plates of the upper guide rail, and anti-deflection guide columns are provided between the two sides of the guide wheel seat and the inner wall of the upper guide rail. The anti-deflection guide columns and the top guide wheel can improve the high-altitude wind resistance of the movable protective net.

[0009] In the preferred embodiment, the curing assembly includes an upper curtain, a curtain hook is provided at the top of the upper curtain, a transition bracket is provided at the bottom of the upper curtain, a lower curtain is provided below the transition bracket, a curtain hook is also provided on one side of the lower curtain and connected to the outer formwork body, a closing folding piece is provided at the bottom end of the lower curtain, the closing folding piece abuts against the outer side of the concrete of the curing section, a friction piece is provided below the closing folding piece, and the friction piece is used to prevent the closing folding piece from slipping; A sealing cloth is also provided on one side of the transition bracket, and the sealing cloth is used to seal the gap between the outer template and the outer template body to improve the sealing of the curing space. A pressing plate is provided on the outer template, and the pressing plate is used to press the upper end of the sealing cloth. A counterweight block is also provided at the bottom end of the sealing cloth, and the counterweight block is used to press the lower end of the sealing cloth. In step S5, the outer mold assembly cures the cast section through the curing assembly. During the curing, a fully enclosed protective curtain is built, and hot mist is injected into the fully enclosed protective curtain through an atomizer with adjustable temperature and humidity to cure the concrete.

[0010] In the preferred embodiment, a water collecting trough is provided below the closing folding piece, and absorbent cotton is provided on the side of the water collecting trough close to the formed concrete. The water collecting trough and the absorbent cotton are used to collect condensed water dripping from the upper curtain during maintenance. A sliding bracket is provided below the water collecting trough, and the sliding bracket is used to adjust the fit between the absorbent cotton and the concrete. A drain pipe is provided at the bottom of the water collecting trough, and the drain pipe is convenient for collecting the condensed water generated during maintenance.

[0011] In the preferred embodiment, the climbing formwork mechanism includes a climbing guide rail, an upper climbing claw and a lower climbing claw are provided on one side of the climbing guide rail, a climbing oil cylinder is provided between the upper climbing claw and the lower climbing claw, a climbing frame is also provided on one side of the climbing guide rail, a hinged beam platform is provided above the climbing frame, an adjusting rod is provided between the climbing frame and the beam platform, a plurality of evenly distributed climbing holes are provided on one side of the climbing guide rail, a swingable climbing pin is provided in the upper climbing claw and the lower climbing claw, a swing rod is provided on one side of the climbing pin, and a proximity switch is provided on one side of the swing rod; In step S5, the outer mold assembly climbs upward through the climbing mold mechanism, and the upper climbing claw and the lower climbing claw are alternately forced by the climbing cylinder. During the climbing process, the climbing pin rotates and drives the rocker arm to rotate. After the climbing pin rotates into place, the proximity switch on one side of the rocker arm transmits a signal to the control center, indicating that the climbing mold mechanism at this position has climbed into place.

[0012] In the preferred embodiment, in step S3, the inner cavity assembly includes a multi-layer inner cavity lifting frame, a material distribution frame is provided on the top of the inner cavity lifting frame, the material distribution frame is used to install the material distribution machine, each layer edge of the inner cavity lifting frame is provided with a fixed platform, and the edge of the fixed platform is provided with a flipping platform.

[0013] In the preferred embodiment, a suspension frame, an inner support frame and a limit frame are sequentially arranged below the fabric frame, a plurality of second telescopic rods are arranged around the suspension frame, a first hydraulic cylinder is arranged above the second telescopic rod, the first hydraulic cylinder is used to control the telescopic length of the second telescopic rod, an inner cavity arc mold is arranged below the second telescopic rod, the inner cavity arc mold is connected to the second telescopic rod through a plurality of suspension rods, and the suspension rods are hinged to the second telescopic rod; A plurality of inner support rods are arranged between the inner cavity arc mold and the inner cavity lifting frame, and the inner support rods are used to adjust the stroke and angle of the inner cavity arc mold.

[0014] In the preferred embodiment, a plurality of fourth telescopic rods are provided on both sides of the limiting frame, and a third hydraulic cylinder is provided on one side of the fourth telescopic rod; A plurality of third telescopic rods are arranged around the inner support frame, and a second hydraulic rod is arranged on one side of the third telescopic rod; In step S5, when the inner cavity component is synchronously lifted upward by the crane, the inner circle anchor seat is first installed in the calibrated position, the inner cavity component is connected by the crane, and then the first hydraulic cylinder and the inner support rod are controlled to separate the inner cavity arc mold from the concrete, and then the third hydraulic cylinder and the second hydraulic rod are controlled to separate the third telescopic rod and the fourth telescopic rod from the inner wall, and then the crane is hoisted to the calibrated position, first the fourth telescopic rod is extended to overlap with the inner circle anchor seat, and after the overlap is completed, the third telescopic rod is extended to complete the basic support with the inner wall, and then the first hydraulic cylinder and the inner support rod are controlled to move the inner cavity arc mold to the designed position to complete the construction of the inner mold.

[0015] The present invention provides an integrated intelligent tower construction machine construction method, which has the following beneficial effects: 1. This method integrates the functions of steel bar adjustment, automatic pouring, vibration, intelligent maintenance and integrated control, which improves the construction efficiency and enables the tower column construction to achieve "assembly line" operation. The structures such as adaptive protection components and climbing formwork mechanism enhance the safety and stability of construction.

[0016] 2. The precise control structure of the inner cavity components and the adaptive contraction and division mechanism ensure the construction accuracy. The fully enclosed protective curtain combined with the temperature and humidity adjustable atomizer maintenance can effectively improve the quality of concrete and the overall construction quality of the bridge main tower. The use of intelligent monitoring equipment to monitor the status of each component reduces the number of personnel working at heights and reduces safety risks. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The present invention will be further described below in conjunction with the accompanying drawings and embodiments: Figure 1 It is an axonometric view of a tower building machine of the present invention; Figure 2 It is a cross-sectional schematic diagram of a tower building machine of the present invention; Figure 3 It is a cross-sectional schematic diagram of the tower building machine of the present invention from another direction; Figure 4is a cross-sectional view of the embedded kit of the present invention; Figure 5 is a cross-sectional view of an anchor shoe of the embedded kit of the present invention; Figure 6 It is a cross-sectional schematic diagram of the climbing formwork mechanism of the present invention; Figure 7 It is a partial view of the climbing cylinder of the present invention; Figure 8 It is a distribution diagram of the climbing formwork mechanism of the present invention; Fig. 9 is a top view of the adaptive collecting and dividing mechanism of the present invention; Fig.10 is an isometric view of the adaptive collecting and dividing mechanism of the present invention; Fig.11 is a cross-sectional schematic diagram of the adaptive collecting and dividing mechanism of the present invention; Fig.12 It is an isometric view of the adaptive collecting and dividing mechanism of the present invention from another direction; Fig.13 is an axonometric view of the adaptive protection assembly of the present invention; Fig.14 is a cross-sectional schematic diagram of the guide rail bracket of the present invention; Fig.15 is an axonometric view of the guide rail bracket of the present invention; Fig.16 is a partial view of the outer mold assembly of the present invention; Fig.17 The present invention Fig.16 A magnified schematic diagram of the middle A area; Fig.18 The present invention Fig.16 A magnified schematic diagram of the middle B area; Fig.19 The present invention Fig.16 Enlarged schematic diagram of the middle C area; Fig. 20 The present invention Fig.16 A magnified schematic diagram of the middle D area; Fig.21 The present invention Fig.16 A magnified schematic diagram of the middle E region; Fig. 22 is a partial view of the inner cavity component of the present invention; Fig.23 is an axonometric view of the inner support frame of the present invention; Fig.24 It is an axonometric view of the limiting frame of the present invention.

[0018] In the figure: embedded kit 1; bolt 101; anchor cone 102; screw 103; anchor seat 104; anchor shoe 105; anchor plate 106; outer mold assembly 2; outer mold frame body 201; middle platform plate 2011; corner platform plate 2012; adaptive retracting and dividing mechanism 202; telescopic plate 2022; connecting groove 2023; telescopic sleeve 2024; first telescopic rod 2025; reinforcing rib 2026; storage groove 2027; adaptive protective assembly 203 ; lower rail 2031; movable protection net 2032; rail bracket 2033; upper rail 2034; fixed protection net 2035; top guide wheel 2036; guide wheel seat 2037; anti-deflection guide column 2038; guide slot 2039; maintenance component 204; upper curtain 2041; transition bracket 2042; sealing cloth 2043; counterweight block 2044; lower curtain 2045; curtain hook 2046; closing folding piece 2047; friction Wiping piece 2048; absorbent cotton 2049; water collecting tank 2050; sliding bracket 2051; drainage pipe 2052; outer template 205; pressing plate 2051; climbing template mechanism 206; climbing guide rail 2061; adjusting rod 2062; climbing cylinder 2063; climbing hole 2064; climbing latch 2065; swing rod 2066; beam platform 2067; hanging basket 207; inner cavity component 3; inner cavity lifting frame 301; material distribution frame 3011 ; Suspension frame 3012; Fixed platform 3013; Turning platform 3014; Inner cavity arc mold 3015; Articulated seat 3016; Inner support rod 3017; Suspension rod 3018; First hydraulic cylinder 3019; Second telescopic rod 3020; Second hydraulic rod 3021; ​​Third telescopic rod 3022; Inner circle anchor seat 3023; Third hydraulic cylinder 3024; Fourth telescopic rod 3025; Limiting frame 3026; Inner support frame 3027; Material placing machine 302. DETAILED DESCRIPTION

[0019] Example 1 like Figure 1-24 As shown, an integrated intelligent tower construction machine construction method, the method comprising: S1. Install multiple embedded kits 1 on the outer circumference of the bridge tower and the inner circular surface of the inner cavity of the initial section of the standard segment; S2, installing a plurality of outer mold components 2 on the embedded kit 1 on the outer circumference of the bridge tower, and installing an adaptive collecting and dividing mechanism 202 between the outer mold components 2; S3, hoisting and installing the inner cavity component 3 on the embedded kit 1 on the inner circular surface of the inner cavity, and installing the hanging basket 207 at the bottom of the outer mold component 2; S4, install a concrete placing machine 302 on the top of the inner cavity component 3, and use the concrete placing machine 2 to pour concrete between the outer mold component 2 and the inner cavity component 3; S5, after the casting section is formed, the outer mold component 2 climbs upward after demoulding, and then the outer mold component 2 is used to maintain the cast section, and the inner cavity component 3 is synchronously lifted upward by the crane; S6. Repeat steps S1-S5 to complete the high-altitude pouring construction of the bridge tower segment section by section.

[0020] In the preferred embodiment, in step S1, the embedded kit 1 includes a bolt 101, an anchor cone 102 is provided on one side of the bolt 101, a screw rod 103 is provided on one side of the anchor cone 102, and an anchor seat 104 is provided at the front end of the screw rod 103; Step S1.1, when pouring the initial section, the embedded kit 1 needs to be placed in the outer formwork 201, the bolt 101 passes through the outer formwork 201 and is connected to the anchor cone 102, and the anchor plate 106 is installed on the outer side of the anchor cone 102 after the concrete solidifies.

[0021] In the preferred solution, in step S2, the anchor shoe 106 is installed outside the anchor plate 106 on the outer circumference of the bridge tower; The outer mold assembly 2 includes a plurality of outer mold frames 201, a movable outer mold plate 201 is provided on the inner side of the outer mold frame 201, an assembled guardrail is provided on the outer side of the outer mold frame 201, an adaptive guard assembly 203 is provided on the closed side of the outer mold frame 201, a maintenance assembly 204 is provided below the outer mold frame 201, and a climbing mold mechanism 206 is provided below the maintenance assembly 204; The outer mold frame body 201 is provided with an intermediate platform plate 2011 and a corner platform plate 2012. The adaptive retracting and dividing mechanism 202 is arranged below the intermediate platform plate 2011. The adaptive retracting and dividing mechanism 202 includes a telescopic sleeve 2024. The telescopic sleeve 2024 is provided with a first telescopic rod 2025. A telescopic plate 2022 is provided above the first telescopic rod 2025. A storage groove 2027 is also provided on one side of the intermediate platform plate 2011 close to the adaptive retracting and dividing mechanism 202. The telescopic plate 2022 can be retracted into the storage groove 2027. A connecting groove 2023 is provided on one side where the two telescopic plates 2022 are connected. The connecting groove 2023 is used to install a connecting piece. A plurality of reinforcing ribs 2026 are also provided on the back side of the telescopic plates 2022 .

[0022] In the preferred embodiment, the adaptive protection assembly 203 includes a plurality of guide rail brackets 2033, a lower guide rail 2031 is provided between the guide rail brackets 2033, an upper guide rail 2034 is provided above the lower guide rail 2031, and a movable protection net 2032 and a fixed protection net 2035 are provided between the lower guide rail 2031 and the upper guide rail 2034; A plurality of long guide holes 2039 are provided on one side of the guide rail bracket 2033. The long guide holes 2039 are movably connected to the outer mold frame body 201. The guide pins located in the long guide holes 2039 are square structures, which can prevent the guide rail bracket 2033 from rotating. A guide wheel seat 2037 is provided at the top of the movable protective net 2032, and a top guide wheel 2036 is provided above the guide wheel seat 2037. The top guide wheel 2036 is abutted against the two side plates of the upper guide rail 2034. Anti-deflection guide columns 2038 are provided between the two sides of the guide wheel seat 2037 and the inner wall of the upper guide rail 2034. The anti-deflection guide columns 2038 and the top guide wheel 2036 can improve the high-altitude wind resistance of the movable protective net 2032.

[0023] In the preferred embodiment, the curing assembly 204 includes an upper curtain 2041, a curtain hook 2046 is provided at the top of the upper curtain 2041, a transition bracket 2042 is provided at the bottom of the upper curtain 2041, a lower curtain 2045 is provided below the transition bracket 2042, a curtain hook 2046 is also provided on one side of the lower curtain 2045 and connected to the outer formwork body 201, a closing folding piece 2047 is provided at the bottom end of the lower curtain 2045, the closing folding piece 2047 is abutted against the outer side of the concrete of the curing section, and a friction piece 2048 is provided below the closing folding piece 2047, and the friction piece 2048 is used to prevent the closing folding piece 2047 from slipping; A sealing cloth 2043 is also provided on one side of the transition bracket 2042. The sealing cloth 2043 is used to seal the gap between the outer template 205 and the outer template body 201 to improve the sealing of the maintenance space. A pressing plate 2051 is provided on the outer template 205. The pressing plate 2051 is used to press the upper end of the sealing cloth 2043. A counterweight block 2044 is also provided at the bottom end of the sealing cloth 2043. The counterweight block 2044 is used to press the lower end of the sealing cloth 2043. In step S5, the outer mold assembly 2 maintains the cast section through the maintenance assembly 204. During maintenance, a fully enclosed protective curtain is built, and hot mist is injected into the fully enclosed protective curtain through an atomizer with adjustable temperature and humidity to maintain the concrete with the hot mist.

[0024] In the preferred embodiment, a water collecting trough 2050 is further provided below the closing folding piece 2047. A water absorbent cotton 2049 is provided on the side of the water collecting trough 2050 close to the formed concrete. The water collecting trough 2050 and the water absorbent cotton 2049 are used to collect condensed water dripping from the upper curtain during maintenance. A sliding bracket 2051 is provided below the water collecting trough 2050. The sliding bracket 2051 is used to adjust the fit between the water absorbent cotton 2049 and the concrete. A drain pipe 2052 is provided at the bottom of the water collecting trough 2050. The drain pipe 2052 is convenient for collecting condensed water generated during maintenance.

[0025] In the preferred embodiment, the climbing formwork mechanism 206 includes a climbing guide rail 2061, an upper climbing claw and a lower climbing claw are provided on one side of the climbing guide rail 2061, a climbing oil cylinder 2063 is provided between the upper climbing claw and the lower climbing claw, a climbing frame is also provided on one side of the climbing guide rail 2061, a hinged beam platform 2067 is provided above the climbing frame, an adjusting rod 2062 is provided between the climbing frame and the beam platform 2068, a plurality of evenly distributed climbing holes 2064 are provided on one side of the climbing guide rail 2061, a swingable climbing pin 2065 is provided in the upper climbing claw and the lower climbing claw, a swing rod 2066 is provided on one side of the climbing pin 2065, and a proximity switch is provided on one side of the swing rod 2066; In step S5, the outer mold assembly 2 climbs upward through the climbing mold mechanism 206, and the upper climbing claw and the lower climbing claw are alternately force-bearing through the climbing cylinder 2063. During the climbing process, the climbing pin 2065 rotates and drives the rocker arm 2066 to rotate. After the climbing pin 2065 rotates into place, the proximity switch on one side of the rocker arm 2066 transmits a signal to the control center, indicating that the climbing mold mechanism 206 at this position has climbed into place.

[0026] In the preferred embodiment, in step S3, the inner cavity assembly 3 includes a multi-layer inner cavity lifting frame 301, and a material distribution frame 3011 is provided on the top of the inner cavity lifting frame 301. The material distribution frame 3011 is used to install the material distribution machine 302. A fixed platform 3013 is provided at the edge of each layer of the inner cavity lifting frame 301, and a flip platform 3014 is provided at the edge of the fixed platform 3013.

[0027] In the preferred embodiment, a suspension frame 3012, an inner support frame 3027 and a limit frame 3026 are sequentially arranged below the fabric frame 3011, a plurality of second telescopic rods 3020 are arranged around the suspension frame 3012, a first hydraulic cylinder 3019 is arranged above the second telescopic rod 3020, the first hydraulic cylinder 3019 is used to control the telescopic length of the second telescopic rod 3020, an inner cavity arc mold 3015 is arranged below the second telescopic rod 3020, the inner cavity arc mold 3015 is connected to the second telescopic rod 3020 through a plurality of suspension rods 3018, and the suspension rods 3018 are hinged to the second telescopic rod 3020; A plurality of inner support rods 3017 are provided between the inner cavity arc mold 3015 and the inner cavity lifting frame 301 , and the inner support rods 3017 are used to adjust the stroke and angle of the inner cavity arc mold 3015 .

[0028] In the preferred embodiment, a plurality of fourth telescopic rods 3025 are provided on both sides of the limiting frame 3026, and a third hydraulic cylinder 3024 is provided on one side of the fourth telescopic rod 3025; A plurality of third telescopic rods 3022 are arranged around the inner support frame 3027, and a second hydraulic rod 3021 is arranged on one side of the third telescopic rod 3022; In step S5, when the inner cavity component 3 is synchronously lifted upward by the crane, the inner circle anchor seat 3023 is first installed in the calibrated position, the inner cavity component 3 is connected by the crane, and then the first hydraulic cylinder 3019 and the inner support rod 3017 are controlled to separate the inner cavity arc mold 3015 from the concrete, and then the third hydraulic cylinder 3024 and the second hydraulic rod 3021 are controlled to separate the third telescopic rod 3022 and the fourth telescopic rod 3025 from the inner wall, and then the crane is used to hoist it to the calibrated position, first extend the fourth telescopic rod 3025 to overlap the inner circle anchor seat 3023, and after the overlap is completed, extend the third telescopic rod 3022 to complete the basic support with the inner wall, and then control the first hydraulic cylinder 3019 and the inner support rod 3017 to move the inner cavity arc mold 3015 to the designed position to complete the construction of the inner mold. A camera is provided on one side of each climbing formwork mechanism 206, and a calibration point is provided at the position where the embedded kit 1 is designed to be installed. The camera identifies the climbing state, monitors the swing state of the swing arm 2066, identifies parameters such as the gap between the anchor shoe and the concrete surface during welding, and when a large difference with the design parameters is detected, feedback is given to the control center, which instructs the operators at the corresponding positions to re-check, thereby reducing the workload of manual review and improving the standardization of construction.

[0029] When the climbing formwork mechanism 206 lifts up the entire tower-building machine and moves upward, the outer diameter of the upper tower column will gradually decrease. At this time, the adaptive protection component 203 and the adaptive retracting mechanism 202 will provide space for the outer formwork frame 201 to shrink inside the box.

[0030] Embodiment 2, as Figure 1-24 As shown, the specific implementation method of an integrated intelligent tower construction machine construction method is further described in combination with Example 1 as follows: Before installation, assemble the various components of the embedded kit 1, connect the bolt 101 with the anchor cone 102 to ensure a firm connection, tighten the threads, check the connection between the screw rod 103 and the anchor cone 102, as well as the connection between the anchor seat 104 and the screw rod 103, to ensure the structural integrity of the entire embedded kit 1.

[0031] During the initial stage pouring, when the outer formwork 201 is installed, the assembled embedded kit 1 is placed in the outer formwork 201, and the bolt 101 passes through the outer formwork 201 and is connected to the anchor cone 102. During the placement process, pay attention to adjusting the position and direction of the embedded kit 1 to meet the design requirements. Use positioning devices such as positioning brackets and positioning bolts to temporarily fix the embedded kit 1 to prevent displacement during the concrete pouring process.

[0032] Concrete pouring is carried out. During the pouring process, the vibrator should avoid direct collision with the embedded kit 1 to prevent it from shifting. After the concrete pouring is completed, when the concrete reaches a certain strength determined according to the concrete mix ratio and the construction environment, generally about 70% of the design strength, the anchor plate 106 is installed on the outside of the anchor cone 102. During installation, ensure that the anchor plate 106 fits tightly with the anchor cone 102, and use bolts to firmly connect the anchor plate 106 and the anchor cone 102. The bolt tightening torque should meet the design requirements.

[0033] Anchor shoes 106 are installed outside the anchor plates 106 on the outer circumference of the bridge tower. Before installation, check whether the specifications and models of the anchor shoes 106 are consistent with the design, whether the surface of the anchor shoes 106 is damaged, deformed or other defects, and use special installation tools to accurately install the anchor shoes 106 on the anchor plates 106 to ensure that the connection between the anchor shoes 106 and the anchor plates 106 is firm and the bolt tightening torque meets the requirements.

[0034] Multiple outer formwork frames 201 are hoisted and installed in sequence. Before hoisting, check the structural integrity of the outer formwork frames 201, whether the connections of the components are firm, and whether the welds have defects such as cracks and leaks. Use lifting equipment such as tower cranes to hoist the outer formwork frames 201 to the predetermined position, and connect the outer formwork frames 201 to the anchor shoes 106 or other fixed structures through connectors such as bolts and pins. During the connection process, ensure that the verticality and horizontality of the outer formwork frames 201 meet the requirements, and use measuring instruments for real-time monitoring and adjustment. The connection between adjacent outer formwork frames 201 should be tight to ensure the overall stability of the outer formwork system.

[0035] Install the outer template 201 on the inner side of the outer template body 201. Before installation, check whether the surface flatness and dimensional accuracy of the outer template 201 meet the requirements. The template surface should be cleaned and coated with a release agent. Install the outer template 201 on the inner side of the outer template body 201 through slide rails, rollers and other devices so that it can be moved flexibly. Adjust the position of the outer template 201 to match the outer contour of the bridge tower. The splicing between the templates should be tight, and the gap should be controlled within the allowable range. If necessary, use sealing strips to seal to prevent concrete leakage.

[0036] Install an assembled guardrail on the outside of the outer formwork frame 201. The height of the guardrail should meet the requirements of safety regulations. The vertical poles, horizontal bars and other components of the guardrail should be firmly installed, and the welding or bolt connection should be reliable. A dense safety net should be installed on the outside of the guardrail. The safety net should be hung tightly without damage. Up and down channels should be set at appropriate positions of the guardrail. The channels should be firm and reliable, and have anti-slip measures.

[0037] Install multiple guide rail brackets 2033 on one side of the outer mold frame 201. During installation, ensure that the position of the guide rail bracket 2033 is accurate and perpendicular to the outer mold frame 201. Use bolts or other connecting parts to firmly fix the guide rail bracket 2033 to the outer mold frame 201. The spacing between the guide rail brackets 2033 should meet the design requirements to ensure the installation accuracy of the lower guide rail 2031 and the upper guide rail 2034.

[0038] Install the lower guide rail 2031 and the upper guide rail 2034 between the guide rail bracket 2033, ensure that the horizontality and straightness of the guide rails meet the requirements, the connection between the guide rails should be smooth, without obvious misalignment and height difference, use bolts or other connecting parts to firmly fix the guide rails to the guide rail bracket 2033.

[0039] A movable protective net 2032 and a fixed protective net 2035 are installed between the guide rails, a guide wheel seat 2037 is installed on the top of the movable protective net 2032, and a top guide wheel 2036 is installed above the guide wheel seat 2037 so that the top guide wheel 2036 abuts against the side plates on both sides of the upper guide rail 2034, and anti-deflection guide columns 2038 are installed between the two sides of the guide wheel seat 2037 and the inner wall of the upper guide rail 2034 to ensure that the movable protective net 2032 will not deviate during movement. The fixed protective net 2035 should be firmly installed and tightly connected to the guide rail and the outer mold frame 201.

[0040] The upper curtain 2041 is installed at a suitable position on the top of the outer mold frame 201 through the curtain hook 2046. The curtain hook 2046 should be installed firmly, and the number should meet the hanging requirements of the upper curtain 2041. Ensure that the upper curtain 2041 is hung flat and wrinkle-free.

[0041] A transition bracket 2042 is installed between the lower curtain 2045 and the upper curtain 2041. The installation of the transition bracket 2042 should be firm and reliable, and can withstand the weight of the lower curtain 2045 and loads such as wind. The position of the transition bracket 2042 should be accurate to ensure the installation accuracy of the lower curtain 2045.

[0042] The lower curtain 2045 is connected to the outer formwork body 201 through the curtain hook 2046, and is connected to the transition bracket 2042. The curtain hook 2046 should also be installed on one side of the lower curtain 2045 to ensure that the curtain is tightly connected. A closing folding piece 2047 is installed at the bottom end of the lower curtain 2045 so that the closing folding piece 2047 is against the outer side of the concrete of the curing section. A friction piece 2048, such as a rubber pad, is installed below the closing folding piece 2047 to prevent the closing folding piece 2047 from slipping.

[0043] A sealing cloth 2043 is installed on one side of the transition bracket 2042 to seal the gap between the outer mold plate 205 and the outer mold frame body 201. The upper end of the sealing cloth 2043 is pressed by a pressing plate 2051 to ensure that the sealing cloth 2043 is tightly fitted to the outer mold plate 205 and the outer mold frame body 201. A counterweight block 2044 is installed at the bottom end of the sealing cloth 2043 to increase the stability of the sealing cloth 2043 and ensure the sealing effect.

[0044] Install the climbing rail 2061 at a suitable position below the outer mold frame 201. During installation, ensure that the verticality and straightness of the climbing rail 2061 meet the requirements, and use bolts or other connectors to firmly fix the climbing rail 2061 to the outer mold frame 201. The length of the climbing rail 2061 should meet the climbing height requirements of the outer mold assembly 2.

[0045] An upper climbing claw and a lower climbing claw are installed on one side of the climbing guide rail 2061. The installation positions of the upper climbing claw and the lower climbing claw should be accurate and can match the climbing holes 2064 on the climbing guide rail 2061. The structures of the upper climbing claw and the lower climbing claw should be firm and can withstand the weight of the outer mold assembly 2 and the load during the climbing process.

[0046] Install the climbing cylinder 2063 between the upper climbing claw and the lower climbing claw. Ensure that the climbing cylinder 2063 is installed in the correct position, connected firmly, and the oil pipe is connected correctly without oil leakage. Debug the climbing cylinder 2063 and check whether its telescopic performance is normal.

[0047] A climbing frame is installed on one side of the climbing guide rail 2061, and a hinged beam platform 2067 is installed above the climbing frame. An adjusting rod 2062 is installed between the climbing frame and the beam platform 2068, and the adjusting rod 2062 should be able to adjust the angle and position of the beam platform 2067 to adapt to different construction conditions.

[0048] A swingable climbing pin 2065 is installed in the upper climbing claw and the lower climbing claw, a swing rod 2066 is installed on one side of the climbing pin 2065, and a proximity switch is installed on one side of the swing rod 2066. Ensure that the climbing pin 2065, the swing rod 2066 and the proximity switch are installed in the correct position and can work normally. The proximity switch should be connected to the control center and can transmit the signal of climbing in place to the control center in time.

[0049] Use a tower crane or other lifting equipment to hoist the bottom part of the inner cavity lifting frame 301 to the predetermined position of the inner circular surface of the inner cavity. According to the measurement mark, the bottom inner cavity lifting frame 301 is firmly connected to the embedded kit 1 or other fixed structure through connecting parts such as bolts and pins. During the connection process, use a measuring instrument to monitor the verticality and horizontality of the inner cavity lifting frame 301 to ensure its installation accuracy.

[0050] According to the design requirements, the other layers of the inner cavity lifting frame 301 are hoisted in sequence. After each layer of the inner cavity lifting frame 301 is hoisted in place, it is first preliminarily positioned, and then it is tightly connected to the lower layer of the inner cavity lifting frame 301 using a connector. After the connection is completed, the verticality and horizontality of the inner cavity lifting frame 301 are checked again, and if there is any deviation, it is adjusted in time.

[0051] The material distributing frame 3011 is installed on the top of the inner cavity lifting frame 301. Ensure that the installation position of the material distributing frame 3011 is accurate, and is firmly connected to the inner cavity lifting frame 301, and can bear the weight of the material distributing machine 302 and the load during operation.

[0052] The suspension frame 3012 is installed below the material distributing frame 3011. The installation of the suspension frame 3012 should be firm and reliable, and the connection between the suspension frame 3012 and the material distributing frame 3011 and the inner support frame 3027 should be accurate. A plurality of second telescopic rods 3020 are installed around the suspension frame 3012, and a first hydraulic cylinder 3019 is installed above the second telescopic rod 3020 to ensure that the connection between the first hydraulic cylinder 3019 and the second telescopic rod 3020 is correct, and the hydraulic system can work normally.

[0053] A plurality of third telescopic rods 3022 are installed around the inner support frame 3027, and a second hydraulic rod 3021 is installed on one side of the third telescopic rod 3022. The inner support frame 3027 is installed below the suspension frame 3012 to ensure that the inner support frame 3027 is firmly connected to the suspension frame 3012, and the third telescopic rod 3022 and the second hydraulic rod 3021 can work normally.

[0054] A plurality of fourth telescopic rods 3025 are installed on both sides of the limit frame 3026, and a third hydraulic cylinder 3024 is installed on one side of the fourth telescopic rod 3025. The limit frame 3026 is installed below the inner support frame 3027 to ensure that the connection between the limit frame 3026 and the inner support frame 3027 is firm, and the fourth telescopic rod 3025 and the third hydraulic cylinder 3024 can work normally.

[0055] Install the second telescopic rod 3020 and the inner cavity arc mold 3015: connect the second telescopic rod 3020 to the suspension frame 3012, and then connect the inner cavity arc mold 3015 to the second telescopic rod 3020 through a plurality of suspension rods 3018, and the suspension rods 3018 are hinged to the second telescopic rod 3020. The telescopic length of the second telescopic rod 3020 is controlled by the first hydraulic cylinder 3019, and the position and angle of the inner cavity arc mold 3015 are adjusted to meet the design requirements.

[0056] A plurality of inner support rods 3017 are installed between the inner cavity arc mold 3015 and the inner cavity lifting frame 301. The stroke and angle of the inner cavity arc mold 3015 are further adjusted by the inner support rods 3017 to ensure that the inner cavity arc mold 3015 is consistent with the design size of the inner cavity of the bridge tower.

[0057] A fixed platform 3013 is installed at the edge of each layer of the inner cavity lifting frame 301. The fixed platform 3013 should be installed firmly and reliably to bear the weight of construction personnel and equipment. A flip platform 3014 is installed at the edge of the fixed platform 3013. The flip platform 3014 should be installed flexibly and can be easily flipped open and closed when needed. The flip platform 3014 should have complete safety facilities such as railings.

[0058] Install the hanging basket 207 at the bottom of the outer formwork assembly 2. Before installation, check the structural integrity of the hanging basket 207, whether the connections of each component are firm, and whether the safety devices are complete. Use a special hanging device to hang the hanging basket 207 at the bottom of the outer formwork frame 201 to ensure that the hanging basket 207 is firmly installed and the bearing capacity of the hanging point meets the requirements. Safety facilities such as safety ropes and safety belts are set in the hanging basket 207 to provide a safe working environment for construction personnel.

[0059] The material placing machine 302 is installed on the top of the inner cavity component 3. During installation, ensure that the material placing machine 302 is firmly connected to the material placing frame 3011 and that the installation positions of the components are accurate. After installation, the material placing machine 302 is debugged to check whether its rotation, extension, material placing and other functions are normal, and whether the hydraulic system, electrical system and other systems are operating well.

[0060] Use a concrete mixer truck to transport concrete to the construction site. During the concrete transportation process, the mixer truck's mixing drum should be kept rotating normally to prevent concrete segregation. The concrete is unloaded from the mixer truck into the hopper of the concrete distributor 302, and the concrete is evenly poured between the outer mold component 2 and the inner cavity component 3 through the distribution arm of the concrete distributor 302. Layered pouring is carried out according to design requirements and construction specifications. The pouring thickness of each layer should meet the regulations. During the pouring process, a vibrator is used to vibrate the concrete. The vibrator should be inserted into the lower layer of concrete to ensure the density of the concrete. When vibrating, the vibrator should avoid direct collision with the outer mold component 2, the inner cavity component 3, the embedded kit 1 and other structures.

[0061] After the pouring section is formed, when the concrete strength reaches a certain level, generally about 10%-15% of the design strength, which is determined according to the concrete mix ratio and the construction environment, the outer mold assembly 2 maintains the poured section through the maintenance assembly 204.

[0062] To build a fully enclosed enclosure curtain, first hang the curtain hook 2046 of the upper curtain 2041 with the outer form frame 201 to ensure that the upper curtain 2041 is tight and flat. Then connect the lower curtain 2045 with the outer form frame 201 and the transition bracket 2042 through the curtain hook 2046, so that the lower curtain 2045 also remains flat, and the two layers of curtains are tightly connected to form a fully enclosed maintenance space.

[0063] Hot mist is injected into the fully enclosed enclosure curtain through a temperature and humidity adjustable atomizer. According to the curing requirements and environmental conditions of concrete, the appropriate temperature is generally set to 20℃-30℃ and the humidity is generally set to more than 90%. During the curing process, a temperature and humidity sensor is used to monitor the temperature and humidity in the curing space in real time, and the data is fed back to the control system. The control system automatically adjusts the working state of the atomizer according to the monitoring data, such as the spray volume, spray time, etc., to keep the temperature and humidity in the curing space stable.

[0064] The water collection tank 2050 and the absorbent cotton 2049 below the closing folding member 2047 play the role of collecting condensed water. The absorbent cotton 2049 is close to the side of the formed concrete and can effectively absorb the condensed water dripping from the curtain above. The sliding bracket 2051 can adjust the fit between the absorbent cotton 2049 and the concrete to ensure the best water absorption effect. The water collection tank 2050 collects the excess condensed water absorbed by the absorbent cotton 2049, and the drain pipe 2052 at the bottom of the water collection tank 2050 collects the condensed water and discharges it to a designated location to prevent the condensed water from causing adverse effects on the concrete structure.

[0065] The outer mold assembly 2 climbs upward through the climbing mold mechanism 206. First, the climbing cylinder 2063 is started to engage the lower climbing claw with the climbing hole 2064 on the climbing guide rail 2061, and the upper climbing claw is in a loose state. Then, the outer mold assembly 2 is pushed to move upward a certain distance through the telescopic action of the climbing cylinder 2063. When the climbing cylinder 2063 reaches the maximum stroke, the cylinder action is stopped, the upper climbing claw is engaged with the climbing hole 2064 on the climbing guide rail 2061, and the lower climbing claw is released at the same time. The climbing cylinder 2063 is started again to disengage the lower climbing claw from the current climbing hole 2064 and move upward to prepare for engagement with the next climbing hole 2064. This is repeated, and the upper climbing claw and the lower climbing claw are alternately stressed by the climbing cylinder 2063 to achieve the upward climbing of the outer mold assembly 2.

[0066] During the climbing process, the climbing pin 2065 rotates with the movement of the upper climbing claw or the lower climbing claw and drives the swing rod 2066 to rotate. When the climbing pin 2065 rotates to the right position, that is, accurately engages with the climbing hole 2064 on the climbing guide rail 2061, the proximity switch on one side of the swing rod 2066 transmits a signal to the control center. After receiving the signal, the control center confirms that the climbing mold mechanism 206 at this position has climbed to the right position and records the relevant data. At the same time, a special person is arranged to monitor the climbing process in real time and observe the climbing of the outer mold assembly 2, such as whether there are abnormal phenomena such as tilting and jamming. Once a problem is found, the climbing is stopped immediately for inspection and processing.

[0067] The inner cavity component 3 is synchronously lifted upward by a crane. First, according to the construction progress and measurement and layout, the inner circle anchor seat 3023 is accurately installed at the marked position to ensure that the inner circle anchor seat 3023 is firmly installed and its position and elevation meet the design requirements. Then, the inner cavity component 3 is connected by a crane, and the selection of the lifting point should be reasonable to ensure that the inner cavity component 3 remains balanced during the lifting process.

[0068] After the connection is completed, the first hydraulic cylinder 3019 and the inner support rod 3017 are controlled to separate the inner cavity arc mold 3015 from the concrete. The specific operation is to first start the first hydraulic cylinder 3019 to shrink it, drive the second telescopic rod 3020 to move upward, so that the inner cavity arc mold 3015 is separated from the concrete surface. At the same time, the length of the inner support rod 3017 is adjusted to maintain a certain gap between the inner cavity arc mold 3015 and the concrete. Then, the third hydraulic cylinder 3024 and the second hydraulic rod 3021 are controlled to separate the third telescopic rod 3022 and the fourth telescopic rod 3025 from the inner wall. The third hydraulic cylinder 3024 and the second hydraulic rod 3021 are started to shrink, drive the third telescopic rod 3022 and the fourth telescopic rod 3025 to move inward and separate from the inner wall of the bridge tower.

[0069] After the inner cavity arc mold 3015, the third telescopic rod 3022 and the fourth telescopic rod 3025 are all separated from the corresponding structure, the inner cavity assembly 3 is hoisted to the calibration position by the crane. During the hoisting process, pay attention to controlling the speed and direction of the crane to avoid collision between the inner cavity assembly 3 and the surrounding structure. After reaching the calibration position, first extend the fourth telescopic rod 3025 to overlap with the inner circle anchor seat 3023 to ensure that the overlap is firm and can withstand the weight of the inner cavity assembly 3. After the overlap is completed, extend the third telescopic rod 3022 to complete the basic support with the inner wall, adjust the length of the third telescopic rod 3022 so that it is in close contact with the inner wall to provide stable support.

[0070] Finally, the first hydraulic cylinder 3019 and the inner support rod 3017 are controlled to move the inner cavity arc mold 3015 to the designed position. The first hydraulic cylinder 3019 is started to extend, driving the second telescopic rod 3020 to move downward, and moving the inner cavity arc mold 3015 to the designed position. At the same time, the position and angle of the inner cavity arc mold 3015 are further fine-tuned by the inner support rod 3017 to ensure that the inner cavity arc mold 3015 is completely consistent with the designed size of the inner cavity of the bridge tower, and the construction of the inner mold is completed.

[0071] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limiting the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.

Claims

1. An integrated intelligent tower construction machine construction method, characterized by: The method includes: S1. Install multiple embedded kits (1) on the outer circumference of the bridge tower and the inner circular surface of the inner cavity of the initial section of the standard segment; S2, installing a plurality of outer mold components (2) on the pre-embedded kit (1) on the outer circumference of the bridge tower, and installing an adaptive retracting and dividing mechanism (202) between the outer mold components (2); S3, hoisting and installing the inner cavity component (3) on the embedded kit (1) on the inner circular surface of the inner cavity, and installing a hanging basket (207) at the bottom of the outer mold component (2); S4, installing a concrete placing machine (302) on the top of the inner cavity component (3), and using the concrete placing machine (2) to pour concrete between the outer mold component (2) and the inner cavity component (3); S5, after the pouring section is formed, the outer mold component (2) climbs upward after demoulding, and then the outer mold component (2) is used to maintain the poured section, and the inner cavity component (3) is synchronously lifted upward by a crane; S6. Repeat steps S1-S5 to complete the high-altitude pouring construction of the bridge tower segment section by section.

2. According to claim 1, the integrated intelligent tower construction machine construction method is characterized by: In step S1, the embedded kit (1) comprises a bolt (101), an anchor cone (102) is provided on one side of the bolt (101), a screw rod (103) is provided on one side of the anchor cone (102), and an anchor seat (104) is provided at the front end of the screw rod (103); Step S1.1, when pouring the initial section, the embedded kit (1) needs to be placed in the outer formwork (201), the bolt (101) passes through the outer formwork (201) and is connected to the anchor cone (102), and after the concrete solidifies, the anchor plate (106) is installed on the outer side of the anchor cone (102).

3. According to the construction method of an integrated intelligent tower construction machine as claimed in claim 1, it is characterized in that: step S2 In the embodiment, an anchor shoe (106) is installed outside the anchor plate (106) on the outer circumference of the bridge tower; The outer mold assembly (2) comprises a plurality of outer mold frames (201), a movable outer mold plate (201) is provided on the inner side of the outer mold frame (201), an assembled guardrail is provided on the outer side of the outer mold frame (201), an adaptive guard assembly (203) is provided on the closed side of the outer mold frame (201), a maintenance assembly (204) is provided below the outer mold frame (201), and a climbing mold mechanism (206) is provided below the maintenance assembly (204); An intermediate platform plate (2011) and a corner platform plate (2012) are provided on the outer mold frame body (201); an adaptive retracting and splitting mechanism (202) is arranged below the intermediate platform plate (2011); the adaptive retracting and splitting mechanism (202) comprises a telescopic sleeve (2024); a first telescopic rod (2025) is provided in the telescopic sleeve (2024); a telescopic plate (222) is provided above the first telescopic rod (2025); a storage groove (2027) is further provided on a side of the intermediate platform plate (2011) close to the adaptive retracting and splitting mechanism (202); and the telescopic plate (2022) can be retracted into the storage groove (2027); A connecting groove (2023) is provided on one side of the telescopic plate (2022) where it is connected, and the connecting groove (2023) is used to install a connecting piece. A plurality of reinforcing ribs (2026) are also provided on the back side of the telescopic plate (2022).

4. According to claim 3, the integrated intelligent tower construction machine construction method is characterized by: The adaptive protection component (203) comprises a plurality of guide rail brackets (2033), a lower guide rail (2031) is provided between the guide rail brackets (2033), an upper guide rail (2034) is provided above the lower guide rail (2031), and a movable protection net (2032) and a fixed protection net (2035) are provided between the lower guide rail (2031) and the upper guide rail (2034); A plurality of long guide holes (2039) are provided on one side of the guide rail bracket (2033); the long guide holes (2039) are movably connected to the outer mold frame body (201); and the guide pins located in the long guide holes (2039) are of a square structure, which can prevent the guide rail bracket (2033) from rotating; A guide wheel seat (2037) is provided at the top of the movable protective net (2032), a top guide wheel (2036) is provided above the guide wheel seat (2037), the top guide wheel (2036) abuts against side plates on both sides of the upper guide rail (2034), and anti-deflection guide columns (2038) are provided between the two sides of the guide wheel seat (2037) and the inner wall of the upper guide rail (2034). The anti-deflection guide columns (2038) and the top guide wheel (2036) can improve the high-altitude wind resistance of the movable protective net (2032).

5. According to claim 3, the integrated intelligent tower construction machine construction method is characterized by: The curing assembly (204) comprises an upper curtain (2041), the top of the upper curtain (2041) is provided with a curtain hook (2046), the bottom end of the upper curtain (2041) is provided with a transition bracket (2042), a lower curtain (2045) is provided below the transition bracket (2042), one side of the lower curtain (2045) is also provided with a curtain hook (2046) connected to the outer formwork frame body (201), a closing folding piece (2047) is provided at the bottom end of the lower curtain (2045), the closing folding piece (2047) is abutted against the outer side of the concrete of the curing section, a friction piece (2048) is provided below the closing folding piece (2047), and the friction piece (2048) is used to prevent the closing folding piece (2047) from slipping; A sealing cloth (2043) is also provided on one side of the transition bracket (2042), and the sealing cloth (2043) is used to seal the gap between the outer template (205) and the outer template body (201), thereby improving the sealing performance of the curing space; a pressing plate (2051) is provided on the outer template (205), and the pressing plate (2051) is used to press the upper end of the sealing cloth (2043); a counterweight (2044) is also provided at the bottom end of the sealing cloth (2043), and the counterweight (2044) is used to press the lower end of the sealing cloth (2043); In step S5, the outer mold assembly (2) performs curing on the poured section through the curing assembly (204). During the curing, a fully enclosed protective curtain is built, and hot mist is injected into the fully enclosed protective curtain through an atomizer with adjustable temperature and humidity, so as to use the hot mist to cure the concrete.

6. According to claim 5, the integrated intelligent tower construction machine construction method is characterized by: A water collecting trough (2050) is also provided below the closing folding piece (2047); absorbent cotton (2049) is provided on a side of the water collecting trough (2050) close to the formed concrete; the water collecting trough (2050) and the absorbent cotton (2049) are used to collect condensed water dripping from the upper curtain during maintenance; a sliding bracket (2051) is provided below the water collecting trough (2050); the sliding bracket (2051) is used to adjust the fit between the absorbent cotton (2049) and the concrete; a drainage pipe (2052) is provided at the bottom of the water collecting trough (2050); the drainage pipe (2052) is convenient for centrally collecting condensed water generated during maintenance.

7. The integrated intelligent tower construction machine construction method according to claim 3 is characterized by: The climbing formwork mechanism (206) comprises a climbing guide rail (2061), an upper climbing claw and a lower climbing claw are provided on one side of the climbing guide rail (2061), a climbing oil cylinder (2063) is provided between the upper climbing claw and the lower climbing claw, a climbing frame is further provided on one side of the climbing guide rail (2061), a hinged crossbeam platform (2067) is provided above the climbing frame, an adjustment rod (2062) is provided between the climbing frame and the crossbeam platform (2068), a plurality of evenly distributed climbing holes (2064) are provided on one side of the climbing guide rail (2061), a swingable climbing latch (2065) is provided in the upper climbing claw and the lower climbing claw, a swing rod (2066) is provided on one side of the climbing latch (2065), and a proximity switch is provided on one side of the swing rod (2066); In step S5, the outer mold assembly (2) climbs upwards through the climbing mold mechanism (206), and the upper climbing claw and the lower climbing claw are alternately subjected to force through the climbing cylinder (2063). During the climbing process, the climbing latch (2065) rotates and drives the swing rod (2066) to rotate. After the climbing latch (2065) rotates into place, the proximity switch on one side of the swing rod (2066) transmits a signal to the control center, indicating that the climbing mold mechanism (206) at this position has climbed into place.

8. According to claim 1, the construction method of an integrated intelligent tower construction machine is characterized by: In step S3, the inner cavity assembly (3) comprises a multi-layer inner cavity lifting frame (301), a material distribution frame (3011) is provided on the top of the inner cavity lifting frame (301), and the material distribution frame (3011) is used to install the material distribution machine (302), and each layer edge of the inner cavity lifting frame (301) is provided with a fixed platform (3013), and the edge of the fixed platform (3013) is provided with a flip platform (3014) that can be flipped.

9. The integrated intelligent tower construction machine construction method according to claim 8 is characterized by: A suspension frame (3012), an inner support frame (3027) and a limit frame (3026) are sequentially arranged below the material distribution frame (3011); a plurality of second telescopic rods (3020) are arranged around the suspension frame (3012); a first hydraulic cylinder (3019) is arranged above the second telescopic rod (3020); the first hydraulic cylinder (3019) is used to control the telescopic length of the second telescopic rod (3020); an inner cavity arc mold (3015) is arranged below the second telescopic rod (3020); the inner cavity arc mold (3015) and the second telescopic rod (3020) are connected via a plurality of suspension rods (3018); and the suspension rods (3018) are hinged to the second telescopic rod (3020); A plurality of inner support rods (3017) are provided between the inner cavity arc mold (3015) and the inner cavity lifting frame (301), and the inner support rods (3017) are used to adjust the stroke and angle of the inner cavity arc mold (3015).

10. The integrated intelligent tower construction machine construction method according to claim 1 is characterized by: A plurality of fourth telescopic rods (3025) are provided on both sides of the limiting frame (3026), and a third hydraulic cylinder (3024) is provided on one side of the fourth telescopic rod (3025); A plurality of third telescopic rods (3022) are arranged around the inner support frame (3027), and a second hydraulic rod (3021) is arranged on one side of the third telescopic rod (3022); In step S5, when the inner cavity component (3) is synchronously lifted upward by the crane, the inner circle anchor seat (3023) is first installed at the marked position, the inner cavity component (3) is connected by the crane, and then the first hydraulic cylinder (3019) and the inner support rod (3017) are controlled to separate the inner cavity arc mold (3015) from the concrete, and then the third hydraulic cylinder (3024) and the second hydraulic rod (3021) are controlled to separate the third telescopic rod (3022) and the fourth telescopic rod (3025) from the inner wall, and then the crane is used to lift it to the marked position, and firstly the fourth telescopic rod (3025) is extended to overlap with the inner circle anchor seat (3023), and after the overlap is completed, the third telescopic rod (3022) is extended to complete basic support with the inner wall, and then the first hydraulic cylinder (3019) and the inner support rod (3017) are controlled to move the inner cavity arc mold (3015) to the designed position, and the construction of the inner mold is completed.

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